US20120090262A1 - Structure for the production of armatures for beams and assembly method of said structure - Google Patents
Structure for the production of armatures for beams and assembly method of said structure Download PDFInfo
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- US20120090262A1 US20120090262A1 US13/318,744 US201013318744A US2012090262A1 US 20120090262 A1 US20120090262 A1 US 20120090262A1 US 201013318744 A US201013318744 A US 201013318744A US 2012090262 A1 US2012090262 A1 US 2012090262A1
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- mesh
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
- E04C5/064—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars
Definitions
- the present invention relates to a round armature for reinforced concrete for the production of beams, and an assembly method of said structure.
- the general objective of the present invention is to solve the above drawbacks of the known art in an extremely simple, economical and particularly functional way.
- Another objective is to produce a structure for making beams which is equivalent, with respect to static performances, to analogous structures, but at the same time allowing a reduced assembly time and the use of a smaller quantity of material.
- a further objective is to produce a structure for making beams which can be obtained through pre-shaped elements only, that can be positioned in some specific points on the basis of a relative static calculation effected in advance.
- Another objective is to produce a structure for making beams capable of using non-standard optimized meshes which allow the use of both a longitudinal and transversal armature, suitably situated.
- a further objective is to produce a structure for making beams whose rapid and easy assembly does not require welding and/or binding points.
- a structure for making beams has been conceived together with a relative assembly method of said structure, having the characteristics specified in the annexed claims.
- FIG. 1 is a perspective view of a first embodiment example of a structure for making beams, according to the present invention
- FIG. 2 shows some elements of the structure of FIG. 1 ;
- FIG. 3 and FIG. 4 show other elements of the structure of FIG. 1 ;
- FIG. 5 shows an assembly phase of the structure of FIG. 1 ;
- FIG. 6 shows another assembly phase of the structure of FIG. 1 ;
- FIG. 7 is a perspective view of a second embodiment example of a structure for making beams, according to the present invention.
- FIG. 7 ′ is a perspective view of a structure for making beams, according to the present invention, of the type of FIG. 7 ;
- FIG. 8 is a perspective view of another structure for making beams, according to the present invention, of the type of FIG. 7 ;
- FIG. 9 shows an element of the structure of FIG. 7 ;
- FIG. 10 shows an element of the structure of FIG. 7 ′
- FIG. 11 is a perspective view of a third example of a structure for making beams, according to the present invention.
- FIG. 12 is a raised view of a fourth example of a structure for making beams, according to the present invention.
- FIGS. 1 , 8 , 11 and 12 four embodiment examples of structures for making beams according to the present invention, are indicated as a whole by 10 , 10 ′, 10 ′′ and 10 ′′′.
- the structures 10 , 10 ′, 10 ′′ and 10 ′′′ for making beams include a lower mesh element 11 and an upper mesh element 12 .
- These meshes 11 , 12 can have different geometries, and/or have a mesh, rectangular for example, which does not necessarily have a coinciding pitch.
- These connecting means include at least two “L”-shaped side connecting groups 14 and 14 ′, situated in correspondence with two opposite sides of the at least two mesh elements 11 and 12 .
- a first structure for the production of beams 10 is shown in FIG. 1 and comprises at least one central “U”-shaped connecting group 13 situated between the meshes 11 and 12 , in an intermediate position with respect to the previous at least two side connecting elements 14 and 14 ′.
- the structure 10 can also include, laterally with respect to the central “U”-shaped connecting group 13 , as shown in FIG. 1 , two central inverted “U”-shaped connecting groups 13 ′, situated between the at least two side connecting elements 14 , 14 ′.
- Each central inverted “U”-shaped connecting group 13 ′ comprises a plurality of inverted “U”-shaped elements 13 ′ situated one after another, parallel and spaced apart.
- inverted “U”-shaped elements 13 ′ are joined to each other by at least one longitudinal rod along the lower sides, in correspondence with the lower mesh 11 .
- said inverted “U”-shaped central connecting group 13 ′ can be alternative to the central “U”-shaped connecting group 13 , as shown in the embodiment of FIG. 11 .
- the structure is completed by the installation of strut elements 60 laterally interposed directly between the two mesh elements 11 and 12 , preferably with a constant pitch, indicatively one meter.
- the at least one central “U”-shaped connecting group 13 comprises a plurality of “U”-shaped elements 13 situated parallel to each other, one after another and spaced apart.
