CN218933504U - Assembled shear wall - Google Patents
Assembled shear wall Download PDFInfo
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- CN218933504U CN218933504U CN202222750631.8U CN202222750631U CN218933504U CN 218933504 U CN218933504 U CN 218933504U CN 202222750631 U CN202222750631 U CN 202222750631U CN 218933504 U CN218933504 U CN 218933504U
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- shear wall
- template
- reinforcement cage
- wall reinforcement
- connecting piece
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Abstract
The utility model discloses an assembled shear wall and a forming die, which comprises a shear wall reinforcement cage, a connecting assembly and a die plate assembly, wherein the connecting assembly comprises a plurality of first connecting pieces, each first connecting piece extends along the thickness direction of the shear wall reinforcement cage and is installed on the shear wall reinforcement cage in a mode that one end is exposed, the die plate assembly comprises a first die plate arranged on one of two sides of the shear wall reinforcement cage in the thickness direction and a second die plate arranged on the other side of the shear wall reinforcement cage in the thickness direction, one exposed end of each first connecting piece is embedded in the second die plate, one surface of the first die plate, facing the shear wall reinforcement cage, is embedded with a second connecting piece, and the second connecting piece penetrates through the shear wall reinforcement cage in the thickness direction of the shear wall reinforcement cage and is fixedly connected with the second die plate.
Description
Technical Field
The utility model relates to the technical field of shear walls, in particular to an assembled shear wall.
Background
Shear walls (shear wall) are also known as wind or shock resistant walls and structural walls. Templates in houses or structures mainly bear horizontal and vertical loads caused by wind loads or earthquake actions.
The traditional shear wall consists of a shear wall reinforcement cage and templates arranged on two sides of the shear wall reinforcement cage; when the shear wall is spliced, the reinforcement cage of the shear wall is required to be bundled in advance, then a first template of the shear wall is poured, after the first template is poured, an upper second connecting piece of the reinforcement cage of the shear wall is buried in the first template, the first template is solidified and formed, then the reinforcement cage of the shear wall connected with the first template is lifted and rotated so that the first template faces upwards, then the second template is poured, after the second template is poured, the lifted reinforcement cage of the shear wall moves downwards, the second connecting piece on the reinforcement cage of the shear wall is immersed in the second template, the second template is solidified and formed, the splicing of the shear wall is completed, and in the process, the pouring solidification of the first template and the second template is required to be waited, and the working hours are long.
Disclosure of Invention
In order to overcome the defects of the prior art, the utility model aims to provide an assembled shear wall, which is short in labor hour consumption.
The utility model adopts the following technical scheme:
an assembled shear wall, comprising
Shear wall reinforcement cage;
the connecting assembly comprises a plurality of first connecting pieces, wherein each first connecting piece extends along the thickness direction of the shear wall reinforcement cage and is arranged on the shear wall reinforcement cage in a manner that one end is exposed;
the template assembly comprises a first template arranged on one of two sides of the shear wall reinforcement cage in the thickness direction and a second template arranged on the other side of the shear wall reinforcement cage in the thickness direction, wherein one exposed end of the first connecting piece is embedded in the second template, the first template faces to one side of the shear wall reinforcement cage, the second connecting piece is embedded in the first template, and the second connecting piece penetrates through the shear wall reinforcement cage in the thickness direction of the shear wall reinforcement cage and is fixedly connected with the second template.
Further, the part of the first connecting piece, which is embedded in the second template, transversely extends out of the cross rod.
Further, a first limiting ring is sleeved on the cross rod.
Further, the connecting assembly further comprises a plurality of supporting pieces, the supporting pieces are arranged between the shear wall reinforcement cage and the second template, one end of each supporting piece is clamped and fixed with the shear wall reinforcement cage, and the other end of each supporting piece is embedded into the second template.
Further, each first connecting piece and each supporting piece are uniformly arranged along the length and width directions of the shear wall reinforcement cage.
Further, the second connecting piece includes two parallel arrangement's tie-beam and install respectively two crossbeams on the tie-beam, two tie-beam one end is pre-buried in the first template, and the other end is followed shear wall framework of reinforcement's thickness direction runs through the shear wall framework of reinforcement is embedded in the second template, in order to be suitable for with first template and second template link as an organic whole, the crossbeam sets up connect Liang Mairu one end in the second template and set up in opposite directions.
Further, a plurality of mounting holes are formed in the first template, and the mounting holes are uniformly distributed along the length direction and the width direction of the first template.
Further, the first connecting piece is welded or bundled and fixed with the shear wall reinforcement cage.
Further, the shear wall reinforcement cage is flat.
Further, the first template and the second template are integrally formed or formed by splicing a plurality of template units.
Compared with the prior art, the utility model has the beneficial effects that:
when the formwork shear wall is formed, only the second formwork is cast-in-situ, the first formwork can be prefabricated in advance, the shear wall reinforcement cage and the first formwork are placed in sequence in the casting forming process of the second formwork, the first connecting piece on the shear wall reinforcement cage is buried in the second formwork, meanwhile, the second connecting piece on the first formwork penetrates through the shear wall reinforcement cage and is buried in the second formwork, so that after the second formwork is formed, the first formwork, the second formwork and the shear wall reinforcement cage are connected into a whole, the second formwork does not need to be turned over after being formed, only needs to stay on a station to wait for other formworks to be hoisted and then be connected with the second formwork, and the use of engineering mechanical equipment is reduced in such a way, in particular, the turning over device is not needed to be used for turning over the cast-in-situ formwork, and the cost is saved.
