CN219451142U - Vertical joint connection structure of prefabricated shear wall - Google Patents
Vertical joint connection structure of prefabricated shear wall Download PDFInfo
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- CN219451142U CN219451142U CN202223041067.9U CN202223041067U CN219451142U CN 219451142 U CN219451142 U CN 219451142U CN 202223041067 U CN202223041067 U CN 202223041067U CN 219451142 U CN219451142 U CN 219451142U
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Abstract
The utility model discloses a vertical joint connecting structure of a prefabricated shear wall, which comprises the following steps: the first shear wall, the second shear wall, first connecting piece, second connecting piece, a plurality of fixing bolts and a plurality of fixation nuts, the one end of first connecting piece is installed in the one end of first shear wall, the one end of second connecting piece is installed in the one end of second shear wall, first connecting piece and second connecting piece pass through a plurality of fixing bolts and a plurality of fixation nuts fixed connection. Through the application of the utility model, the vertical joint connecting structure of the prefabricated shear wall is provided, the fixed connection between the first shear wall and the second shear wall can be completed through the first connecting piece, the second connecting piece, the plurality of fixing bolts and the plurality of fixing nuts, the construction difficulty is reduced, the construction process is simplified, the construction period is shortened, and the components are convenient to detach and replace.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a vertical joint connecting structure of a prefabricated shear wall.
Background
At present, the prefabricated concrete structure is adopted, so that the method not only accords with the large trend of building industrialization and residence industrialization, but also can effectively improve the efficiency of materials in building energy conservation and structural performance and reduce the adverse effects of building rubbish and environment, thereby achieving the sustainable development policies of energy conservation, emission reduction and green construction. However, the vertical joint connection mode of the general prefabricated shear wall structure is formed by reserving reinforcing steel bars on the side face of the prefabricated shear wall, connecting the vertical joint position with longitudinal stress reinforcing steel bars, and then pouring concrete into a formwork through a vertical formwork.
Disclosure of Invention
In view of the above, the present utility model provides a prefabricated shear wall vertical joint connection structure, comprising:
the first shear wall, the second shear wall, the first connecting piece, the second connecting piece, a plurality of fixing bolts and a plurality of fixing nuts;
one end of the first connecting piece is arranged at one end of the first shear wall, one end of the second connecting piece is arranged at one end of the second shear wall, and the first connecting piece and the second connecting piece are fixedly connected through a plurality of fixing bolts and a plurality of fixing nuts;
the first connector includes: the first shear wall comprises a first connecting plate and a second connecting plate, wherein one end of the first connecting plate is arranged at one end of the first shear wall, the other end of the first connecting plate is connected with one end of the second connecting plate, and the first connecting plate and the second connecting plate are arranged in an L shape;
the second connector includes: the third connecting plate and the fourth connecting plate, the one end of third connecting plate install in the one end of second shear force wall, the other end of third connecting plate with the one end of fourth connecting plate is connected, the third connecting plate with the fourth connecting plate is "L" shape setting, the third connecting plate with the fourth connecting plate sets up relatively, the third connecting plate with the fourth connecting plate is through a plurality of fixing bolt and a plurality of fixation nut fixed connection.
The prefabricated shear wall vertical joint connection structure comprises a first connecting plate, a second connecting plate, a third connecting plate and a fourth connecting plate, wherein a plurality of first bolt holes are respectively formed in the first connecting plate, the first bolt holes in the second connecting plate, the first bolt holes in the third connecting plate and the first bolt holes in the fourth connecting plate are oppositely arranged.
The vertical joint connecting structure of the prefabricated shear wall comprises a first shear wall body, a second shear wall body and a first shear wall body, wherein a plurality of second bolt holes are respectively formed in one end of the first shear wall body and one end of the second shear wall body, and the first bolt holes and the second bolt holes are oppositely arranged.
The above-mentioned prefabricated shear force wall perps connection structure, wherein, first connecting piece still includes: the first fixed plate, the one end of first fixed plate with the upside of second connecting plate is connected, first fixed plate with the second connecting plate sets up perpendicularly, first fixed plate with the upper surface fixed connection of second shear force wall.
