US20110167736A1 - Stadium Riser Made Of Extruded Metal - Google Patents
Stadium Riser Made Of Extruded Metal Download PDFInfo
- Publication number
- US20110167736A1 US20110167736A1 US13/063,282 US200913063282A US2011167736A1 US 20110167736 A1 US20110167736 A1 US 20110167736A1 US 200913063282 A US200913063282 A US 200913063282A US 2011167736 A1 US2011167736 A1 US 2011167736A1
- Authority
- US
- United States
- Prior art keywords
- module
- connector
- male
- catch
- female
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
- E04H3/10—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons for meetings, entertainments, or sports
- E04H3/12—Tribunes, grandstands or terraces for spectators
-
- A—HUMAN NECESSITIES
- A47—FURNITURE; DOMESTIC ARTICLES OR APPLIANCES; COFFEE MILLS; SPICE MILLS; SUCTION CLEANERS IN GENERAL
- A47C—CHAIRS; SOFAS; BEDS
- A47C1/00—Chairs adapted for special purposes
- A47C1/12—Theatre, auditorium, or similar chairs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
- E04B1/6129—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface the connection made by expansion
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B2001/6195—Connections for building structures in general of slab-shaped building elements with each other the slabs being connected at an angle, e.g. forming a corner
Definitions
- the present invention generally relates to a modular seating riser for stadia, to a set of structural modules for building the same, to a kit and an assembly therefor, as well as to a method for building the same.
- the supporting structure typically consists of vertical column elements that support sloping raker beams.
- the raker beam is erected at the appropriate slope matching the inclination of the grandstand and in turn supports the grandstand precast riser sections that are fixed to it.
- the raker beams are parallel in straight seating sections and are typically spaced at intervals between 25 to 40 feet but may be spaced at closer or wider distances. In the corners of most stadiums, the seating areas approximate curves by using straight precast riser segments. In these instances, the raker beams are not parallel and the spacing between the rakers is variable.
- the precast riser sections are “L” shaped sections consisting of a relatively horizontal floor section and a vertical back section.
- the riser sections are designed to support both their own dead weight in addition to the weight of the spectators attending an event.
- the riser sections must also be designed to meet certain deflection and vibration criteria so that the spectators feel comfortable and safe from their elevated seat location.
- the horizontal section may be slightly sloped for drainage and to facilitate cleaning between events.
- This flat floor section creates the space for the seating area plus a walkway aisle in front of the seat and may also support floor mounted seat brackets.
- the vertical section forms the back of the seating area and generally has a seat bracket fixed to its surface. Today, most seats are back mounted to facilitate cleaning and maintenance between events.
- the riser sections are often constructed as a double L or a triple L creating two or three rows of seating respectively.
- Typical stadium seats require one or two vertical rows of bolts that attach the seat support plate to the back of the riser section.
- first the location of each bolt has to be measured and marked, holes drilled, threaded anchors placed and epoxied into place prior to seat installation.
- bolt location must be measured and marked, holes drilled and one-sided bolts used to install the seats.
- SPS Sandwich Plate System
- Precast concrete riser sections are relatively heavy and weigh in the vicinity of 100 pounds per square foot. Most North American design codes specify that the live load to be supported by the riser sections is 60 pounds per square foot. Thus the supporting structure must be designed to carry a larger proportion of dead load than live load resulting in a heavy support structure. Additionally, seismic lateral forces are calculated as a percentage of the dead load only, again resulting in large lateral forces to be resisted by the structure.
- Precast concrete units must be poured in individual forms and necessitate cure time. This results in long prefabrication times in order to fabricate a sufficient number of units prior to commencement of erection. Also for large grandstands, the uppermost risers require a long crane reach to deposit the units. These heavy units require large crane capacities significantly increasing crane size and cost. Higher capacity cranes have slower travel speeds again increasing erection cost. Moreover, the constant tread width of such precast concrete units generally renders an inflexible geometry.
- U.S. Pat. No. 5,159,788 discloses a decking system for bleacher-type stadium seating, including a plurality of extruded metal formed filler boards, foot boards and riser boards, which may be interlocked with each other and with a stadium seating substructure.
- the substructure includes conventional angle members forming an L shaped support surface for receiving the various decking components.
- Steel riser sections are much lighter using thin steel plates capable of resisting the overall load. However these plates must be locally reinforced to minimize local deflection and vibration forces resulting in more expensive riser sections than precast concrete risers. In some instances a secondary structure is required. In addition, steel riser sections require welding to fabricate the section. The welded joints cause distortion of the steel plates necessitating costly shop operations to correct these distortions.
- An object of the present invention is to provide a riser section and/or riser assembly that satisfies at least one of the above-mentioned needs.
- the above object is achieved with a set of structural modules for building a modular seating riser on which seats of a bleacher-type stadium are mounted, each of the structural modules being a metal extrusion having an elongated shaped body with two opposite lateral edges, the set comprising: a first module having a female tensioned catch-connector provided along at least one of the lateral edges thereof; and a second module having a male tensioned catch-connector provided along at least one of the lateral edges thereof, the male and female tensioned catch-connectors having complementary configurations for mating and interlocking together, the first and second modules being operable between an unassembled configuration, wherein the female and male catch-connectors are disconnected, and an assembled configuration, wherein the female and male catch-connectors are interlocked together and frictionally tensioned against one another to form a structural permanent joint.
- structural means used in or necessary to building, capable of bearing the weight of a building structure or a part of I 0 a structure that bears a weight, or the structural piece used for such a part.
- module means a standardized, often interchangeable component of a system or construction that is designed for easy assembly or flexible use.
- module means relating to or based on a module or modulus, or designed with standardized units or dimensions, as for easy assembly and repair or flexible arrangement and use.
- extrusion means a material having been pushed or drawn through a die of the desired cross-section, or an object or material produced by extruding (i.e. shaped by forcing it through a die).
- the term “catch-connector” means a fastener being configured to join with another complementary catch-connector and to interlock therewith once joined, typically by virtue of a hooking or blocking system formed between the two fasteners, mutually locking the catch-connectors together.
- the expression “tensioned catch-connector” means that the catch-connector is biased and/or exerts a force, so as to form, once connected to the other complementary catch-connector, a structural joint, by virtue of a biasing force, a tension, a mechanical stress or a friction force created between the two catch-connectors.
- interlocking means uniting/joining closely as by hooking or dovetailing, or connecting the modules together so that these modules affect each other in motion or operation.
- a modular seating riser for mounting seat rows of a bleacher's type stadium
- the modular seating riser comprising: at least a first and a second structural module, each of the first and second structural modules being a metal extrusion having an elongated shaped body with two opposite lateral edges, the first module having a female tensioned catch-connector provided along at least one of the lateral edges thereof, and the second module having a male tensioned catch-connector provided along at least one of the lateral edges thereof, the male and female tensioned catch-connectors having complementary configurations for mating and interlocking together, the first and second modules being operable between an unassembled configuration, wherein the female and male catch-connectors are disconnected, and an assembled configuration, wherein the female and male catch-connectors are interlocked together and frictionally tensioned against one another to form a structural permanent joint.
- an other lateral edge of at least one of the first and second modules is provided with a lock-connector and the modular seating riser further comprises: at least one third structural module having an elongated shaped body with a first and a second opposite lateral edge, a first lock-connector provided along the first lateral edge, the first lock-connector of the third module and the lock-connector of the other lateral edge of the at least one of the first module and second modules having complementary configurations for mating and interlocking together.
- the other lateral edges of both the first and second modules are each provided with the lock-connector.
- the third module comprises a second lock-connector provided along the second lateral edge thereof, the first lock-connector of the third module and the lock-connector of the other lateral edge of the first module having complementary configurations for mating and interlocking together and the second lock-connector of the third module and the lock-connector of the other lateral edge of the second module having complementary configurations for mating and interlocking together.
- the first and second modules in the above-mentioned embodiments, have inner cellular sections defined by first and second space-apart walls interconnected by transversal ribs and wherein the female catch-connector comprises a pair of inward female sloping-arms, each extending from a respective one of the first wall and the second wall inward a cellular section, the female sloping-arms sloping toward one another at a substantially identical first angle with respect to the first and second walls respectively, and the male catch-connector comprises a pair of outward male sloping-arms, each extending from a respective one of the first wall and the second wall outward a cellular section, the male sloping-arms sloping toward one another, each at a substantially identical second angle with respect to the first and second walls respectively, the second angle being inferior to the first angle for wedging the male catch-connector within the female catch-connector and each male sloping-arm having a male contact surface provided with a locking
- the female tensioned catch-connector in the above-mentioned embodiments, extends substantially laterally with respect to the body of the first module and the male tensioned catch-connector extends substantially laterally with respect to the body of the second module such that when the first and second modules are in the assembled configuration, a substantially planar riser module assembly is formed.
- the substantially planar riser module assembly defines a floor section of the modular seating riser.
- the above-mentioned third module defines a vertical wall section (also referred to herein as “back section”).
- an elongated stadium riser section made of extruded metal and having an L shaped cross-section formed with a floor section and a back section extending substantially at a right angle to each other and a structural snap fit joint (i.e. the “structural permanent joint”) joining the floor section and the back section.
- the floor section has an outer edge and an inner edge and the back section has a top edge and a bottom edge.
- the inner edge of the floor section is preferably provided with either a male or a female snap fit joint component mating respectively to a female or male snap fit joint component provided at the bottom edge of the back section.
- the riser further comprises an additional back section extending at right angle from the outer edge of the floor section in opposite direction to the back section described above, the additional back section being joined to the outer edge of the floor section with an overlapping screwed joint.
- the floor section comprises at least two floor subsections extending side-by-side to each other.
- the at least two floor subsections comprise an outer floor subsection, an inner floor subsection and a structural snap fit joint joining an inner edge of the outer floor subsection to an outer edge of the inner floor subsection.
- a kit for forming a stadium riser comprising: a plurality of elongated floor sections made of extruded metal, each floor section having an edge provided with either a male or female snap fit joint component; and a plurality of elongated back sections made of extruded metal, each back section having an edge provided with a female or male snap fit joint component mating to the corresponding male or female snap fit joint component of the floors sections.
- a method for building a modular seating riser on which seats of a bleacher-type stadium are mounted comprising the steps of: (a) providing a plurality of sets of structural modules, as described above; (b) assembling at least the first and second modules of each set by interlocking, for each set, the female catch-connector of the first module with the male catch-connector of the second module, thereby forming a plurality of corresponding riser assemblies; and (c) connecting the plurality of said riser assemblies in a successive arrangement by mounting each riser assembly onto a preceding one of said riser assemblies.
- the connecting of step (c) comprises: providing at least one third module, as described above; and connecting at least one successive pair of said riser assemblies via one of the at least one third module, by mating, for each of the at least one successive pair, the first lock-connector of the corresponding third module with the first module of a preceding riser assembly of said pair and the second lock-connector of the corresponding third module with the second module of a succeeding riser assembly of said pair.
- the term “in a successive arrangement” means provided in a sequential or serial order.
- mounting means connecting or joining, either directly or by means of an intermediate or auxiliary element.
- the expression “preceding” means provided before in term of order, sequence or position and the expression “successive” means following in term of order, sequence or position.
- a method for building a stadium riser comprising the steps of: (a) providing a kit as described above; (b) snapping together a floor section and a back section forming an L shaped riser section; (c) stacking a plurality of L shaped riser sections by joining the outer edges of the floor sections to the top edges of the back sections with overlapping screwed joints.
- the structural permanent joint (also referred to herein as “snap fit joint”) advantageously provides a structural connection so that the floor and back sections function as a single piece.
- the riser sections are produced from extruded aluminum.
- the snap fit joint is designed so that the snap fit interlocking joint components are extruded with a permanent offset such that after they are pressed together, permanent bending stresses in the arms of the interlocking components create a permanent lock.
- this snap fit joint develops large friction forces sufficient to overcome any horizontal shear forces between the components.
- the large clamping force produces a structural connection enabling the components to function as a single piece in flexural bending.
- a simple nesting joint permits interconnection of the riser units in the field.
- the modular nature of the stadium riser provides flexibility in the design, with just a few different components, thereby allowing to provide a wide range of possible sizes and configurations of risers.
- FIG. 1 is a perspective view of a stadium riser assembly, formed by a floor and a back section, according to a first preferred embodiment of the present invention.
- FIG. 2 is a side view of an outer floor subsection of the stadium riser assembly of FIG. 1
- FIG. 3 is a side view of an inner floor subsection of the stadium riser assembly of FIG. 1
- FIG. 4 is a side view of a back section of the stadium riser assembly of FIG. 1
- FIG. 5 is an enlarged side view of a structural snap fit joint of the floor subsections of the stadium riser assembly of FIG. 1
- FIG. 6 is an enlarged side view of a structural snap fit joint joining the floor and back sections of the stadium riser assembly of FIG. 1
- FIG. 7 is a cross section view of a modular stadium riser according to another aspect of the invention, the modular stadium riser being shown partially.
- FIG. 8 is an enlarged view of an overlapping screwed joint of the modular stadium riser of FIG. 7 .
- FIG. 9 is an enlarged view of a female sloping-arm of a female snap fit joint component of the outer floor subsection of the stadium riser section of FIG. 1
- FIG. 10 is an enlarged view of a male sloping-arm of male snap fit joint component of the inner floor subsection of the stadium riser section of FIG. 1
- FIG. 11 is a perspective view of a stadium riser assembly according to another embodiment of the present invention.