Drawings
FIG. 1 is a schematic view of an assembled shear wall according to the present utility model;
FIG. 2 is an assembled schematic view of an assembled shear wall according to the present utility model;
FIG. 3 is an enlarged view at A in FIG. 2;
the diagram is: 10. a shear wall; 101. a first template; 102. shear wall reinforcement cage; 103. a second template; 104. a second connector; 105. a first connector; 107. and a support.
Detailed Description
The present utility model will be further described with reference to the accompanying drawings and detailed description, wherein it is to be understood that, on the premise of no conflict, the following embodiments or technical features may be arbitrarily combined to form new embodiments.
In the description of the present utility model, it should be understood that the terms "upper," "lower," "front," "rear," "left," "right," "top," "bottom," "inner," "outer," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the present utility model and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
As shown in fig. 1 to 3, the utility model provides an assembled shear wall, which comprises a connecting assembly, wherein the connecting assembly comprises a plurality of first connecting pieces 105, and each first connecting piece 105 extends along the thickness direction of a shear wall reinforcement cage 102 and is installed on the shear wall reinforcement cage 102 in a mode that one end is exposed;
the template assembly comprises a first template 101 arranged on one of two sides of the shear wall reinforcement cage 102 in the thickness direction and a second template 103 arranged on the other side of the shear wall reinforcement cage 102 in the thickness direction, wherein one exposed end of a first connecting piece 105 is embedded in the second template 103, a second connecting piece 104 is embedded on one side of the first template 101, which faces the shear wall reinforcement cage 102, and the second connecting piece 104 penetrates through the shear wall reinforcement cage 102 in the thickness direction of the shear wall reinforcement cage 102 and is fixedly connected with the second template 103.
When the shear wall 10 is formed, a first template 101 is required to be poured firstly, specifically, concrete is poured into a template forming die firstly during pouring, a second connecting piece 104 is buried, and the first template 101 is formed after the concrete is solidified; then, pouring a second template 103, pouring concrete into a template forming die during pouring, hoisting the shear wall reinforcement cage 102 into the template forming die, enabling a first connecting piece 105 on the shear wall reinforcement cage 102 to be partially immersed into the second template 103, placing the first template 101 above the shear wall reinforcement cage 102, enabling a second connecting piece 104 to penetrate through the shear wall reinforcement cage 102 along the thickness direction of the shear wall reinforcement cage 102, immersing into a primary blank of the second template 103, and forming the second template 103 after the concrete in the primary blank of the second template 103 is solidified and formed, wherein at the moment, the shear wall reinforcement cage 102 and the second template 103 are connected with the first template 101 into a whole to form the shear wall 10.
Compared with the traditional shear wall 10, when the shear wall is formed, the first wall surface and the second template 103 are required to be poured after the shear wall reinforcement cage 102 is formed, in the utility model, the first template 101 is formed in a preparation step, so that the pouring of the first template 101 can be synchronously completed when the shear wall reinforcement cage 102 is bundled, the whole process time is shortened, the second connecting piece 104 is buried in the first template 101, and the first template 101 and the second template 103 can be connected through the second connecting piece 104 when the second template 103 is poured, so that the shear wall 10 is spliced.
Meanwhile, in order to improve the connection stability between the first connecting piece 105 and the second template 103, the cross bar is laterally extended from the portion of the first connecting piece 105 embedded in the second template 103, so as to increase the contact area between the first connecting piece 105 and the second template 103, thereby making the connection between the first connecting piece 105 and the second template 103 more firm.
In order to avoid the cross bar protruding out of the second template 103, in this embodiment, a first limiting ring is further sleeved on the cross bar, and the cross bar is contacted with the bottom of the second template 103 forming mold when the cross bar is embedded into the second template 103 through the first limiting ring, so as to limit the cross bar to continuously sink and protrude out of the second template 103.
Therefore, in this embodiment, the connection assembly further includes a plurality of supporting members 107, a plurality of supporting members 107 are disposed between the shear wall reinforcement cage 102 and the second formwork 103, and one end of each supporting member 107 is clamped and fixed with the shear wall reinforcement cage 102, and the other end is embedded in the second formwork 103.
In this embodiment, the first connectors 105 and the supporting members 107 are uniformly arranged along the length and width directions of the shear wall reinforcement cage 102.