The above-mentioned prefabricated shear force wall perps connection structure, wherein, the second connecting piece still includes: the second fixed plate, the one end of second fixed plate with the upside of fourth connecting plate is connected, the second fixed plate with the fourth connecting plate sets up perpendicularly, the second fixed plate with the upper surface fixed connection of first shear force wall.
Compared with the prior art, the technical scheme has the following positive effects:
through the application of the utility model, the vertical joint connecting structure of the prefabricated shear wall is provided, the fixed connection between the first shear wall and the second shear wall can be completed through the first connecting piece, the second connecting piece, the plurality of fixing bolts and the plurality of fixing nuts, the construction difficulty is reduced, the construction process is simplified, the construction period is shortened, and the components are convenient to detach and replace.
Drawings
FIG. 1 is an overall schematic view of a precast shear wall riser joint connection structure of the present utility model.
FIG. 2 is a schematic view of a portion of a precast shear wall riser joint connection according to the present utility model.
In the accompanying drawings: 1. a first shear wall; 2. a second shear wall; 3. a first connector; 4. a second connector; 5. a fixing bolt; 6. a fixing nut; 7. a first connection plate; 8. a second connecting plate; 9. a third connecting plate; 10. a fourth connecting plate; 11. a first bolt hole; 12. a second bolt hole; 13. a first fixing plate; 14. and a second fixing plate.
Detailed Description
The utility model is further described below, but is not limited to, with reference to the drawings and detailed description.
The structures, proportions, sizes, etc. shown in the drawings attached hereto are for illustration purposes only and are not intended to limit the scope of the utility model, which is defined by the claims, but rather by the claims. Also, the terms such as "upper," "lower," "left," "right," "middle," and "a" and the like recited in the present specification are merely for descriptive purposes and are not intended to limit the scope of the utility model, but are intended to provide relative positional changes or modifications without materially altering the technical context in which the utility model may be practiced.
As shown in fig. 1 and 2, there is shown a precast shear wall riser connection structure of a preferred embodiment, including: the shear wall comprises a first shear wall 1, a second shear wall 2, a first connecting piece 3, a second connecting piece 4, a plurality of fixing bolts 5 and a plurality of fixing nuts 6.
One end of a first connecting piece 3 is arranged at one end of a first shear wall 1, one end of a second connecting piece 4 is arranged at one end of a second shear wall 2, and the first connecting piece 3 and the second connecting piece 4 are fixedly connected through a plurality of fixing bolts 5 and a plurality of fixing nuts 6; the first connector 3 includes: the first shear wall comprises a first connecting plate 7 and a second connecting plate 8, wherein one end of the first connecting plate 7 is arranged at one end of the first shear wall 1, the other end of the first connecting plate 7 is connected with one end of the second connecting plate 8, and the first connecting plate 7 and the second connecting plate 8 are arranged in an L shape together; the second connector 4 includes: the third connecting plate 9 and the fourth connecting plate 10, one end of the third connecting plate 9 is arranged at one end of the second shear wall 2, the other end of the third connecting plate 9 is connected with one end of the fourth connecting plate 10, the third connecting plate 9 and the fourth connecting plate 10 are jointly arranged in an L shape, the third connecting plate 9 and the fourth connecting plate 10 are oppositely arranged, and the third connecting plate 9 and the fourth connecting plate 10 are fixedly connected through a plurality of fixing bolts 5 and a plurality of fixing nuts 6.