- FIG. 12 is a side view of an inner floor subsection of the stadium riser assembly of FIG. 11 .
- FIG. 13 is a side view of an outer floor subsection of the stadium riser assembly of FIG. 11 .
- FIG. 14 is a side view of a wall section of the stadium riser assembly of FIG. 11 .
- FIG. 15 is a perspective view of a stadium riser assembly according to yet another embodiment of the present invention.
- FIG. 16 is a side view of a wall section of the stadium riser assembly of FIG. 15 .
- FIG. 17 is a perspective view of a modular seating riser, according to an embodiment of the present invention, the modular seating riser being shown partially.
- FIG. 18 is a partial perspective view of a modular seating riser according to yet another embodiment of the present invention, the modular seating riser being shown partially.
- FIG. 19 is a side view of an intermediate floor subsection of the modular stadium riser of FIG. 18 .
- FIG. 20 is a side view of an outer floor subsection of the modular stadium riser of FIG. 18 .
- FIG. 21 is a side view of a barrier section of the modular stadium riser of FIG. 18 .
- the expression “catch-connector” includes all types of connectors allowing to interlock with another complementary catch-connector and thus includes connectors of clip-type, snap-fit type and/or the like, as exemplified herein.
- the expression “lock-connector” generally includes any type of fastening connector provided on a component and allowing a connection with another compatible component, including for example catch-connectors and snap-fit connectors, as well as other suitable fastening mechanisms, such as, for example, a nesting assembly as described herein.
- the expressions “catch-connector” and “snap fit joint component”, or even “lock-connector” (in some cases) as well as any other equivalent expressions and/or compound words thereof may be used interchangeably, as can be easily understood by a person skilled in the art.
- the expressions “snap fit joint”, “structural joint”, “structural permanent joint”, as well as any other equivalent expressions and/or compound words thereof may be used interchangeably, as apparent to a person skilled in the art.
- the expressions “male” and “female” may be used interchangeably, when referring to “catch-connector” and “snap-fit joint component”, as can be easily understood.
- the expressions “stadium riser section”, “riser module assembly” and “modular seating riser”, as well as any other equivalent expressions and/or compound words thereof, may be used interchangeably.
- any other mutually equivalent expressions such as “back section”, “back riser”, “vertical section”, “vertical riser section” or even “third module” (in some cases), as well as for “screwed joint” and “nesting connection”, or even for “floor section”, “inner floor subsection”, “outer floor subsection”, “intermediate floor subsection”, “first module”, “second module” and “third module”, as the case may be.
- the expressions “structural module assembly”, “level”, “row” and/or other mutually equivalent terms may also be used interchangeably when referring to the levels of a seating stadium riser, as apparent to a person skilled in the art.
- each of the structural modules being a metal extrusion having an elongated shaped body with two opposite lateral edges.
- the set of structural modules 1 comprises a first module 3 having a female tensioned catch-connector 30 provided along at least one 5 of the lateral edges thereof, and a second module 6 having a male tensioned catch-connector 28 provided along at least one 8 of the lateral edges thereof, the male and female tensioned catch-connectors 28 , 30 having complementary configurations for mating and interlocking together.
- the first and second modules 3 , 6 are operable between an unassembled configuration, as shown in FIGS. 2 and 3 , wherein the female and male catch-connectors 28 , 30 are disconnected, and an assembled configuration, as shown in FIG. 1 , wherein the female and male catch-connectors 28 , 30 are interlocked together and frictionally tensioned against one another to form a structural permanent joint 19 .
- a single elongated L shaped stadium riser section 15 consisting of a floor section 12 and a back section 14 .
- the floor section 12 has an outer edge 20 and an inner edge 22 and the back section 14 has a top edge 24 and a bottom edge 26 .
- the inner edge 22 of the floor section 12 is preferably provided with either a male 28 or a female 30 snap fit joint component (i.e. male and female tensioned catch-connector) mating respectively to a female 30 or male 28 snap fit joint component provided at the bottom edge 26 of the back section 14 .
- the floor section 12 and back section 14 may correspond to the aforementioned first 3 and second modules 6 , respectively, or visa versa, that is to say, the floor section 12 and back section 14 may alternatively correspond to the second 6 and first 3 modules respectively.
- the floor section 12 comprises at least two floor subsections 16 , 18 extending side-by-side to each other.
- the at least two floor subsections 16 , 18 comprise an outer floor subsection 16 , an inner floor subsection 18 and a structural snap fit joint 19 (i.e. structural permanent joint) joining an inner edge 32 of the outer floor subsection 16 to an outer edge 34 of the inner floor subsection 18 .
- the outer floor subsection 16 and inner floor subsection 18 may correspond to the aforementioned first 3 and second 6 modules, respectively, or visa versa, that is to say, the inner floor subsection 18 and outer floor subsection 16 may alternatively correspond to the second 6 and first 3 modules, respectively.
- the inner floor subsection 18 is connected via a snap fit joint 19 (i.e. structural permanent joint) to the outer floor subsection 16 at its outer edge 34 and to the bottom edge 26 of the back section 14 at its inside edge, which corresponds to the inner edge 22 of the floor section 12 .
- a snap fit joint 19 i.e. structural permanent joint
- the outer floor subsection 16 and the inner floor subsection 18 of the riser section 15 are preferably extruded in the form of cellular sections.
- the hollow cells 9 increase the transverse and longitudinal flexural strength of the outer and inner floor subsections 16 , 18 by increasing their depth and sectional modulus while minimizing the area of extruded metal or aluminum.
- a third module 13 such as a back section 14 may be extruded as a solid section, preferably made of aluminum. It may also be extruded as a hollow cellular section, as better illustrated in FIG. 11 , similarly to outer and inner floor subsections 16 , 18 .
- the vertical riser section may be extruded as two or more separate pieces, each piece or subsection being a solid section or a hollow cellular section, also similar in form to the floor subsections 16 and 18 . In such a case, the two back subsections may be joined together to form a back riser section 14 .
- the back section 14 is usually a single piece but for steep seating areas, it may advantageously consist of a plurality of subsections, such as for example, upper and lower subsections.
- the above-mentioned third 13 module will be explained more in detail further below.
- any one of the structural modules 3 , 6 , 13 including the outer and/or inner floor subsections 16 , 18 , as well as the back section 14 may be provided in the form of a solid component (i.e. meaning not hollow or not cellular, in the context of the present description) or semi-solid component, as can be easily understood.
- any one of the structural modules 3 , 6 , 13 may be provided with a single hollow cell, depending on the width of the module, as can be easily understood by a person skilled in the art.
- the cellular section(s) may contain insulation material in order to reduce sound transmission and reverberation.
- such insulation material may include ultra lightweight concrete, which is fire resistant, sealing, thereby preventing leakage of fluids into the cavities (i.e. cells) and reduces vibration. Any other suitable insulating material or sealant may alternatively be used, as can be easily understood.
- the aforementioned first and second modules 3 , 6 may have inner cellular sections 9 defined by first and second space-apart walls 10 interconnected by transversal ribs 11 .
- the female catch-connector 30 preferably comprises a pair of inward female sloping-arms 44 , each extending from a respective one of the first wall and the second wall 10 inward a cellular section 9 .
- the female sloping-arms 44 slope toward one another, each at a substantially identical first angle 51 with respect to the first and second walls 10 , respectively.
- the male catch-connector 28 preferably comprises a pair of outward male sloping-arms 38 , each extending from a respective one of the first wall and the second wall 10 outward a cellular section 9 .
- the male sloping-arms 28 slope toward one another, each at a substantially identical second angle 50 with respect to the first and second walls 10 respectively.
- the second angle 50 is inferior to the first angle 51 for wedging the male catch-connector 28 within the female catch-connector 30 .
- each male sloping-arm 38 has a male contact surface 39 provided with a locking stub 40 to engage a respective end 45 of the female sloping-arm 44 and lock the male catch-connector 28 within the female catch-connector 30 .
- the above tensioned catch-connectors 28 , 30 may be any connector or fastener configured to interlock with another complementary catch-connector, that is to say, it can not easily disconnect therefrom and further forming a structural joint, by virtue of a biasing force, tension or friction created between the two catch-connectors.
- the structural snap fit joint 19 may comprise a male snap fit joint component 28 that is pressed into a receiving female snap fit joint component 30 .
- the male component 28 has two sloping-arms 38 , as previously mentioned, each sloping-arm being preferably of solid thickness.
- the end of each arm 38 has a locking stub 40 protruding on the contact surface 39 , which engages with the female component 30 .
- the locking stub 40 has a locking face 42 that is preferably perpendicular to the sloping-arm 38 and is of a length to ensure that the male component 28 cannot slide out once it has been installed, as better shown in FIGS. 5 and 6 .
- the end of the locking stub 40 preferably has a rounded surface 52 to allow it to glide smoothly along the portion of the female component 30 that it contacts as the male component 28 is pressed in.
- the female component 30 also has two sloping-arms 44 , each being preferably of solid thickness.
- the side of the female component 30 that is in contact with the male component 28 i.e. “female contact surface” 47 is preferably smooth and straight.
- the end 45 of each arm preferably has a locking stub 46 (also referred to herein as the “blocking stub”) on the opposite side of the contact surface 47 , which, as explained, corresponds to a side of the arm which engages with the male component 28 .
- the outside edge of the locking stub face 48 is perpendicular to the sloping-arm 44 of the female component 30 , for mating with the corresponding locking stub 40 of the male component 28 .
- the slope angle 50 of the sloping-arm 38 of the male component 28 is made smaller than the corresponding slope angle 51 of the sloping-arm 44 of the female component 30 .
- a significant pressure is required to force the male component 28 into the female component 30 .
- the difference in angle is such that after the locking stubs 40 , 46 have come into contact, a large permanent pressure exists between the male 28 and female 30 components.
- This contact pressure develops large friction forces between the male 38 and female 44 arms resisting any movement in the longitudinal direction of the joint 19 .
- This pressure is designed to be significantly larger than the horizontal shear forces developed by the longitudinal bending of the riser due to its dead load and anticipated live load.
- FIG. 6 shows a snap fit joint 19 being utilized to connect the back section 14 to the inner floor subsection 18 . Similar joints would be used to connect the back subsections should they be produced in two or more pieces. Of course, other configuration of structural snap fit joint components could be used.
- each female sloping-arm 44 preferably has a female contact surface 47 devised to engage with the male contact surface 39 of a corresponding one of the male sloping-arms 38 and the end 45 of each of the female sloping-arms 44 comprises a blocking stub 46 protruding from a surface opposite the female contact surface 47 for interlocking with a corresponding one of the locking stubs 40 of the male sloping-arms 38 .
- the locking stub 40 preferably has a rounded surface 52 to glide along the female contact surface 47 .
- each sloping-arm 38 , 44 is preferably resilient, in order to be compressed during assembly, i.e. when sliding the male catch-connector 28 into the female catch-connector 30 , and to further exert a biasing force against the corresponding opposite sloping-arm, when the male catch-connector 28 and female catch-connector 30 are assembled.
- one of the sloping-arms 38 , 44 may be substantially inflexible.
- the sloping-arms 38 , 44 of each catch-connector 28 , 30 extend symmetrically with respect to the central axis defined between the sloping-arms 38 , 44 .
- the sloping-arms 38 , 44 of a given catch-connector may be asymmetrically disposed, in size and/or angle.
- the above-described catch-connector 28 , 30 may be provided with only one sloping-arm or more than two sloping arms and/or other similar components, without departing from the scope of the present invention, as can be easily understood by a person skilled in the art.
- the female component may be provided with a substantially solid sloping-arm. More particularly and as better illustrated in FIG.
- the female sloping-arm 44 is formed by an inverted-V shaped protrusion extending along the corresponding wall 10 of the structural module 3 , so as to form a notch which provides the above-mentioned end 45 of the female sloping-arm 44 for catching the male component 28 .
- the male component 28 may alternatively be provided with a substantially solid sloping-arm.
- the male and female components may be provided in any suitable shape, size and configuration as long as they can be suitably engaged, locked and tensionally interconnected.
- the female tensioned catch-connector 30 and the male tensioned catch-connector 28 may each extend substantially laterally with respect to the body of the corresponding module such that when the first and second modules 3 , 6 are in the assembled configuration, a substantially planar riser module assembly 15 is formed, as better illustrated in FIG. 5 .
- a substantially planar riser module assembly 15 preferably defines a floor section 12 of the modular seating riser 2 .
- the substantially planar riser module assembly 15 may alternatively define a wall section 14 (also referred to herein as “back section”), as already mentioned.
- the female tensioned catch-connector 30 may extend substantially perpendicularly with respect to the body of the first module 3 and the male tensioned catch-connector 28 may extend substantially laterally with respect to the body of the second module 6 such that when the first 3 and second 6 modules are in the assembled configuration, a substantially corner riser module assembly 15 is formed, as previously mentioned, as exemplified in FIG. 6 .
- a similar substantially corner riser module assembly 15 may also be formed with a first module 3 having a female catch-connector 30 extending substantially laterally with respect to the body of the corresponding first module and the male tensioned catch-connector 28 extending substantially perpendicularly with respect to the body of the corresponding second module 6 , as can be easily understood by a person skilled in the art.
