US20050284098A1 - Lightweight concrete composite wall panels - Google Patents
Lightweight concrete composite wall panels Download PDFInfo
- Publication number
- US20050284098A1 US20050284098A1 US11/208,937 US20893705A US2005284098A1 US 20050284098 A1 US20050284098 A1 US 20050284098A1 US 20893705 A US20893705 A US 20893705A US 2005284098 A1 US2005284098 A1 US 2005284098A1
- Authority
- US
- United States
- Prior art keywords
- lightweight concrete
- concrete composite
- wall panel
- frame
- unitary
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
Definitions
- the present invention relates to lightweight concrete and, more particularly, but not by way of limitation, to unitary lightweight concrete composite wall panels.
- Wood Unfortunately has become extremely expensive due to reduced supplies caused by restrictions resulting from today's environmentally conscious society. Further, wood often does not provide the structural safety available from other building materials, such as concrete. Concrete is unfortunately expensive, which restricts its use to projects requiring the structural safety advantages associated with concrete.
- One such improved product consists of lightweight concrete, which is composed of water, cement, and polystyrene. Lightweight concrete provides reduced costs in materials by replacing cement with less expensive polystyrene. Lightweight concrete further provides structural safety comparable to cement and improved over wood.
- Lightweight concrete is currently formed in blocks that are stacked and then secured together to form building walls.
- Lightweight concrete is currently not employed in the form of wall panels, whereby one panel may form an interior or exterior load or non-load bearing wall or multiple wall panels placed side by side and secured together comprise an interior or exterior load or non-load bearing wall. Accordingly, unitary lightweight concrete composite wall panels that are easy to manufacture and are suitable for use in constructing interior or exterior load or non-load bearing walls would significantly improve over current building materials.
- a unitary lightweight concrete composite wall panel includes a frame and lightweight concrete composite disposed within the frame wherein upon curing the lightweight concrete composite adheres to the frame, thereby forming the wall panel.
- the unitary lightweight concrete composite wall panel further includes at least one reinforcing bar disposed within the lightweight concrete composite.
- the frame may include apertures that receive the at least one reinforcing bar therethrough to secure the at least one reinforcing bar to the frame.
- the unitary lightweight concrete composite wall panel still further includes at least one conduit disposed within the lightweight concrete composite wherein the at least one conduit includes at least one opening communicating exterior to the wall panel.
- the at least one conduit includes at least one end connected to an electrical box disposed within the lightweight concrete composite wherein the at least one conduit receives electrical wiring therethrough.
- the at least one conduit may also comprise plumbing piping or an air duct.
- the frame includes at least a first side, a second side, and a third side. More particularly, the frame includes a top end, a bottom end, a first side, and a second side. The top end, the bottom end, the first side, and the second side each are U-shaped to maximize the surface area engaged by the lightweight concrete composite.
- the frame may further include a first support member coupled to the top end and the bottom end.
- the frame may still further include at least one second support member coupled to one of the first side or the second side and the first support member.
- the frame may be configured to receive therein a window frame or a door frame.
- the frame accordingly includes a header, a first side, and a second side.
- the frame may further include a footer.
- the header, the first side, and the second side each are U-shaped to maximize the surface area engaged by the lightweight concrete composite.
- FIG. 1 is a perspective view illustrating a unitary lightweight concrete composite wall panel according to a first embodiment.
- FIG. 2 is a cross-sectional view taken along lines 2 , 2 illustrating the unitary lightweight concrete composite wall panel according to a first embodiment.
- FIG. 3 is a front view illustrating a unitary lightweight concrete composite wall panel according to a second embodiment.
- FIG. 4 is a front view illustrating a unitary lightweight concrete composite wall panel according to a third embodiment.
- FIG. 5 is a front view illustrating a unitary lightweight concrete composite wall panel according to a fourth embodiment.
- FIG. 6 is a perspective view illustrating a preferred embodiment of a form.
- FIG. 7 is an end view illustrating a preferred embodiment of the form.
- FIG. 8 is a perspective view illustrating a preferred embodiment of a cap for the form.
- FIG. 9 is a perspective view illustrating a preferred embodiment of a bottom assembly for the form including an insert therein.
- FIG. 10 is a perspective view illustrating an insert of the form.
- FIG. 11 is an end view illustrating the form with the cap removed.
- FIG. 12 is a perspective view illustrating a screed assembly for loading and leveling a form.
- FIG. 13 is a side view illustrating the screed assembly for loading and leveling a form.
- FIG. 14 is a perspective view illustrating a block removal station with a cap removal assembly raised to an upper level, a dispatch assembly in a closed position, and an unloading conveyor.
- FIG. 15 is a plan view illustrating an apparatus for manufacturing unitary lightweight concrete composite blocks according to the preferred embodiment.
- FIG. 16 is a perspective view illustrating installation of unitary lightweight concrete composite wall panels.
- FIG. 17 is a front view illustrating a second level installation of unitary lightweight concrete composite wall panels.
- FIG. 18 is a front view illustrating installation of unitary lightweight concrete composite wall panels.
- FIG. 19 is an overhead view illustrating installation of unitary lightweight concrete composite wall panels.
- the foregoing invention is a unitary lightweight concrete composite wall panel.
- the wall panel may be used in the construction of either interior or exterior walls.
- a wall panel may be configured as a load bearing or non-load bearing wall.
- the size of a wall panel ranges from an individual wall panel forming a portion of a wall to a wall panel spanning an entire wall length thereby furnishing a single complete wall.
- a unitary lightweight concrete composite wall panel 120 includes a frame 121 filled with a lightweight concrete composite 127 such as that disclosed in U.S. patent application Ser. Nos. 09/887,369 and 10/374,886, the disclosures of which are herein incorporated by reference.
- the frame 121 includes a top end 122 , a bottom end 123 , and two sides 124 .
- the frame 121 may be constructed from any suitable material such as metal or aluminum as one continuous member or as individual members secured together.
- the top end 122 , bottom end 123 , and two sides 124 are each U-shaped to maximize the surface area engaged by the lightweight concrete composite 127 .
- the frame 121 is comprised of metal studs secured together using any suitable means such as rivets or screws.
- the wall panel 120 may further include reinforcing bars 125 that are located within the lightweight concrete composite 127 .
- the frame 121 may include apertures 126 wherein each aperture 126 receives a reinforcing bar 125 therethrough to secure the reinforcing bars to the frame 121 .
- the reinforcing bars 125 increase the ability of the wall panel 120 to withstand shearing forces. While the frame 121 in the first embodiment is disclosed with four sides, those of ordinary skill in the art will recognize the frame 121 may include three, four, five, or more sides depending upon the requirements of the wall.
- a frame 121 is placed into a form and a form-loading station screeds lightweight concrete composite 127 into the frame 121 .
- the lightweight concrete composite 127 is compressed and then cured thereby forming a finished wall panel 120 when the frame 121 and cured lightweight concrete composite 127 are removed from the form.
- a wall panel 120 may include electrical conduit 200 and electrical boxes 201 for running electrical wire and making electrical connections. While the first embodiment discloses electrical conduit 200 and electrical boxes 201 , those of ordinary skill in the art will recognize that any multitude of items normally used inside building walls may be substituted, such as plumbing piping, air ducts, and the like. The ability of the wall panel 120 to contain electrical conduit and electrical boxes makes it ideal for use in the construction of building walls.
- a unitary lightweight concrete composite wall panel 130 includes a frame 131 filled with a lightweight concrete composite 137 .
- the wall panel 130 provides a structure suitable for supporting a window frame.
- the frame 131 includes a header 122 , footer 133 , and two sides 134 .
- the frame 131 may be constructed from any suitable material such as metal or aluminum as one continuous member or as individual members secured together.
- the header 122 and two sides 134 are each U-shaped to maximize the surface area engaged by the lightweight concrete composite 137 .
- the footer 133 is also U-shaped to provide a surface for engaging the bottom of a window frame.
- the frame 131 is comprised of individual metal studs secured together using any suitable means such as rivets or screws.
- the individual metal studs comprising the frame 131 according to the second embodiment further include cross-members 135 that provide additional structural integrity.
- the cross-members 135 increase the ability of the wall panel 130 to withstand shearing forces.
- a frame 131 is placed into a form and a form-loading station screeds lightweight concrete composite 137 into the frame 131 .
- the lightweight concrete composite 137 is compressed and then cured thereby forming a finished wall panel 130 when the frame 131 and cured lightweight concrete composite 137 are removed from the form.
- a unitary lightweight concrete composite wall panel 140 includes a frame 141 filled with a lightweight concrete composite 147 .
- the wall panel 140 provides a structure suitable for supporting a door frame.
- the frame 141 includes a header 142 and two sides 144 .
- the frame 141 may be constructed from any suitable material such as metal or aluminum as one continuous member or as individual members secured together.
- the header 142 and two sides 144 are each U-shaped to maximize the surface area engaged by the lightweight concrete composite 137 .
- the frame 141 is comprised of individual metal studs secured together using any suitable means such as rivets or screws.
- the individual metal studs comprising the frame 141 according to the second embodiment further include cross-members 145 that provide additional structural integrity.
- the cross-members 145 increase the ability of the wall panel 140 to withstand shearing forces.
- a frame 141 is placed into a form and a form-loading station screeds lightweight concrete composite 147 into the frame 141 .
- the lightweight concrete composite 147 is compressed and then cured thereby forming a finished wall panel 140 when the frame 141 and cured lightweight concrete composite 147 are removed from the form.
- a unitary lightweight concrete composite wall panel 150 includes a frame 151 filled with a lightweight concrete composite 157 .
- the frame 151 includes a top end 152 , a bottom end 153 , and two sides 154 .
- the frame 151 may be constructed from any suitable material such as metal or aluminum as one continuous member or as individual members secured together.
- the top end 152 , bottom end 153 , and two sides 154 are each U-shaped to maximize the surface area engaged by the lightweight concrete composite 157 .
- the frame 151 is comprised of metal studs secured together using any suitable means such as rivets or screws.
- the wall panel 150 may further include a support member 155 coupled with top end 152 and bottom end 153 using any suitable means such as rivets or screws.
- the wall panel 150 may still further include support members 156 and 158 coupled with the support member 155 and with the sides 154 , respectively, using any suitable means such as rivets or screws.
