Impact-resistant prefabricated shear wall

Abstract

The utility model relates to the technical field of shear walls, in particular to an anti-impact prefabricated shear wall which comprises a first wall body, a plurality of protruding blocks are distributed on one side wall of the first wall body in a rectangular array mode, and through grooves are formed in the protruding blocks in a penetrating mode. A plurality of fixing blocks are distributed on the side wall of the second wall body in a rectangular array mode, and a plurality of reinforcing ribs are arranged in the first wall body and the second wall body. An operator carries the first wall body to the designated position to be installed, then the second wall body is pushed, a fixing block slides into a through groove and a protruding block, the first wall body and the second wall body are preliminarily connected in a clamped mode, and then the first wall body and the second wall body are secondarily fixed through a fastening bolt and a fastening nut; and concrete is conveyed into the cavity through the multiple pouring holes, joint filling is conducted on the fixing blocks and the protruding blocks, the compactness and stability of the wall body can be further improved through the filled flame-retardant foam, and therefore the impact resistance of the first wall body and the second wall body after combined installation is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of shear walls, in particular to an impact-resistant prefabricated shear wall. Background Art

[0002] A precast shear wall is a type of shear wall structure in which components (such as concrete panels and steel plates) are prefabricated in a factory before construction. It primarily consists of precast concrete panels, precast concrete columns, connecting steel bars to panels, and grouting between columns and panels. Through the assembly of precast components and on-site grouting, the precast shear wall forms a load-bearing wall structure.

[0003] A search revealed a utility model patent with Chinese patent publication number CN211899072U, which discloses a prefabricated shear wall, relating to the field of building construction technology. The main technical features of the prefabricated shear wall are as follows: the prefabricated shear wall comprises a lower wall and an upper wall, wherein vertical steel bars are arranged at intervals along the length of the lower wall on the top surface of the lower wall, the prefabricated shear wall comprises sleeves arranged at intervals along the length of the upper wall on the bottom surface of the upper wall, the sleeves being located within the upper wall, the side walls of the upper wall comprising first grouting holes, a connector fixed to the steel bars within the lower wall on the top surface of the lower wall and located between the two vertical steel bars, the bottom surface of the upper wall comprising a receiving groove, the receiving groove comprising a connecting frame for engaging with the connector and being fixedly connected to the steel bars within the upper wall, and the side walls of the upper wall comprising connecting pipes for securing the connector to the connecting frame. The prefabricated shear wall has the advantage of enhancing the firmness of the shear wall.

[0004] Upon searching, the above patents have been found to have dealt with the splicing of prefabricated shear walls, but the structure has failed to deal with the impact resistance of the shear walls. Therefore, the structure has relatively weak resistance to external impacts. Utility Model Content

[0005] The purpose of the utility model is to provide an impact-resistant prefabricated shear wall, which can improve the impact resistance of the wall through the structure, so as to solve the problem of poor impact resistance of the wall in the prior art.

[0006] In order to achieve the above purpose, the present invention adopts the following technical solutions:

[0007] A shock-resistant prefabricated shear wall comprises a first wall, one side wall of the wall being fixedly connected to a first plate, the first plate being located at the lower end of one side wall of the wall, a plurality of protrusions being distributed in a rectangular array on the one side wall of the wall, a through groove being provided inside the protrusions; a second wall, the second wall being provided on one side wall of the wall, the second side wall of the wall being fitted with a side wall of the plate, the second side wall of the wall being fixedly connected to the second plate, the second side wall of the plate being fitted with one side wall of the wall, a plurality of fixed blocks being distributed in a rectangular array on the second side wall of the wall, the fixed blocks being slidably connected to the through groove, and a plurality of reinforcing ribs being provided inside both the first wall and the second wall.

[0008] Preferably, a plurality of pouring holes are provided through the upper end of the second plate, and the plurality of pouring holes are arranged at equal intervals.

[0009] Preferably, a plurality of holes are provided on one side wall of the wall, and fastening bolts are rotatably connected inside the holes.

[0010] Preferably, the two side walls of the wall are provided with a plurality of slots, the inside of the slots are rotatably connected with fastening nuts, the holes are communicated with the slots, and the fastening bolts are threadedly rotatably connected with the fastening nuts.

[0011] Preferably, a cavity is provided inside the first wall and the second wall, and the reinforcing ribs are located inside the cavity.