- the at least two “L”-shaped side connection groups, 14 and 14 ′ each comprises, as shown in FIG. 2 , a plurality of “L”-shaped elements 14 , 14 ′ situated one after another, parallel to each other and suitably spaced.
- the above-mentioned “L”-shaped elements 14 , 14 ′ can be joined to each other by at least one lower bar 24 , 25 , 24 ′, 25 ′ along the relative lower sides, in correspondence with the lower mesh 11 and/or by a side bar 26 , 26 ′ along the relative side portions between the at least two mesh elements 11 , 12 .
- These structures 10 , 10 ′ comprise two meshes 11 and 12 , lower and upper, respectively, which are maintained in a reciprocal parallel position, spaced by “L”-shaped side connection groups 14 , arranged in series on one side of the meshes 11 and 12 , “L”-shaped side connection groups 14 ′, in series, in a specular position with respect to the previous groups 14 , and central connection groups 13 , 13 ′ in series interposed between said side connection groups 14 , 14 ′.
- the elements 14 and 14 ′ can also be identical to each other.
- said beams 10 , 10 ′ are advantageously extremely easy to assemble, as all the elements used for the structure are in fact already shaped.
- the beam structure of the present invention can also include at least one element suitable for absorbing the punching stress caused by a concentrated load.
- These elements can include a plurality of inverted “ ⁇ ”-shaped elements 15 , 16 , positioned longitudinally and/or transversally to the structure 10 ′′′, as shown in FIGS. 7 , 7 ′, 8 .
- these inverted “ ⁇ ”-shaped elements 15 are joined to each other by at least one lower bar 25 , 25 ′ in correspondence with the lower mesh 11 and by at least one upper bar 26 , 26 ′ in correspondence with the upper mesh 12 .
- the inverted “ ⁇ ”-shaped elements 16 are joined to each other by a lower bar 27 , 27 ′, in correspondence with the lower mesh 11 and by at least one upper bar 28 , 28 ′, in correspondence with said upper net 12 .
- the structure 10 ′′ can include at least two bracket elements 70 arranged in front of each other between the “L”-shaped elements 14 , 14 ′, wherein said bracket elements 70 extend from the lower mesh 11 beyond the upper mesh 12 .
- a second upper mesh 12 ′ is envisaged for connecting the upper ends of the bracket elements 70 situated in front of each other.
- strut elements 60 are envisaged, vertically arranged and tilted struts 80 , positioned between the bracket elements 70 .
- the assembly method of a structure 10 , 10 ′, 10 ′′, 10 ′′′ for producing beams according to the present invention comprises the assembly phases of:
- the coupling phase of the central connection group 13 , 13 ′, 70 , 15 , 16 to the lower mesh 11 comprises the phase of coupling a plurality of “U”-shaped elements 13 to the lower mesh 11 , as described above.
- the above plurality of “U”-shaped elements 13 can be replaced by the plurality of inverted “U”-shaped elements 13 ′.
- the coupling phase of the central connection group 13 , 13 ′, 70 , 15 , 16 to the lower mesh 11 comprises the phase of coupling a plurality of elements inverted “ ⁇ ”-shaped 15 , 16 to the lower mesh 11 .
- the method also comprises the following phases:
- brackets 70 a) coupling brackets 70 with the lower mesh 11 , said brackets 70 extending beyond the upper mesh 12 ;
- the structure for the production of beams, object of the present invention in fact, allows a time saving in the assembly and a smaller quantity of material in view of the fact that the mesh can be assembled in the factory and/or directly in the construction site with the sole coupling of pre-shaped elements which can be positioned in points obtained by a static calculation.
- the system envisages that, by the superimposition, if necessary, or juxtaposition of all the elements, except the struts 60 and 80 which are positioned occasionally according to necessity, desired lengths can be produced according to the requirements of the structural project, with the possibility of varying the dimensions of the elements from one module to another.
Abstract
A structure (10, 10′, 10″, 10′″) for producing beams, comprising a lower mesh element (11) and an upper mesh element (12), said two mesh elements (11, 12) being arranged parallel, spaced apart and connected by at least one counteraction strut element (60, 80), at least two L-shaped side connection groups (14, 14′) arranged along opposite sides of said two mesh elements (11, 12) and at least one central connection group (13, 13′, 70, 15, 16) arranged between said at least two side connection elements (14, 14′).
Description
- The present invention relates to a round armature for reinforced concrete for the production of beams, and an assembly method of said structure.