- the support members 155 , 156 , and 158 provide the wall panel 150 with sufficient structural integrity to serve as a load-bearing wall.
- the wall panel 120 may provide sufficient structural integrity to function as a load-bearing wall. Nevertheless, the wall panel 150 with at least the support member 155 normally will be utilized in applications requiring a load-bearing wall.
- the number of vertical and horizontal support members employed within a wall panel 150 depends upon the actual load-bearing requirements of a wall. While the frame 151 in the fourth embodiment is disclosed with four sides, those of ordinary skill in the art will recognize the frame 121 may include three, four, five, or sides depending upon the requirements of the wall.
- a frame 151 is placed into a form and a form-loading station screeds lightweight concrete composite 157 into the frame 151 .
- the lightweight concrete composite 157 is compressed and then cured thereby forming a finished wall panel 150 when the frame 151 and cured lightweight concrete composite 157 are removed from the form.
- the wall panel 150 may also include electrical conduit and boxes 201 as well as items normally used inside building walls, such as plumbing piping, air ducts, and the like.
- an apparatus 1 suitable to manufacture unitary lightweight concrete composite wall panels 120 , 130 , 140 , and 150 includes a form 10 , a conveyor system 2 , a form-loading station 3 , a form assembly station 4 , a curing oven 5 , and a block removal station 6 .
- the apparatus 1 utilizes a method for manufacturing unitary lightweight concrete composite wall panels 120 , 130 , 140 , and 150 that includes the steps of placing a frame 121 , 131 , 141 , and 151 into a form, loading the frame 121 , 131 , 141 , or 151 within the form with lightweight concrete composite, curing the lightweight concrete composite, and removing a unitary lightweight concrete composite wall panel 120 , 130 , 140 , or 150 from the form.
- a form 10 is used to locate lightweight concrete composite within a frame 121 , 131 , 141 , or 151 and cure the lightweight concrete composite into a unitary lightweight concrete composite wall panel 120 , 130 , 140 , or 150 .
- the preferred form 10 includes a bottom assembly 11 and a cap 12 .
- wall panel 120 , 130 , 140 , and 150 those of ordinary skill in the art will recognize that a form producing any desirable shape, such as a square, circle, or angle may be utilized.
- the bottom assembly 11 is a rectangular plate 14 with two sidewalls 15 and two endwalls 16 .
- Each sidewall 15 is hingedly attached along a respective long length of the rectangular plate 14 .
- the long edge of each sidewall 15 terminates in an L-shaped lip.
- T-shaped latches 18 are hingedly attached to each corner of each sidewall 15 , which rotate between locked and unlocked positions.
- the interior of the bottom assembly 11 may be shaped to house any one of the frames 121 , 131 , 141 , and 151 .
- each endwall 16 is attached along a respective short length of the rectangular plate 14 .
- Catches 19 are fixedly attached by any suitable means, such as welding, at each corner and in the middle of each endwall 16 for coupling with the latches 18 .
- the long edge of each endwall 16 terminates in an L-shaped lip, and pins 24 extend outward perpendicularly from each corner of each endwall 16 .
- one endwall 16 defines conduit notches 23 for supporting electrical conduit and electrical boxes inside the form 10 .
- the conduit notches 23 suspend the electrical conduit and electrical boxes at a designated depth during the curing process. Consequently, the electrical conduit and electrical boxes will reside at the designated depth in the finished wall panel 120 and 150 . While three conduit channels 23 are disclosed, those of ordinary skill in the art will recognize that any number of conduit channels 23 may be utilized to support any multitude of different objects.
- the sidewalls 15 rotate up to a vertical position, thereby forming a rectangular box.
- the latches 18 rotate to the locked position and couple with the catches 19 , thereby securing the bottom assembly 11 .
- This will be referred to as the assembled position.
- the latches 18 uncouple from the catches 19 and the sidewalls 15 rotate down to a horizontal position. This will be referred to as the disassembled position.
- the cap 12 is a rectangular plate with each long edge terminating in an L-shaped lip.
- Two L-shaped cap brackets 20 are attached by any suitable method, such as welding, to each end of the cap 12 so that the cap brackets 20 are parallel with the two short edges of the cap 12 and face inward, thereby defining slots between the top of the cap 12 and each cap bracket 20 .
- An L-shaped short bracket 25 is attached by any suitable method, such as welding, to a front edge of the cap 12 so that the L-shape is facing outward.
- An L-shaped tall bracket 26 is attached by any suitable method, such as welding, to a back edge of the cap 12 facing the same direction as the short bracket 25 .
- a latch 18 is hingedly attached to middle of each short edge of the cap 12 , which rotates from an unlocked to a locked position.
- the perimeter dimensions of the cap 12 match the perimeter dimensions of the bottom assembly 11 .
- the latches 18 of the cap 12 couple with the catches 19 of the bottom assembly 11 to seal the form 10 , which will be referred to as the locked position.
- the latches 18 may also be uncoupled from the catches 19 of the bottom assembly 11 to release the cap 12 , which will be referred to as the unlocked position.
- an insert 13 is a rectangular plate with two sidewalls 21 and two endwalls 22 .
- the dimensions of insert 13 are such that the insert 13 fits inside the bottom assembly 11 .
- the two sidewalls terminate in an L-shaped lip.
- the insert 13 prevents lightweight composite concrete from filling the area of the form 10 occupied by the insert 13 .
- the insert 13 shortens the overall length of the form 10 to produce a shorter wall panel 120 , 130 , 140 , and 150 . While the disclosed insert 13 shortens the form 10 by approximately 1 ⁇ 3, those of ordinary skill in the art will recognize that any size insert 13 may shorten the form 10 by any length.
- One endwall 22 defines conduit notches 22 A for supporting electrical conduit and electrical boxes inside the form.
- conduit notches 22 A suspend the electrical conduit and electrical boxes at a designated depth during the curing process. Consequently, the electrical conduit and electrical boxes will reside at the designated depth in the finished wall panel 120 and 150 . While the disclosed insert includes three conduit notches 22 A, those of ordinary skill in the art will recognize that any number of conduit notches 22 A may be utilized to support any multitude of different objects.
- a conveying system 2 routes a plurality of forms 10 in a continuous loop simultaneously through all the stations of the apparatus 1 , thereby creating a time efficient process.
- the conveyor system 2 includes a first station conveyor 7 a , a loading conveyor 8 a , a first roller conveyor 9 a , a second station conveyor 7 b , an unloading conveyor 8 b , and a second roller conveyor 9 b .
- the first station conveyor 7 a is the station conveyor disclosed in U.S. patent application Ser. No. 09/887,369. While the preferred embodiment discloses the station conveyor in U.S. patent application Ser. No. 09/887,369, those of ordinary skill in the art will recognize that any type of conveying apparatus may be utilized.
- the loading conveyor 8 a is a belt conveyor well known to those of ordinary skill in the art. While a belt conveyor is disclosed, those of ordinary skill in the art will recognize that any conveying apparatus may be utilized.
- the second station conveyor 7 b is the station conveyor disclosed in U.S. patent application Ser. No. 09/887,369. While the station conveyor in U.S. patent application Ser. No. 09/887,369 is disclosed, those of ordinary skill in the art will recognize that any type of conveying apparatus may be utilized.
- the unloading conveyor 8 b is a belt conveyor that is well known in the art. While a belt conveyor is disclosed, those of ordinary skill in the art will recognize that any conveying apparatus may be utilized.
- the form-loading station 3 includes a cap removal/replacement assembly 30 and a screed assembly 40 .
- the cap removal/replacement assembly 30 includes a lifting cylinder 31 , a stabilizer bar 32 , a short lifting rail 33 , and a tall lifting rail 34 .
- the lifting cylinder 31 is vertically suspended above the loading conveyor 8 a and connects by any suitable means, such as a pin, to the center of the stabilizer bar 32 so that the stabilizer bar resides in a horizontal plane.
- the short lifting rail 33 is an L-shaped rail that is attached to a back end of the stabilizer bar 32 .
- the tall lifting rail 34 is an L-shaped rail that is attached to a front end of the stabilizer bar 32 .
- the short lifting rail 33 and tall lifting rail 33 lower to a position where they may engage a corresponding tall cap bracket 26 and short cap bracket 25 , which will be referred to as the engagement position.
- the lifting cylinder 31 retracts, the short lifting rail 33 and the tall lifting rail 34 raise to a position above the screed assembly 40 , which will be referred to as the raised position.
- the screed assembly 40 includes a frame 50 having supporting legs and screed tracks 50 A attached thereto.
- the legs mount to the foundation on either side of the conveying system 3 by any suitable means, such as brackets attached to each leg and bolts sunk into a foundation.
- the screed assembly 40 further includes a screed box 41 , a leveling hopper 42 , an auger 43 , a screed motor 44 , two leveling cylinders 45 , a screed cylinder 46 , a filling conveyor 47 , and a mounting bracket 48 .
- the screed box 41 is a rectangular with an open top and a slot in the bottom the same size as the top opening of the form 10 .
- the edges of the screed box 41 rest within the screed tracks 50 A, which run perpendicular to the loading conveyor 8 a .
- the screed cylinder 46 is connected to the frame 50 between an end of the screed track 50 A and a side of the screed box 41 .
- the screed cylinder 46 extends, it slides the screed box 41 directly over the loading conveyor 8 A, which will be referred to as the loading position.
- the screed cylinder 46 retracts, it slides the screed box 41 to a position adjacent the loading conveyor 8 A, which will be referred to as the retracted position.
- the leveling hopper 42 resides inside the screed box 41 .
- the two leveling cylinders 45 which are any suitable hydraulically or pneumatically operated cylinders, connect from the screed box 41 to the leveling hopper 42 using a mounting bracket 48 .
- the leveling cylinders 45 extend and retract their pistons to slide the leveling hopper 42 inside the screed box 41 .
- the auger 43 is mounted inside the leveling hopper 42 using any suitable means, such as bearings.
- the screed motor 44 is coupled to the end of the auger 43 through a lengthwise slot in the screed box 41 . The slot allows the screed motor 44 and auger 43 to slide along with the leveling hopper 42 when the leveling cylinders 45 extend and retract.
- the interior of the leveling hopper 42 may be shaped to deliver lightweight concrete composite into any one of the frames 121 , 131 , 141 , and 151 .