In the actual use process, when the first shear wall 1 and the second shear wall 2 are placed side by side at 180 degrees, the first connecting plate 7 and the second connecting plate 8 in the first connecting piece 3 are respectively opposite to the third connecting plate 9 and the fourth connecting plate 10 in the second connecting piece 4, then the first connecting plate 7 and the third connecting plate 9 are fixedly connected through a plurality of fixing bolts 5 and a plurality of fixing nuts 6, namely, the first connecting plate 7, the second connecting plate 8, the third connecting plate 9 and the fourth connecting plate 10 form a rectangular frame shape which is penetrated up and down, and at the moment, the connection of a vertical seam between the first shear wall 1 and the second shear wall 2 is completed. When the first shear wall 1 and the second shear wall 2 are placed at 90 degrees, the first connecting plate 7 and the second connecting plate 8 in the first connecting piece 3 are respectively opposite to the fourth connecting plate 10 and the third connecting plate 9 in the second connecting piece 4, the second connecting plate 8 and the third connecting plate 9 are clung to each other, then the second connecting plate 8 and the third connecting plate 9 are fixedly connected through a plurality of fixing bolts 5 and a plurality of fixing nuts 6, namely, the first connecting plate 7, the second connecting plate 8, the third connecting plate 9 and the fourth connecting plate 10 form a -shaped frame structure with three-side openings, and at the moment, the connection of vertical joints between the first shear wall 1 and the second shear wall 2 is completed.
The present utility model has the following embodiments based on the above description:
further, a prefabricated shear wall perps connection structure, wherein, a plurality of first bolt holes 11 have been seted up on first connecting plate 7, second connecting plate 8, third connecting plate 9 and the fourth connecting plate 10 respectively, and first bolt hole 11 on the first connecting plate 7, first bolt hole 11 of second connecting plate 8, first bolt hole 11 on third connecting plate 9 and first bolt hole 11 on the fourth connecting plate 10 all set up.
Further, a prefabricated shear wall vertical joint connection structure, wherein, a plurality of second bolt holes 12 have been seted up respectively to the one end of first shear wall 1 and the one end of second shear wall 2, and first bolt hole 11 and second bolt hole 12 set up relatively. Specifically, when the first shear wall 1 and the second shear wall 2 are placed at 90 °, one end of each of the plurality of fixing bolts 5 sequentially passes through the first bolt hole 11 on the third connecting plate 9, the first bolt hole 11 on the second connecting plate 8 and extends into the second bolt hole 12 on one end of the first shear wall 1, and then one end of each of the plurality of fixing bolts 5 sequentially passes through the first bolt hole 11 on the fourth connecting plate 10 and the first bolt hole 11 on the first connecting plate 7 and extends into the second bolt hole 12 on one end of the second shear wall 2, i.e. the first shear wall 1 and the second shear wall 2 are fixedly connected.
Further, a prefabricated shear wall vertical joint connection structure, wherein the first connector 3 further comprises: the first fixed plate 13, the one end of first fixed plate 13 is connected with the upside of second connecting plate 8, and the plane at first fixed plate 13 place and the plane at second connecting plate 8 place perpendicular setting, and first fixed plate 13 is fixed with the upper surface of second shear force wall 2. Specifically, when the first shear wall 1 and the second shear wall 2 are placed at 90 degrees, one end of the first fixing plate 13 is connected with the upper side of the first connecting plate 7, the first fixing plate 13 is fixedly connected with the upper surface of the second shear wall 2, and the first fixing plate 13 enables connection between the first shear wall 1 and the second shear wall 2 to be more stable.
Further, a prefabricated shear wall vertical joint connection structure, wherein the second connector 4 further comprises: the second fixing plate 14, one end of the second fixing plate 14 is connected with the upper side of the fourth connecting plate 10, the plane where the second fixing plate 14 is located is perpendicular to the plane where the fourth connecting plate 10 is located, and the second fixing plate 14 is fixedly connected with the upper surface of the first shear wall 1. Specifically, when the first shear wall 1 and the second shear wall 2 are placed at 90 degrees, one end of the second fixing plate 14 is connected with the upper side of the third connecting plate 9, the second fixing plate 14 is fixedly connected with the upper surface of the first shear wall 1, and the second fixing plate 14 enables connection between the first shear wall 1 and the second shear wall 2 to be more stable.