- Particular structures are currently used as supports/armatures in the field of building constructions for the production of beams and construction elements in general, obtained by the coupling of metal elements called “armature bars”.
- At present, these support/armature structures are normally produced in the construction site, by joining the above armature bars.
- The above procedure, however, unfortunately requires long assembly times, as each element must be coupled with the others to produce the required structure, and it is also exposed to the use of more armature bars than is necessary, due to the necessity of standardizing the armature as much as possible to avoid excessively complicating the assembly.
- The general objective of the present invention is to solve the above drawbacks of the known art in an extremely simple, economical and particularly functional way.
- Another objective is to produce a structure for making beams which is equivalent, with respect to static performances, to analogous structures, but at the same time allowing a reduced assembly time and the use of a smaller quantity of material.
- A further objective is to produce a structure for making beams which can be obtained through pre-shaped elements only, that can be positioned in some specific points on the basis of a relative static calculation effected in advance.
- Another objective is to produce a structure for making beams capable of using non-standard optimized meshes which allow the use of both a longitudinal and transversal armature, suitably situated.
- A further objective is to produce a structure for making beams whose rapid and easy assembly does not require welding and/or binding points.
- In view of the above objectives, according to the present invention, a structure for making beams has been conceived together with a relative assembly method of said structure, having the characteristics specified in the annexed claims.
- The structural and functional characteristics of the present invention and its advantages with respect to the known art will appear even more evident from the following description, referring to the enclosed drawings, which show a structure for making beams produced according to the innovative principles of the same invention.
- In the drawings:
-
FIG. 1 is a perspective view of a first embodiment example of a structure for making beams, according to the present invention; -
FIG. 2 shows some elements of the structure ofFIG. 1 ; -
FIG. 3 andFIG. 4 show other elements of the structure ofFIG. 1 ; -
FIG. 5 shows an assembly phase of the structure ofFIG. 1 ; -
FIG. 6 shows another assembly phase of the structure ofFIG. 1 ; -
FIG. 7 is a perspective view of a second embodiment example of a structure for making beams, according to the present invention; - FIG. 7′ is a perspective view of a structure for making beams, according to the present invention, of the type of
FIG. 7 ; -
FIG. 8 is a perspective view of another structure for making beams, according to the present invention, of the type ofFIG. 7 ; -
FIG. 9 shows an element of the structure ofFIG. 7 ; -
FIG. 10 shows an element of the structure of FIG. 7′; -
FIG. 11 is a perspective view of a third example of a structure for making beams, according to the present invention; -
FIG. 12 is a raised view of a fourth example of a structure for making beams, according to the present invention. - With reference to
FIGS. 1 , 8, 11 and 12, four embodiment examples of structures for making beams according to the present invention, are indicated as a whole by 10, 10′, 10″ and 10′″. - According to the invention, the
structures lower mesh element 11 and anupper mesh element 12. - Other integration meshes can be added to the
lower mesh 11 andupper mesh 12, to be positioned directly resting on themeshes - These
meshes FIG. 2 , can have different geometries, and/or have a mesh, rectangular for example, which does not necessarily have a coinciding pitch. - These at least two
mesh elements - These connecting means, as shown, for example, in the first embodiment of
FIG. 1 , include at least two “L”-shapedside connecting groups mesh elements - The presence of at least one central connecting
group side connecting elements - Various structures are defined for the production of the beams, according to the invention, in relation to the variations in the different embodiments of the central connecting
groups - A first structure for the production of
beams 10 is shown inFIG. 1 and comprises at least one central “U”-shaped connectinggroup 13 situated between themeshes side connecting elements - The
structure 10 can also include, laterally with respect to the central “U”-shaped connectinggroup 13, as shown inFIG. 1 , two central inverted “U”-shaped connectinggroups 13′, situated between the at least twoside connecting elements - Each central inverted “U”-shaped connecting
group 13′ comprises a plurality of inverted “U”-shaped elements 13′ situated one after another, parallel and spaced apart. - These inverted “U”-
shaped elements 13′ are joined to each other by at least one longitudinal rod along the lower sides, in correspondence with thelower mesh 11. - In particular, said inverted “U”-shaped central connecting
group 13′ can be alternative to the central “U”-shaped connectinggroup 13, as shown in the embodiment ofFIG. 11 . - The structure is completed by the installation of
strut elements 60 laterally interposed directly between the twomesh elements - In particular, as can be seen in
FIG. 4 , the at least one central “U”-shaped connectinggroup 13, comprises a plurality of “U”-shaped elements 13 situated parallel to each other, one after another and spaced apart. - These “U”-
shaped elements 13 are joined to each other by means of at least onelower bar group 13. - In particular, once the above
lower bar shaped elements 13, the same 23, 23′ joins the lower sides of the “U”-shaped elements 13 to each other, in correspondence with thelower mesh 11. - The at least two “L”-shaped side connection groups, 14 and 14′, each comprises, as shown in
FIG. 2 , a plurality of “L”-shaped elements - As can be seen in
FIG. 1 , the lower sides of said “L”-shaped elements lower mesh 11 and directed towards the inside of thestructure - In particular, the above-mentioned “L”-
shaped elements lower bar lower mesh 11 and/or by aside bar mesh elements - With the elements described so far, it is possible to produce two
different structures FIGS. 1 and 11 respectively. - These
structures meshes side connection groups 14, arranged in series on one side of themeshes side connection groups 14′, in series, in a specular position with respect to theprevious groups 14, andcentral connection groups side connection groups - The
elements - In particular, said
beams - If there are any particular structural requirements, for example in correspondence with the pillars, the beam structure of the present invention can also include at least one element suitable for absorbing the punching stress caused by a concentrated load.