- the first station conveyor 7 a conveys a form 10 onto a disabled loading conveyor 8 a .
- the bottom assembly 11 is in the assembled position with the cap 12 resting on top in the unlocked position.
- the lifting cylinder 31 begins in the engagement position so that, as the form 10 arrives at the form filling station 3 , the short lifting rail 33 and the tall lifting rail 33 engage a corresponding tall cap bracket 26 and a short cap bracket 25 .
- the form 10 engages a micro-switch that outputs a signal that overrides the first station conveyor 7 a .
- first station conveyor 7 a remains disabled during the filling of the form 10 .
- the micro-switch further outputs a signal that retracts the lifting cylinder 31 to the raised position, thereby removing the cap 12 .
- an operator inserts a desired frame 121 , 131 , 141 , or 151 and all necessary electrical conduit or electrical boxes into the form.
- the lifting cylinder 31 in its retracted position, engages a micro-switch that outputs a signal directing the screed cylinder 46 to extend the screed box 41 to the loading position directly over the bottom assembly 11 .
- the leveling hopper 42 is located directly underneath a filling conveyor 47 , which is any suitable conveyor, such as a belt conveyor.
- the screed box 40 engages a micro-switch, which outputs a signal that opens a lightweight concrete composite source and activates the filling conveyor 47 to deliver the lightweight concrete composite to the leveling hopper 42 .
- the lightweight concrete composite source in the preferred embodiment is the lightweight concrete composite source disclosed in U.S. patent application Ser. No. 09/887,369.
- the micro-switch further outputs a signal that activates the screed motor 44 , thereby rotating the auger 43 to evenly distribute the lightweight concrete composite throughout the leveling hopper 42 .
- a micro-switch positioned within the leveling hopper 42 or the lightweight concrete composite source senses when either the leveling hopper 42 is full or the lightweight concrete composite source is empty. Upon sensing either condition, the micro-switch outputs a signal closing the lightweight concrete composite source and deactivating the filling conveyor 47 and the screed motor 44 .
- the micro-switch further outputs a signal that activates the leveling cylinders 45 , which slowly move the leveling hopper 42 forward over the bottom assembly 11 to a position beyond the bottom assembly 11 .
- the leveling hopper 42 engages a micro-switch that reverses the leveling cylinders 45 , which slowly move the leveling hopper 42 backward over the bottom assembly 11 to the loading position.
- the movement of the leveling hopper 42 over the bottom assembly 11 fills and levels the bottom assembly 11 with the lightweight concrete composite contained in the leveling hopper 42 .
- a micro-switch that outputs a signal resulting in the screed cylinder 46 returning the screed box 41 to the retracted position.
- a micro-switch outputs a signal that activates the lifting cylinder 31 to extend to the engagement position, thereby replacing the cap 12 back onto the bottom assembly 11 .
- a micro-switch outputs a signal that activates the loading conveyor 8 a to move the form 10 forward toward the next station, the form assembly station 4 , via the first roller conveyor 9 a .
- a micro-switch signals the loading conveyor 8 a to disable in preparation to receive another form 10 .
- the form assembly station 4 is a manually operated station. First, the operator depresses the cap 12 onto the bottom assembly 12 , thereby compressing the lightweight concrete composite within the form. Next, the operator couples the latches 18 of the cap 12 to the catches of the bottom assembly 11 , thereby sealing the form. Finally, the operator delivers the form from the first roller conveyor 9 a to the second station conveyor 7 b to convey the form through the curing oven. While a manually operated form assembly station 4 is disclosed, those of ordinary skill in the art will recognize that the form assembly station 4 may be automated.
- the dotted line designates an area of the station conveyor 2 enclosed by the curing oven 5 .
- the second station conveyor 7 b moves the form 10 through the curing oven 5 , which is at a temperature sufficient to accelerate curing.
- the lightweight concrete composite cures.
- the curing oven 5 should be of a sufficient size to allow adequate time for proper curing to occur.
- the lightweight concrete composite has hardened into a unitary lightweight concrete composite wall panel 120 , 130 , 140 , or 150 .
- the second station conveyor 7 b continues to move the form 10 to the block removal station 6 .
- the last station is a block removal station 6 .
- the block removal station 6 includes a frame 160 , a cap removal/lockdown assembly 60 , a dispatch assembly 70 , and a dispatch conveyor 51 .
- the frame 160 includes four vertical bars and four horizontal crossbars attached together by any suitable means, such as welding, to form a wire-frame box directly over the unloading conveyor 8 b .
- the four vertical bars are attached to a base that mounts to a foundation using any suitable means, such as bolts, sunk into the foundation.
- the cap removal/lockdown assembly 60 includes lifting cylinders 61 , lifting rails 62 , rail rods 63 , pivot rods 64 , support brackets 65 , lockdown rods 66 , and lockdown rails 67 .
- the lifting cylinders 61 are vertically suspended directly above the frame for extending and retracting from a raised position to an engagement position.
- the lifting rails 62 are C-shaped rails attached to the ends of the lifting cylinders 61 for engaging the cap brackets 20 of the form 10 .
- Support brackets 65 attached to the frame 160 couple with the pivot rods 64 by any suitable means, such as bearings, so that the pivot rods 64 rotate freely.
- the rail rods 63 fixedly attach by any suitable means, such as welding, to the pivot rods 64 , thereby extending perpendicularly to hingedly attach to the lifting rails 62 .
- the lockdown rods 66 are fixedly attached to the ends of the pivot rods 64 opposite the rail rods 63 , thereby extending perpendicularly to hingedly attach to the lockdown rails 67 .
- the lockdown rails 67 are L-shaped channels with a locking tab 68 attached in the center by any suitable means, such as welding, for engaging the pins 24 of the form 10 .
- the rail rods 63 rotate the pivot rods 64 , which rotate the lockdown rods 66 , thereby raising the lockdown rails 67 to a level sufficient to clear any forms 10 located on the unloading conveyor 8 b .
- This position will be referred to as the engagement position.
- the lockdown rails 67 lower to engage the pins 24 of the bottom assembly 11 . This will be referred to as the lockdown position.
- the dispatch assembly 70 includes dispatch cylinders 71 , mounting brackets 72 , and a ram plate 73 .
- the dispatch cylinders 71 mount horizontally to the frame 160 via the mounting brackets 72 .
- Both dispatch cylinders 71 are hingedly attached to the ram plate 73 , whereby the ram plate 73 can rotate between a ram position and a bypass position.
- the dispatch cylinders 71 extend, the ram plate 73 remains in a vertical position to strike a concrete composite block 10 A and push the concrete composite block 10 A onto the dispatch conveyor 51 , which will be referred to as the ram position.
- the dispatch cylinders 71 retract, the ram plate 73 rotates to a horizontal position to bypass the form 10 , which will be referred to as the bypass position.
- the second station conveyor 7 b delivers a form 10 onto a disabled unloading conveyor 8 b .
- the forms 10 are spaced along the conveyor system 2 such that a form 10 enters the block removal station 6 at the same time another form 10 enters the form-loading station 3 . Consequently, the block removal station 6 controls the stopping and starting of the first station conveyor 7 a . Nevertheless, those of ordinary skill in the art will recognize that the form-loading station 3 could control the first station conveyor 7 a . Furthermore, synchronous operation of the block removal station 6 and the form-loading station 3 is disclosed, those of ordinary skill in the art will recognize other control schemes for regulating the movement of the forms through the block removal station 6 and the form-loading station 3 .
- the lifting cylinders 61 of the cap removal/lockdown assembly 60 begin in the engagement position so that, as the form 10 arrives at the block removal station 6 , the cap rails 62 engage the cap brackets 20 of the cap 12 .
- the form 10 Upon conveyance onto the unloading conveyor 8 b , the form 10 engages a micro-switch that outputs a signal that overrides the second station conveyor 7 b .
- second station conveyor 7 b remains disabled during the removal of the block 10 A.
- the micro-switch outputs a signal that informs an operator to unlock the cap 12 from the bottom assembly 11 by uncoupling the corresponding latches 18 from the catches 19 .
- a micro-switch that outputs a signal that retracts the lifting cylinders 61 to the lockdown position, thereby removing the cap 12 and locking down the bottom assembly 11 .
- a micro-switch Upon lockdown of the bottom assembly 11 , a micro-switch outputs a signal that informs the operator to uncouple the remaining latches 19 on the bottom assembly 11 and rotate the sidewalls 15 down to a horizontal position.
- the operator engages a micro-switch that outputs a signal to the dispatch cylinders 71 to extend and retract, thereby pushing the finished block 10 A onto the dispatch conveyor 51 . Then the operator reassembles the bottom assembly 11 .
- the operator engages a micro-switch, which outputs a signal to extend the lifting cylinders 61 to the engagement position, thereby placing the cap 12 onto the bottom assembly 11 .
- the unloading conveyor 8 b advances the form to the second roller conveyor 9 b to start the process all over again.
- a micro-switch control scheme is employed whereby the engaging of various micro-switches controls the conveyor system 2 , the form-loading station 3 , and the block removal station 6 .
- the micro-switches employed are of a type well known to those of ordinary skill in the art, such as optical sensing switches, pressure switches, mechanically activated switches, and the like. Further, the use of such switches to control the components of the apparatus for manufacturing lightweight concrete composite wall panels 120 , 130 , 140 , and 150 are well known and understood by those of ordinary skill in the art. It should be understood, however, that a computer control scheme could be implemented in the apparatus for manufacturing lightweight concrete composite wall panels 120 , 130 , 140 , and 150 .
- Standard installation is intended for installation on the first floor of a structure.
- Second level installation is intended for installation of floors above the first floor.
- framing installation is intended for installation of doors and windows, and cabinet installation is intended for the mounting of cabinets onto the lightweight concrete wall panels 120 .
- the first step is to erect a support frame.
- the support frame 100 includes a side support 101 , a base support 102 , and a top support 103 . All three supports are made from “C” channel, which is erected using application methods commonly known in the industry. After erecting the support frame, matching sides of the base support 102 and the top support 103 are folded parallel with the foundation.
- a first wall panel 104 which is either a wall panel 120 if the wall is non-load bearing or a wall panel 150 if the wall is load bearing, is placed vertically into the support frame 100 so that it rests at the farthest end of the support frame 100 .
- fasteners are applied to maintain the wall panel 104 secured to the support frame 100 .