[0012] Preferably, a plurality of pouring holes are provided at the upper ends of the first wall and the second wall, the plurality of pouring holes are arranged at equal distances, and the pouring holes are connected to the cavity.

[0013] Compared with the prior art, the advantages of the present invention are:

[0014] 1. The operator moves Wall 1 to the designated location for installation, and then installs Wall 2 on one side of the wall. At this time, Wall 2 fits against one side of the wall. Then, push Wall 2 so that the fixing block slides into the through groove and the protrusion, thereby performing a preliminary snap connection between Wall 1 and Wall 2. Then, use fastening bolts and fastening nuts to perform a secondary fixation on Wall 1 and Wall 2. Concrete is delivered into the cavity through multiple pouring holes, and the gaps between the fixing block and the protrusion are filled to ensure a stronger connection between Wall 1 and Wall 2 and enhance the stability and durability of the entire structure.

[0015] 2. The flame retardant foam is injected into the cavity through multiple injection holes to fill the gaps between the multiple reinforcement ribs. At the same time, the filled flame retardant foam can further increase the density and stability of the wall, thereby improving the impact resistance of the combined installation of the wall part 1 and the wall part 2. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1This is a front view schematic diagram of the external structure of an impact-resistant prefabricated shear wall proposed in the utility model.

[0017] Figure 2 The utility model is a schematic diagram of the external structure of an impact-resistant prefabricated shear wall.

[0018] Figure 3 This is a schematic diagram of the external structure of the second wall of an impact-resistant prefabricated shear wall proposed in the utility model.

[0019] Figure 4 This is a schematic diagram of the top-down cross-sectional structure of an impact-resistant prefabricated shear wall proposed in the utility model.

[0020] In the figure: 1 wall 1, 2 plate 1, 3 protrusion, 4 through groove, 5 hole, 6 fastening bolt, 7 wall 2, 8 plate 2, 9 pouring hole, 10 fixing block, 11 slot, 12 fastening nut, 13 cavity, 14 reinforcement rib, 15 pouring hole. DETAILED DESCRIPTION

[0021] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.

[0022] Reference Figure 1-4 A shock-resistant prefabricated shear wall includes a wall 1, a plate 2 is fixedly connected to the side wall of the wall 1, and the plate 2 is located at the lower end of the side wall of the wall 1. A plurality of protrusions 3 are distributed in a rectangular array on the side wall of the wall 1, and a through groove 4 is provided inside the protrusion 3; a wall 2 7 is provided on the side wall of the wall 1, and the side wall of the wall 2 7 is fitted with the side wall of the plate 2, and the side wall of the wall 2 7 is fixedly connected to the plate 2 8, and the side wall of the plate 2 8 is fitted with the side wall of the wall 1, and a plurality of fixed blocks 10 are distributed in a rectangular array on the side wall of the wall 2 7, and the fixed blocks 10 are slidably connected to the through groove 4. A plurality of reinforcing ribs 14 are provided inside the wall 1 and the wall 2 7. The operator moves the wall 1 to the designated installation location. Then install wall 2 7 on the side wall of wall 1. At this time, wall 2 7 is fitted with the side wall of wall 1. Then push wall 2 7 so that the fixing block 10 slides into the through groove 4 and the protrusion 3, thereby performing a preliminary snap-fit ​​connection between wall 1 and wall 2 7. After wall 1 and wall 2 7 are connected, a cavity is formed in the middle part. The upper and lower ends of the cavity are sealed by plate 1 2 and plate 2 8. Then, the mixed concrete is poured into the cavity to fill the inside of the cavity so that the concrete fills the gap between the fixing block 10 and the protrusion 3. At the same time, by installing reinforcing ribs 14 inside wall 1 and wall 2 7, the impact resistance of wall 1 and wall 2 7 is improved.

[0023] A plurality of pouring holes 9 are provided through the upper end of the second plate 8 , and the plurality of pouring holes 9 are arranged at equal intervals. Concrete is transported into the cavity through the plurality of pouring holes 9 to fill the gap between the fixing block 10 and the protrusion 3 .

[0024] A plurality of holes 5 are provided on the side wall of the wall 1 , and fastening bolts 6 are rotatably connected inside the holes 5 . The operator extends the hexagonal sleeve into the holes 5 and rotates the fastening bolts 6 .