- These elements can include a plurality of inverted “Ω”-
shaped elements structure 10′″, as shown inFIGS. 7 , 7′, 8. - As can be seen in
FIG. 9 , these inverted “Ω”-shaped elements 15, are joined to each other by at least onelower bar lower mesh 11 and by at least oneupper bar upper mesh 12. - Analogously, as shown in
FIG. 10 , the inverted “Ω”-shaped elements 16, are joined to each other by alower bar lower mesh 11 and by at least oneupper bar upper net 12. - Finally, in another embodiment shown in
FIG. 12 , thestructure 10″ can include at least twobracket elements 70 arranged in front of each other between the “L”-shaped elements bracket elements 70 extend from thelower mesh 11 beyond theupper mesh 12. - In this case, in order to produce a structure for “T”-shaped beams, a second
upper mesh 12′ is envisaged for connecting the upper ends of thebracket elements 70 situated in front of each other. - Also in this case,
strut elements 60 are envisaged, vertically arranged and tiltedstruts 80, positioned between thebracket elements 70. - The assembly method of a
structure -
- a. laying the
side connection elements - b. coupling the
lower mesh 11 to theside connection elements - c. coupling the
central connection group lower mesh 11; - d. laying the
upper mesh 12 on theside connection elements central connection group - e. coupling the
opposing strut elements upper meshes
- a. laying the
- If a
beam 10 is produced, as shown inFIG. 1 , the coupling phase of thecentral connection group lower mesh 11 comprises the phase of coupling a plurality of “U”-shaped elements 13 to thelower mesh 11, as described above. - Alternatively, in order to produce a
beam 10′, as shown inFIG. 11 , the above plurality of “U”-shaped elements 13 can be replaced by the plurality of inverted “U”-shaped elements 13′. - If there are particular punctual loads, the coupling phase of the
central connection group lower mesh 11, comprises the phase of coupling a plurality of elements inverted “Ω”-shaped 15, 16 to thelower mesh 11. - Finally, in the embodiment of “T”-shaped beams, as shown in
FIG. 12 , the method also comprises the following phases: - a)
coupling brackets 70 with thelower mesh 11, saidbrackets 70 extending beyond theupper mesh 12; - b) positioning a
top mesh 12′ above thebrackets 70; - c) positioning
strut elements 80 in an inclined position between thebrackets 70 and coupling them to themeshes - From the above description and with reference to the figures, it is evident that a structure for the production of beams and the assembly method of said structure according to the invention are particularly useful and advantageous.
- The structure for the production of beams, object of the present invention, in fact, allows a time saving in the assembly and a smaller quantity of material in view of the fact that the mesh can be assembled in the factory and/or directly in the construction site with the sole coupling of pre-shaped elements which can be positioned in points obtained by a static calculation.
- Finally, it should be pointed out that what is described in the text and drawings represents a portion or module of the beam of a certain length.
- The system, in fact, envisages that, by the superimposition, if necessary, or juxtaposition of all the elements, except the
struts - In other words, the system described is completely modular.
- The objective indicated in the preamble of the description has therefore been achieved.
- The forms of the structure for the production of beams of the invention, as also the materials and assembly procedures, can naturally differ from those shown for purely illustrative and non-limiting purposes in the drawings.