- the male 28 and female 30 catch-connectors may each extend or be oriented at any suitable angles with respect to the body of the corresponding module 3 , 6 , (for example, each at 45 degree angles) such that, when assembled together, a substantially perpendicular angle results, as can be easily understood.
- such a corner riser module assembly provides a wall section 14 or portion thereof, and a floor section 12 or portion thereof.
- a corner riser module assembly 15 may provide a floor section 12 or portion thereof, with a barrier section 84 , typically for a lowermost row of a modular seating riser, as exemplified in FIGS. 17 and 18 , and as better explained further below.
- At least one of the structural modules 3 , 6 , 13 is preferably provided with an opening 62 for receiving a seat fastener, such as a bolt, to attach a seat thereto, generally by securing the seat support plate to the vertical riser section 14 .
- the opening 62 includes a slot 64 (or “groove”) oriented longitudinally with respect to the body of the structural module 13 for adjustably positioning the seat fastener therealong.
- a pair of continuous slots 64 or grooves extend in parallel along the vertical section 14 of the riser module assembly 15 , the pair of slots 64 being laterally spaced apart with respect to the vertical section 14 in order to receive upper and lower fasteners of a row of seats, each seat typically requiring one or two vertical rows of bolts to attach the seat support plate to the vertical riser section.
- the slots 64 may extends along the entire length of the structural module, as exemplified in FIG. 15 , or they may be delimited within the structural module 13 .
- a plurality of slots 64 may be provided adjacently along the structural module 13 , as can be easily understood.
- opening 62 and/or slot 64 may be provided, alternatively or additionally, along a floor section 12 of the riser 2 , in order to provide fastening means to mount one or more seat to the floor section 12 .
- the aforesaid first and second modules may each be provided with at least one opening 62 or slot 64 , preferably to cooperate and provide, for example, a pair of longitudinal slots 64 along the vertical 14 or floor section 12 , when assembled.
- Tee bolt also referred to as “T head bolt” or “planar bolt”
- planar bolt any suitable type of fastener may be installed in the slot with the Tee head being positioned in parallel with respect to the length of the slot and then rotated to keep it in place as the seat is installed. The seat or bench is slid to its correct location and the Tee bolt is then tightened.
- Seat configurations can thereby easily be changed, such as the mounting of a wider seat or placing of a bench for an obese person or the installing of a special seat or removing of seats for a handicapped person (for example, for a season ticket holder).
- Seat spacing can be changed by loosening the bolt and sliding the seat. The installation of seats using such a slot thereby, does not require any measuring, drilling or installation of an epoxied anchor, as generally required for seat installations on conventional stadium risers. Seats may thus be easily and quickly installed and uninstalled, resulting in time and cost savings. It is to be understood that a standard method of mounting seats may also be applied according to embodiments of the present invention.
- a modular seating riser 2 for mounting seat rows of a bleacher's type stadium comprising at least a first 3 and a second 6 structural module, as described hereinabove.
- a plurality of sets of structural modules 1 is provided, each set being assembled from two or three structural modules 3 , 6 , 13 , or subsections 16 , 18 , 90 , so as to form a floor section 12 a , 12 b , 12 c corresponding to a row of seats or a level of the modular seating riser 2 .
- Each successive pair of floor sections 12 a , 12 b , 12 c being connected, preferably by a third module 13 or wall section 14 a , 14 b , 14 c , in order to interconnect each of the floor sections 12 and thus provide the multi-level modular seating riser 2 .
- FIG. 17 is a three-level portion of a modular seating riser 2 , according to an embodiment of the present invention.
- the lowermost level corresponding to a first level 15 a of the modular seating riser 2 is made of a floor section 12 a having a first module 3 a (i.e. inner floor subsection 18 a ) and a second module 6 a (i.e. outer floor subsection 16 ) being connected via another module 6 ′ a forming an intermediate floor subsection 90 a .
- the intermediate floor subsection 90 a is provided in the form of a cellular structural module, similar to the ones described herein, having a female catch-connector 30 along an inner edge 8 ′ thereof and a male catch-connector 28 along an outer edge 68 ′ thereof, in order to mate and interconnect with corresponding catch-connectors of inner floor 18 a and outer floor 16 a subsections, respectively, and form a permanent structural joint 19 along each lateral edge 8 ′, 68 ′ thereof.
- the outer floor subsection 16 a is connected at a top face 78 thereof to a third module 13 ′ a , having the form of a vertical barrier section 84 being connected by a catch-connector joint 19 .
- the inner floor subsection 18 a is similarly connected at a top face 78 thereof to another said third module 13 a , provided here in the form of a wall section 14 a .
- the wall section 14 a is a solid, planar member, having a catch-connector 28 at a lowermost edge 26 for connecting to the first structural module 3 a .
- the wall section 14 a further defines a blade-like upper edge 24 which connects to the floor section 12 b of a succeeding level 15 b , via a nesting connection 36 , as better illustrated in FIG. 7 .
- the blade-like edge 24 is received in an overlapping screw joint connector 56 provided along the outer edge 20 of the second module 6 b (or outer floor section 16 b ) of the succeeding structural module assembly 15 b (i.e. floor section 12 b with wall section 14 b ), as better illustrated in FIG. 8 .
- the aforementioned nesting connection 36 will be described more in detail further below.
- the next structural module assembly 15 b corresponds to the second level of the modular seating riser 2 .
- This second level 15 b comprises a floor section 12 b being made of two structural modules 3 b , 6 b (outer floor subsection 16 b and inner floor subsection 18 b ) and a third module 13 b forming a wall section 14 b similar to that of the first level 15 a .
- the wall section 14 b of this second level 15 b is thus configured to connect to another floor section 12 c of another succeeding level 15 c.
- the said another succeeding level i.e. third level of the modular seating riser 2
- a third structural module assembly 15 c i.e. floor section 12 c with wall section 14 c
- this third level 15 c also comprises a floor section 12 c being made of two structural modules 3 c , 6 c (outer floor subsection 16 c and inner floor subsection 18 c ) and a third module 13 c forming a wall section 14 c similar to that of the first 15 a and second 15 b levels.
- the wall section 14 c of this third level 15 c is also configured to connect to another floor section of a subsequent level assembly, however no such subsequent level is shown in FIG. 17 .
- FIG. 18 there is shown another similar multi-level portion of a modular seating riser 2 , according to another embodiment of the present invention.
- the wall sections 14 a , 14 b and 14 c are made of a cellular extrusion and are each further provided with a pair of slots 64 therealong, as previously described.
- the third level 15 c in FIG. 18 is shown partially, namely the outer floor subsection 16 c having a catch-connector 28 for mating with another complementary catch-connector of another module (not illustrated).
- the modular seating risers 2 shown in FIGS. 17 and 18 comprise a plurality of structural riser assemblies 15 a , 15 b , 15 c in order to form a multi-level riser section 2 .
- a plurality of floor sections 12 are typically linked by vertical sections 14 , in order to build the modular seating riser 2 .
- the other lateral edge 66 , 68 of the first module 3 and/or second module 6 is preferably provided with a lock-connector 53 .
- a lock-connector 53 may include the above-described catch-connector 28 , 30 (or snap fit component) or any other suitable fastening connector, such as the above-mentioned nesting connection 36 .
- the vertical section 14 is provided by at least one of said third structural module 13 , as mentioned above, having an elongated shaped body.
- the third module 13 or wall section 14 is provided with a first 70 and a second 72 opposite lateral edge, to connect, via a first lock-connector 74 provided along the first lateral edge 70 thereof, with one of the first 3 and second 6 modules.
- the first lock-connector 74 of the third module 13 and the lock-connector 53 of the other lateral edge 66 , 68 of the first module 3 and/or second 6 module have complementary configurations for mating and interlocking together.
- the barrier section 84 i.e. third module 13 ′ a ) described above and illustrated in FIGS.
- a male catch-connector 28 i.e. lock-connector 74
- a lower edge thereof i.e. first lateral edge 70 ′ a
- the upper edge 72 ′ a of the barrier section 84 is trimmed.
- any of the structural modules described herein may be provided with a trim edge, that is to say, not provided with a connector.
- the modular seating riser 2 or a portion thereof, when assembled may comprise unattached or delimiting components, namely at the lowermost and uppermost levels thereof, as can be easily understood, which may or may not have such a trim edge.
- the above-described wall sections 14 a , 14 b , 14 c (i.e. third module 13 a , 13 b , 13 c ) also each have a male catch-connector 28 (i.e. lock-connector 74 ) provided along a lower edge (i.e. first lateral edge 70 a , 70 b , 70 c ) thereof for connecting, in this case, with an inner floor subsection 18 , (i.e. first modules 3 a , 3 b , 3 c , respectively).
- the illustrated wall sections 14 a , 14 b , 14 c further comprise a connector 76 provided along an upper edge thereof (i.e.
- the third module 13 may comprise a second lock-connector 76 provided along the second lateral edge 72 thereof. More particularly, the first lock-connector 74 of the third module 13 and the lock-connector 53 of the other lateral edge 66 of the first module 3 have complementary configurations for mating and interlocking together. Moreover, the second lock-connector 76 of the third module 13 and the lock-connector 53 of the other lateral edge 68 of the second module 6 have complementary configurations for mating and interlocking together.
- the first and second lock-connectors 74 , 76 of the third module 13 both extend substantially laterally with respect to the body of the third module 13 and the lock-connectors 53 provided along the other lateral edge 66 , 68 of both the first and second modules 3 , 6 extend substantially perpendicularly with respect to the body of the first module 3 and second module 6 , respectively, such that when the first or the second module 3 , 6 is assembled with the third module 13 , a substantially corner riser assembly 15 is formed.
- the above-described third module 13 typically corresponds to a vertical section 14 , 84 of the modular seating riser 2 or to a portion thereof, and more particularly to a linking wall section 14 , it is to be understood, that the above-described third module 13 may be used in any suitable configuration in cooperation with the other structural modules 3 , 6 , 13 . Moreover, this third module 13 may be embodied by an assembly of submodules. More particularly, in the case where the third module 13 defines a riser wall section 14 , this wall section 14 may include any suitable number of wall subsections, such that the resulting wall section 14 forms the above-described third module 13 . The same applies to the assembly of first 3 and second 6 modules, as can be readily understood by a person skilled in the art.
- first 3 and second 6 modules define a floor section 12
- they may be connected by any suitable numbers of intermediate floor subsection 90 , in order to extend the floor section and/or increase structural support therein.
- the third module 13 may alternatively correspond to another floor subsection 12 , for example, with reference to FIGS. 17-18
- the inner floor subsection 3 a and the intermediate floor subsection 90 may correspond to the first 3 and second 6 ′ modules, respectively, while the outer floor subsection 16 a may correspond to a third module 13 .
- any one of the above-mentioned lock-connectors 53 may include the above-described catch-connector or snap connector, male 28 or female 30 , as can be easily understood by a person skilled in the art.
- the first 3 b and second 6 b modules have a top face 78 opposite to a bottom face 80 and the lock-connector 53 provided along the other lateral edge 66 b of the first module 3 b extends from the top face 78 thereof whereas the lock-connector 53 provided along the other lateral edge 68 b of the second module 6 b extends from the bottom face 80 thereof.
- a substantially stepped riser assembly 15 is formed with the first 3 b and second 6 b modules forming a floor section 12 b of one row of seats.
- the third module 13 b assembled to the first module 3 b forms a wall section 14 b of the said one row of seats and the third module 13 a assembled to the second module 6 b forms a wall section 14 a of a preceding inferior row of seats.
- the third module 13 b or resulting vertical section 14 b is preferably shaped and configured to fit over the innermost edge 22 b of the floor section 12 b (i.e. first module 3 b ) and to also fit under the outermost edge 20 b of the floor section 12 b (i.e. second module 6 b , as better illustrated in FIG. 7 .
- the riser section 2 can be provided with an additional back section 14 a extending at right angle from the outer edge 20 b of the floor section 12 b projecting in an opposite direction to the back section 14 b , which corresponds to the above-described floor section 12 , the additional back section 14 a being joined to the outer edge 20 b of the floor section 12 b .
- the floor section 12 b is connected to a back section 14 b at its outer edge 20 b and to another a back section 14 a of a preceding row, at its inner edge 22 b.
- the above-mentioned lock-connector 53 may be a catch-connector 28 , 30 , as previously described or any other suitable connector and/or fastener.
- the additional back section 14 is joined to the outer edge 20 of the floor section via a nesting connection 36 , including for example, an overlapping screwed joint 36 .
- the first lock-connector 74 provided along the first lateral edge 70 of the third module 13 comprises a male tensioned catch-connector 28 , as described above and the second lock-connector 76 provided along the second lateral edge 72 of the third module 13 comprises a protruding flange 54 , which may be plate-shaped as shown in FIGS.
- the lock-connector 53 provided along the other lateral edge 66 of the first module 3 is a female tensioned catch-connector 30 as described above, for receiving the male tensioned catch-connector 28 of the third module 13 .
- the lock-connector provided along the other lateral edge 68 of the second module 6 is an inverted-U shaped overlapping joint-connector 56 sized for nesting therein the protruding flange 54 of the second lock-connector 76 of the third module 13 .