In a further embodiment of the present utility model, a plurality of first through holes are respectively formed on the upper side of the first connecting plate 7, the upper side of the second connecting plate 8, the upper side of the third connecting plate 9 and the upper side of the fourth connecting plate 10, and a plurality of second through holes are formed on the first fixing plate 13 and the second fixing plate 14, and the first through holes are matched with the second through holes. Specifically, in the actual construction process, the installation positions of the first fixing plate 13 and the second fixing plate 14 are changed according to the placement positions of the first shear wall 1 and the second shear wall 2, specifically, when the first shear wall 1 and the second shear wall 2 are placed side by side at 180 degrees, the first fixing plate 13 is installed on the second connecting plate 8, the second fixing plate 14 is installed on the fourth connecting plate 10, and when the first shear wall 1 and the second shear wall 2 are placed at 90 degrees, the first fixing plate 13 is installed on the first connecting plate 7, and the second fixing plate 14 is installed on the third connecting plate 9, so that the connection between the first shear wall 1 and the second shear wall 2 is more stable.
The foregoing description is only illustrative of the preferred embodiments of the present utility model and is not to be construed as limiting the scope of the utility model, and it will be appreciated by those skilled in the art that equivalent substitutions and obvious variations may be made using the description and illustrations of the present utility model, and are intended to be included within the scope of the present utility model.
Claims (5)
1. A precast shear wall perps connection structure, characterized by comprising:
the first shear wall, the second shear wall, the first connecting piece, the second connecting piece, a plurality of fixing bolts and a plurality of fixing nuts;
one end of the first connecting piece is arranged at one end of the first shear wall, one end of the second connecting piece is arranged at one end of the second shear wall, and the first connecting piece and the second connecting piece are fixedly connected through a plurality of fixing bolts and a plurality of fixing nuts;
the first connector includes: the first shear wall comprises a first connecting plate and a second connecting plate, wherein one end of the first connecting plate is arranged at one end of the first shear wall, the other end of the first connecting plate is connected with one end of the second connecting plate, and the first connecting plate and the second connecting plate are arranged in an L shape;
the second connector includes: the third connecting plate and the fourth connecting plate, the one end of third connecting plate install in the one end of second shear force wall, the other end of third connecting plate with the one end of fourth connecting plate is connected, the third connecting plate with the fourth connecting plate is "L" shape setting, the third connecting plate with the fourth connecting plate sets up relatively, the third connecting plate with the fourth connecting plate is through a plurality of fixing bolt and a plurality of fixation nut fixed connection.
2. The precast shear wall vertical joint connection structure according to claim 1, wherein a plurality of first bolt holes are respectively formed in the first connecting plate, the second connecting plate, the third connecting plate and the fourth connecting plate, and the first bolt holes in the first connecting plate, the first bolt holes in the second connecting plate, the first bolt holes in the third connecting plate and the first bolt holes in the fourth connecting plate are all oppositely arranged.
3. The precast shear wall vertical joint connection structure according to claim 2, wherein a plurality of second bolt holes are respectively formed in one end of the first shear wall and one end of the second shear wall, and the first bolt holes and the second bolt holes are oppositely arranged.
4. The precast shear wall riser connection structure of claim 1, wherein the first connector further comprises: the first fixed plate, the one end of first fixed plate with the upside of second connecting plate is connected, first fixed plate with the second connecting plate sets up perpendicularly, first fixed plate with the upper surface fixed connection of second shear force wall.
5. The precast shear wall riser connection structure of claim 4, wherein the second connector further comprises: the second fixed plate, the one end of second fixed plate with the upside of fourth connecting plate is connected, the second fixed plate with the fourth connecting plate sets up perpendicularly, the second fixed plate with the upper surface fixed connection of first shear force wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223041067.9U CN219451142U (en) | 2022-11-14 | 2022-11-14 | Vertical joint connection structure of prefabricated shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223041067.9U CN219451142U (en) | 2022-11-14 | 2022-11-14 | Vertical joint connection structure of prefabricated shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219451142U true CN219451142U (en) | 2023-08-01 |
Family
ID=87419372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223041067.9U Active CN219451142U (en) | 2022-11-14 | 2022-11-14 | Vertical joint connection structure of prefabricated shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219451142U (en) |
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2022
- 2022-11-14 CN CN202223041067.9U patent/CN219451142U/en active Active
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