- the fasteners may be screws installed through the support frame 100 and into the wall panel 104 or brackets attached to the support frame 100 and the frame 121 or 151 of the wall panel 104 .
- a second wall panel 105 is placed vertically into the support frame 100 so that it abuts the first wall panel 104 .
- Fasteners are again employed to maintain the wall panel 105 secured to the support frame 100 .
- the above process is thus repeated until the entire support frame 100 is filled with wall panels.
- the base support 102 and top support 103 are folded back to the original “C” channel shape.
- a wall panel spanning the entire length of the support frame 100 may be placed therein and secured thereto with fasteners.
- a first or lower level must be installed as described above.
- an intermediate support 110 which is a “C” channel
- any suitable fasteners such as screws or brackets
- a base support 106 which is a “C” channel
- the second level is installed according to the steps described above in the standard installation.
- a second level installation may employ wall panels 120 or 150 including three, four, five, or more sides as illustrated.
- wall panels 130 and 140 may be employed to facilitate the installation of windows and doors.
- an opening for a window is cut into a wall constructed from wall panels 120 or 150 .
- a wall panel 130 is placed in the cut window opening and secured to the wall with fasteners, such as screws or brackets. Wood framing is then secured within the wall panel 130 followed by the installation of a window using techniques well known to those of ordinary skill in the art.
- an opening for a door is cut into a wall constructed from wall panels 120 or 150 .
- a wall panel 140 is placed in the cut door opening and secured to the wall with fasteners, such as screws or brackets. Wood framing is then secured within the wall panel 140 followed by the installation of a door using techniques well known to those of ordinary skill in the art.
- heavy cabinet installation requires a section of wall to be installed as described above.
- a lower “C” channel and an upper “C” channel are attached to a block of the wall using a suitable means, such as screws.
- a left “C” channel and a right “C” channel are attached to either the block of the wall or more preferably to the “C” channel of the support frame using a suitable means, such as screws.
- the outer sections of upper, lower, left, and right “C” channels are folded perpendicular to the wall so that a cabinet may be received therein.
- a cabinet is placed in the upper, lower, left, and right “C” channels and secured to the wall and the upper, lower, left, and right “C” channels using any suitable means, such as screws.
Abstract
Unitary lightweight concrete composite wall panels include a frame filled with lightweight composite concrete. The wall panels may be used in the construction of either interior or exterior walls, and a wall panel may be configured as a load bearing or non load bearing. The size of a wall panel ranges from an individual wall panel forming a portion of a wall to a wall panel spanning an entire wall length, thereby furnishing a single complete wall. A wall panel may further be configured to support either a window or door.
Description
- This application is a continuation-in-part of application Ser. No. 10/374,886, filed Feb. 26, 2003, which was a continuation-in-part of U.S. Pat. No. 6,827,570 B2, issued Dec. 7, 2004.
- This present application claims all available benefit, under 35 U.S.C. § 119(e), of U.S. provisional patent application Ser. No. 60/604,947, filed Aug. 27, 2004. By this reference, the full disclosure of U.S. provisional patent application Ser. No. 60/604,947 is incorporated herein as though now set forth in its entirety.
- 1. Field of the Invention
- The present invention relates to lightweight concrete and, more particularly, but not by way of limitation, to unitary lightweight concrete composite wall panels.
- 2. Description of the Related Art
- The primary building materials utilized today are wood and concrete. Wood unfortunately has become extremely expensive due to reduced supplies caused by restrictions resulting from today's environmentally conscious society. Further, wood often does not provide the structural safety available from other building materials, such as concrete. Concrete is unfortunately expensive, which restricts its use to projects requiring the structural safety advantages associated with concrete.
- Thus, the building industry constantly seeks to reduce building costs while at least meeting or actually improving upon structural safety standards. One such improved product consists of lightweight concrete, which is composed of water, cement, and polystyrene. Lightweight concrete provides reduced costs in materials by replacing cement with less expensive polystyrene. Lightweight concrete further provides structural safety comparable to cement and improved over wood.
- Lightweight concrete is currently formed in blocks that are stacked and then secured together to form building walls. Lightweight concrete is currently not employed in the form of wall panels, whereby one panel may form an interior or exterior load or non-load bearing wall or multiple wall panels placed side by side and secured together comprise an interior or exterior load or non-load bearing wall. Accordingly, unitary lightweight concrete composite wall panels that are easy to manufacture and are suitable for use in constructing interior or exterior load or non-load bearing walls would significantly improve over current building materials.
- In accordance with the present invention, a unitary lightweight concrete composite wall panel includes a frame and lightweight concrete composite disposed within the frame wherein upon curing the lightweight concrete composite adheres to the frame, thereby forming the wall panel. The unitary lightweight concrete composite wall panel further includes at least one reinforcing bar disposed within the lightweight concrete composite. The frame may include apertures that receive the at least one reinforcing bar therethrough to secure the at least one reinforcing bar to the frame.
- The unitary lightweight concrete composite wall panel still further includes at least one conduit disposed within the lightweight concrete composite wherein the at least one conduit includes at least one opening communicating exterior to the wall panel. The at least one conduit includes at least one end connected to an electrical box disposed within the lightweight concrete composite wherein the at least one conduit receives electrical wiring therethrough. The at least one conduit may also comprise plumbing piping or an air duct.
- The frame includes at least a first side, a second side, and a third side. More particularly, the frame includes a top end, a bottom end, a first side, and a second side. The top end, the bottom end, the first side, and the second side each are U-shaped to maximize the surface area engaged by the lightweight concrete composite. The frame may further include a first support member coupled to the top end and the bottom end. The frame may still further include at least one second support member coupled to one of the first side or the second side and the first support member.
- The frame may be configured to receive therein a window frame or a door frame. The frame accordingly includes a header, a first side, and a second side. The frame may further include a footer. The header, the first side, and the second side each are U-shaped to maximize the surface area engaged by the lightweight concrete composite.
- It is therefore an object of the present invention to provide unitary lightweight concrete composite wall panels suitable for constructing structures.
- Still other objects, features, and advantages of the present invention will become evident to those of ordinary skill in the art in light of the following.
-
FIG. 1 is a perspective view illustrating a unitary lightweight concrete composite wall panel according to a first embodiment. -
FIG. 2 is a cross-sectional view taken alonglines -
FIG. 3 is a front view illustrating a unitary lightweight concrete composite wall panel according to a second embodiment. -
FIG. 4 is a front view illustrating a unitary lightweight concrete composite wall panel according to a third embodiment. -
FIG. 5 is a front view illustrating a unitary lightweight concrete composite wall panel according to a fourth embodiment. -
FIG. 6 is a perspective view illustrating a preferred embodiment of a form. -
FIG. 7 is an end view illustrating a preferred embodiment of the form. -
FIG. 8 is a perspective view illustrating a preferred embodiment of a cap for the form. -
FIG. 9 is a perspective view illustrating a preferred embodiment of a bottom assembly for the form including an insert therein. -
FIG. 10 is a perspective view illustrating an insert of the form. -
FIG. 11 is an end view illustrating the form with the cap removed. -
FIG. 12 is a perspective view illustrating a screed assembly for loading and leveling a form. -
FIG. 13 is a side view illustrating the screed assembly for loading and leveling a form. -
FIG. 14 is a perspective view illustrating a block removal station with a cap removal assembly raised to an upper level, a dispatch assembly in a closed position, and an unloading conveyor. -
FIG. 15 is a plan view illustrating an apparatus for manufacturing unitary lightweight concrete composite blocks according to the preferred embodiment. -
FIG. 16 is a perspective view illustrating installation of unitary lightweight concrete composite wall panels. -
FIG. 17 is a front view illustrating a second level installation of unitary lightweight concrete composite wall panels. -
FIG. 18 is a front view illustrating installation of unitary lightweight concrete composite wall panels. -
FIG. 19 is an overhead view illustrating installation of unitary lightweight concrete composite wall panels. - The foregoing invention is a unitary lightweight concrete composite wall panel. The wall panel may be used in the construction of either interior or exterior walls. A wall panel may be configured as a load bearing or non-load bearing wall. The size of a wall panel ranges from an individual wall panel forming a portion of a wall to a wall panel spanning an entire wall length thereby furnishing a single complete wall.