- the second lock-connector further comprises a supporting ledge 86 extending substantially perpendicularly with respect to the body of the third module 13 , toward an inner face 88 thereof, to provide further support for and/or fastening means with the corresponding floor section 12 , as better shown in FIGS. 14 and 16 .
- the inverted-U shaped overlapping joint-connector 56 may comprise at least one guide stub 58 for guiding therein the protruding flange 54 of the third module 13 , as well as a fastening assembly for fastening the third module 13 thereto.
- the joint 36 includes a knife joint where a male component 54 slides directly into the female component 56 .
- the female component 56 has the guide stubs 58 to effectively direct the male component 54 into its proper location.
- Vertical forces are transferred by contact bearing from the floor section 12 directly through to the back section 14 .
- Self tapping screws 60 spaced uniformly along the length of the riser section, are drilled from the outside of the floor section 12 through the outer skin of the floor section 12 into the back section 14 developing the necessary horizontal shear force to resist the longitudinal bending of the riser due to its dead load and anticipated live load.
- the overlapping screwed joint 36 i.e. nesting connection
- longitudinal anti-skid flutes 92 are extruded onto the walking surface of the floor sections 12 to prevent slipping of pedestrian traffic, as better illustrated in FIGS. 11 and 15 .
- longitudinally fluted designs 94 are preferably extruded into the sections 12 adjacent and parallel to the joints 36 on the apparent side. The fluted designs 94 thereby elegantly hide the joints 36 and also allow the head of all screws 60 to have a flush finish with the surface of the outer edge of the floor section 12 , akin to having a countersunk hole for the screws 60 .
- the decorative fluted designs 94 may be detailed to contain female joints that allow the male portion of a clamping tool to be inserted such that the clamping tool will assist in drawing both portions of the overlapping screwed joint 36 into contact.
- the above-described modular seating riser 2 may thus be entirely assembled and mounted on site from disassembled structural modules, according to embodiments of the present invention, and/or with other additional modules.
- the above-described modular seating riser may be provided in semi-assembled portions (i.e. assembled in riser module assemblies 15 ). Indeed and for example, there may be provided a single-row configuration wherein one row of floor and wall section is assembled together, a double-row configuration wherein two rows are assembled, a triple-row configuration wherein three rows are assembled, a quadruple-row configuration wherein four rows are assembled, and/or any other configuration suitable for transportation and on-site assembly and mounting, as can be easily understood.
- the above-mentioned modular seating riser portions and structural modules may be provided in a variety of lengths, as can also be readily understood.
- the above-mentioned modular seating riser portions and/or kit of structural riser modules may be additionally provided with a stair section made of extruded metal or aluminum, typically for facilitating circulation across the riser.
- the stair section may be provided integral or assembled with the modular seating riser portion or separately, as can be easily understood by a person skilled in the art.
- the above-described modular seating riser, structural riser modules and/or components thereof are preferably made of aluminum, namely for its anticorrosion properties and its ease of extrusion.
- the modular seating riser, structural riser modules and/or components thereof may be painted using a suitable paint or protected for fireproofing, finishing, shimming or insulating purposes.
- the ends of each of the structural module is capped using a ultra lightweight concrete and/or any other suitable caulking.
- the modular seating riser, structural riser modules and/or components thereof may be covered with any suitable cladding, as can be easily understood.
Abstract
A modular seating riser for stadia, a set of structural modules for building the same, a kit and an assembly therefor, as well as to a method for building the same, are provided. More particularly, a set of structural modules for building a structurally sound modular seating riser on which seats of a bleacher-type stadium can be mounted are provided. The structural modules are an elongated metal extrusion. The set of structural module includes a first module having a female tensioned catch-connector provided along a lateral edge thereof, and a second module having a male tensioned catch-connector provided along a lateral edge thereof. The male and female tensioned catch-connectors have complementary configurations for mating and interlocking together, and forming, when interlocked together, a structural permanent joint.
Description
- The present invention generally relates to a modular seating riser for stadia, to a set of structural modules for building the same, to a kit and an assembly therefor, as well as to a method for building the same.
- Known in the art are prefabricated or precast concrete grandstand riser sections. The majority of stadiums, both indoor and outdoor, utilize this type of construction to support their seating. The usual construction method utilizes a structural steel or concrete support structure, although other materials can be used. The supporting structure typically consists of vertical column elements that support sloping raker beams. The raker beam is erected at the appropriate slope matching the inclination of the grandstand and in turn supports the grandstand precast riser sections that are fixed to it. The raker beams are parallel in straight seating sections and are typically spaced at intervals between 25 to 40 feet but may be spaced at closer or wider distances. In the corners of most stadiums, the seating areas approximate curves by using straight precast riser segments. In these instances, the raker beams are not parallel and the spacing between the rakers is variable.
- The precast riser sections are “L” shaped sections consisting of a relatively horizontal floor section and a vertical back section. The riser sections are designed to support both their own dead weight in addition to the weight of the spectators attending an event. The riser sections must also be designed to meet certain deflection and vibration criteria so that the spectators feel comfortable and safe from their elevated seat location. The horizontal section may be slightly sloped for drainage and to facilitate cleaning between events. This flat floor section creates the space for the seating area plus a walkway aisle in front of the seat and may also support floor mounted seat brackets. The vertical section forms the back of the seating area and generally has a seat bracket fixed to its surface. Today, most seats are back mounted to facilitate cleaning and maintenance between events. In order to minimize construction and erection time, the riser sections are often constructed as a double L or a triple L creating two or three rows of seating respectively.
- Typical stadium seats require one or two vertical rows of bolts that attach the seat support plate to the back of the riser section. To accomplish this with concrete risers, first the location of each bolt has to be measured and marked, holes drilled, threaded anchors placed and epoxied into place prior to seat installation. For steel risers, bolt location must be measured and marked, holes drilled and one-sided bolts used to install the seats. In the case of SPS (Sandwich Plate System) risers, the same procedure is used as for concrete risers. Additionally in all of the above cases, if seats need to be relocated for any reason, such as to install handicap seating, new bolts have to be installed. Generally, epoxy anchored bolts are expensive and can only be installed in temperatures above freezing.
- Precast concrete riser sections are relatively heavy and weigh in the vicinity of 100 pounds per square foot. Most North American design codes specify that the live load to be supported by the riser sections is 60 pounds per square foot. Thus the supporting structure must be designed to carry a larger proportion of dead load than live load resulting in a heavy support structure. Additionally, seismic lateral forces are calculated as a percentage of the dead load only, again resulting in large lateral forces to be resisted by the structure.
- Large stadiums require hundreds of riser units. Precast concrete units must be poured in individual forms and necessitate cure time. This results in long prefabrication times in order to fabricate a sufficient number of units prior to commencement of erection. Also for large grandstands, the uppermost risers require a long crane reach to deposit the units. These heavy units require large crane capacities significantly increasing crane size and cost. Higher capacity cranes have slower travel speeds again increasing erection cost. Moreover, the constant tread width of such precast concrete units generally renders an inflexible geometry.
- A small percentage of stadiums use prefabricated steel riser sections custom manufactured from steel plate components. Steel risers have the same form and shape as the precast concrete risers. Known to the Applicant is U.S. Pat. No. 7,047,699 (KENNEDY), which describes sandwich plate stepped riser made of upper and lower metal plates bonded together by an elastomer.
- Also known to the applicant is U.S. Pat. No. 5,159,788 (MERRICK), which discloses a decking system for bleacher-type stadium seating, including a plurality of extruded metal formed filler boards, foot boards and riser boards, which may be interlocked with each other and with a stadium seating substructure. The substructure includes conventional angle members forming an L shaped support surface for receiving the various decking components.
- Steel riser sections are much lighter using thin steel plates capable of resisting the overall load. However these plates must be locally reinforced to minimize local deflection and vibration forces resulting in more expensive riser sections than precast concrete risers. In some instances a secondary structure is required. In addition, steel riser sections require welding to fabricate the section. The welded joints cause distortion of the steel plates necessitating costly shop operations to correct these distortions.
- Also known to the Applicant are die-formed aluminum riser sections. These sections are however limited in length and require a secondary steel structure to support the sections, resulting in cluttering of the space underneath the riser. This space is usually used for spectators to circulate within the stadium, and for restaurants and washrooms areas. Existing aluminum risers are therefore mostly used for small municipal stadiums.
- A number of modular structures are known in the field of staircases. For example, known to the applicant is U.S. Pat. No. 3,608,256 (JEFFERYS), which discloses an adjustable step construction having cooperating projections and grooves on the riser portion in order to adjust the height of each step. Also known to the applicant is PCT patent application WO90/04692 (MOON et al.), which discloses a staircase made of a plurality of tread members which can be adjustably mounted in order to vary the angle of the staircase. Moreover, also known to the applicant is European patent application 82306775.6 (PERRY et al.), which is directed to a staircase cladding adapted to clad the nose and the riser of the step. However, these documents are considered to be irrelevant with respect to the field of the present invention since the structures described therein are not readily suitable for bleacher-type stadium seating risers provided in large scale grandstand riser sections.
- Thus there is a need for an improved riser unit and/or seating riser that performs as well as a concrete riser from a spectator viewpoint, is lighter in order to reduce the weight of the supporting structure and the lateral seismic forces, that span across a considerably long distance, that can be manufactured and assembled in a relatively short time frame and that is lighter to reduce the equipment cost and erection time and effort.
- An object of the present invention is to provide a riser section and/or riser assembly that satisfies at least one of the above-mentioned needs.
- In accordance with an aspect of the present invention, the above object is achieved with a set of structural modules for building a modular seating riser on which seats of a bleacher-type stadium are mounted, each of the structural modules being a metal extrusion having an elongated shaped body with two opposite lateral edges, the set comprising: a first module having a female tensioned catch-connector provided along at least one of the lateral edges thereof; and a second module having a male tensioned catch-connector provided along at least one of the lateral edges thereof, the male and female tensioned catch-connectors having complementary configurations for mating and interlocking together, the first and second modules being operable between an unassembled configuration, wherein the female and male catch-connectors are disconnected, and an assembled configuration, wherein the female and male catch-connectors are interlocked together and frictionally tensioned against one another to form a structural permanent joint.
- In the context of the present invention, the term “structural” means used in or necessary to building, capable of bearing the weight of a building structure or a part of I 0 a structure that bears a weight, or the structural piece used for such a part.
- In the context of the present invention, the term “module” means a standardized, often interchangeable component of a system or construction that is designed for easy assembly or flexible use.
- Moreover, the term “modular” means relating to or based on a module or modulus, or designed with standardized units or dimensions, as for easy assembly and repair or flexible arrangement and use.
- In the context of the present invention, the term “extrusion” means a material having been pushed or drawn through a die of the desired cross-section, or an object or material produced by extruding (i.e. shaped by forcing it through a die).
- In the context of the present invention, the term “catch-connector” means a fastener being configured to join with another complementary catch-connector and to interlock therewith once joined, typically by virtue of a hooking or blocking system formed between the two fasteners, mutually locking the catch-connectors together. Moreover, the expression “tensioned catch-connector” means that the catch-connector is biased and/or exerts a force, so as to form, once connected to the other complementary catch-connector, a structural joint, by virtue of a biasing force, a tension, a mechanical stress or a friction force created between the two catch-connectors.
- In the context of the present invention, the term “interlocking” means uniting/joining closely as by hooking or dovetailing, or connecting the modules together so that these modules affect each other in motion or operation.
- According to another aspect of the invention, there is provided a modular seating riser for mounting seat rows of a bleacher's type stadium, the modular seating riser comprising: at least a first and a second structural module, each of the first and second structural modules being a metal extrusion having an elongated shaped body with two opposite lateral edges, the first module having a female tensioned catch-connector provided along at least one of the lateral edges thereof, and the second module having a male tensioned catch-connector provided along at least one of the lateral edges thereof, the male and female tensioned catch-connectors having complementary configurations for mating and interlocking together, the first and second modules being operable between an unassembled configuration, wherein the female and male catch-connectors are disconnected, and an assembled configuration, wherein the female and male catch-connectors are interlocked together and frictionally tensioned against one another to form a structural permanent joint.
- Preferably, an other lateral edge of at least one of the first and second modules is provided with a lock-connector and the modular seating riser further comprises: at least one third structural module having an elongated shaped body with a first and a second opposite lateral edge, a first lock-connector provided along the first lateral edge, the first lock-connector of the third module and the lock-connector of the other lateral edge of the at least one of the first module and second modules having complementary configurations for mating and interlocking together. Preferably, the other lateral edges of both the first and second modules are each provided with the lock-connector. Preferably, the third module comprises a second lock-connector provided along the second lateral edge thereof, the first lock-connector of the third module and the lock-connector of the other lateral edge of the first module having complementary configurations for mating and interlocking together and the second lock-connector of the third module and the lock-connector of the other lateral edge of the second module having complementary configurations for mating and interlocking together.
- Preferably, the first and second modules, in the above-mentioned embodiments, have inner cellular sections defined by first and second space-apart walls interconnected by transversal ribs and wherein the female catch-connector comprises a pair of inward female sloping-arms, each extending from a respective one of the first wall and the second wall inward a cellular section, the female sloping-arms sloping toward one another at a substantially identical first angle with respect to the first and second walls respectively, and the male catch-connector comprises a pair of outward male sloping-arms, each extending from a respective one of the first wall and the second wall outward a cellular section, the male sloping-arms sloping toward one another, each at a substantially identical second angle with respect to the first and second walls respectively, the second angle being inferior to the first angle for wedging the male catch-connector within the female catch-connector and each male sloping-arm having a male contact surface provided with a locking stub to engage a respective end of the female sloping-arm and lock the male catch-connector within the female catch-connector.