In order to enhance the connection stability between the second connecting piece 104 and the second formwork 103, in this embodiment, the second connecting piece 104 includes two parallel connecting beams and two cross beams respectively mounted on the two connecting beams, one ends of the two connecting beams are embedded in the first formwork 101, the other ends of the two connecting beams penetrate through the shear wall reinforcement cage 102 along the thickness direction of the shear wall reinforcement cage 102 and are embedded in the second formwork 103, so as to be suitable for connecting the first formwork 101 and the second formwork 103 into a whole, the cross beams are disposed at one end of the connecting beams embedded in the second formwork 103 and are disposed opposite to each other, the disposed cross beams can increase the contact area between the second connecting piece 104 and the second formwork 103, so that the connection between the second connecting piece 104 and the second formwork 103 is firmer, and the cross beams are disposed at opposite sides of the two connecting beams, so that when the second formwork 103 moves horizontally, the stress directions applied on the two connecting beams are opposite to each other, and the movement amplitude of the second formwork 103 relative to the first formwork 101 is reduced.
Meanwhile, in order to avoid the beam protruding out of the second template 103, a second limiting ring is sleeved on the beam in the embodiment, and the second limiting ring can be abutted against the bottom of the die after being immersed into the second template 103, so that the beam is limited from moving downwards continuously.
In this embodiment, a plurality of mounting holes are formed in the first template 101 to facilitate the later hoisting process, and in order to make the first template 101 uniformly stressed, a plurality of mounting holes are uniformly arranged along the length direction and the width direction of the first template 101.
Preferably, to improve structural stability, the first connector 105 is welded or tied to the shear wall reinforcement cage 102 in this embodiment.
Preferably, the first template 101 and the second template 103 are integrally formed or formed by splicing a plurality of template units, and if the first template 101 and the second template 103 are formed by splicing a plurality of template units, the splicing seams of the adjacent template units can be smoothed by mortar.
The above embodiments are only preferred embodiments of the present utility model, and the scope of the present utility model is not limited thereto, but any insubstantial changes and substitutions made by those skilled in the art on the basis of the present utility model are intended to be within the scope of the present utility model as claimed.
Claims (10)
1. An assembled shear wall, which is characterized in that: comprising
A shear wall reinforcement cage (102);
the connecting assembly comprises a plurality of first connecting pieces (105), wherein each first connecting piece (105) extends along the thickness direction of the shear wall reinforcement cage (102) and is installed on the shear wall reinforcement cage (102) in a mode that one end is exposed;
the template assembly comprises a first template (101) arranged on one of two sides of the shear wall reinforcement framework (102) in the thickness direction and a second template (103) arranged on the other side of the shear wall reinforcement framework (102) in the thickness direction, wherein one exposed end of the first connecting piece (105) is embedded in the second template (103), a second connecting piece (104) is embedded in one side of the first template (101) towards the shear wall reinforcement framework (102), and the second connecting piece (104) penetrates through the shear wall reinforcement framework (102) in the thickness direction of the shear wall reinforcement framework (102) and is fixedly connected with the second template (103).
2. The assembled shear wall of claim 1, wherein: the part of the first connecting piece (105) pre-buried in the second template (103) transversely extends out of the cross rod.
3. A spliced shear wall according to claim 2, wherein: the cross rod is sleeved with a first limiting ring.
4. The assembled shear wall of claim 1, wherein: the connecting assembly further comprises a plurality of supporting pieces (107), the supporting pieces (107) are arranged between the shear wall reinforcement cage (102) and the second template (103), one end of each supporting piece (107) is clamped and fixed with the shear wall reinforcement cage (102), and the other end of each supporting piece is embedded into the second template (103).
5. The assembled shear wall of claim 4, wherein: each first connecting piece (105) and each supporting piece (107) are uniformly arranged along the length and width directions of the shear wall reinforcement cage (102).
6. The assembled shear wall of claim 1, wherein: the second connecting piece (104) comprises two connecting beams which are arranged in parallel and two cross beams which are respectively arranged on the two connecting beams, one end of each connecting beam is embedded in the first template (101), the other end of each connecting beam penetrates through the shear wall reinforcement cage (102) in the thickness direction of the shear wall reinforcement cage (102) and is embedded in the second template (103), the connecting beams are suitable for connecting the first template (101) and the second template (103) into a whole, and the cross beams are arranged at one ends in the second template (103) of the connecting Liang Mairu and are arranged in opposite directions.
7. The assembled shear wall of claim 1, wherein: a plurality of mounting holes are formed in the first template (101), and the mounting holes are uniformly distributed along the length direction and the width direction of the first template (101).
8. The assembled shear wall of claim 1, wherein: the first connecting piece (105) is welded or bundled and fixed with the shear wall reinforcement cage (102).
9. The assembled shear wall of claim 1, wherein: the shear wall reinforcement cage (102) is in a flat plate shape.
10. The assembled shear wall of claim 1, wherein: the first template and the second template are integrally formed or formed by splicing a plurality of template units.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222750631.8U CN218933504U (en) | 2022-10-18 | 2022-10-18 | Assembled shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222750631.8U CN218933504U (en) | 2022-10-18 | 2022-10-18 | Assembled shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218933504U true CN218933504U (en) | 2023-04-28 |
Family
ID=86061304
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222750631.8U Active CN218933504U (en) | 2022-10-18 | 2022-10-18 | Assembled shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218933504U (en) |
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2022
- 2022-10-18 CN CN202222750631.8U patent/CN218933504U/en active Active
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