- As illustrated in
FIGS. 1 and 2 , a unitary lightweight concretecomposite wall panel 120 according to a first embodiment includes aframe 121 filled with a lightweight concrete composite 127 such as that disclosed in U.S. patent application Ser. Nos. 09/887,369 and 10/374,886, the disclosures of which are herein incorporated by reference. Theframe 121 includes atop end 122, abottom end 123, and twosides 124. Theframe 121 may be constructed from any suitable material such as metal or aluminum as one continuous member or as individual members secured together. Thetop end 122,bottom end 123, and twosides 124 are each U-shaped to maximize the surface area engaged by the lightweightconcrete composite 127. In the first embodiment, theframe 121 is comprised of metal studs secured together using any suitable means such as rivets or screws. Thewall panel 120 may further include reinforcingbars 125 that are located within the lightweightconcrete composite 127. Theframe 121 may includeapertures 126 wherein eachaperture 126 receives a reinforcingbar 125 therethrough to secure the reinforcing bars to theframe 121. The reinforcingbars 125 increase the ability of thewall panel 120 to withstand shearing forces. While theframe 121 in the first embodiment is disclosed with four sides, those of ordinary skill in the art will recognize theframe 121 may include three, four, five, or more sides depending upon the requirements of the wall. - As described more fully herein, a
frame 121 is placed into a form and a form-loading station screeds lightweight concrete composite 127 into theframe 121. The lightweightconcrete composite 127 is compressed and then cured thereby forming afinished wall panel 120 when theframe 121 and cured lightweight concrete composite 127 are removed from the form. As illustrated inFIGS. 6 and 16 , awall panel 120 may includeelectrical conduit 200 andelectrical boxes 201 for running electrical wire and making electrical connections. While the first embodiment discloseselectrical conduit 200 andelectrical boxes 201, those of ordinary skill in the art will recognize that any multitude of items normally used inside building walls may be substituted, such as plumbing piping, air ducts, and the like. The ability of thewall panel 120 to contain electrical conduit and electrical boxes makes it ideal for use in the construction of building walls. - As illustrated in
FIG. 3 , a unitary lightweight concrete composite wall panel 130 according to a second embodiment includes aframe 131 filled with a lightweightconcrete composite 137. The wall panel 130 provides a structure suitable for supporting a window frame. Theframe 131 includes aheader 122,footer 133, and twosides 134. Theframe 131 may be constructed from any suitable material such as metal or aluminum as one continuous member or as individual members secured together. Theheader 122 and twosides 134 are each U-shaped to maximize the surface area engaged by the lightweightconcrete composite 137. Thefooter 133 is also U-shaped to provide a surface for engaging the bottom of a window frame. Although thefooter 133 of the second embodiment is not filled with lightweightconcrete composite 137, those of ordinary skill in the art will recognize that an enlarged footer suitable to receive lightweight concrete composite 137 therein may be provided. In the second embodiment, theframe 131 is comprised of individual metal studs secured together using any suitable means such as rivets or screws. The individual metal studs comprising theframe 131 according to the second embodiment further includecross-members 135 that provide additional structural integrity. The cross-members 135 increase the ability of the wall panel 130 to withstand shearing forces. As described more fully herein, aframe 131 is placed into a form and a form-loading station screeds lightweight concrete composite 137 into theframe 131. The lightweightconcrete composite 137 is compressed and then cured thereby forming a finished wall panel 130 when theframe 131 and cured lightweight concrete composite 137 are removed from the form. - As illustrated in
FIG. 4 , a unitary lightweight concretecomposite wall panel 140 according to a third embodiment includes aframe 141 filled with a lightweightconcrete composite 147. Thewall panel 140 provides a structure suitable for supporting a door frame. Theframe 141 includes aheader 142 and twosides 144. Theframe 141 may be constructed from any suitable material such as metal or aluminum as one continuous member or as individual members secured together. Theheader 142 and twosides 144 are each U-shaped to maximize the surface area engaged by the lightweightconcrete composite 137. In the third embodiment, theframe 141 is comprised of individual metal studs secured together using any suitable means such as rivets or screws. The individual metal studs comprising theframe 141 according to the second embodiment further includecross-members 145 that provide additional structural integrity. The cross-members 145 increase the ability of thewall panel 140 to withstand shearing forces. As described more fully herein, aframe 141 is placed into a form and a form-loading station screeds lightweight concrete composite 147 into theframe 141. The lightweightconcrete composite 147 is compressed and then cured thereby forming afinished wall panel 140 when theframe 141 and cured lightweight concrete composite 147 are removed from the form. - As illustrated in
FIG. 5 , a unitary lightweight concretecomposite wall panel 150 according to a fourth embodiment includes aframe 151 filled with a lightweightconcrete composite 157. Theframe 151 includes atop end 152, abottom end 153, and twosides 154. Theframe 151 may be constructed from any suitable material such as metal or aluminum as one continuous member or as individual members secured together. Thetop end 152,bottom end 153, and twosides 154 are each U-shaped to maximize the surface area engaged by the lightweightconcrete composite 157. In the fourth embodiment, theframe 151 is comprised of metal studs secured together using any suitable means such as rivets or screws. Thewall panel 150 may further include asupport member 155 coupled withtop end 152 andbottom end 153 using any suitable means such as rivets or screws. Thewall panel 150 may still further includesupport members support member 155 and with thesides 154, respectively, using any suitable means such as rivets or screws. Thesupport members wall panel 150 with sufficient structural integrity to serve as a load-bearing wall. In certain circumstances thewall panel 120 may provide sufficient structural integrity to function as a load-bearing wall. Nevertheless, thewall panel 150 with at least thesupport member 155 normally will be utilized in applications requiring a load-bearing wall. The number of vertical and horizontal support members employed within awall panel 150 depends upon the actual load-bearing requirements of a wall. While theframe 151 in the fourth embodiment is disclosed with four sides, those of ordinary skill in the art will recognize theframe 121 may include three, four, five, or sides depending upon the requirements of the wall. - As described more fully herein, a
frame 151 is placed into a form and a form-loading station screeds lightweight concrete composite 157 into theframe 151. The lightweightconcrete composite 157 is compressed and then cured thereby forming afinished wall panel 150 when theframe 151 and cured lightweight concrete composite 157 are removed from the form. Thewall panel 150 may also include electrical conduit andboxes 201 as well as items normally used inside building walls, such as plumbing piping, air ducts, and the like. - As illustrated in
FIG. 15 , an apparatus 1 suitable to manufacture unitary lightweight concretecomposite wall panels form 10, aconveyor system 2, a form-loading station 3, aform assembly station 4, a curingoven 5, and ablock removal station 6. The apparatus 1 utilizes a method for manufacturing unitary lightweight concretecomposite wall panels frame frame composite wall panel - As illustrated in
FIGS. 6-15 , aform 10 is used to locate lightweight concrete composite within aframe composite wall panel preferred form 10 includes abottom assembly 11 and acap 12. Although the preferred embodiment discloseswall panel - In the preferred embodiment, the
bottom assembly 11 is arectangular plate 14 with twosidewalls 15 and twoendwalls 16. Eachsidewall 15 is hingedly attached along a respective long length of therectangular plate 14. Furthermore, the long edge of eachsidewall 15 terminates in an L-shaped lip. Also, T-shapedlatches 18 are hingedly attached to each corner of eachsidewall 15, which rotate between locked and unlocked positions. Those of ordinary skill in the art should understand that the interior of thebottom assembly 11 may be shaped to house any one of theframes - Referring to
FIGS. 6-10 , each endwall 16 is attached along a respective short length of therectangular plate 14.Catches 19 are fixedly attached by any suitable means, such as welding, at each corner and in the middle of each endwall 16 for coupling with thelatches 18. The long edge of each endwall 16 terminates in an L-shaped lip, and pins 24 extend outward perpendicularly from each corner of eachendwall 16. In addition, oneendwall 16 definesconduit notches 23 for supporting electrical conduit and electrical boxes inside theform 10. Theconduit notches 23 suspend the electrical conduit and electrical boxes at a designated depth during the curing process. Consequently, the electrical conduit and electrical boxes will reside at the designated depth in thefinished wall panel conduit channels 23 are disclosed, those of ordinary skill in the art will recognize that any number ofconduit channels 23 may be utilized to support any multitude of different objects. - To assemble the
bottom assembly 11, thesidewalls 15 rotate up to a vertical position, thereby forming a rectangular box. Next, thelatches 18 rotate to the locked position and couple with thecatches 19, thereby securing thebottom assembly 11. This will be referred to as the assembled position. To disassemble the bottom assembly, thelatches 18 uncouple from thecatches 19 and thesidewalls 15 rotate down to a horizontal position. This will be referred to as the disassembled position. - Referring to
FIG. 8 , thecap 12 is a rectangular plate with each long edge terminating in an L-shaped lip. Two L-shapedcap brackets 20 are attached by any suitable method, such as welding, to each end of thecap 12 so that thecap brackets 20 are parallel with the two short edges of thecap 12 and face inward, thereby defining slots between the top of thecap 12 and eachcap bracket 20. An L-shapedshort bracket 25 is attached by any suitable method, such as welding, to a front edge of thecap 12 so that the L-shape is facing outward. An L-shapedtall bracket 26 is attached by any suitable method, such as welding, to a back edge of thecap 12 facing the same direction as theshort bracket 25. Alatch 18 is hingedly attached to middle of each short edge of thecap 12, which rotates from an unlocked to a locked position. The perimeter dimensions of thecap 12 match the perimeter dimensions of thebottom assembly 11. When placed onto abottom assembly 11 in the assembled position, thelatches 18 of thecap 12 couple with thecatches 19 of thebottom assembly 11 to seal theform 10, which will be referred to as the locked position. Thelatches 18 may also be uncoupled from thecatches 19 of thebottom assembly 11 to release thecap 12, which will be referred to as the unlocked position. - Referring to
FIGS. 9 and 10 , aninsert 13 is a rectangular plate with twosidewalls 21 and twoendwalls 22. The dimensions ofinsert 13 are such that theinsert 13 fits inside thebottom assembly 11. The two sidewalls terminate in an L-shaped lip. Theinsert 13 prevents lightweight composite concrete from filling the area of theform 10 occupied by theinsert 13. Thus, theinsert 13 shortens the overall length of theform 10 to produce ashorter wall panel insert 13 shortens theform 10 by approximately ⅓, those of ordinary skill in the art will recognize that anysize insert 13 may shorten theform 10 by any length. Oneendwall 22 definesconduit notches 22A for supporting electrical conduit and electrical boxes inside the form. Theconduit notches 22A suspend the electrical conduit and electrical boxes at a designated depth during the curing process. Consequently, the electrical conduit and electrical boxes will reside at the designated depth in thefinished wall panel conduit notches 22A, those of ordinary skill in the art will recognize that any number ofconduit notches 22A may be utilized to support any multitude of different objects. - As illustrated in