- Preferably, the female tensioned catch-connector, in the above-mentioned embodiments, extends substantially laterally with respect to the body of the first module and the male tensioned catch-connector extends substantially laterally with respect to the body of the second module such that when the first and second modules are in the assembled configuration, a substantially planar riser module assembly is formed. Preferably, the substantially planar riser module assembly defines a floor section of the modular seating riser.
- Preferably, the above-mentioned third module defines a vertical wall section (also referred to herein as “back section”).
- Preferably, there is provided an elongated stadium riser section made of extruded metal and having an L shaped cross-section formed with a floor section and a back section extending substantially at a right angle to each other and a structural snap fit joint (i.e. the “structural permanent joint”) joining the floor section and the back section.
- Preferably, the floor section has an outer edge and an inner edge and the back section has a top edge and a bottom edge. The inner edge of the floor section is preferably provided with either a male or a female snap fit joint component mating respectively to a female or male snap fit joint component provided at the bottom edge of the back section.
- Still preferably, the riser further comprises an additional back section extending at right angle from the outer edge of the floor section in opposite direction to the back section described above, the additional back section being joined to the outer edge of the floor section with an overlapping screwed joint.
- Preferably, the floor section comprises at least two floor subsections extending side-by-side to each other. The at least two floor subsections comprise an outer floor subsection, an inner floor subsection and a structural snap fit joint joining an inner edge of the outer floor subsection to an outer edge of the inner floor subsection.
- According to yet another aspect of the invention, there is provided a kit for forming a stadium riser, the kit comprising: a plurality of elongated floor sections made of extruded metal, each floor section having an edge provided with either a male or female snap fit joint component; and a plurality of elongated back sections made of extruded metal, each back section having an edge provided with a female or male snap fit joint component mating to the corresponding male or female snap fit joint component of the floors sections.
- According to yet another aspect of the invention, there is provided a method for building a modular seating riser on which seats of a bleacher-type stadium are mounted, the method comprising the steps of: (a) providing a plurality of sets of structural modules, as described above; (b) assembling at least the first and second modules of each set by interlocking, for each set, the female catch-connector of the first module with the male catch-connector of the second module, thereby forming a plurality of corresponding riser assemblies; and (c) connecting the plurality of said riser assemblies in a successive arrangement by mounting each riser assembly onto a preceding one of said riser assemblies.
- Preferably, the connecting of step (c) comprises: providing at least one third module, as described above; and connecting at least one successive pair of said riser assemblies via one of the at least one third module, by mating, for each of the at least one successive pair, the first lock-connector of the corresponding third module with the first module of a preceding riser assembly of said pair and the second lock-connector of the corresponding third module with the second module of a succeeding riser assembly of said pair.
- In the context of the present invention, the term “in a successive arrangement” means provided in a sequential or serial order.
- In the context of the present invention, the term “mounting” means connecting or joining, either directly or by means of an intermediate or auxiliary element.
- In the context of the present invention, the expression “preceding” means provided before in term of order, sequence or position and the expression “successive” means following in term of order, sequence or position.
- Preferably, there is further provided a method for building a stadium riser, the method comprising the steps of: (a) providing a kit as described above; (b) snapping together a floor section and a back section forming an L shaped riser section; (c) stacking a plurality of L shaped riser sections by joining the outer edges of the floor sections to the top edges of the back sections with overlapping screwed joints.
- The structural permanent joint (also referred to herein as “snap fit joint”) advantageously provides a structural connection so that the floor and back sections function as a single piece.
- Preferably, the riser sections are produced from extruded aluminum. The snap fit joint is designed so that the snap fit interlocking joint components are extruded with a permanent offset such that after they are pressed together, permanent bending stresses in the arms of the interlocking components create a permanent lock.
- Advantageously, this snap fit joint develops large friction forces sufficient to overcome any horizontal shear forces between the components. The large clamping force produces a structural connection enabling the components to function as a single piece in flexural bending. A simple nesting joint permits interconnection of the riser units in the field.
- Moreover, the modular nature of the stadium riser provides flexibility in the design, with just a few different components, thereby allowing to provide a wide range of possible sizes and configurations of risers.
- Objects and other advantages of the present invention will become more apparent upon reading of the following non-restrictive description of preferred embodiments thereof, given for the purpose of exemplification only, with reference to the accompanying drawings.
-
FIG. 1 is a perspective view of a stadium riser assembly, formed by a floor and a back section, according to a first preferred embodiment of the present invention. -
FIG. 2 is a side view of an outer floor subsection of the stadium riser assembly ofFIG. 1 -
FIG. 3 is a side view of an inner floor subsection of the stadium riser assembly ofFIG. 1 -
FIG. 4 is a side view of a back section of the stadium riser assembly ofFIG. 1 -
FIG. 5 is an enlarged side view of a structural snap fit joint of the floor subsections of the stadium riser assembly ofFIG. 1 -
FIG. 6 is an enlarged side view of a structural snap fit joint joining the floor and back sections of the stadium riser assembly ofFIG. 1 -
FIG. 7 is a cross section view of a modular stadium riser according to another aspect of the invention, the modular stadium riser being shown partially. -
FIG. 8 is an enlarged view of an overlapping screwed joint of the modular stadium riser ofFIG. 7 . -
FIG. 9 is an enlarged view of a female sloping-arm of a female snap fit joint component of the outer floor subsection of the stadium riser section ofFIG. 1 -
FIG. 10 is an enlarged view of a male sloping-arm of male snap fit joint component of the inner floor subsection of the stadium riser section ofFIG. 1 -
FIG. 11 is a perspective view of a stadium riser assembly according to another embodiment of the present invention. -
FIG. 12 is a side view of an inner floor subsection of the stadium riser assembly ofFIG. 11 . -
FIG. 13 is a side view of an outer floor subsection of the stadium riser assembly ofFIG. 11 . -
FIG. 14 is a side view of a wall section of the stadium riser assembly ofFIG. 11 . -
FIG. 15 is a perspective view of a stadium riser assembly according to yet another embodiment of the present invention. -
FIG. 16 is a side view of a wall section of the stadium riser assembly ofFIG. 15 . -
FIG. 17 is a perspective view of a modular seating riser, according to an embodiment of the present invention, the modular seating riser being shown partially. -
FIG. 18 is a partial perspective view of a modular seating riser according to yet another embodiment of the present invention, the modular seating riser being shown partially. -
FIG. 19 is a side view of an intermediate floor subsection of the modular stadium riser ofFIG. 18 . -
FIG. 20 is a side view of an outer floor subsection of the modular stadium riser ofFIG. 18 . -
FIG. 21 is a side view of a barrier section of the modular stadium riser ofFIG. 18 . - In the following description, similar features in the drawings have been given similar reference numerals. To preserve the clarity of the drawings, some reference numerals have been omitted, if they were already identified in a preceding figure. The embodiments, geometrical configurations, materials mentioned and/or dimensions shown in the figures or described in the present description are preferred embodiments only given for exemplification purposes only.
- In the context of the present description, the expression “catch-connector” includes all types of connectors allowing to interlock with another complementary catch-connector and thus includes connectors of clip-type, snap-fit type and/or the like, as exemplified herein. Moreover, the expression “lock-connector” generally includes any type of fastening connector provided on a component and allowing a connection with another compatible component, including for example catch-connectors and snap-fit connectors, as well as other suitable fastening mechanisms, such as, for example, a nesting assembly as described herein. For these reasons, in the present description, the expressions “catch-connector” and “snap fit joint component”, or even “lock-connector” (in some cases) as well as any other equivalent expressions and/or compound words thereof may be used interchangeably, as can be easily understood by a person skilled in the art. Moreover, the expressions “snap fit joint”, “structural joint”, “structural permanent joint”, as well as any other equivalent expressions and/or compound words thereof, may be used interchangeably, as apparent to a person skilled in the art. Moreover, the expressions “male” and “female” may be used interchangeably, when referring to “catch-connector” and “snap-fit joint component”, as can be easily understood.
- Also in the context of the present description, the expressions “stadium riser section”, “riser module assembly” and “modular seating riser”, as well as any other equivalent expressions and/or compound words thereof, may be used interchangeably. The same applies for any other mutually equivalent expressions, such as “back section”, “back riser”, “vertical section”, “vertical riser section” or even “third module” (in some cases), as well as for “screwed joint” and “nesting connection”, or even for “floor section”, “inner floor subsection”, “outer floor subsection”, “intermediate floor subsection”, “first module”, “second module” and “third module”, as the case may be. Similarly, the expressions “structural module assembly”, “level”, “row” and/or other mutually equivalent terms may also be used interchangeably when referring to the levels of a seating stadium riser, as apparent to a person skilled in the art.
- In addition, although the preferred embodiment of the present invention as illustrated in the accompanying drawings comprises components, and although the preferred embodiment of the structural modules, the modular seating riser and corresponding parts of the present invention as shown consists of certain geometrical configurations as explained and illustrated herein, not all of these components and geometries are essential to the invention and thus should not be taken in their restrictive sense, i.e. should not be taken so as to limit the scope of the present invention. It is to be understood, as also apparent to a person skilled in the art, that other suitable components and cooperations therein between, as well as other suitable geometrical configurations, may be used for the structural modules and/or modular seating riser according to the present invention, as will be briefly explained herein and as can be easily inferred herefrom, without departing from the scope of the invention.
- Broadly described, there is provided a set of structural modules for building a structurally sound modular seating riser on which seats of a bleacher-type stadium are mounted, each of the structural modules being a metal extrusion having an elongated shaped body with two opposite lateral edges.
