CN213174435U - Assembled is combination box mould for superstructure - Google Patents
Assembled is combination box mould for superstructure Download PDFInfo
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- CN213174435U CN213174435U CN202021320562.1U CN202021320562U CN213174435U CN 213174435 U CN213174435 U CN 213174435U CN 202021320562 U CN202021320562 U CN 202021320562U CN 213174435 U CN213174435 U CN 213174435U
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Abstract
The utility model belongs to the technical field of the building is used, specifically disclose an assembled is combination box mould for superstructure, including a plurality of concrete bottom plate, and set up the overhanging reinforcing bar of concrete bottom plate on a plurality of concrete bottom plate, and set up the prefabricated lateral wall section of thick bamboo on a plurality of concrete bottom plate respectively, and set up the concrete roof on prefabricated lateral wall section of thick bamboo respectively, and set up the overhanging reinforcing bar of concrete roof on the concrete roof respectively, and with the overhanging reinforcing bar of adjacent face concrete bottom plate, the ligature rib roof beam reinforcing bar that the overhanging reinforcing bar fastening of concrete roof is connected, and set up the prefabricated bottom plate board that just is connected with adjacent concrete bottom plate between adjacent a plurality of concrete bottom plate. The beneficial effects of the utility model reside in that: 1. the structure is reasonable in design and high in strength, and can directly replace a template; 2. the reinforced concrete is fully utilized by optimizing the shape design, so that the template is saved, the manufacturing cost is reduced, and the using function of the building is improved; 3. the method meets the aim of green energy conservation of the current assembly type building.
Description
Technical Field
The utility model belongs to the technical field of the building is used, concretely relates to assembled is combination box mould for superstructure.
Background
At present, the country calls for green low-carbon development of the building construction industry and popularizes the assembly type building, wherein two important indexes are the factory prefabrication rate of building components and the template-free rate of site operation.
The existing building industry widely uses bamboo wood and aluminum plastic building templates to build ribbed floors or hollow floors, the templates generally have the problems of limited turnover times, low recycling value and the like, particularly the turnover times of the bamboo wood templates and the aluminum plastic templates are generally not more than 10 times, so that a large amount of resource consumption and waste are caused, secondary pollution is easily caused in the recycling process, and the environmental impact is large.
Therefore, based on the above problem, the utility model provides an assembled is combination box mould for superstructure.
SUMMERY OF THE UTILITY MODEL
Utility model purpose: the utility model aims at providing an assembled is combination box mould for superstructure, its structural design is reasonable, and the template quantity that can solve prior art existence is big, extravagant serious problem.
The technical scheme is as follows: the utility model discloses an assembled is combination box mould for superstructure, including a plurality of concrete bottom plate, and set up the overhanging reinforcing bar of concrete bottom plate on a plurality of concrete bottom plate, and set up the prefabricated lateral wall section of thick bamboo on a plurality of concrete bottom plate respectively, and set up the concrete roof on prefabricated lateral wall section of thick bamboo respectively, and set up the overhanging reinforcing bar of concrete roof on the concrete roof respectively, and with the overhanging reinforcing bar of adjacent face concrete bottom plate, the ligature rib roof beam reinforcing bar of the overhanging reinforcing bar fastening connection of concrete roof, and set up the prefabricated bottom plate that just is connected with adjacent concrete bottom plate between adjacent a plurality of concrete bottom plate.
This technical scheme, assembled is combination box mould for superstructure still including pouring in adjacent concrete bottom plate, prefabricated lateral wall section of thick bamboo, the concrete roof constitutes the cavity and with concrete bottom plate overhanging reinforcing bar, concrete roof overhanging reinforcing bar, ligature rib roof reinforcing bar cooperation use reinforced concrete rib roof beam, wherein, concrete bottom plate overhanging reinforcing bar, concrete roof overhanging reinforcing bar, ligature rib roof beam reinforcing bar pour in reinforced concrete rib roof beam.
According to the technical scheme, the prefabricated bottom supporting plate is of a strip-shaped T-shaped structure.
This technical scheme, assembled is combination box mould for superstructure, including setting up respectively on prefabricated bottom layer board, concrete bottom plate and the spacing recess of bar, the spacing flange of bar that cooperatees and use, wherein, concrete bottom plate, the spacing flange of bar are integrated into one piece's pouring structure.