[0025] The side wall of wall 2 7 is provided with multiple slots 11, and a fastening nut 12 is rotatably connected inside the slot 11. The hole 5 is connected to the slot 11, and the fastening bolt 6 is threadedly connected to the fastening nut 12. The fastening bolt 6 and the fastening nut 12 are threadedly connected to fix wall 1 1 and wall 2 7 for secondary fixation.

[0026] Both wall 1 and wall 2 7 are provided with a cavity 13, and the reinforcing ribs 14 are located inside the cavity 13. The cavity 13 is filled with flame-retardant foam to fill the gaps between the multiple reinforcing ribs 14. At the same time, the filled flame-retardant foam can further increase the density and stability of the wall.

[0027] Multiple pouring holes 15 are provided at the upper ends of both wall 1 and wall 2 7 . The multiple pouring holes 15 are equidistantly arranged and communicate with the cavity 13 . The flame retardant foam is input into the cavity 13 through the multiple pouring holes 15 .

[0028] In the present invention, the operator moves the wall 1 to the designated installation location, and then installs the wall 2 7 on the side wall of the wall 1. At this time, the wall 2 7 is in contact with the side wall of the wall 1. Then, the wall 2 7 is pushed so that the fixing block 10 slides into the through groove 4 and the protrusion 3, thereby performing a preliminary snap connection between the wall 1 and the wall 2 7. Then, the wall 1 and the wall 2 7 are fixed for a second time by fastening bolts 6 and fastening nuts 12. Concrete is transported into the cavity through multiple pouring holes 9, and the gaps between the fixing block 10 and the protrusion 3 are filled.

[0029] The flame retardant foam is injected into the cavity 13 through the multiple injection holes 15 to fill the gaps between the multiple reinforcement ribs 14. At the same time, the filled flame retardant foam can further increase the density and stability of the wall.

[0030] The above is only a preferred specific implementation method of the present invention, but the protection scope of the present invention is not limited to this. Any technician familiar with the technical field within the technical scope disclosed by the present invention can make equivalent replacements or changes based on the technical solution and utility model concept of the present invention, which should be covered by the protection scope of the present invention.

Claims

1. An impact-resistant prefabricated shear wall, characterized in that: include A wall (1), wherein a plate (2) is fixedly connected to the side wall of the wall (1), and the plate (2) is located at the lower end of the side wall of the wall (1). The side wall of the wall (1) is provided with a plurality of protrusions (3) distributed in a rectangular array, and a through groove (4) is provided inside the protrusion (3); Wall body 2 (7), said wall body 2 (7) is arranged on the side wall of wall body 1 (1), said wall body 2 (7) side wall is in contact with the side wall of plate 1 (2), said wall body 2 (7) side wall is fixedly connected with plate 2 (8), said plate 2 (8) side wall is in contact with the side wall of wall body 1 (1), said wall body 2 (7) side wall is provided with a plurality of fixed blocks (10) distributed in a rectangular array, said fixed blocks (10) are slidably connected with the through groove (4), and said wall body 1 (1) and wall body 2 (7) are both provided with a plurality of reinforcing ribs (14) inside.

2. The impact-resistant prefabricated shear wall according to claim 1, characterized in that: A plurality of pouring holes (9) are provided through the upper end of the second plate (8), and the plurality of pouring holes (9) are arranged at equal intervals.

3. The impact-resistant prefabricated shear wall according to claim 1, characterized in that: The side wall of the wall (1) is provided with a plurality of holes (5), and fastening bolts (6) are rotatably connected inside the holes (5).

4. The impact-resistant prefabricated shear wall according to claim 3, characterized in that: The side wall of the second wall (7) is provided with a plurality of slot holes (11), the inside of the slot holes (11) is rotatably connected with a fastening nut (12), the hole (5) is communicated with the slot holes (11), and the fastening bolt (6) is threadedly rotatably connected with the fastening nut (12).

5. The impact-resistant prefabricated shear wall according to claim 1, characterized in that: Both the wall body 1 (1) and the wall body 2 (7) are provided with a cavity (13), and the reinforcing ribs (14) are located inside the cavity (13).

6. The impact-resistant prefabricated shear wall according to claim 5, characterized in that: The upper ends of the wall body 1 (1) and the wall body 2 (7) are both provided with a plurality of pouring holes (15), the plurality of pouring holes (15) are arranged at equal intervals, and the pouring holes (15) are communicated with the cavity (13).

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