- As better illustrated in
FIG. 1 , the set ofstructural modules 1 comprises afirst module 3 having a female tensioned catch-connector 30 provided along at least one 5 of the lateral edges thereof, and asecond module 6 having a male tensioned catch-connector 28 provided along at least one 8 of the lateral edges thereof, the male and female tensioned catch-connectors second modules FIGS. 2 and 3 , wherein the female and male catch-connectors FIG. 1 , wherein the female and male catch-connectors - Preferably, there is provided a single elongated L shaped
stadium riser section 15 consisting of afloor section 12 and aback section 14. Thefloor section 12 has anouter edge 20 and aninner edge 22 and theback section 14 has atop edge 24 and abottom edge 26. Theinner edge 22 of thefloor section 12 is preferably provided with either a male 28 or a female 30 snap fit joint component (i.e. male and female tensioned catch-connector) mating respectively to a female 30 or male 28 snap fit joint component provided at thebottom edge 26 of theback section 14. Thus, thefloor section 12 and backsection 14 may correspond to the aforementioned first 3 andsecond modules 6, respectively, or visa versa, that is to say, thefloor section 12 and backsection 14 may alternatively correspond to the second 6 and first 3 modules respectively. - Preferably, still with reference to
FIG. 1 , thefloor section 12 comprises at least twofloor subsections floor subsections outer floor subsection 16, aninner floor subsection 18 and a structural snap fit joint 19 (i.e. structural permanent joint) joining aninner edge 32 of theouter floor subsection 16 to anouter edge 34 of theinner floor subsection 18. Accordingly, theouter floor subsection 16 andinner floor subsection 18 may correspond to the aforementioned first 3 and second 6 modules, respectively, or visa versa, that is to say, theinner floor subsection 18 andouter floor subsection 16 may alternatively correspond to the second 6 and first 3 modules, respectively. - Preferably, the
inner floor subsection 18 is connected via a snap fit joint 19 (i.e. structural permanent joint) to theouter floor subsection 16 at itsouter edge 34 and to thebottom edge 26 of theback section 14 at its inside edge, which corresponds to theinner edge 22 of thefloor section 12. - Still with reference to
FIG. 1 , theouter floor subsection 16 and theinner floor subsection 18 of theriser section 15 are preferably extruded in the form of cellular sections. Thehollow cells 9 increase the transverse and longitudinal flexural strength of the outer andinner floor subsections - Referring now to
FIG. 4 , athird module 13, such as aback section 14 may be extruded as a solid section, preferably made of aluminum. It may also be extruded as a hollow cellular section, as better illustrated inFIG. 11 , similarly to outer andinner floor subsections back riser section 14. Theback section 14 is usually a single piece but for steep seating areas, it may advantageously consist of a plurality of subsections, such as for example, upper and lower subsections. The above-mentioned third 13 module will be explained more in detail further below. - Any one of the
structural modules inner floor subsections back section 14 may be provided in the form of a solid component (i.e. meaning not hollow or not cellular, in the context of the present description) or semi-solid component, as can be easily understood. Moreover, any one of thestructural modules - Referring now to
FIGS. 1 to 6 and 11 to 14, the aforementioned first andsecond modules third module 13, may have innercellular sections 9 defined by first and second space-apartwalls 10 interconnected bytransversal ribs 11. Moreover, the female catch-connector 30 preferably comprises a pair of inward female sloping-arms 44, each extending from a respective one of the first wall and thesecond wall 10 inward acellular section 9. The female sloping-arms 44 slope toward one another, each at a substantially identicalfirst angle 51 with respect to the first andsecond walls 10, respectively. Similarly, the male catch-connector 28 preferably comprises a pair of outward male sloping-arms 38, each extending from a respective one of the first wall and thesecond wall 10 outward acellular section 9. The male sloping-arms 28 slope toward one another, each at a substantially identicalsecond angle 50 with respect to the first andsecond walls 10 respectively. Thesecond angle 50 is inferior to thefirst angle 51 for wedging the male catch-connector 28 within the female catch-connector 30. Moreover, each male sloping-arm 38 has amale contact surface 39 provided with a lockingstub 40 to engage arespective end 45 of the female sloping-arm 44 and lock the male catch-connector 28 within the female catch-connector 30. - The above tensioned catch-
connectors - Thus, with further reference to
FIG. 10 , the structural snap fit joint 19 may comprise a male snap fitjoint component 28 that is pressed into a receiving female snap fitjoint component 30. Themale component 28 has two sloping-arms 38, as previously mentioned, each sloping-arm being preferably of solid thickness. The end of eacharm 38 has a lockingstub 40 protruding on thecontact surface 39, which engages with thefemale component 30. The lockingstub 40 has a lockingface 42 that is preferably perpendicular to the sloping-arm 38 and is of a length to ensure that themale component 28 cannot slide out once it has been installed, as better shown inFIGS. 5 and 6 . Furthermore, the end of the lockingstub 40 preferably has a roundedsurface 52 to allow it to glide smoothly along the portion of thefemale component 30 that it contacts as themale component 28 is pressed in. - As previously mentioned, and with further reference to
FIG. 9 , thefemale component 30 also has two sloping-arms 44, each being preferably of solid thickness. The side of thefemale component 30 that is in contact with the male component 28 (i.e. “female contact surface” 47 is preferably smooth and straight. Theend 45 of each arm preferably has a locking stub 46 (also referred to herein as the “blocking stub”) on the opposite side of thecontact surface 47, which, as explained, corresponds to a side of the arm which engages with themale component 28. The outside edge of the lockingstub face 48 is perpendicular to the sloping-arm 44 of thefemale component 30, for mating with the corresponding lockingstub 40 of themale component 28. - As also mentioned, the
slope angle 50 of the sloping-arm 38 of themale component 28 is made smaller than thecorresponding slope angle 51 of the sloping-arm 44 of thefemale component 30. Thus a significant pressure is required to force themale component 28 into thefemale component 30. The difference in angle is such that after the locking stubs 40, 46 have come into contact, a large permanent pressure exists between the male 28 and female 30 components. This contact pressure develops large friction forces between the male 38 and female 44 arms resisting any movement in the longitudinal direction of the joint 19. This pressure is designed to be significantly larger than the horizontal shear forces developed by the longitudinal bending of the riser due to its dead load and anticipated live load. Additionally, the joint 19 acts as a moment connection in the transverse direction of the riser, thus exploiting the full depth of the inner 18 and outer 16 floor subsections.FIG. 6 shows a snap fit joint 19 being utilized to connect theback section 14 to theinner floor subsection 18. Similar joints would be used to connect the back subsections should they be produced in two or more pieces. Of course, other configuration of structural snap fit joint components could be used. - As previously mentioned, each female sloping-
arm 44 preferably has afemale contact surface 47 devised to engage with themale contact surface 39 of a corresponding one of the male sloping-arms 38 and theend 45 of each of the female sloping-arms 44 comprises a blockingstub 46 protruding from a surface opposite thefemale contact surface 47 for interlocking with a corresponding one of the locking stubs 40 of the male sloping-arms 38. The lockingstub 40 preferably has a roundedsurface 52 to glide along thefemale contact surface 47. - The above-described female sloping-
arms 44 and male sloping-arms 38 may be provided in a number of various configurations, as can be easily understood by a person skilled in the art. Indeed, as exemplified in the embodiment illustrated atFIG. 1 , each sloping-arm connector 28 into the female catch-connector 30, and to further exert a biasing force against the corresponding opposite sloping-arm, when the male catch-connector 28 and female catch-connector 30 are assembled. It is to be understood that one of the sloping-arms arms connector arms arms connector FIGS. 11 to 14 , the female component may be provided with a substantially solid sloping-arm. More particularly and as better illustrated inFIG. 12 , according to this particular embodiment, the female sloping-arm 44 is formed by an inverted-V shaped protrusion extending along the correspondingwall 10 of thestructural module 3, so as to form a notch which provides the above-mentionedend 45 of the female sloping-arm 44 for catching themale component 28. Similarly, themale component 28 may alternatively be provided with a substantially solid sloping-arm. Indeed, the male and female components may be provided in any suitable shape, size and configuration as long as they can be suitably engaged, locked and tensionally interconnected. - In view of the above, the female tensioned catch-
connector 30 and the male tensioned catch-connector 28 may each extend substantially laterally with respect to the body of the corresponding module such that when the first andsecond modules riser module assembly 15 is formed, as better illustrated inFIG. 5 . Such a substantially planarriser module assembly 15 preferably defines afloor section 12 of themodular seating riser 2. The substantially planarriser module assembly 15 may alternatively define a wall section 14 (also referred to herein as “back section”), as already mentioned. - Moreover, the female tensioned catch-
connector 30 may extend substantially perpendicularly with respect to the body of thefirst module 3 and the male tensioned catch-connector 28 may extend substantially laterally with respect to the body of thesecond module 6 such that when the first 3 and second 6 modules are in the assembled configuration, a substantially cornerriser module assembly 15 is formed, as previously mentioned, as exemplified inFIG. 6 . - A similar substantially corner
riser module assembly 15 may also be formed with afirst module 3 having a female catch-connector 30 extending substantially laterally with respect to the body of the corresponding first module and the male tensioned catch-connector 28 extending substantially perpendicularly with respect to the body of the correspondingsecond module 6, as can be easily understood by a person skilled in the art. Indeed, the male 28 and female 30 catch-connectors may each extend or be oriented at any suitable angles with respect to the body of thecorresponding module wall section 14 or portion thereof, and afloor section 12 or portion thereof. Alternatively, such a cornerriser module assembly 15 may provide afloor section 12 or portion thereof, with abarrier section 84, typically for a lowermost row of a modular seating riser, as exemplified inFIGS. 17 and 18 , and as better explained further below. - Referring now to
FIGS. 15 and 16 , at least one of thestructural modules third module 13, which corresponds to avertical section 14 of the riser in this particular embodiment, is preferably provided with anopening 62 for receiving a seat fastener, such as a bolt, to attach a seat thereto, generally by securing the seat support plate to thevertical riser section 14. Preferably, theopening 62 includes a slot 64 (or “groove”) oriented longitudinally with respect to the body of thestructural module 13 for adjustably positioning the seat fastener therealong. Preferably a pair ofcontinuous slots 64 or grooves extend in parallel along thevertical section 14 of theriser module assembly 15, the pair ofslots 64 being laterally spaced apart with respect to thevertical section 14 in order to receive upper and lower fasteners of a row of seats, each seat typically requiring one or two vertical rows of bolts to attach the seat support plate to the vertical riser section. Theslots 64 may extends along the entire length of the structural module, as exemplified inFIG. 15 , or they may be delimited within thestructural module 13. Moreover, a plurality ofslots 64 may be provided adjacently along thestructural module 13, as can be easily understood. Furthermore, the above-describedopening 62 and/orslot 64 may be provided, alternatively or additionally, along afloor section 12 of theriser 2, in order to provide fastening means to mount one or more seat to thefloor section 12. The aforesaid first and second modules may each be provided with at least oneopening 62 orslot 64, preferably to cooperate and provide, for example, a pair oflongitudinal slots 64 along the vertical 14 orfloor section 12, when assembled. - These
slots 64 oropenings 62 thus facilitate the installation of stadium seating or benches. As previously explained, typical stadium seats require one or two vertical rows of bolts that attach the seat support plate to the back of the riser section. Thus, a Tee bolt (also referred to as “T head bolt” or “planar bolt”) or other similar types of fastener may be installed in the slot with the Tee head being positioned in parallel with respect to the length of the slot and then rotated to keep it in place as the seat is installed. The seat or bench is slid to its correct location and the Tee bolt is then tightened. Seat configurations can thereby easily be changed, such as the mounting of a wider seat or placing of a bench for an obese person or the installing of a special seat or removing of seats for a handicapped person (for example, for a season ticket holder). Seat spacing can be changed by loosening the bolt and sliding the seat. The installation of seats using such a slot thereby, does not require any measuring, drilling or installation of an epoxied anchor, as generally required for seat installations on conventional stadium risers. Seats may thus be easily and quickly installed and uninstalled, resulting in time and cost savings. It is to be understood that a standard method of mounting seats may also be applied according to embodiments of the present invention. - Referring now to
FIGS. 17 and 18 , according to an embodiment of the present invention, there is provided amodular seating riser 2 for mounting seat rows of a bleacher's type stadium, comprising at least a first 3 and a second 6 structural module, as described hereinabove. Preferably, a plurality of sets ofstructural modules 1 is provided, each set being assembled from two or threestructural modules subsections floor section modular seating riser 2. Each successive pair offloor sections third module 13 orwall section floor sections 12 and thus provide the multi-levelmodular seating riser 2. - More particularly, shown in
FIG. 17 , with further reference toFIGS. 19 to 21 , is a three-level portion of amodular seating riser 2, according to an embodiment of the present invention. In this particular embodiment, the lowermost level corresponding to afirst level 15 a of themodular seating riser 2, is made of afloor section 12 a having afirst module 3 a (i.e.inner floor subsection 18 a) and asecond module 6 a (i.e. outer floor subsection 16) being connected via anothermodule 6′a forming anintermediate floor subsection 90 a. Indeed, theintermediate floor subsection 90 a is provided in the form of a cellular structural module, similar to the ones described herein, having a female catch-connector 30 along aninner edge 8′ thereof and a male catch-connector 28 along anouter edge 68′ thereof, in order to mate and interconnect with corresponding catch-connectors ofinner floor 18 a andouter floor 16 a subsections, respectively, and form a permanent structural joint 19 along eachlateral edge 8′, 68′ thereof. Moreover, in thislowermost level 15 a, theouter floor subsection 16 a is connected at atop face 78 thereof to athird module 13′a, having the form of avertical barrier section 84 being connected by a catch-connector joint 19. Theinner floor subsection 18 a is similarly connected at atop face 78 thereof to another saidthird module 13 a, provided here in the form of awall section 14 a. In this embodiment, thewall section 14 a is a solid, planar member, having a catch-connector 28 at alowermost edge 26 for connecting to the firststructural module 3 a. Thewall section 14 a further defines a blade-likeupper edge 24 which connects to thefloor section 12 b of a succeedinglevel 15 b, via anesting connection 36, as better illustrated inFIG. 7 . Indeed, the blade-like edge 24 is received in an overlapping screwjoint connector 56 provided along theouter edge 20 of thesecond module 6 b (orouter floor section 16 b) of the succeedingstructural module assembly 15 b (i.e.floor section 12 b withwall section 14 b), as better illustrated inFIG. 8 . Theaforementioned nesting connection 36 will be described more in detail further below. - Still referring to
FIG. 17 , the nextstructural module assembly 15 b corresponds to the second level of themodular seating riser 2. Thissecond level 15 b comprises afloor section 12 b being made of twostructural modules outer floor subsection 16 b andinner floor subsection 18 b) and athird module 13 b forming awall section 14 b similar to that of thefirst level 15 a. Thewall section 14 b of thissecond level 15 b is thus configured to connect to anotherfloor section 12 c of another succeedinglevel 15 c. - Accordingly, the said another succeeding level (i.e. third level of the modular seating riser 2) corresponding to a third
structural module assembly 15 c (i.e.floor section 12 c withwall section 14 c), is connected to thewall section 14 b of the secondstructural module assembly 15 b at the second level. Similarly, thisthird level 15 c also comprises afloor section 12 c being made of twostructural modules outer floor subsection 16 c andinner floor subsection 18 c) and athird module 13 c forming awall section 14 c similar to that of the first 15 a and second 15 b levels. Thewall section 14 c of thisthird level 15 c is also configured to connect to another floor section of a subsequent level assembly, however no such subsequent level is shown inFIG. 17 . - Referring now to