FIGS. 12-15 , a conveyingsystem 2 routes a plurality offorms 10 in a continuous loop simultaneously through all the stations of the apparatus 1, thereby creating a time efficient process. Theconveyor system 2 includes afirst station conveyor 7 a, a loading conveyor 8 a, afirst roller conveyor 9 a, a second station conveyor 7 b, an unloading conveyor 8 b, and a second roller conveyor 9 b. Thefirst station conveyor 7 a is the station conveyor disclosed in U.S. patent application Ser. No. 09/887,369. While the preferred embodiment discloses the station conveyor in U.S. patent application Ser. No. 09/887,369, those of ordinary skill in the art will recognize that any type of conveying apparatus may be utilized. The loading conveyor 8 a is a belt conveyor well known to those of ordinary skill in the art. While a belt conveyor is disclosed, those of ordinary skill in the art will recognize that any conveying apparatus may be utilized. The second station conveyor 7 b is the station conveyor disclosed in U.S. patent application Ser. No. 09/887,369. While the station conveyor in U.S. patent application Ser. No. 09/887,369 is disclosed, those of ordinary skill in the art will recognize that any type of conveying apparatus may be utilized. The unloading conveyor 8 b is a belt conveyor that is well known in the art. While a belt conveyor is disclosed, those of ordinary skill in the art will recognize that any conveying apparatus may be utilized. - The form-
loading station 3 includes a cap removal/replacement assembly 30 and ascreed assembly 40. Referring toFIGS. 6 and 13 , the cap removal/replacement assembly 30 includes alifting cylinder 31, astabilizer bar 32, ashort lifting rail 33, and atall lifting rail 34. The liftingcylinder 31 is vertically suspended above the loading conveyor 8 a and connects by any suitable means, such as a pin, to the center of thestabilizer bar 32 so that the stabilizer bar resides in a horizontal plane. Theshort lifting rail 33 is an L-shaped rail that is attached to a back end of thestabilizer bar 32. Thetall lifting rail 34 is an L-shaped rail that is attached to a front end of thestabilizer bar 32. When the liftingcylinder 31 extends, theshort lifting rail 33 andtall lifting rail 33 lower to a position where they may engage a correspondingtall cap bracket 26 andshort cap bracket 25, which will be referred to as the engagement position. When the liftingcylinder 31 retracts, theshort lifting rail 33 and thetall lifting rail 34 raise to a position above thescreed assembly 40, which will be referred to as the raised position. - The
screed assembly 40 includes aframe 50 having supporting legs andscreed tracks 50A attached thereto. The legs mount to the foundation on either side of the conveyingsystem 3 by any suitable means, such as brackets attached to each leg and bolts sunk into a foundation. Thescreed assembly 40 further includes ascreed box 41, aleveling hopper 42, anauger 43, ascreed motor 44, two levelingcylinders 45, ascreed cylinder 46, a fillingconveyor 47, and a mountingbracket 48. Thescreed box 41 is a rectangular with an open top and a slot in the bottom the same size as the top opening of theform 10. The edges of thescreed box 41 rest within the screed tracks 50A, which run perpendicular to the loading conveyor 8 a. Thescreed cylinder 46 is connected to theframe 50 between an end of thescreed track 50A and a side of thescreed box 41. When thescreed cylinder 46 extends, it slides thescreed box 41 directly over the loading conveyor 8A, which will be referred to as the loading position. When thescreed cylinder 46 retracts, it slides thescreed box 41 to a position adjacent the loading conveyor 8A, which will be referred to as the retracted position. - The
leveling hopper 42 resides inside thescreed box 41. The two levelingcylinders 45, which are any suitable hydraulically or pneumatically operated cylinders, connect from thescreed box 41 to theleveling hopper 42 using a mountingbracket 48. The levelingcylinders 45 extend and retract their pistons to slide theleveling hopper 42 inside thescreed box 41. Theauger 43 is mounted inside theleveling hopper 42 using any suitable means, such as bearings. Thescreed motor 44 is coupled to the end of theauger 43 through a lengthwise slot in thescreed box 41. The slot allows thescreed motor 44 andauger 43 to slide along with theleveling hopper 42 when the levelingcylinders 45 extend and retract. Those of ordinary skill in the art should understand that the interior of theleveling hopper 42 may be shaped to deliver lightweight concrete composite into any one of theframes - In operation, the
first station conveyor 7 a conveys aform 10 onto a disabled loading conveyor 8 a. When theform 10 arrives at the form-fillingstation 3, thebottom assembly 11 is in the assembled position with thecap 12 resting on top in the unlocked position. The liftingcylinder 31 begins in the engagement position so that, as theform 10 arrives at theform filling station 3, theshort lifting rail 33 and thetall lifting rail 33 engage a correspondingtall cap bracket 26 and ashort cap bracket 25. Upon conveyance onto the loading conveyor 8 a, theform 10 engages a micro-switch that outputs a signal that overrides thefirst station conveyor 7 a. Thus,first station conveyor 7 a remains disabled during the filling of theform 10. The micro-switch further outputs a signal that retracts the liftingcylinder 31 to the raised position, thereby removing thecap 12. With thecap 12 removed, an operator inserts a desiredframe cylinder 31, in its retracted position, engages a micro-switch that outputs a signal directing thescreed cylinder 46 to extend thescreed box 41 to the loading position directly over thebottom assembly 11. In the loading position, theleveling hopper 42 is located directly underneath a fillingconveyor 47, which is any suitable conveyor, such as a belt conveyor. As thescreed box 40 reaches the loading position, it engages a micro-switch, which outputs a signal that opens a lightweight concrete composite source and activates the fillingconveyor 47 to deliver the lightweight concrete composite to theleveling hopper 42. The lightweight concrete composite source in the preferred embodiment is the lightweight concrete composite source disclosed in U.S. patent application Ser. No. 09/887,369. The micro-switch further outputs a signal that activates thescreed motor 44, thereby rotating theauger 43 to evenly distribute the lightweight concrete composite throughout theleveling hopper 42. A micro-switch positioned within theleveling hopper 42 or the lightweight concrete composite source senses when either theleveling hopper 42 is full or the lightweight concrete composite source is empty. Upon sensing either condition, the micro-switch outputs a signal closing the lightweight concrete composite source and deactivating the fillingconveyor 47 and thescreed motor 44. - As generally illustrated in
FIGS. 12 and 13 , the micro-switch further outputs a signal that activates the levelingcylinders 45, which slowly move theleveling hopper 42 forward over thebottom assembly 11 to a position beyond thebottom assembly 11. When theleveling hopper 42 travels fully beyond thebottom assembly 11, it engages a micro-switch that reverses the levelingcylinders 45, which slowly move theleveling hopper 42 backward over thebottom assembly 11 to the loading position. The movement of theleveling hopper 42 over thebottom assembly 11 fills and levels thebottom assembly 11 with the lightweight concrete composite contained in theleveling hopper 42. As the levelingcylinders 45 fully retract, theleveling hopper 42 engages a micro-switch that outputs a signal resulting in thescreed cylinder 46 returning thescreed box 41 to the retracted position. When the screed cylinder is fully retracted, a micro-switch outputs a signal that activates the liftingcylinder 31 to extend to the engagement position, thereby replacing thecap 12 back onto thebottom assembly 11. Upon replacement of thecap 12, a micro-switch outputs a signal that activates the loading conveyor 8 a to move theform 10 forward toward the next station, theform assembly station 4, via thefirst roller conveyor 9 a. Upon conveyance of theform 10 from the loading conveyor 8 a, a micro-switch signals the loading conveyor 8 a to disable in preparation to receive anotherform 10. - The
form assembly station 4 is a manually operated station. First, the operator depresses thecap 12 onto thebottom assembly 12, thereby compressing the lightweight concrete composite within the form. Next, the operator couples thelatches 18 of thecap 12 to the catches of thebottom assembly 11, thereby sealing the form. Finally, the operator delivers the form from thefirst roller conveyor 9 a to the second station conveyor 7 b to convey the form through the curing oven. While a manually operatedform assembly station 4 is disclosed, those of ordinary skill in the art will recognize that theform assembly station 4 may be automated. - As illustrated in
FIG. 15 , the dotted line designates an area of thestation conveyor 2 enclosed by the curingoven 5. The second station conveyor 7 b moves theform 10 through the curingoven 5, which is at a temperature sufficient to accelerate curing. As theform 10 travels through the curingoven 5, the lightweight concrete composite cures. The curingoven 5 should be of a sufficient size to allow adequate time for proper curing to occur. When theform 10 exits the curingoven 5, the lightweight concrete composite has hardened into a unitary lightweight concretecomposite wall panel form 10 to theblock removal station 6. - As illustrated in
FIGS. 14 and 15 , the last station is ablock removal station 6. Theblock removal station 6 includes aframe 160, a cap removal/lockdown assembly 60, a dispatch assembly 70, and adispatch conveyor 51. Theframe 160 includes four vertical bars and four horizontal crossbars attached together by any suitable means, such as welding, to form a wire-frame box directly over the unloading conveyor 8 b. The four vertical bars are attached to a base that mounts to a foundation using any suitable means, such as bolts, sunk into the foundation. - The cap removal/
lockdown assembly 60 includes liftingcylinders 61, liftingrails 62,rail rods 63,pivot rods 64, support brackets 65,lockdown rods 66, and lockdown rails 67. The liftingcylinders 61 are vertically suspended directly above the frame for extending and retracting from a raised position to an engagement position. The lifting rails 62 are C-shaped rails attached to the ends of the liftingcylinders 61 for engaging thecap brackets 20 of theform 10. Support brackets 65 attached to theframe 160 couple with thepivot rods 64 by any suitable means, such as bearings, so that thepivot rods 64 rotate freely. Therail rods 63 fixedly attach by any suitable means, such as welding, to thepivot rods 64, thereby extending perpendicularly to hingedly attach to the lifting rails 62. Thelockdown rods 66 are fixedly attached to the ends of thepivot rods 64 opposite therail rods 63, thereby extending perpendicularly to hingedly attach to the lockdown rails 67. The lockdown rails 67 are L-shaped channels with a locking tab 68 attached in the center by any suitable means, such as welding, for engaging thepins 24 of theform 10. When the liftingcylinders 61 extend, the lifting rails 62 lower to a position where they may engage thecap brackets 20. Simultaneously, therail rods 63 rotate thepivot rods 64, which rotate thelockdown rods 66, thereby raising the lockdown rails 67 to a level sufficient to clear anyforms 10 located on the unloading conveyor 8 b. This position will be referred to as the engagement position. Oppositely, when the liftingcylinders 61 retract, thereby raising the lifting rails 62 to remove thecap 12, the lockdown rails 67 lower to engage thepins 24 of thebottom assembly 11. This will be referred to as the lockdown position. - The dispatch assembly 70 includes
dispatch cylinders 71, mountingbrackets 72, and aram plate 73. Thedispatch cylinders 71 mount horizontally to theframe 160 via the mountingbrackets 72. Bothdispatch cylinders 71 are hingedly attached to theram plate 73, whereby theram plate 73 can rotate between a ram position and a bypass position. When thedispatch cylinders 71 extend, theram plate 73 remains in a vertical position to strike a concrete composite block 10A and push the concrete composite block 10A onto thedispatch conveyor 51, which will be referred to as the ram position. When thedispatch cylinders 71 retract, theram plate 73 rotates to a horizontal position to bypass theform 10, which will be referred to as the bypass position. - In operation, the second station conveyor 7 b delivers a
form 10 onto a disabled unloading conveyor 8 b. Theforms 10 are spaced along theconveyor system 2 such that aform 10 enters theblock removal station 6 at the same time anotherform 10 enters the form-loading station 3. Consequently, theblock removal station 6 controls the stopping and starting of thefirst station conveyor 7 a. Nevertheless, those of ordinary skill in the art will recognize that the form-loading station 3 could control thefirst station conveyor 7 a. Furthermore, synchronous operation of theblock removal station 6 and the form-loading station 3 is disclosed, those of ordinary skill in the art will recognize other control schemes for regulating the movement of the forms through theblock removal station 6 and the form-loading station 3. - The lifting
cylinders 61 of the cap removal/lockdown assembly 60 begin in the engagement position so that, as theform 10 arrives at theblock removal station 6, the cap rails 62 engage thecap brackets 20 of thecap 12. Upon conveyance onto the unloading conveyor 8 b, theform 10 engages a micro-switch that outputs a signal that overrides the second station conveyor 7 b. Thus, second station conveyor 7 b remains disabled during the removal of the block 10A. In addition, the micro-switch outputs a signal that informs an operator to unlock thecap 12 from thebottom assembly 11 by uncoupling the corresponding latches 18 from thecatches 19. After this is done, the operator engages a micro-switch that outputs a signal that retracts the liftingcylinders 61 to the lockdown position, thereby removing thecap 12 and locking down thebottom assembly 11. Upon lockdown of thebottom assembly 11, a micro-switch outputs a signal that informs the operator to uncouple the remaining latches 19 on thebottom assembly 11 and rotate thesidewalls 15 down to a horizontal position. Next, the operator engages a micro-switch that outputs a signal to thedispatch cylinders 71 to extend and retract, thereby pushing the finished block 10A onto thedispatch conveyor 51. Then the operator reassembles thebottom assembly 11. Once the finished block 10A is removed and the bottom assembly is reassembled, the operator engages a micro-switch, which outputs a signal to extend the liftingcylinders 61 to the engagement position, thereby placing thecap 12 onto thebottom assembly 11. Finally, the unloading conveyor 8 b advances the form to the second roller conveyor 9 b to start the process all over again. - A micro-switch control scheme is employed whereby the engaging of various micro-switches controls the
conveyor system 2, the form-loading station 3, and theblock removal station 6. The micro-switches employed are of a type well known to those of ordinary skill in the art, such as optical sensing switches, pressure switches, mechanically activated switches, and the like. Further, the use of such switches to control the components of the apparatus for manufacturing lightweight concretecomposite wall panels composite wall panels - To assemble the lightweight
concrete wall panels concrete wall panels 120. - In a standard installation, the first step is to erect a support frame. As shown in
FIG. 16 , thesupport frame 100 includes aside support 101, abase support 102, and atop support 103. All three supports are made from “C” channel, which is erected using application methods commonly known in the industry. After erecting the support frame, matching sides of thebase support 102 and thetop support 103 are folded parallel with the foundation. Afirst wall panel 104, which is either awall panel 120 if the wall is non-load bearing or awall panel 150 if the wall is load bearing, is placed vertically into thesupport frame 100 so that it rests at the farthest end of thesupport frame 100. Next, fasteners are applied to maintain thewall panel 104 secured to thesupport frame 100. The fasteners may be screws installed through thesupport frame 100 and into thewall panel 104 or brackets attached to thesupport frame 100 and theframe wall panel 104. Asecond wall panel 105 is placed vertically into thesupport frame 100 so that it abuts thefirst wall panel 104. Fasteners are again employed to maintain thewall panel 105 secured to thesupport frame 100. The above process is thus repeated until theentire support frame 100 is filled with wall panels. At that time, thebase support 102 andtop support 103 are folded back to the original “C” channel shape. Alternatively, a wall panel spanning the entire length of thesupport frame 100 may be placed therein and secured thereto with fasteners. - Referring to
FIG. 17 , to install a second level or higher, a first or lower level must be installed as described above. Then, anintermediate support 110, which is a “C” channel, must be attached with any suitable fasteners, such as screws or brackets, to thetop support 103 with the “C” facing down. Next, abase support 106, which is a “C” channel, is mounted facing up to theintermediate support 110 using any suitable fasteners. With thebase support 102 mounted, the second level is installed according to the steps described above in the standard installation. Those of ordinary skill in the art will recognize that a second level installation may employwall panels - Referring to
FIGS. 18 and 19 ,wall panels 130 and 140 may be employed to facilitate the installation of windows and doors. Illustratively, an opening for a window is cut into a wall constructed fromwall panels wall panels wall panel 140 is placed in the cut door opening and secured to the wall with fasteners, such as screws or brackets. Wood framing is then secured within thewall panel 140 followed by the installation of a door using techniques well known to those of ordinary skill in the art. - Referring to
FIGS. 18 and 19 , heavy cabinet installation requires a section of wall to be installed as described above. After erecting the wall, a lower “C” channel and an upper “C” channel are attached to a block of the wall using a suitable means, such as screws. Next, a left “C” channel and a right “C” channel are attached to either the block of the wall or more preferably to the “C” channel of the support frame using a suitable means, such as screws. Then, the outer sections of upper, lower, left, and right “C” channels are folded perpendicular to the wall so that a cabinet may be received therein. Finally a cabinet is placed in the upper, lower, left, and right “C” channels and secured to the wall and the upper, lower, left, and right “C” channels using any suitable means, such as screws. - Although the present invention has been described in terms of the foregoing embodiment, such description has been for exemplary purposes only and, as will be apparent to those of ordinary skill in the art, many alternatives, equivalents, and variations of varying degrees will fall within the scope of the present invention. That scope, accordingly, is not to be limited in any respect by the foregoing description; rather, it is defined only by the claims that follow.
Claims (26)
1. A unitary lightweight concrete composite wall panel, comprising:
a frame; and
lightweight concrete composite disposed within the frame.
2. The unitary lightweight concrete composite wall panel according to claim 1 , wherein upon curing the lightweight concrete composite adheres to the frame, thereby forming the wall panel.
3. The unitary lightweight concrete composite wall panel according to claim 1 , further comprising at least one reinforcing bar disposed within the lightweight concrete composite.
4. The unitary lightweight concrete composite wall panel according to claim 3 , wherein the frame comprises apertures that receive the at least one reinforcing bar therethrough to secure the at least one reinforcing bar to the frame.
5. The unitary lightweight concrete composite wall panel according to claim 1 , wherein the frame comprises at least a first side, a second side, and a third side.
6. The unitary lightweight concrete composite wall panel according to claim 5 , wherein the first side, the second side, and the third side each are U-shaped to maximize the surface area engaged by the lightweight concrete composite.
7. The unitary lightweight concrete composite wall panel according to claim 1 , wherein the frame comprises a top end, a bottom end, a first side, and a second side.
8. The unitary lightweight concrete composite wall panel according to claim 7 , wherein the top end, the bottom end, the first side, and the second side each are U-shaped to maximize the surface area engaged by the lightweight concrete composite.
9. The unitary lightweight concrete composite wall panel according to claim 1 , wherein the frame further comprises a first support member coupled to the top end and the bottom end.
10. The unitary lightweight concrete composite wall panel according to claim 9 , wherein the frame further comprises at least one second support member coupled to one of the first side or the second side and the first support member.
11. The unitary lightweight concrete composite wall panel according to claim 1 , wherein the frame defines an opening that supports a window frame therein.
12. The unitary lightweight concrete composite wall panel according to claim 1 , wherein the frame defines an opening that supports a door frame therein.
13. The unitary lightweight concrete composite wall panel according to claim 1 , wherein the frame comprises a header, a first side, and a second side.
14. The unitary lightweight concrete composite wall panel according to claim 13 , wherein the frame further comprises a footer.
15. The unitary lightweight concrete composite wall panel according to claim 13 , wherein the header, the first side, and the second side each are U-shaped to maximize the surface area engaged by the lightweight concrete composite.
16. The unitary lightweight concrete composite wall panel according to claim 1 , further comprising at least one conduit disposed within the lightweight concrete composite.
17. The unitary lightweight concrete composite wall panel according to claim 16 , wherein the at least one conduit includes at least one opening communicating exterior to the wall panel.
18. The unitary lightweight concrete composite wall panel according to claim 16 , wherein the at least one conduit includes at least one end connected to an electrical box disposed within the lightweight concrete composite.
19. The unitary lightweight concrete composite wall panel according to claim 16 , wherein the at least one conduit receives electrical wiring therethrough.
20. The unitary lightweight concrete composite wall panel according to claim 16 , wherein the at least one conduit comprises plumbing piping.
21. The unitary lightweight concrete composite wall panel according to claim 16 , wherein the at least one conduit comprises an air duct.
22. A form for facilitating the curing of lightweight concrete composite into wall panels, comprising:
a bottom assembly that supports a frame of the wall panel therein; and
a cap that seats on the bottom assembly, whereby, upon curing, the lightweight concrete composite adheres to the frame, thereby forming the wall panel.
23. The form for facilitating the curing of lightweight concrete composite into wall panels according to claim 22 , wherein the bottom assembly comprises:
walls; and
mating assemblies that couple the walls, thereby forming the desired shape that is assembled and disassembled.
24. The form for facilitating the curing of lightweight concrete composite into wall panels according to claim 23 , wherein the walls comprise:
two sidewalls located opposite and parallel to each other; and
two endwalls located opposite and parallel to each other.
25. The form for facilitating the curing of lightweight concrete composite into wall panels according to claim 22 , further comprising a mating assembly that couples the bottom assembly with the cap.