- The protection scope of the invention is therefore delimited by the enclosed claims.
Claims (15)
1. A structure (10, 10′, 10″, 10′″) for making beams comprising a lower mesh element (11) and an upper mesh element (12), said two mesh elements (11, 12) being arranged parallel to one another, spaced apart and connected by at least two L-shaped side connection groups (14, 14′) arranged along opposite sides of said two mesh elements (11, 12) and by at least one central connection group (13, 13′, 70, 15, 16) arranged between said at least two side connection groups (14, 14′)
characterized in that
said structure (10, 10′, 10″, 10′″) further comprises counteraction struts (60, 80), interposed between the two mesh elements (11,12).
2. Structure (10, 10′, 10″, 10′″) according to claim 1 , characterized in that said at least one central connection group (13) comprises a plurality of U-shaped elements (13) one after the other parallel to one another and spaced apart, said U-shaped elements (13) being joined together by at least one lower rod (23, 23′) along the lower sides at said lower mesh (11).
3. Structure (10, 10′, 10″, 10′″) according to claim 1 , characterized in that said at least one central connection group (13′) comprises a plurality of inverted U-shaped elements (13′) one after the other parallel to one another and spaced apart, said inverted U-shaped elements (13′) being joined together by at least one lower rod along the lower sides at said lower mesh (11).
4. Structure (10, 10′, 10″, 10′″) according to claim 1 , characterized in that said L-shaped side connection groups (14, 14′) each comprise a plurality of L-shaped elements (14, 14′) one after the other parallel to one another and spaced apart and equipped with lower sides at said lower mesh (11) pointing towards the inside of said structure (10, 10′, 10″, 10′″), said L-shaped elements (14, 14′) being joined together by at least one lower rod (24, 25, 24′, 25′) along the lower sides at said lower mesh (11).
5. Structure (10, 10′, 10″, 10′″) according to claim 4 , characterized in that said L-shaped side connection groups (14, 14′) also comprise a side connection rod (26, 26′) of said L-shaped elements (14, 14′) along the lateral sides between said at least two mesh elements (11, 12).
6. Structure (10, 10′, 10″, 10′″) according to claim 1 , characterized in that said at least one central connection group (15) comprises a plurality of inverted Ω-shaped elements arranged longitudinally.
7. Structure (10, 10′, 10″, 10′″) according to claim 6 , characterized in that said inverted Ω-shaped elements (15) are joined together by at least one lower rod (25, 25′) at said lower mesh (11) and by at least one upper rod (26, 26′) at said upper mesh (12).
8. Structure (10, 10′, 10″, 10′″) according to claim 1 , characterized in that it comprises at least one central connection group (16) comprising a plurality of inverted Ω-shaped elements arranged transversally.
9. Structure (10, 10′, 10″, 10′″) according to claim 8 , characterized in that said inverted Ω-shaped elements (16) are joined together by at least one lower rod (27, 27′) at said lower mesh (11) and by at least one upper rod (28, 28′) at said upper mesh (12).
10. Structure (10, 10′, 10″, 10′″) according to claim 1 , characterized in that it comprises at least two bracket elements (70) arranged one in front of the other between said L-shaped elements (14, 14′), said bracket elements (70) extending from said lower mesh (11) beyond said upper mesh (12) up to a second upper mesh (12′), said brackets (70) being arranged one in front of the other to make a structure for T-beams, with inclined struts (80) being foreseen between said brackets (70).
11. Method for assembling a structure (10, 10′, 10″, 10′″) for making beams according to claim 1 , characterized in that it comprises the following assembly steps:
a) positioning said at least two side connection elements (14, 14′);
b) coupling said lower mesh (11) with said side connection elements (14, 14′);
c) coupling said central connection group (13, 13′, 70, 15, 16) with said lower mesh (11);
d) fitting said upper mesh (12) onto said at least two side connection elements (14, 14′) and onto said central connection group (13, 13′, 70, 15, 16);
e) coupling said counteraction strut elements (60, 80) with said lower and upper meshes (11, 12).
12. Method according to claim 11 , characterized in that said step of coupling said central connection group (13, 13′, 70, 15, 16) with said lower mesh (11) comprises the step of coupling a plurality of U-shaped elements (13) with said lower mesh (11).
13. Method according to claim 11 , characterized in that said step of coupling said central connection group (13, 13′, 70, 15, 16) with said lower mesh (11) comprises the step of coupling a plurality of inverted U-shaped elements (13′) with said lower mesh (11).