FIG. 18 , there is shown another similar multi-level portion of amodular seating riser 2, according to another embodiment of the present invention. In this particular embodiment, thewall sections slots 64 therealong, as previously described. Also, thethird level 15 c inFIG. 18 is shown partially, namely theouter floor subsection 16 c having a catch-connector 28 for mating with another complementary catch-connector of another module (not illustrated). - The
modular seating risers 2 shown inFIGS. 17 and 18 comprise a plurality ofstructural riser assemblies multi-level riser section 2. As can be easily understood, a plurality offloor sections 12, as described herein, are typically linked byvertical sections 14, in order to build themodular seating riser 2. Thus, the otherlateral edge first module 3 and/orsecond module 6 is preferably provided with a lock-connector 53. Such a lock-connector 53 may include the above-described catch-connector 28, 30 (or snap fit component) or any other suitable fastening connector, such as the above-mentionednesting connection 36. - Preferably and in the particular embodiments discussed herein, the
vertical section 14 is provided by at least one of said thirdstructural module 13, as mentioned above, having an elongated shaped body. Thethird module 13 orwall section 14 is provided with a first 70 and a second 72 opposite lateral edge, to connect, via a first lock-connector 74 provided along the firstlateral edge 70 thereof, with one of the first 3 and second 6 modules. The first lock-connector 74 of thethird module 13 and the lock-connector 53 of the otherlateral edge first module 3 and/or second 6 module have complementary configurations for mating and interlocking together. For example, the barrier section 84 (i.e.third module 13′a) described above and illustrated inFIGS. 17 and 18 , has a male catch-connector 28 (i.e. lock-connector 74) along a lower edge thereof (i.e. firstlateral edge 70′a) for connecting with theouter floor subsection 16 a (second module 6 a) of thefirst level 15 a of themodular seating riser 2. Theupper edge 72′a of thebarrier section 84 is trimmed. Indeed, any of the structural modules described herein may be provided with a trim edge, that is to say, not provided with a connector. Indeed, themodular seating riser 2 or a portion thereof, when assembled, may comprise unattached or delimiting components, namely at the lowermost and uppermost levels thereof, as can be easily understood, which may or may not have such a trim edge. - As also exemplified, the above-described
wall sections third module lateral edge inner floor subsection 18, (i.e.first modules wall sections connector 76 provided along an upper edge thereof (i.e. secondlateral edge second modules modular seating riser 2. Thus, thethird module 13 may comprise a second lock-connector 76 provided along the secondlateral edge 72 thereof. More particularly, the first lock-connector 74 of thethird module 13 and the lock-connector 53 of the otherlateral edge 66 of thefirst module 3 have complementary configurations for mating and interlocking together. Moreover, the second lock-connector 76 of thethird module 13 and the lock-connector 53 of the otherlateral edge 68 of thesecond module 6 have complementary configurations for mating and interlocking together. - Preferably, referring further to
FIGS. 11 to 14 , the first and second lock-connectors third module 13 both extend substantially laterally with respect to the body of thethird module 13 and the lock-connectors 53 provided along the otherlateral edge second modules first module 3 andsecond module 6, respectively, such that when the first or thesecond module third module 13, a substantiallycorner riser assembly 15 is formed. - Though the above-described
third module 13 typically corresponds to avertical section modular seating riser 2 or to a portion thereof, and more particularly to a linkingwall section 14, it is to be understood, that the above-describedthird module 13 may be used in any suitable configuration in cooperation with the otherstructural modules third module 13 may be embodied by an assembly of submodules. More particularly, in the case where thethird module 13 defines ariser wall section 14, thiswall section 14 may include any suitable number of wall subsections, such that the resultingwall section 14 forms the above-describedthird module 13. The same applies to the assembly of first 3 and second 6 modules, as can be readily understood by a person skilled in the art. Indeed and for example, if the first 3 and second 6 modules define afloor section 12, it is to be understood, that they may be connected by any suitable numbers ofintermediate floor subsection 90, in order to extend the floor section and/or increase structural support therein. As can also be easily understood, thethird module 13 may alternatively correspond to anotherfloor subsection 12, for example, with reference toFIGS. 17-18 , theinner floor subsection 3 a and theintermediate floor subsection 90 may correspond to the first 3 and second 6′ modules, respectively, while theouter floor subsection 16 a may correspond to athird module 13. Moreover, any one of the above-mentioned lock-connectors 53 may include the above-described catch-connector or snap connector, male 28 or female 30, as can be easily understood by a person skilled in the art. - As described with reference to
FIGS. 17 and 18 , and with reference now toFIGS. 2 , 3, 7 and 8, the first 3 b and second 6 b modules have atop face 78 opposite to abottom face 80 and the lock-connector 53 provided along the otherlateral edge 66 b of thefirst module 3 b extends from thetop face 78 thereof whereas the lock-connector 53 provided along the otherlateral edge 68 b of thesecond module 6 b extends from thebottom face 80 thereof. Thus, when the first 3 b and second 6 b modules are assembled together and each of the first 3 b and second 6 b modules are also respectively assembled with two of thethird module riser assembly 15 is formed with the first 3 b and second 6 b modules forming afloor section 12 b of one row of seats. Thethird module 13 b assembled to thefirst module 3 b forms awall section 14 b of the said one row of seats and thethird module 13 a assembled to thesecond module 6 b forms awall section 14 a of a preceding inferior row of seats. - In other words, the
third module 13 b or resultingvertical section 14 b is preferably shaped and configured to fit over theinnermost edge 22 b of thefloor section 12 b (i.e.first module 3 b) and to also fit under theoutermost edge 20 b of thefloor section 12 b (i.e.second module 6 b, as better illustrated inFIG. 7 . Moreover, theriser section 2 can be provided with anadditional back section 14 a extending at right angle from theouter edge 20 b of thefloor section 12 b projecting in an opposite direction to theback section 14 b, which corresponds to the above-describedfloor section 12, theadditional back section 14 a being joined to theouter edge 20 b of thefloor section 12 b. More particularly, thefloor section 12 b is connected to aback section 14 b at itsouter edge 20 b and to another aback section 14 a of a preceding row, at itsinner edge 22 b. - As previously mentioned, the above-mentioned lock-
connector 53, may be a catch-connector additional back section 14 is joined to theouter edge 20 of the floor section via anesting connection 36, including for example, an overlapping screwed joint 36. More particularly, as better illustrated inFIGS. 8 and 16 to 18, the first lock-connector 74 provided along the firstlateral edge 70 of thethird module 13 comprises a male tensioned catch-connector 28, as described above and the second lock-connector 76 provided along the secondlateral edge 72 of thethird module 13 comprises a protrudingflange 54, which may be plate-shaped as shown inFIGS. 4 , 8 and 17 or cellular as illustrated inFIGS. 16 and 18 . The lock-connector 53 provided along the otherlateral edge 66 of thefirst module 3 is a female tensioned catch-connector 30 as described above, for receiving the male tensioned catch-connector 28 of thethird module 13. The lock-connector provided along the otherlateral edge 68 of thesecond module 6 is an inverted-U shaped overlapping joint-connector 56 sized for nesting therein the protrudingflange 54 of the second lock-connector 76 of thethird module 13. - Preferably, the second lock-connector further comprises a supporting
ledge 86 extending substantially perpendicularly with respect to the body of thethird module 13, toward aninner face 88 thereof, to provide further support for and/or fastening means with thecorresponding floor section 12, as better shown inFIGS. 14 and 16 . With reference toFIG. 8 , the inverted-U shaped overlapping joint-connector 56 may comprise at least oneguide stub 58 for guiding therein the protrudingflange 54 of thethird module 13, as well as a fastening assembly for fastening thethird module 13 thereto. In this particular embodiment, the joint 36 includes a knife joint where amale component 54 slides directly into thefemale component 56. Thefemale component 56 has the guide stubs 58 to effectively direct themale component 54 into its proper location. Vertical forces are transferred by contact bearing from thefloor section 12 directly through to theback section 14. Self tapping screws 60, spaced uniformly along the length of the riser section, are drilled from the outside of thefloor section 12 through the outer skin of thefloor section 12 into theback section 14 developing the necessary horizontal shear force to resist the longitudinal bending of the riser due to its dead load and anticipated live load. The overlapping screwed joint 36 (i.e. nesting connection) is designed to be a joint that can develop horizontal shear between the two components and that can be easily assembled and completed in the field. - Preferably, longitudinal
anti-skid flutes 92 are extruded onto the walking surface of thefloor sections 12 to prevent slipping of pedestrian traffic, as better illustrated inFIGS. 11 and 15 . Additionally, longitudinally fluted designs 94 are preferably extruded into thesections 12 adjacent and parallel to thejoints 36 on the apparent side. The fluted designs 94 thereby elegantly hide thejoints 36 and also allow the head of allscrews 60 to have a flush finish with the surface of the outer edge of thefloor section 12, akin to having a countersunk hole for thescrews 60. Additionally, the decorativefluted designs 94 may be detailed to contain female joints that allow the male portion of a clamping tool to be inserted such that the clamping tool will assist in drawing both portions of the overlapping screwed joint 36 into contact. - The above-described
modular seating riser 2 may thus be entirely assembled and mounted on site from disassembled structural modules, according to embodiments of the present invention, and/or with other additional modules. Alternatively, the above-described modular seating riser may be provided in semi-assembled portions (i.e. assembled in riser module assemblies 15). Indeed and for example, there may be provided a single-row configuration wherein one row of floor and wall section is assembled together, a double-row configuration wherein two rows are assembled, a triple-row configuration wherein three rows are assembled, a quadruple-row configuration wherein four rows are assembled, and/or any other configuration suitable for transportation and on-site assembly and mounting, as can be easily understood. Moreover, the above-mentioned modular seating riser portions and structural modules may be provided in a variety of lengths, as can also be readily understood. Moreover, the above-mentioned modular seating riser portions and/or kit of structural riser modules may be additionally provided with a stair section made of extruded metal or aluminum, typically for facilitating circulation across the riser. The stair section may be provided integral or assembled with the modular seating riser portion or separately, as can be easily understood by a person skilled in the art. - According to embodiments of the present invention, the above-described modular seating riser, structural riser modules and/or components thereof are preferably made of aluminum, namely for its anticorrosion properties and its ease of extrusion. Alternatively or additionally, the modular seating riser, structural riser modules and/or components thereof may be painted using a suitable paint or protected for fireproofing, finishing, shimming or insulating purposes. Preferably, the ends of each of the structural module is capped using a ultra lightweight concrete and/or any other suitable caulking. Moreover, the modular seating riser, structural riser modules and/or components thereof may be covered with any suitable cladding, as can be easily understood.
- Although preferred embodiments of the present invention have been described in detail herein and illustrated in the accompanying drawings, it is to be understood that the invention is not limited to these precise embodiments and that various changes and modifications may be effected therein without departing from the scope or spirit of the present invention.
Claims (21)
1. A set of structural modules for building a modular seating riser on which seats of a bleacher-type stadium are mounted, each of said structural modules being a metal extrusion having an elongated shaped body with two opposite lateral edges, the set comprising:
a first module having a female tensioned catch-connector provided along at least one of the lateral edges thereof; and
a second module having a male tensioned catch-connector provided along at least one of the lateral edges thereof, the male and female tensioned catch-connectors having complementary configurations for mating and interlocking together, the first and second modules being operable between an unassembled configuration in which the female and male catch-connectors are disconnected, and an assembled configuration in which the female and male catch-connectors are interlocked together and frictionally tensioned against one another to form a structural permanent joint.
2. The set of structural modules according to claim 1 , wherein:
said first and second modules have inner cellular sections defined by first and second space-apart walls interconnected by transversal ribs,
the female catch-connector comprises a pair of inward female sloping-arms, each extending from a respective one of said first wall and said second wall inward a cellular section, said female sloping-arms sloping toward one another, each at a substantially identical first angle with respect to said first and second walls respectively, and
the male catch-connector comprises a pair of outward male sloping-arms, each extending from a respective one of said first wall and said second wall outward a cellular section, said male sloping-arms sloping toward one another, each at a substantially identical second angle with respect to said first and second walls respectively, the second angle being inferior to the first angle for wedging the male catch-connector within the female catch-connector and each male sloping-arm having a male contact surface provided with a locking stub to engage a respective end of the female sloping-arm and lock the male catch-connector within the female catch-connector.
3. The set of structural modules according to claim 2 , wherein each female sloping-arm has a female contact surface devised to engage with the male contact surface of a corresponding one of the male sloping-arms and wherein the end of each of the female sloping-arms comprises a blocking stub protruding from a surface opposite the female contact surface for interlocking with a corresponding one of said locking stubs of the male sloping-arms.
4. The set of structural modules according to claim 3 , wherein the locking stub has a rounded surface to glide along the female contact surface.
5. The set of structural modules according to claim 1 , wherein the female tensioned catch-connector extends substantially laterally with respect to the body of the first module and the male tensioned catch-connector extends substantially laterally with respect to the body of the second module such that when the first and second modules are in the assembled configuration, a substantially planar riser module assembly is formed.
6. The set of structural modules according to claim 5 , wherein the substantially planar riser module assembly defines a floor section of the modular seating riser.
7. The set of structural modules according to claim 1 , wherein the female tensioned catch-connector extends substantially perpendicularly with respect to the body of the first module and the male tensioned catch-connector extends substantially laterally with respect to the body of the second module such that when the first and second modules are in the assembled configuration, a substantially corner riser module assembly is formed.
8. The set of structural modules according to claim 1 , wherein at least one of the structural modules is provided with at least one opening for receiving one or more seat fasteners to fasten one or more corresponding seats thereto.
9. The set of structural modules according to claim 8 , wherein the at least one opening includes at least one slot oriented longitudinally with respect to the body of the structural module for adjustably positioning the seat fastener therealong.
10. A modular seating riser for mounting seat rows of a bleacher's type stadium, the modular seating riser comprising:
at least a first and a second structural module, each of said first and second structural modules being a metal extrusion having an elongated shaped body with two opposite lateral edges, wherein:
the first module has a female tensioned catch-connector provided along at least one of the lateral edges thereof;
the second module has a male tensioned catch-connector provided along at least one of the lateral edges thereof,
the male and female tensioned catch-connectors have complementary configurations for mating and interlocking together, and
the first and second modules are operable between an unassembled configuration, in which the female and male catch-connectors are disconnected, and an assembled configuration, in which the female and male catch-connectors are interlocked together and frictionally tensioned against one another to form a structural permanent joint.