26. The form for facilitating the curing of lightweight concrete composite into wall panels according to claim 22 , further comprising an insert that shortens the form to produce smaller blocks.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/208,937 US20050284098A1 (en) | 2003-02-26 | 2005-08-22 | Lightweight concrete composite wall panels |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10/374,886 US6974317B2 (en) | 2001-06-22 | 2003-02-26 | Lightweight concrete composite blocks |
US60494704P | 2004-08-27 | 2004-08-27 | |
US11/208,937 US20050284098A1 (en) | 2003-02-26 | 2005-08-22 | Lightweight concrete composite wall panels |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/374,886 Continuation-In-Part US6974317B2 (en) | 2001-06-22 | 2003-02-26 | Lightweight concrete composite blocks |
Publications (1)
Publication Number | Publication Date |
---|---|
US20050284098A1 true US20050284098A1 (en) | 2005-12-29 |
Family
ID=35504028
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US11/208,937 Abandoned US20050284098A1 (en) | 2003-02-26 | 2005-08-22 | Lightweight concrete composite wall panels |
Country Status (1)
Country | Link |
---|---|
US (1) | US20050284098A1 (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20080157430A1 (en) * | 2006-12-29 | 2008-07-03 | Apex Construction Systems, Inc. | Compacting techniques for forming lightweight concrete building blocks |
US20090293419A1 (en) * | 2008-05-27 | 2009-12-03 | Gharibeh Rene A | Composite Building Panel |
WO2010097059A2 (en) * | 2009-02-25 | 2010-09-02 | Ivan Razl | Composite structural element particularly for the construction of buildings |
ITBA20100029A1 (en) * | 2010-07-12 | 2010-10-11 | Pantaleo Piumelli | COUNTER FRAMES, INSERTED IN PREFABRICATED CONCRETE OR STEEL AND POLYURETHANE PANELS, OF INDUSTRIAL BUILDINGS OR RESIDENTIAL BUILDINGS, SUITABLE TO STAY SLIDING DOORS WITH DISAPPEARING DOORS |
CN102505801A (en) * | 2011-12-28 | 2012-06-20 | 中国建筑标准设计研究院 | Steel-side-rib light shock-resistant energy-saving wallboard and construction method thereof |
US8685302B2 (en) | 2012-02-20 | 2014-04-01 | Honeywell International Inc. | Monolithic acoustically-treated composite structures and methods for fabricating the same |
US9738009B2 (en) | 2014-04-30 | 2017-08-22 | Bautex Systems, LLC | Methods and systems for the formation and use of reduced weight building blocks forms |
US20220386655A1 (en) * | 2017-10-19 | 2022-12-08 | Harold Dail Kimrey, JR. | Contact members for packaged articles heated with radio frequency energy |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3555763A (en) * | 1968-11-25 | 1971-01-19 | Speed Fab Crete Corp Internati | Method of forming walls with prefabricated panels |
US3609935A (en) * | 1969-05-01 | 1971-10-05 | Delmar L Thomas | Permanent form for precast tilt-up concrete modules and process |
US3848381A (en) * | 1973-05-29 | 1974-11-19 | Speed Fab Crete Corp Int | Deck panel for roof and floor structures |
US4059939A (en) * | 1976-08-30 | 1977-11-29 | Elliott Enterprises Of Monte Vista | Prefabricated building unit |
US4067156A (en) * | 1976-01-12 | 1978-01-10 | Donn Products, Inc. | Computer floor structure |
US4506428A (en) * | 1983-02-14 | 1985-03-26 | Bank Constructors, Inc. | Method of forming a prefabricated concrete panel |
US5491948A (en) * | 1993-12-22 | 1996-02-20 | Harris; Dallas L. | Tilt-up concrete pad and method of forming and erecting the tilt-up concrete pad |
US5737896A (en) * | 1996-09-05 | 1998-04-14 | Rodgers; Michael S. | Lightweight concrete for building construction components |
-
2005
- 2005-08-22 US US11/208,937 patent/US20050284098A1/en not_active Abandoned
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3555763A (en) * | 1968-11-25 | 1971-01-19 | Speed Fab Crete Corp Internati | Method of forming walls with prefabricated panels |
US3609935A (en) * | 1969-05-01 | 1971-10-05 | Delmar L Thomas | Permanent form for precast tilt-up concrete modules and process |
US3848381A (en) * | 1973-05-29 | 1974-11-19 | Speed Fab Crete Corp Int | Deck panel for roof and floor structures |
US4067156A (en) * | 1976-01-12 | 1978-01-10 | Donn Products, Inc. | Computer floor structure |
US4059939A (en) * | 1976-08-30 | 1977-11-29 | Elliott Enterprises Of Monte Vista | Prefabricated building unit |
US4506428A (en) * | 1983-02-14 | 1985-03-26 | Bank Constructors, Inc. | Method of forming a prefabricated concrete panel |
US5491948A (en) * | 1993-12-22 | 1996-02-20 | Harris; Dallas L. | Tilt-up concrete pad and method of forming and erecting the tilt-up concrete pad |
US5737896A (en) * | 1996-09-05 | 1998-04-14 | Rodgers; Michael S. | Lightweight concrete for building construction components |
Cited By (23)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7988123B2 (en) | 2006-12-29 | 2011-08-02 | Lacuna Inc. | Compactable mold for forming building blocks |
US20080156963A1 (en) * | 2006-12-29 | 2008-07-03 | Apex Construction Systems, Inc. | Techniques and tools for assembling and disassembling compactable molds and forming building blocks |
US20080160126A1 (en) * | 2006-12-29 | 2008-07-03 | Apex Construction Systems, Inc. | Compactable mold for forming building blocks |
US8282871B2 (en) | 2006-12-29 | 2012-10-09 | Lacuna Inc. | Techniques and tools for assembling and disassembling compactable molds and forming building blocks |
US8252221B2 (en) | 2006-12-29 | 2012-08-28 | Lacuna Inc. | Compacting techniques for forming lightweight concrete building blocks |
US20080157430A1 (en) * | 2006-12-29 | 2008-07-03 | Apex Construction Systems, Inc. | Compacting techniques for forming lightweight concrete building blocks |
US7992837B2 (en) | 2006-12-29 | 2011-08-09 | Lacuna Inc. | Techniques and tools for assembling and disassembling compactable molds and forming building blocks |
US20090293419A1 (en) * | 2008-05-27 | 2009-12-03 | Gharibeh Rene A | Composite Building Panel |
US7836660B2 (en) | 2008-05-27 | 2010-11-23 | American Fortress Homes, Inc. | Method of making a composite building panel |
US7739844B2 (en) | 2008-05-27 | 2010-06-22 | American Fortress Homes, Inc. | Composite building panel |
WO2010097059A2 (en) * | 2009-02-25 | 2010-09-02 | Ivan Razl | Composite structural element particularly for the construction of buildings |
WO2010097059A3 (en) * | 2009-02-25 | 2013-05-10 | Ivan Razl | Composite structural element particularly for the construction of buildings |
ITBA20100029A1 (en) * | 2010-07-12 | 2010-10-11 | Pantaleo Piumelli | COUNTER FRAMES, INSERTED IN PREFABRICATED CONCRETE OR STEEL AND POLYURETHANE PANELS, OF INDUSTRIAL BUILDINGS OR RESIDENTIAL BUILDINGS, SUITABLE TO STAY SLIDING DOORS WITH DISAPPEARING DOORS |
CN102505801A (en) * | 2011-12-28 | 2012-06-20 | 中国建筑标准设计研究院 | Steel-side-rib light shock-resistant energy-saving wallboard and construction method thereof |
US8685302B2 (en) | 2012-02-20 | 2014-04-01 | Honeywell International Inc. | Monolithic acoustically-treated composite structures and methods for fabricating the same |
US9469390B2 (en) | 2012-02-20 | 2016-10-18 | Honeywell International Inc. | Monolithic acoustically-treated composite structures and methods for fabricating the same |
US9738009B2 (en) | 2014-04-30 | 2017-08-22 | Bautex Systems, LLC | Methods and systems for the formation and use of reduced weight building blocks forms |
US9802335B2 (en) | 2014-04-30 | 2017-10-31 | Bautex Systems, LLC | Methods and systems for the formation and use of reduced weight building blocks forms |
US9849607B2 (en) | 2014-04-30 | 2017-12-26 | Bautex Systems, LLC | Methods and systems for the formation and use of reduced weight building blocks forms |
US9919451B2 (en) | 2014-04-30 | 2018-03-20 | Bautex Systems, LLC | Methods and systems for the formation and use of reduced weight building blocks forms |
US9993941B2 (en) | 2014-04-30 | 2018-06-12 | Bautex Systems, LLC | Methods and systems for the formation and use of reduced weight building blocks forms |
US20220386655A1 (en) * | 2017-10-19 | 2022-12-08 | Harold Dail Kimrey, JR. | Contact members for packaged articles heated with radio frequency energy |
US11856976B2 (en) * | 2017-10-19 | 2024-01-02 | Harold Dail Kimrey, JR. | Contact members for packaged articles heated with radio frequency energy |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US20050284098A1 (en) | Lightweight concrete composite wall panels | |
US20050260296A1 (en) | Lightweight concrete composite blocks | |
US3782049A (en) | Wall forming blocks | |
US10227785B2 (en) | Portable robotic casting of volumetric modular building components | |
US5277013A (en) | Wall panel for modular buildings and method of assembly | |
US5643488A (en) | Multi-room modular construction system | |
US9140023B2 (en) | Portable robotic casting of volumetric modular building components | |
AU2016265189B2 (en) | Formwork device | |
CN101542052A (en) | Building system utilizing integrated technology with molded expanded polystyrene cores | |
CN111676848A (en) | Fully prefabricated assembled platform structure for subway station | |
US20050257458A1 (en) | Lightweight concrete composite blocks | |
CN111479970A (en) | Formwork wall panel and formwork assembly | |
WO1984003658A1 (en) | Portable modular casting mold system | |
CA2264415A1 (en) | Multispace 2000 h.ch.g. | |
CN1108424C (en) | Pre-cast concrete walling system | |
CN210439874U (en) | Adjustable energy-saving window | |
RU2533475C1 (en) | High-speed method of manufacture of building products with high void ratio by volumetric vertical moulding from heterogeneous mixes, building product with high void ratio, process line for manufacture of building products with high void ratio by volumetric vertical moulding from heterogeneous mixes | |
EP1733106B1 (en) | Formwork system | |
CZ282533B6 (en) | Monolithic concrete spatial building unit, process for its formation and a form for making the same | |
CN218563040U (en) | Secondary structure formwork system for shaped door and window opening | |
CN1991111B (en) | Concrete structure | |
CN211466868U (en) | Production of light wallboard is with cloth device along with line | |
CN220163935U (en) | Building material conveying equipment for building construction | |
CN115405011B (en) | Assembled fast-assembled prefabricated foaming concrete wallboard, building structure and building method thereof | |
CN102808453B (en) | Corner fitting device for cellular building, cellular building and construction method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AS | Assignment |
Owner name: AMAZON FORMS ONE, INC., TEXAS Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:SUMRALL, ORBIN F.;REEL/FRAME:016894/0245 Effective date: 20050822 |
|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |