Support-free shear wall assembly

By designing a supportless shear wall assembly, and utilizing the combination of steel connectors and U-shaped steel reinforcement groups, the problem of needing support during the assembly of prefabricated structures is solved, achieving a stable connection between shear walls before the concrete hardens, and improving construction efficiency.

CN223634143UActive Publication Date: 2025-12-05HUNAN SHENGBAO HOUSING IND CO LTD
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Patent Information

Application Number
CN202422090742.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-28
Publication Date
2025-12-05
Estimated Expiration
2034-08-28

AI Technical Summary

Technical Problem

Existing prefabricated structures require supporting structures for support during assembly, resulting in low construction efficiency.

Method used

The unsupported shear wall assembly is adopted, and the initial connection between shear walls is achieved before the concrete cures through the cooperation of steel connectors and U-shaped steel bars. A stable connection structure is formed by the cooperation of steel connectors, U-shaped steel bars and second steel bars.

Benefits of technology

Ensuring the initial connection strength between shear walls without using supporting structures improves construction efficiency and reduces construction time.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model provides a support-free shear wall assembly, which relates to the field of prefabricated buildings, and comprises a shear wall, the shear wall comprises a wall body, the side surface of the wall body is provided with a U-shaped steel bar group, and the free end of the U-shaped steel bar group is embedded in the wall body; the support-free shear wall assembly comprises a first shear wall, a second shear wall and a third shear wall; the coplanar head and tail of the first shear wall and the second shear wall are adjacent, the third shear wall is perpendicular to the first shear wall and the second shear wall, and the U-shaped steel bar groups of the first shear wall, the second shear wall and the third shear wall coincide; the second reinforcing steel bar is inserted into the overlapped area of the U-shaped reinforcing steel bar group; the side face of the first shear wall or the side face of the second shear wall is further provided with a side plate arranged in the vertical direction. The steel connecting pieces are detachably connected with the side faces of the first shear wall and the second shear wall, the three shear walls are connected through the steel connecting pieces and the mode that the second reinforcing steel bars are matched with the U-shaped reinforcing steel bar sets before concrete is solidified, and the good connecting strength is achieved.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the prefabricated building field especially relates to a support -free shear wall assembly. BACKGROUND

[0002] The prefabricated building is a kind of building technology developed in recent years, prefabricated structure is made in factory, such as composite beam, prefabricated slab, prefabricated wall etc., then prefabricated structure is transported to construction site, and is assembled at construction site.This prefabricated structure can effectively reduce construction time at construction site, because prefabricated structure only needs to carry out a small amount of wet pouring to complete the assembly of building, which can greatly improve construction efficiency.

[0003] However, the prefabricated structure still needs to use support structure to support in the assembly process, and after the wet pouring concrete is solidified, the support structure can be removed.

[0004] Therefore, the application provides a support-free shear wall assembly, which does not need to use support structure to support during wet pouring. UTILITY MODEL CONTENT

[0005] The utility model provides a support-free shear wall assembly, which does not need to support during assembly.

[0006] In order to achieve the above purpose, the embodiment of the utility model provides a support-free shear wall assembly, comprising:

[0007] The shear wall comprises a wall body, and the side surface of the wall body is provided with a U-shaped steel bar group, and the free end of the U-shaped steel bar group is embedded in the wall body; the support-free shear wall assembly comprises a first shear wall, a second shear wall and a third shear wall;

[0008] The first shear wall and the second shear wall are adjacent in the same plane, and the third shear wall is perpendicular to the first shear wall and the second shear wall, and the U-shaped steel bar groups of the first shear wall, the second shear wall and the third shear wall are coincident;

[0009] The second steel bar is inserted into the area where the U-shaped steel bar groups coincide;

[0010] The side surface of the first shear wall or the second shear wall is further provided with an edge plate arranged in the vertical direction;

[0011] The steel connecting piece is detachably connected with the side surface of the first shear wall and the second shear wall.

[0012] Preferably, the edge plate is provided with a plurality of insertion holes in the vertical direction;

[0013] The steel connecting piece comprises a connecting body and a connecting bolt, and the connecting body is provided with connecting holes on opposite surfaces thereof;

[0014] The side surface of the first shear wall and the second shear wall is further provided with a connecting pipe which is screwed with the connecting bolt, the connecting pipe is embedded in the side surface of the first shear wall and the second shear wall, and the connecting bolt is arranged in the connecting hole and connected with the connecting pipe.

[0015] Preferably, the connecting body is a rectangular pipe, the connecting holes are arranged on one set of opposite surfaces of the rectangular pipe, and operation holes are further arranged on the other set of opposite surfaces of the rectangular pipe.

[0016] Preferably, one surface of the side plate towards the U-shaped steel bar group is provided with a avoiding groove, and the U-shaped steel bar group is located in the avoiding groove.

[0017] Preferably, the connecting pipe is provided with an anchor rod in the radial direction.

[0018] Preferably, a first steel bar in the vertical direction is embedded in the wall body, the upper end of the first steel bar is beyond the upper end of the wall body, the lower surface of the wall body is further provided with an insertion hole arranged in the vertical direction, and the lower end of the first steel bar is located in the insertion hole.

[0019] Preferably, the front surface of the wall body is further provided with a grouting hole which is communicated with the insertion hole.

[0020] Preferably, the two connecting holes are waist-shaped holes, and the projections of the two connecting holes on the side surface of the first shear wall are perpendicular to each other.

[0021] The above scheme of the utility model has the following beneficial effects:

[0022] In the application, the three shear walls are connected through the steel connecting piece and the cooperation of the second steel bar and the U-shaped steel bar group before the concrete solidifies, so that the three shear walls can be preliminarily connected without using a supporting structure, and the connection strength is good.

[0023] Other features and advantages of the utility model will be described in detail in the following specific embodiment part. BRIEF DESCRIPTION OF DRAWINGS

[0024] Figure 1 is a schematic view of the first shear wall;

[0025] Figure 2 is Figure 1 is an enlarged view of the O part in the figure;

[0026] Figure 3 is a schematic view of the second shear wall;

[0027] Figure 4 is Figure 3 is an enlarged view of the P part in the middle of the first shear wall;

[0028] Figure 5 is a schematic view of the third shear wall;

[0029] Figure 6 is Figure 5 is an enlarged view of the Q part in the middle of the second shear wall;

[0030] Figure 7 is an enlarged view of the connecting part of the support-free shear wall assembly;

[0031] Figure 8 is a schematic view of the steel connecting piece.

[0032]

BRIEF DESCRIPTION OF DRAWINGS

[0033] 11-insertion hole, 12-grouting hole,

[0034] 1a-first shear wall, 1b-second shear wall, 1c-third shear wall,

[0035] 2-U-shaped steel bar group,

[0036] 3-second steel bar,

[0037] 4-edge plate, 41-insertion hole, 42-avoidance groove

[0038] 5-steel connecting piece, 51-connecting body, 52-connecting bolt, 53-connecting pipe, 54-connecting hole, 55-operation hole, 56-anchor rod

[0039] 6-first steel bar. DETAILED DESCRIPTION

[0040] In order to make the technical problems, technical schemes and advantages to be solved by the utility model more clear, specific embodiments will be described in detail below with reference to the drawings.

[0041] As Figures 1-8 shown, the embodiment of the utility model provides a support-free shear wall assembly which comprises a shear wall. Specifically, the shear wall comprises a wall body, and the wall body can comprise two opposite front surfaces, two opposite side surfaces, an upper surface and a lower surface. The support-free shear wall assembly comprises a first shear wall 1a, a second shear wall 1b and a third shear wall 1c.

[0042] The first shear wall 1a comprises a wall body, which can be understood as comprising two opposite front surfaces, two opposite side surfaces, an upper surface and a lower surface. A first steel bar 6 is embedded in the wall body of the first shear wall 1a, and the first steel bar 6 is arranged along a first direction. The upper end of the first steel bar 6 is beyond the upper end of the wall body. A U-shaped steel bar group 2 is arranged at the side surface of the wall body of the first shear wall 1a, and the U-shaped steel bar group 2 comprises at least one U-shaped steel bar. The free end of the U-shaped steel bar is embedded in the wall body of the first shear wall 1a, and the closed end of the U-shaped steel bar is located outside the wall body of the first shear wall 1a. An insertion hole 11 is further arranged at the lower surface of the wall body of the first shear wall 1a, the insertion hole 11 is collinear with the first steel bar 6 in the vertical direction, and the lower end of the first steel bar 6 is located in the insertion hole 11. A grouting hole 12 is further arranged at the front surface of the wall body of the first shear wall 1a, and the grouting hole 12 is in communication with the insertion hole 11.

[0043] Similarly, the second shear wall 1b comprises a wall body, which can be understood as comprising two opposite front surfaces, two opposite side surfaces, an upper surface and a lower surface. A first steel bar 6 is embedded in the wall body of the second shear wall 1b, and the first steel bar 6 is arranged along a first direction. The upper end of the first steel bar 6 is beyond the upper end of the wall body. A U-shaped steel bar group 2 is arranged at the side surface of the wall body of the second shear wall 1b, and the U-shaped steel bar group 2 comprises at least one U-shaped steel bar. The free end of the U-shaped steel bar is embedded in the wall body of the second shear wall 1b, and the closed end of the U-shaped steel bar is located outside the wall body of the second shear wall 1b. An insertion hole 11 is further arranged at the lower surface of the wall body of the second shear wall 1b, the insertion hole 11 is collinear with the first steel bar 6 in the vertical direction, and the lower end of the first steel bar 6 is located in the insertion hole 11. A grouting hole 12 is further arranged at the front surface of the wall body of the second shear wall 1b, and the grouting hole 12 is in communication with the insertion hole 11.

[0044] The third shear wall 1c comprises a wall body, which can be understood as comprising two opposite front surfaces, two opposite side surfaces, an upper surface and a lower surface. A first steel bar 6 is embedded in the wall body of the third shear wall 1c, and the first steel bar 6 is arranged along a first direction. The upper end of the first steel bar 6 is beyond the upper end of the wall body. A U-shaped steel bar group 2 is arranged at the side surface of the wall body of the third shear wall 1c, and the U-shaped steel bar group 2 comprises at least one U-shaped steel bar. The free end of the U-shaped steel bar is embedded in the wall body of the third shear wall 1c, and the closed end of the U-shaped steel bar is located outside the wall body of the third shear wall 1c. An insertion hole 11 is further arranged at the lower surface of the wall body of the third shear wall 1c, the insertion hole 11 is collinear with the first steel bar 6 in the vertical direction, and the lower end of the first steel bar 6 is located in the insertion hole 11. A grouting hole 12 is further arranged at the front surface of the wall body of the third shear wall 1c, and the grouting hole 12 is in communication with the insertion hole 11.

[0045] The side of the first shear wall 1a or the second shear wall 1b is further provided with a side plate 4, which is arranged on the side of the first shear wall 1a or the second shear wall 1b along the vertical direction. Preferably, a plurality of insertion holes 41 are formed on the side plate 4 and arranged along the vertical direction. In this embodiment, the side of the first shear wall 1a is provided with the side plate 4.

[0046] Preferably, one side of the side plate 4 is provided with a recess groove 42 for accommodating the U-shaped steel group 2.

[0047] Referring to Figure 7 , Figure 7 FIG. 6 is a top view of the connection of the first shear wall 1a, the second shear wall 1b and the third shear wall 1c, wherein the first shear wall 1a and the second shear wall 1b are connected end to end in the same plane. Specifically, the U-shaped steel groups 2 of the first shear wall 1a and the second shear wall 1b are coincident. The third shear wall 1c is perpendicular to the connection of the first shear wall 1a and the second shear wall 1b, and the three shear walls form a T shape. The U-shaped steel groups 2 of the first shear wall 1a, the second shear wall 1b and the third shear wall 1c are coincident.

[0048] The free-supporting shear wall assembly further comprises a second steel bar, and the second steel bar 3 is inserted into the area where the three U-shaped steel groups 2 are coincident.

[0049] The steel connecting piece 5 is detachably connected to the side of the first shear wall 1a and the second shear wall 1b, respectively.

[0050] In this application, the steel connecting piece 5 comprises a connecting body 51 and a connecting bolt 52. The connecting body 51 is a rectangular tube, and a connecting hole 54 is arranged on one set of opposite sides of the rectangular tube, and an operating hole 55 is arranged on the other set of opposite sides. A plurality of connecting pipes 53 are further arranged on the side of the first shear wall 1a and the second shear wall 1b along the vertical direction, and the connecting pipes 53 correspond to the heights of the insertion holes 41 one to one. The connecting bolt 52 can be screwed with the connecting pipes 53 through the connecting holes 54. Preferably, an anchor rod 56 is further arranged on the connecting pipe 53 along the radial direction of the connecting pipe 53 to enhance the anchoring effect of the connecting pipe 53 with the wall.

[0051] Preferably, the two connecting holes 54 are waist-shaped holes, and the projections of the two connecting holes 54 on the side of the first shear wall are perpendicular to each other. The two connecting holes 54 perpendicular to each other can reduce the connection precision of the first shear wall 1a and the second shear wall 1b, so that the first shear wall 1a and the second shear wall 1b are more easily assembled together.

[0052] In the assembling of the support-free shear wall assembly, one of the shear walls is first fixed on the prefabricated column, and the first shear wall 1a is taken as an example to be explained. The second shear wall 1b and the first shear wall 1a are first connected by the steel connecting piece 5, and the steel connecting piece 5 realizes the preliminary fixation. In the connection of the steel connecting piece 5, the worker inserts the connecting body 51 from the insertion hole 41 between the three shear walls, and inserts the tool into the operation hole 55 to tighten the connecting bolt 52 on the connecting pipe 53. The application realizes the preliminary fixation through the steel connecting piece 5, and no support structure is needed after the fixation. After the first shear wall 1a and the second shear wall 1b are connected, the third shear wall 1c is hoisted by the hoisting device, and the third shear wall is perpendicular to the connection of the first shear wall 1a and the second shear wall 1b, and the U-shaped steel bar group 2 of the first shear wall 1a, the second shear wall 1b and the third shear wall 1c is overlapped, and the second steel bar 3 is inserted after the U-shaped steel bar group 2 is overlapped, and the first shear wall 1a, the second shear wall 1b and the third shear wall 1c are fixed again under the action of the second steel bar 3. Since the overlapping area of the U-shaped steel bar group 2 is surrounded by the side of the first shear wall 1a, the second shear wall 1b, the third shear wall 1c and the edge plate 4, the overlapping area is closed except the upper end at this time, and the concrete is poured into the area, and the final connection is completed after the concrete is solidified. The shear wall assembly formed by the cooperation of the U-shaped steel bar group 2 and the second steel bar 3, the connection of the steel connecting piece 5 and the solidification of the concrete can reach the building strength standard.

[0053] After the shear wall assembly of a certain height is completed, the shear wall assembly is assembled layer by layer upwards. It should be noted that in the upward and downward assembly, the upper end of the second steel bar 3 of the lower shear wall is inserted into the connecting hole 54 of the upper shear wall, and the concrete is poured into the connecting hole 54 through the grouting hole 12 to realize the connection of the shear walls in the upward and downward directions.

[0054] In the application, the shear wall is fixed by the steel connecting piece 5, the U-shaped steel bar group 2 and the second steel bar 3 in the horizontal direction, and no support structure is needed before the solidification of the concrete.

[0055] The above is the preferred embodiment of the application, and it should be pointed out that for ordinary skilled persons in the technical field, some improvements and decorations can be made without departing from the principle of the application, and these improvements and decorations should also be regarded as the protection range of the application.

Claims

1. A self-supporting shear wall assembly, comprising: The application relates to a free-supporting shear wall assembly. The first shear wall (1a) and the second shear wall (1b) are coplanar and adjacently arranged, and the third shear wall (1c) is perpendicular to the first shear wall (1a) and the second shear wall (1b); the U-shaped steel bar groups (2) of the first shear wall (1a), the second shear wall (1b) and the third shear wall (1c) are coincident; A second steel bar (3) is inserted into the area where the U-shaped steel bar groups (2) are coincident. The side surface of the first shear wall (1a) or the second shear wall (1b) is further provided with an edge plate (4) arranged in the vertical direction. A steel connecting piece (5) is detachably connected to the side surface of the first shear wall (1a) and the second shear wall (1b). The edge plate (4) is provided with a plurality of insertion holes (41) in the vertical direction.

2. The self-supporting shear wall assembly according to claim 1, wherein: The steel connecting piece (5) comprises a connecting body (51) and a connecting bolt (52), and the connecting body (51) is provided with a connecting hole (54) on the opposite surface. The side surface of the first shear wall (1a) and the second shear wall (1b) is further provided with a connecting pipe (53) screwed with the connecting bolt (52), the connecting pipe (53) is pre-buried in the side surface of the first shear wall (1a) and the second shear wall (1b), and the connecting bolt (52) is arranged in the connecting hole (54) and connected with the connecting pipe (53). The connecting body (51) is a rectangular pipe, the connecting hole (54) is arranged on one set of opposite sides of the rectangular pipe, and an operation hole (55) is further arranged on the other set of opposite sides of the rectangular pipe.

3. The self-supporting shear wall assembly according to claim 2, wherein: One side of the edge plate (4) facing the U-shaped steel bar group (2) is provided with a avoiding groove (42), and the U-shaped steel bar group (2) is located in the avoiding groove (42).

4. The self-supporting shear wall assembly according to claim 1, wherein: The connecting pipe (53) is provided with an anchor rod (56) in the radial direction.

5. The self-supporting shear wall assembly according to claim 2, wherein: A first steel bar (6) in the vertical direction is pre-buried in the wall body, the upper end of the first steel bar (6) is higher than the upper end of the wall body, the lower surface of the wall body is further provided with an insertion hole (11), the insertion hole (11) is arranged in the vertical direction, and the lower end of the first steel bar (6) is located in the insertion hole (11).

6. The self-supporting shear wall assembly according to claim 1, wherein: The front surface of the wall body is further provided with a grouting hole (12), and the grouting hole (12) is communicated with the insertion hole (11).

7. The self-supporting shear wall assembly according to claim 6, wherein: Two connecting holes (54) are waist-shaped holes, and the projections of the two connecting holes (54) on the side surface of the first shear wall are perpendicular to each other.

8. The self-supporting shear wall assembly according to claim 2, wherein: ​