11. A modular seating riser according to claim 10 , wherein the female tensioned catch-connector extends substantially laterally with respect to the body of the first module and the male tensioned catch-connector extends substantially laterally with respect to the body of the second module such that when the first and second modules are in the assembled configuration, a substantially planar riser module assembly is formed.
12. A modular seating riser according to claim 10 , wherein:
said first and second modules have inner cellular sections defined by first and second spaced-apart walls interconnected by transversal ribs,
the female catch-connector comprises a pair of inward female sloping-arms each extending from a respective one of said first wall and said second wall inward a cellular section, the female sloping-arms sloping toward one another, each at a substantially identical first angle with respect to said first and second walls, and
the male catch-connector comprises a pair of outward male sloping-arms each extending from a respective one of said first wall and said second wall outward a cellular section, the male sloping-arms sloping toward one another, each at a substantially identical second angle with respect to said first and second walls respectively, the second angle being inferior to the first angle for wedging the male catch-connector within the female catch-connector and each male sloping-arm having a male contact surface provided with a locking stub to engage a respective end of the female sloping-arm and lock the male catch-connector within the female catch-connector.
13. A modular seating riser according to claim 10 , wherein an other lateral edge of at least one of the first and second modules is provided with a lock-connector, the modular seating riser further comprising:
at least one third structural module having an elongated shaped body with a first and a second opposite lateral edge, a first lock-connector provided along the first lateral edge, the first lock-connector of the third module and the lock-connector of the other lateral edge of said at least one of the first and the second modules having complementary configurations for mating and interlocking together.
14. A modular seating riser according to claim 13 , wherein said other lateral edges of both the first and second modules are each provided with one of said lock-connector and the third module comprises a second lock-connector provided along the second lateral edge thereof, the first lock-connector of the third module and the lock-connector of said other lateral edge of the first module having complementary configurations for mating and interlocking together and the second lock-connector of the third module and the lock-connector of said other lateral edge of the second module having complementary configurations for mating and interlocking together.
15. A modular seating riser according to claim 14 , wherein the first and second lock-connectors of the third module both extend substantially laterally with respect to the body of the third module and the lock-connectors provided along the other lateral edge of each of the first and second modules extend substantially perpendicularly with respect to the body of the first module and the second module, respectively, such that when the first or the second module is assembled with the third module, a substantially corner riser module assembly is formed.
16. A modular seating riser according to claim 15 , wherein the first and second modules have a top face opposite to a bottom face and wherein the lock-connector provided along the other lateral edge of the first module extends from the top face thereof whereas the lock-connector provided along the other lateral edge of the second module extends from the bottom face thereof such that when the first and second modules are assembled together and each of said first and second modules are also respectively assembled with one of said third module a substantially stepped riser assembly is formed with the first and second modules forming a floor section of one row of seats, the third module assembled to the first module forming a wall section of said one row of seats and the third module assembled to the second module forming a wall section of a preceding inferior row of seats.
17. A modular seating riser according to claim 16 , wherein:
the first lock-connector provided along the first lateral edge of the third module comprises a male tensioned catch-connector as defined in claim 12 ;
the second lock-connector provided along the second lateral edge of the third module comprises a protruding flange;
the lock-connector provided along the other lateral edge of the first module is a female tensioned catch-connector as defined in claim for receiving the male tensioned catch-connector of the third module; and
the lock-connector provided along the other lateral edge of the second module is an inverted-U shaped overlapping joint-connector sized for nesting therein the protruding flange of the second lock-connector of the third module.
18. A modular seating riser according to claim 17 , wherein the overlapping joint-connector comprises at least one guide stub for guiding therein the protruding flange of the third module.
19-21. (canceled)
22. A method for building a modular seating riser on which seats of a bleacher-type stadium are mounted, the method comprising the steps of:
(a) providing a plurality of sets of structural modules, as claimed in claim 1 ;
(b) assembling the first and second modules of each set by interlocking, for each set, the female catch-connector of the first module with the male catch-connector of the second module, thereby forming a plurality of corresponding riser assemblies; and
(c) connecting the plurality of said riser assemblies in a successive arrangement by mounting each riser assembly onto a preceding one of said riser assemblies.
23. A method according to claim 22 , wherein the connecting of step (c) comprises:
providing at least one third module, as claimed in claim 14 ; and
connecting at least one successive pair of said riser assemblies via one of the at least one third module, by mating, for each of the at least one successive pair, the first lock-connector of the corresponding third module with the first module of a preceding riser assembly of said pair and the second lock-connector of the corresponding third module with the second module of a succeeding riser assembly of said pair.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US13/063,282 US20110167736A1 (en) | 2008-09-10 | 2009-08-17 | Stadium Riser Made Of Extruded Metal |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US9565608P | 2008-09-10 | 2008-09-10 | |
PCT/CA2009/001112 WO2010028476A1 (en) | 2008-09-10 | 2009-08-07 | Stadium riser made of extruded metal |
US13/063,282 US20110167736A1 (en) | 2008-09-10 | 2009-08-17 | Stadium Riser Made Of Extruded Metal |
Publications (1)
Publication Number | Publication Date |
---|---|
US20110167736A1 true US20110167736A1 (en) | 2011-07-14 |
Family
ID=42004746
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US13/063,282 Abandoned US20110167736A1 (en) | 2008-09-10 | 2009-08-17 | Stadium Riser Made Of Extruded Metal |
Country Status (5)
Country | Link |
---|---|
US (1) | US20110167736A1 (en) |
EP (1) | EP2331772A1 (en) |
CN (1) | CN102203363A (en) |
CA (1) | CA2736567A1 (en) |
WO (1) | WO2010028476A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20100024327A1 (en) * | 2006-10-16 | 2010-02-04 | Intelligent Engineering (Bahamas) Limited | Method of manufacturing a stepped riser, an element for forming into a stepped riser and a stepped riser and a member for changing the mechanical dynamic performance of a stepped riser |
US9366018B1 (en) | 2014-12-04 | 2016-06-14 | Dant Clayton Corporation | Long span stadium riser system |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
IT1403384B1 (en) * | 2010-12-23 | 2013-10-17 | Icun Nuovi Stadi S R L | INNOVATIVE COMPONENT FOR THE CONSTRUCTION OF TRIBUNES FOR SPORTS FACILITIES AND TRIBUNE FOR SPORTS FACILITIES MADE BY MEANS OF THIS INNOVATIVE COMPONENT |
ITRM20120045A1 (en) | 2012-02-08 | 2013-08-09 | Di Villahermosa Giacomo Manca | COMPONENT WITH LAMINATE WOOD, IN PARTICULAR FOR A STRUCTURE WITH A GRADINATE. |
CN111997287A (en) * | 2020-08-08 | 2020-11-27 | 济南长兴建设集团工业科技有限公司 | Light-duty stair convenient to equipment construction |
Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2682938A (en) * | 1948-11-23 | 1954-07-06 | Globe Wernicke Co | Metal plank |
US3608256A (en) * | 1967-12-01 | 1971-09-28 | Reynolds Metals Co | Step construction |
US4373304A (en) * | 1980-03-18 | 1983-02-15 | Howitt Ronald W | Prefabricated building units |
US5159788A (en) * | 1991-07-02 | 1992-11-03 | Dant Corporation | Closed decking system for stadium seating |
US5216861A (en) * | 1990-02-15 | 1993-06-08 | Structural Panels, Inc. | Building panel and method |
US5293728A (en) * | 1992-09-17 | 1994-03-15 | Texas Aluminum Industries, Inc. | Insulated panel |
US6199340B1 (en) * | 1996-01-22 | 2001-03-13 | L.B. Plastics Limited | Modular construction element |
US7047699B2 (en) * | 2000-10-17 | 2006-05-23 | Intelligent Engineering (Bahamas) Limited | Sandwich plate stepped risers |
US20080083170A1 (en) * | 2006-10-04 | 2008-04-10 | Kenneth Edward Staten | Powered dual level telescopic seating riser assembly |
US7703248B2 (en) * | 2001-10-12 | 2010-04-27 | Burak Dincel | Hollow interconnecting panels as lost formwork |
US7849643B2 (en) * | 2004-12-28 | 2010-12-14 | Intelligent Engineering (Bahamas) Limited | Structural step unit with run portion and rise portion |
US8240104B2 (en) * | 2007-09-11 | 2012-08-14 | Nick Koikas | Building structures and components therefor |
-
2009
- 2009-08-07 WO PCT/CA2009/001112 patent/WO2010028476A1/en active Application Filing
- 2009-08-07 CA CA2736567A patent/CA2736567A1/en not_active Abandoned
- 2009-08-07 CN CN2009801443201A patent/CN102203363A/en active Pending
- 2009-08-07 EP EP09812559A patent/EP2331772A1/en not_active Withdrawn
- 2009-08-17 US US13/063,282 patent/US20110167736A1/en not_active Abandoned
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2682938A (en) * | 1948-11-23 | 1954-07-06 | Globe Wernicke Co | Metal plank |
US3608256A (en) * | 1967-12-01 | 1971-09-28 | Reynolds Metals Co | Step construction |
US4373304A (en) * | 1980-03-18 | 1983-02-15 | Howitt Ronald W | Prefabricated building units |
US5216861A (en) * | 1990-02-15 | 1993-06-08 | Structural Panels, Inc. | Building panel and method |
US5159788A (en) * | 1991-07-02 | 1992-11-03 | Dant Corporation | Closed decking system for stadium seating |
US5293728A (en) * | 1992-09-17 | 1994-03-15 | Texas Aluminum Industries, Inc. | Insulated panel |
US6199340B1 (en) * | 1996-01-22 | 2001-03-13 | L.B. Plastics Limited | Modular construction element |
US7047699B2 (en) * | 2000-10-17 | 2006-05-23 | Intelligent Engineering (Bahamas) Limited | Sandwich plate stepped risers |
US7703248B2 (en) * | 2001-10-12 | 2010-04-27 | Burak Dincel | Hollow interconnecting panels as lost formwork |
US7849643B2 (en) * | 2004-12-28 | 2010-12-14 | Intelligent Engineering (Bahamas) Limited | Structural step unit with run portion and rise portion |
US20080083170A1 (en) * | 2006-10-04 | 2008-04-10 | Kenneth Edward Staten | Powered dual level telescopic seating riser assembly |
US8240104B2 (en) * | 2007-09-11 | 2012-08-14 | Nick Koikas | Building structures and components therefor |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20100024327A1 (en) * | 2006-10-16 | 2010-02-04 | Intelligent Engineering (Bahamas) Limited | Method of manufacturing a stepped riser, an element for forming into a stepped riser and a stepped riser and a member for changing the mechanical dynamic performance of a stepped riser |
US9366018B1 (en) | 2014-12-04 | 2016-06-14 | Dant Clayton Corporation | Long span stadium riser system |
Also Published As
Publication number | Publication date |
---|---|
WO2010028476A1 (en) | 2010-03-18 |
EP2331772A1 (en) | 2011-06-15 |
WO2010028476A8 (en) | 2011-04-28 |
CN102203363A (en) | 2011-09-28 |
CA2736567A1 (en) | 2010-03-18 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5113631A (en) | Structural system for supporting a building utilizing light weight steel framing for walls and hollow core concrete slabs for floors and method of making same | |
US5195293A (en) | Structural system for supporting a building utilizing light weight steel framing for walls and hollow core concrete slabs for floors and method of making same | |
US5479749A (en) | Structural systems for supporting a building utilizing light weight steel framing for walls and hollow core concrete slabs for floors | |
US9725904B2 (en) | Architectural pavements in elevated exterior deck applications | |
RU2518580C2 (en) | Structure with multiple levels and method of its erection | |
US3487598A (en) | Modular building construction and method | |
US5289665A (en) | Orthogonal framework for modular building systems | |
AU2018203036B2 (en) | Stair modules which co operate to form a temporary stair case | |
US20100300027A1 (en) | Interlocking Platform Panels and Modules | |
KR20180040609A (en) | Connectors for modular buildings | |
US20110167736A1 (en) | Stadium Riser Made Of Extruded Metal | |
AU2011263360A1 (en) | A structural infill wall panel module | |
US8959849B1 (en) | Light steel frame structure for deck | |
US5425214A (en) | Modular floor assembly | |
US20130139465A1 (en) | Deck bracket | |
US20110315941A1 (en) | Fence | |
US3981112A (en) | Prefabricated stair construction | |
WO2021041893A1 (en) | Systems and methods for manufactured modular construction | |
US20080263970A1 (en) | Assembly and method for the construction of monolithic tiered concrete slabs | |
WO2002064900A1 (en) | Modular structure | |
CN213837421U (en) | Prefabricated assembled bench and prefabricated assembled stair | |
CN115538617A (en) | Group building connecting system and modular building with same | |
US20230003018A1 (en) | Modular walling system, components and methods | |
CA1315068C (en) | Staircase stringer assembly | |
KR20050021772A (en) | A Dismonuting Stair Form |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AS | Assignment |
Owner name: GROUPE CANAM INC., CANADA Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:VINCENT, RICHARD;REEL/FRAME:025932/0924 Effective date: 20090910 |
|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |