Prefabricated shear wall connecting structure

By setting structures such as arc strips, arc grooves and conical grooves on the shear wall, the automatic alignment and multi-directional limit of the shear wall are achieved, which solves the problem of low connection strength in the existing technology, and improves the installation convenience and connection strength of the shear wall.

CN223202533UActive Publication Date: 2025-08-08HUAINAN ZHONGTONG CONSTR ENG CO LTD
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Patent Information

Application Number
CN202422445411.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-10-10
Publication Date
2025-08-08
Estimated Expiration
2034-10-10

AI Technical Summary

Technical Problem

When the existing prefabricated shear wall connecting structure is spliced up and down, the connection strength is not high, resulting in insufficient overall structural strength.

Method used

The design of arc-shaped bars and arc-shaped grooves is adopted, combined with conical grooves, limit nails, threaded rods and fixing bolts, so as to realize automatic alignment and multi-directional limit of the shear wall to improve the connection strength.

Benefits of technology

The installation process of shear walls is simplified, the connection strength and stability between shear walls is improved, and the rigidity of the overall structure is enhanced.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of concrete prefabricated components, in particular to a prefabricated shear wall connecting structure. Comprising a wall body, a plurality of steel bar holes are formed in the wall body, an arc-shaped strip is arranged at the top of the wall body, an arc-shaped groove is formed in the bottom of the wall body, the arc-shaped strip is matched with the arc-shaped groove, and a baffle plate is fixedly connected to the bottom of the wall body. When the shear walls are mounted up and down, the arc-shaped grooves in the wall body at the upper end correspond to the arc-shaped strips at the lower end, and the arc-shaped strips are guided by the conical grooves to move towards the arc-shaped grooves and then enter the arc-shaped grooves, so that manual guide during mounting of the upper shear wall and the lower shear wall is reduced; and then a threaded rod extends into a communicating groove from a connecting groove and penetrates through the arc-shaped strip, and one end of the threaded rod is rotated into a threaded sleeve, so that the two shear walls are limited, through multi-directional limiting, the shear walls are installed more easily, and the installation efficiency of the shear walls is improved. And the connection strength of the connection part of the shear wall is also improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of prefabricated concrete components, in particular to a prefabricated shear wall connection structure. Background Art

[0002] With the development of modern industry and the emergence of more and more high-rise buildings, the design of houses has gradually transformed from cast-in-place to prefabricated assembly. Concrete prefabricated structure uses concrete as the main structure, relying on nodes and joints to connect the structure into a whole and meet the bearing capacity, stability, rigidity, ductility and other requirements of the use stage and the construction stage at the same time. It has the advantages of low project cost, high construction efficiency, green and environmental protection. Nowadays, prefabricated housing is the development trend of my country's construction industry.

[0003] The connection technology of prefabricated shear wall structures includes two aspects: one is the connection between components, and the other is the connection between the structure and the foundation. The connection between components is usually made by bolt connection or welding. Bolt connection is suitable for structures that need to be disassembled, and welding connection is suitable for structures that require tighter connection. The connection between the structure and the foundation usually adopts the following connection methods: anchor connection and embedded connection. Anchor connection is to connect the prefabricated shear wall structure to the concrete foundation through bolts or welding, while embedded connection is to reserve connecting parts in the concrete foundation, and then connect the prefabricated shear wall structure to the reserved connecting parts.

[0004] When the existing prefabricated shear wall connection structure is spliced up and down, it is necessary to lift the upper shear wall by machinery, and then install it on the bottom shear wall with manual labor, and then fix the two by the structure between the shear walls. However, the existing shear wall has a low connection strength at the connection structure between the upper shear wall and the lower shear wall because the spliced parts are too flat, resulting in low overall structural strength of the wall. Utility Model Content

[0005] The purpose of this application is to solve the problem that the connection strength of the connection structure between the upper shear wall and the lower shear wall is not high because the joints between the existing shear walls are too flat. This application provides a prefabricated shear wall connection structure.

[0006] In order to achieve the above-mentioned purpose, this application specifically adopts the following technical solutions:

[0007] A prefabricated shear wall connection structure includes a wall body, a plurality of steel bar holes are opened on the wall body, an arc-shaped strip is provided at the top of the wall body, an arc-shaped groove is opened at the bottom of the wall body, the arc-shaped strip is adapted to the arc-shaped groove, a shielding plate is fixedly connected to the bottom of the wall body, and an installation structure is provided on the wall body.

[0008] By adopting the above technical solution, when the prefabricated shear walls are connected up and down through the structure, the bottom shear wall is installed on the ground, and then the other shear wall is lifted by the crane tool, and then the crane is controlled to move it to the top of the bottom shear wall, and then the position of the lifted shear wall is manually adjusted so that the arc-shaped bar of the bottom shear wall enters the arc-shaped groove of the lifted shear wall, and the baffle blocks the gap between the two shear walls, and then the process of installing the shear wall is guided by the installation structure, and then the two are fixed through the installation structure, and finally the steel bars are inserted into the steel bar holes of the two to connect the adjacent shear walls, which makes the device more convenient during the shear wall installation process and also improves the connection strength between the shear walls.

[0009] Furthermore, the mounting structure includes a tapered bar fixedly connected to the top of the wall, the tapered bar is fixedly connected to the arcuate bar, a tapered groove is provided at the bottom of the wall, the tapered groove is connected to the arcuate groove, and the tapered groove is adapted to the tapered bar.

[0010] By adopting the above technical solution, during the lowering process, the arc bar is guided by the conical groove to move toward the position of the arc groove, and then enters the interior of the arc groove, so that it can fall freely and automatically limit the position between the arc groove and the arc bar.

[0011] Furthermore, a limiting pin is fixedly connected to the arc-shaped bar, a limiting groove is opened inside the arc-shaped groove, and the limiting pin is adapted to the limiting groove.

[0012] By adopting the above technical solution, the limiting pins enter the limiting groove, making the installation of the arc groove more stable, and reducing the manual guidance during installation between the upper and lower shear walls.

[0013] Furthermore, a connecting groove is provided on the arc-shaped bar, and a connecting groove is provided on the wall, the connecting groove corresponds to the arc-shaped groove, and threaded rods are provided in the connecting groove and the connecting groove, the end of the threaded rod is fixedly connected to a turning handle, and a threaded sleeve is fixedly connected in the connecting groove, and the threaded sleeve is adapted to the threaded rod.

[0014] By adopting the above technical solution, the threaded rod is extended from the connecting groove into the connecting groove to pass through the arc strip, and then one end of the threaded rod is turned into the threaded sleeve to limit the position between the two shear walls.

[0015] Furthermore, a top plate is fixedly connected to the wall, a bottom plate is fixedly connected to the wall, the top plate and the bottom plate are adapted to each other, fixing grooves are provided on the top plate and the bottom plate, and fixing bolts are provided in the fixing grooves.

[0016] By adopting the above technical solution, the top plate and the bottom plate on both sides of the fixing groove are fixed by fixing bolts, so that adjacent shear walls are fixed, thereby improving the stability of the shear walls after they are fixed.

[0017] Furthermore, a limiting plate is fixedly connected to the bottom plate, a T-shaped plate is fixedly connected to the limiting plate, a mounting groove is provided on the top plate, and the T-shaped plate is adapted to the mounting groove.

[0018] By adopting the above technical solution, the T-shaped plate is inserted into the top plate along the installation groove, and as the T-shaped plate moves, the top plate and the bottom plate are aligned with each other.

[0019] Furthermore, a semicircular limiting groove is provided on the T-shaped block, a sliding column is slidably connected to the top plate, a semicircular limiting block is fixedly connected to the end of the sliding column, and the semicircular limiting block is adapted to the semicircular limiting groove.

[0020] By adopting the above technical solution, the semicircular limiting block moves into the semicircular limiting groove, thereby limiting the top plate and the T-shaped plate, pre-fixing the top plate and the bottom plate, and reducing the shaking of the L shear wall during installation.

[0021] Furthermore, a spring is sleeved on the sliding column, and two ends of the spring are fixedly connected to the semicircular limit block and the top plate respectively.

[0022] By adopting the above technical solution, the spring reset pushes the semicircular limiting block to move into the semicircular limiting groove, thereby strengthening the limiting between the top plate and the T-shaped plate.

[0023] In summary, this application has at least one of the following beneficial effects:

[0024] 1. In the present application, when the shear wall is installed up and down, the arc groove on the upper wall is first matched with the arc strip at the lower end, and then the upper wall is lowered by a crane. During the lowering process, the arc strip is guided by the tapered groove and moves toward the position of the arc groove, and then enters the interior of the arc groove and enters the limiting groove through the limiting nail, making the installation of the arc groove more stable, reducing the manual guidance during the installation between the upper and lower shear walls, and automatically limiting the arc groove and the arc strip even when it falls freely. Then, the threaded rod is extended from the connecting groove into the connecting groove to pass through the arc strip, and then one end of the rod is turned into the threaded sleeve to limit the position between the two shear walls. Through multi-directional limiting, the installation of the shear wall is simpler, and the connection strength of the shear wall connection is improved.

[0025] 2. In this application, when two shear walls are stacked together, the top plate and the bottom plate fit together, and the T-shaped plate is inserted into the top plate along the installation groove. As the T-shaped plate moves, the semicircular limit groove on it moves to the semicircular limit block. At this time, the spring reset pushes the semicircular limit block to move into the semicircular limit groove, thereby limiting the position between the top plate and the T-shaped plate, thereby pre-fixing the top plate and the bottom plate, reducing the shaking of the L shear wall during installation, and then fixing the top plate and the bottom plate on both sides of the fixing groove with fixing bolts, so that the adjacent shear walls are fixed, thereby improving the stability of the shear wall when fixed, making its installation more convenient. BRIEF DESCRIPTION OF THE DRAWINGS

[0026] Figure 1 This is a schematic diagram of the three-dimensional structure of a prefabricated shear wall connection structure in this application;

[0027] Figure 2 This is a schematic diagram of the internal structure of a prefabricated shear wall connection structure in this application;

[0028] Figure 3 It is a partial cross-sectional view of a prefabricated shear wall connection structure in this application;

[0029] Figure 4 This application Figure 2 A in the middle is an enlarged schematic diagram;

[0030] Figure 5 This application Figure 3 Enlarged schematic diagram of point B in the middle.

[0031] Description of reference numerals:

[0032] 1. Wall; 2. Top plate; 4. Limit plate; 5. Turn handle; 6. Shielding plate; 7. Bottom plate; 9. Tapered bar; 10. Connecting groove; 11. Limiting nail; 12. Arc bar; 13. Rebar hole; 14. Threaded sleeve; 15. Fixing bolt; 16. Threaded rod; 17. Limiting groove; 18. Mounting groove; 19. Sliding column; 20. Spring; 21. Semicircular limit block; 22. T-shaped plate; 23. Semicircular limit groove. DETAILED DESCRIPTION

[0033] The following is combined with Figure 1-5 This application is described in further detail.

[0034] An embodiment of the present application discloses a prefabricated shear wall connection structure.

[0035] Reference Figure 1A prefabricated shear wall connection structure includes a wall 1, a plurality of steel bar holes 13 are opened on the wall 1, an arc-shaped strip 12 is provided at the top of the wall 1, an arc-shaped groove is opened at the bottom of the wall 1, the arc-shaped strip 12 is adapted to the arc-shaped groove, a baffle 6 is fixedly connected to the bottom of the wall 1, and an installation structure is provided on the wall 1.

[0036] When the prefabricated shear walls are connected up and down through this structure, the bottom shear wall is installed on the ground, and then the other shear wall is lifted by the crane tool, and then the crane is controlled to move it to the top of the bottom shear wall, and then the position of the lifted shear wall is adjusted manually so that the arc strip 12 of the bottom shear wall enters the arc groove of the lifted shear wall, and the shielding plate 6 blocks the gap between the two shear walls, and then the process of installing the shear wall is guided by the installation structure, and then the two are fixed through the installation structure, and finally the steel bars are inserted from the steel bar holes 13 of the two to connect the adjacent shear walls, which makes the device more convenient in the process of shear wall installation and also improves the connection strength between the shear walls.

[0037] Reference Figure 1 and Figure 2 、 Figure 3 The mounting structure includes a tapered bar 9 fixedly connected to the top of the wall 1. The tapered bar 9 is fixedly connected to the curved bar 12. A tapered groove is provided at the bottom of the wall 1. The tapered groove is connected to the curved groove, and the tapered groove is adapted to the tapered bar 9. A limit pin 11 is fixedly connected to the curved bar 12. A limit groove 17 is provided inside the curved groove. The limit pin 11 is adapted to the limit groove 17. A connecting groove 10 is provided on the curved bar 12. A connecting groove is provided on the wall 1. The connecting groove corresponds to the curved groove. A threaded rod 16 is provided in the connecting groove 10 and the connecting groove. The end of the threaded rod 16 is fixedly connected to the handle 5. A threaded sleeve 14 is fixedly connected in the connecting groove. The threaded sleeve 14 is adapted to the threaded rod 16.

[0038] When the shear wall is installed up and down, the arc groove on the upper wall 1 is first matched with the arc strip 12 at the lower end, and then the upper wall 1 is lowered by a crane. During the lowering process, the arc strip 12 is guided by the tapered groove to move toward the position of the arc groove, and then enters the inside of the arc groove and enters the limiting groove 17 through the limiting nail 11, making the installation of the arc groove more stable, reducing the manual guidance during the installation between the upper and lower shear walls, and allowing it to automatically limit the arc groove and the arc strip 12 when it falls freely. Then, the threaded rod 16 is extended from the connecting groove into the connecting groove 10 to pass through the arc strip 12, and then one end of it is turned into the threaded sleeve 14 to limit the two shear walls. Through multi-directional limitation, the installation of the shear wall is simpler and the connection strength of the shear wall connection is improved.

[0039] Reference Figure 2 and Figure 3 、 Figure 4 、 Figure 5 The wall 1 is fixedly connected to a top plate 2, and the wall 1 is fixedly connected to a bottom plate 7. The top plate 2 is adapted to the bottom plate 7. Both the top plate 2 and the bottom plate 7 are provided with fixing grooves, and fixing bolts 15 are provided in the fixing grooves. The bottom plate 7 is fixedly connected to a limit plate 4, and the limit plate 4 is fixedly connected to the limit plate 2. The top plate 2 is provided with a mounting groove 18, and the T-shaped plate 22 is adapted to the mounting groove 18. A semicircular limiting groove 23 is provided on the T-shaped block, and a sliding column 19 is slidably connected to the top plate 2. The end of the sliding column 19 is fixedly connected to a semicircular limiting block 21, and the semicircular limiting block 21 is adapted to the semicircular limiting groove 23. A spring 20 is sleeved on the sliding column 19, and the two ends of the spring 20 are fixedly connected to the semicircular limiting block 21 and the top plate 2 respectively.

[0040] When the two shear walls are stacked together, the top plate 2 and the bottom plate 7 fit together, and the T-shaped plate 22 is inserted into the top plate 2 along the installation groove 18. As the T-shaped plate 22 moves, the semicircular limit groove 23 thereon moves to the semicircular limit block 21. At this time, the spring 20 resets and pushes the semicircular limit block 21 to move into the semicircular limit groove 23, thereby limiting the position between the top plate 2 and the T-shaped plate 22, thereby pre-fixing the top plate 2 and the bottom plate 7, reducing the shaking of the L shear wall during installation, and then fixing the top plate 2 and the bottom plate 7 on both sides of the fixing groove by the fixing bolts 15, so that the adjacent shear walls are fixed, thereby improving the stability of the shear wall when fixed, making its installation more convenient.

[0041] Working principle: When the shear wall is installed up and down, the arc groove on the upper wall 1 is first matched with the arc strip 12 at the lower end, and then the upper wall 1 is lowered by a crane. During the lowering process, the arc strip 12 is guided by the tapered groove to move toward the position of the arc groove, and then enters the inside of the arc groove and enters the limiting groove 17 through the limiting nail 11, so that the installation of the arc groove is more stable, and the manual guidance during the installation between the upper and lower shear walls is reduced, so that the free fall can automatically limit the position between the arc groove and the arc strip 12, and then the threaded rod 16 is extended from the connecting groove into the connecting groove 10 to pass through the arc strip 12, and then one end of the threaded rod is turned into the threaded sleeve 14 to limit the position between the two shear walls. Through multi-directional limitation, the installation of the shear wall is simpler and the connection strength of the shear wall connection is improved.