14. Method according to claim 11 , characterized in that said step of coupling said central connection group (13, 13′, 70, 15, 16) with said lower mesh (11) comprises the step of coupling a plurality of inverted Ω-shaped elements (15, 16) with said lower mesh (11).
15. Method according to claim 11 , characterized in that it also comprises the assembly steps of:
a) coupling brackets (70) with the lower mesh (11), said brackets (70) extending beyond said upper mesh (12);
b) fitting a top mesh (12′) above said brackets (70);
c) positioning strut elements (80) in inclined position between said brackets (70) and coupling them with said meshes (11, 12′).
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITMI2009A000761 | 2009-05-05 | ||
ITMI2009A000761A IT1393961B1 (en) | 2009-05-05 | 2009-05-05 | STRUCTURE FOR THE REALIZATION OF ARMORING CAGES FOR BEAMS AND ASSEMBLY METHOD OF THIS STRUCTURE |
PCT/EP2010/002615 WO2010127799A1 (en) | 2009-05-05 | 2010-04-21 | Structure for the production of armatures for beams and assembly method of said structure |
Publications (1)
Publication Number | Publication Date |
---|---|
US20120090262A1 true US20120090262A1 (en) | 2012-04-19 |
Family
ID=41351709
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US13/318,744 Abandoned US20120090262A1 (en) | 2009-05-05 | 2010-04-21 | Structure for the production of armatures for beams and assembly method of said structure |
Country Status (5)
Country | Link |
---|---|
US (1) | US20120090262A1 (en) |
EP (1) | EP2427606A1 (en) |
CA (1) | CA2761113A1 (en) |
IT (1) | IT1393961B1 (en) |
WO (1) | WO2010127799A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8752347B2 (en) * | 2009-04-03 | 2014-06-17 | F.J. Aschwanden Ag | Reinforcement element for absorbing forces of concrete slabs in the area of support elements |
JP2017078254A (en) * | 2015-10-19 | 2017-04-27 | 育弘 松崎 | Double reinforcing bar arrangement structure of reinforced concrete base beam |
US20190078314A1 (en) * | 2017-09-11 | 2019-03-14 | Ruentex Engineering & Construction Co., Ltd. | Method for forming a plurality of beams connected in series |
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FR2809430A1 (en) * | 2000-05-26 | 2001-11-30 | Desquenne & Giral | Formwork and facing framework, for forming concrete wall, comprises ladder structure and canvas support and spacers which separate structure from canvas |
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2009
- 2009-05-05 IT ITMI2009A000761A patent/IT1393961B1/en active
-
2010
- 2010-04-21 EP EP10717555A patent/EP2427606A1/en not_active Withdrawn
- 2010-04-21 WO PCT/EP2010/002615 patent/WO2010127799A1/en active Application Filing
- 2010-04-21 CA CA2761113A patent/CA2761113A1/en not_active Abandoned
- 2010-04-21 US US13/318,744 patent/US20120090262A1/en not_active Abandoned
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US8122662B2 (en) * | 2002-10-30 | 2012-02-28 | Met-Rock, Llc | Low-cost, energy-efficient building panel assemblies comprised of load and non-load bearing substituent panels |
US8291676B2 (en) * | 2005-12-07 | 2012-10-23 | Kh Housing Solutions Co., Ltd. | Mold-concrete composite crossbeam and construction method using the same |
Cited By (4)
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US8752347B2 (en) * | 2009-04-03 | 2014-06-17 | F.J. Aschwanden Ag | Reinforcement element for absorbing forces of concrete slabs in the area of support elements |
JP2017078254A (en) * | 2015-10-19 | 2017-04-27 | 育弘 松崎 | Double reinforcing bar arrangement structure of reinforced concrete base beam |
US20190078314A1 (en) * | 2017-09-11 | 2019-03-14 | Ruentex Engineering & Construction Co., Ltd. | Method for forming a plurality of beams connected in series |
US10808393B2 (en) * | 2017-09-11 | 2020-10-20 | Ruentex Construction & Engineering Co., Ltd. | Method for forming a plurality of beams connected in series |
Also Published As
Publication number | Publication date |
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EP2427606A1 (en) | 2012-03-14 |
ITMI20090761A1 (en) | 2010-11-06 |
WO2010127799A1 (en) | 2010-11-11 |
CA2761113A1 (en) | 2010-11-11 |
WO2010127799A8 (en) | 2011-11-24 |
IT1393961B1 (en) | 2012-05-17 |
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