According to the technical scheme, the strip-shaped limiting groove is of a right-angle horizontal structure.
According to the technical scheme, the width dimension a of the strip-shaped limiting convex plate is larger than the width dimension of the right-angle side b of the strip-shaped limiting groove.
Compared with the prior art, the utility model discloses an assembled is combination box mould for superstructure's beneficial effect lies in: 1. the structure is reasonable in design and high in strength, and can directly replace a template-free plate; 2. the reinforced concrete is fully utilized by optimizing the shape design, so that the template is saved, the manufacturing cost is reduced, and the using function of the building is improved; 3. the method meets the aim of green energy conservation of the current assembly type building.
Drawings
Fig. 1 is a schematic view of a vertical structure of a combined box mold for an assembled floor of the utility model;
FIG. 2 is a schematic sectional view of the assembled floor mold of the present invention;
FIG. 3 is a schematic view of a sectional structure of a part of a assembled floor box mold according to the present invention;
FIG. 4 is a schematic view of a forward structure of a prefabricated bottom plate of the assembled floor box mold of the present invention;
FIG. 5 is the utility model discloses a prefabricated collet plate left side of assembled for superstructure combination box mould looks structural schematic diagram
Fig. 6 is the utility model discloses a prefabricated bottom plate of combination box mould for assembled superstructure overlooks the structural schematic diagram.
Detailed Description
The invention will be further elucidated with reference to the drawings and the specific embodiments.
As shown in fig. 1, fig. 3, fig. 4, fig. 5 and fig. 6, the assembled floor system combined box mold comprises a plurality of concrete bottom plates 1, concrete bottom plate overhanging steel bars 1-1 arranged on the plurality of concrete bottom plates 1, prefabricated side wall cylinders 3 respectively arranged on the plurality of concrete bottom plates 1, concrete top plates 4 respectively arranged on the prefabricated side wall cylinders 3, concrete top plate overhanging steel bars 2-1 respectively arranged on the concrete top plates 4, binding rib beam steel bars 3-1 for tightly connecting the concrete bottom plate overhanging steel bars 1-1 and the concrete top plate overhanging steel bars 2-1 on the adjacent surfaces, and prefabricated bottom supporting plates 2 arranged between the adjacent concrete bottom plates 1 and connected with the adjacent concrete bottom plates 1.
Further preferably, the combined box mould for the assembled floor further comprises a reinforced concrete rib beam 5 which is poured in a cavity formed by the adjacent concrete bottom plate 1, the prefabricated bottom supporting plate 2, the prefabricated side wall cylinder 3 and the concrete top plate 4 and is matched with the concrete bottom plate overhanging reinforcing steel bars 1-1, the concrete top plate overhanging reinforcing steel bars 2-1 and the binding rib beam reinforcing steel bars 3-1 for use, wherein the concrete bottom plate overhanging reinforcing steel bars 1-1, the concrete top plate overhanging reinforcing steel bars 2-1 and the binding rib beam reinforcing steel bars 3-1 are poured in the reinforced concrete rib beam 5.
Further preferably, the prefabricated bottom supporting plate 2 is arranged into a strip-shaped T-shaped structure; the combined box mould for the assembled floor comprises a strip-shaped limiting groove 7 and a strip-shaped limiting convex plate 6 which are respectively arranged on the prefabricated bottom supporting plate 2 and the concrete bottom plate 1 and are matched with each other for use, wherein the concrete bottom plate 1 and the strip-shaped limiting convex plate 6 are of an integrally formed pouring structure; and the strip-shaped limiting groove 7 is of a right-angle horizontal structure.
Further preferably, the width dimension a of the strip-shaped limit convex plate 6 is larger than the width dimension b of the right-angle side of the strip-shaped limit groove 7, and when the reinforced concrete rib beam is in practical use, the gap between the connection surfaces of the strip-shaped limit convex plate 6 and the strip-shaped limit groove 7 can be filled with poured reinforced concrete (the reinforced concrete rib beam 5), so that the connection is firm and stable after pouring and forming.