[0042] When the two shear walls are stacked together, the top plate 2 and the bottom plate 7 fit together, and the T-shaped plate 22 is inserted into the top plate 2 along the installation groove 18. As the T-shaped plate 22 moves, the semicircular limit groove 23 thereon moves to the semicircular limit block 21. At this time, the spring 20 resets and pushes the semicircular limit block 21 to move into the semicircular limit groove 23, thereby limiting the position between the top plate 2 and the T-shaped plate 22, thereby pre-fixing the top plate 2 and the bottom plate 7, reducing the shaking of the L shear wall during installation, and then fixing the top plate 2 and the bottom plate 7 on both sides of the fixing groove by the fixing bolts 15, so that the adjacent shear walls are fixed, thereby improving the stability of the shear wall when fixed, making its installation more convenient.

Claims

1. A prefabricated shear wall connection structure, comprising a wall (1), characterized in that: The wall (1) is provided with a plurality of steel bar holes (13), the top of the wall (1) is provided with an arc-shaped strip (12), the bottom of the wall (1) is provided with an arc-shaped groove, the arc-shaped strip (12) is adapted to the arc-shaped groove, the bottom of the wall (1) is fixedly connected with a shielding plate (6), and the wall (1) is provided with a mounting structure.

2. A prefabricated shear wall connection structure according to claim 1, characterized in that: The mounting structure comprises a tapered bar (9) fixedly connected to the top of the wall (1), the tapered bar (9) being fixedly connected to the arcuate bar (12), a tapered groove being provided at the bottom of the wall (1), the tapered groove being connected to the arcuate groove, and the tapered groove being adapted to the tapered bar (9).

3. The prefabricated shear wall connection structure according to claim 2, characterized in that: A limiting pin (11) is fixedly connected to the arc strip (12), a limiting groove (17) is provided inside the arc groove, and the limiting pin (11) is adapted to the limiting groove (17).

4. The prefabricated shear wall connection structure according to claim 2, characterized in that: A connecting groove (10) is provided on the arc-shaped strip (12), and a connecting groove is provided on the wall (1), the connecting groove corresponding to the arc-shaped groove, a threaded rod (16) is provided in the connecting groove (10) and the connecting groove, the end of the threaded rod (16) is fixedly connected to the turning handle (5), and a threaded sleeve (14) is fixedly connected in the connecting groove, and the threaded sleeve (14) is adapted to the threaded rod (16).

5. The prefabricated shear wall connection structure according to claim 1, characterized in that: A top plate (2) is fixedly connected to the wall (1), and a bottom plate (7) is fixedly connected to the wall (1). The top plate (2) and the bottom plate (7) are adapted to each other. Both the top plate (2) and the bottom plate (7) are provided with fixing grooves, and fixing bolts (15) are provided in the fixing grooves.

6. The prefabricated shear wall connection structure according to claim 5, characterized in that: The bottom plate (7) is fixedly connected to a limit plate (4), the limit plate (4) is fixedly connected to a T-shaped plate (22), the top plate (2) is provided with a mounting groove (18), and the T-shaped plate (22) is adapted to the mounting groove (18).

7. The prefabricated shear wall connection structure according to claim 6, characterized in that: A semicircular limiting groove (23) is provided on the T-shaped plate, a sliding column (19) is slidably connected to the top plate (2), and a semicircular limiting block (21) is fixedly connected to the end of the sliding column (19), and the semicircular limiting block (21) is adapted to the semicircular limiting groove (23).

8. The prefabricated shear wall connection structure according to claim 7, characterized in that: A spring (20) is sleeved on the sliding column (19), and two ends of the spring (20) are fixedly connected to the semicircular limit block (21) and the top plate (2) respectively.