When the combined box mould for the assembled floor system with the structure is used for construction, the concrete bottom plate 1, the prefabricated side wall cylinder 3 and the concrete top plate 4 are combined into the integral bottom plate in a cooperative mode to replace a traditional wood template, rib beam reinforcing steel bars 3-1 are bound in the cavity enclosed together (the concrete bottom plate overhanging reinforcing steel bars 1-1 and the concrete top plate overhanging reinforcing steel bars 2-1 are bound firmly), rib beam concrete is poured, and the rib beam concrete is maintained and demoulded to form a reinforced concrete rib beam 5 (cast-in-situ).
The prefabricated combined box for the floor system of the structure is connected with a concrete prefabricated combined box mould (a concrete bottom plate, a prefabricated side wall cylinder and a concrete top plate) through the prefabricated bottom supporting plate 2 and the reinforced concrete rib beam 5 (cast-in-place) to form a box floor system with integral stress together with the rib beam, so that the purposes of reducing dead weight, saving reinforced concrete, saving templates and improving the using function of the building are achieved.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications can be made without departing from the principle of the present invention, and these modifications should also be regarded as the protection scope of the present invention.
Claims (6)
1. The utility model provides an assembled superstructure is with combination case mould which characterized in that: the concrete bottom plate binding and binding device comprises a plurality of concrete bottom plates (1), concrete bottom plate overhanging reinforcements (1-1) arranged on the plurality of concrete bottom plates (1), prefabricated side wall cylinders (3) respectively arranged on the plurality of concrete bottom plates (1), concrete top plates (4) respectively arranged on the prefabricated side wall cylinders (3), concrete top plate overhanging reinforcements (2-1) respectively arranged on the concrete top plates (4), binding rib beam reinforcements (3-1) for tightly connecting the concrete bottom plate overhanging reinforcements (1-1) on the adjacent sides and the concrete top plate overhanging reinforcements (2-1), and prefabricated bottom supporting plates (2) arranged between the adjacent plurality of concrete bottom plates (1) and connected with the adjacent concrete bottom plates (1).
2. The composite box mould for the assembled floor system as claimed in claim 1, wherein: the assembled floor combined box mold further comprises a reinforced concrete rib beam (5) which is poured in a cavity formed by the adjacent concrete bottom plate (1), the prefabricated bottom supporting plate (2), the prefabricated side wall cylinder (3) and the concrete top plate (4) and is matched with the concrete bottom plate overhanging steel bar (1-1), the concrete top plate overhanging steel bar (2-1) and the binding rib beam steel bar (3-1) for use, wherein the concrete bottom plate overhanging steel bar (1-1), the concrete top plate overhanging steel bar (2-1) and the binding rib beam steel bar (3-1) are poured in the reinforced concrete rib beam (5).
3. The composite box mould for the assembled floor system as claimed in claim 1, wherein: the prefabricated bottom supporting plate (2) is of a strip T-shaped structure.
4. The composite box mould for the assembled floor system as claimed in claim 1, wherein: assembled is combination box mould for superstructure, including setting up respectively on prefabricated bottom bracket board (2), concrete bottom plate (1) and the spacing recess of bar (7), the spacing flange of bar (6) that cooperate and use, wherein, concrete bottom plate (1), the spacing flange of bar (6) are integrated into one piece's pouring structure.
5. The composite box mould for the assembled floor system as claimed in claim 4, wherein: the strip-shaped limiting groove (7) is of a right-angle horizontal structure.
6. The composite box mould for the assembled floor system as claimed in claim 5, wherein: the width dimension a of the strip-shaped limiting convex plate (6) is greater than the width dimension b of the right-angle edge of the strip-shaped limiting groove (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021320562.1U CN213174435U (en) | 2020-07-08 | 2020-07-08 | Assembled is combination box mould for superstructure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021320562.1U CN213174435U (en) | 2020-07-08 | 2020-07-08 | Assembled is combination box mould for superstructure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213174435U true CN213174435U (en) | 2021-05-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021320562.1U Active CN213174435U (en) | 2020-07-08 | 2020-07-08 | Assembled is combination box mould for superstructure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213174435U (en) |
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2020
- 2020-07-08 CN CN202021320562.1U patent/CN213174435U/en active Active
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