CN212295175U

CN212295175U - Prefabricated assembled shear force wall of building

Info

Publication number: CN212295175U
Application number: CN202020079398.3U
Authority: CN
Inventors: 赵永涛
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-01-15
Filing date: 2020-01-15
Publication date: 2021-01-05
Anticipated expiration: 2030-01-15

Abstract

The utility model discloses a building prefabricated assembled shear force wall relates to building technical field, including assembly plate one, the below of assembly plate one is provided with assembly plate two, the bottom surface fixedly connected with adaptation piece one of assembly plate one, the last fixed surface of assembly plate two is connected with adaptation piece two. This prefabricated assembled shear force wall of building is through setting up adaptation piece one and adaptation piece two, can be in the same place assembly plate one and two joints of assembly plate, through setting up the joint piece, draw-in groove and spring, can play the cushioning effect to the wall body, when meetting the earthquake, can strengthen the toughness of wall body, thereby the shock resistance of wall body has been strengthened, through setting up splint one and splint two, when the assembly plate one is accomplished with two assembles of assembly plate, can add the concrete to the inside of splint one and splint two, thereby can strengthen the hardness of wall body, through setting up the pivot, can be connected splint one and splint two with assembly plate two, strengthen the stability of wall.

Description

Prefabricated assembled shear force wall of building

Technical Field

The utility model relates to a building technical field specifically is a building prefabricated assembly type shear force wall.

Background

The assembly type building has the characteristics of production standardization, construction mechanization and management informatization, the development of the assembly type building can save a large amount of resources, actively promotes technical innovation, improves the building quality, promotes transformation and upgrading of building enterprises, is the fundamental transformation of a building production mode from extensive production to intensive production, is an inevitable way and a development direction of the modernization of the building industry, and can be divided into a steel plate shear wall, a reinforced concrete shear wall and a reinforced block shear wall according to structural materials, wherein the reinforced concrete shear wall is the most commonly used.

According to the research results of prefabricated frame and shear wall structures at home and abroad, the existing spliced shear wall has the disadvantages of complex connection and construction difficulty, difficult guarantee of being completely equal to a cast-in-place shear wall structure and no good anti-seismic function, so that the shear wall is further optimized by improving some connection means.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a prefabricated assembled shear force wall of building, including assembly plate one, the below of assembly plate one is provided with assembly plate two, bottom surface fixedly connected with adaptation piece one of assembly plate one, the last fixed surface of assembly plate two is connected with adaptation piece two, adaptation piece one and adaptation piece two-phase adaptation, the both ends fixedly connected with joint piece of two upper surfaces of assembly plate, the draw-in groove has been seted up to the inside at adaptation piece one bottom surface both ends, the inner wall fixedly connected with spring of draw-in groove, joint piece and draw-in groove looks adaptation, the reinforcing bar hole has been seted up to the inside of assembly plate one and assembly plate two, the bottom surface fixedly connected with bottom plate of assembly plate two, the last fixed surface of bottom plate is connected with splint one and splint two, the inside threaded connection of splint one and splint two has the pivot.

Optionally, the reinforcing steel bars are inserted into the reinforcing steel bar holes and penetrate through the first assembly plate and the second assembly plate.

Optionally, a pouring groove is formed in the upper surface of the first assembling plate, the diameter value of the pouring groove is larger than that of the steel bar hole, through the technical scheme, concrete can be added into the pouring groove for pouring, and the steel bars are poured and fixed in the first assembling plate and the second assembling plate.

Optionally, the adaptation groove has all been seted up to the both sides face of assembly plate two, adaptation groove and pivot looks adaptation through this technical scheme, can be with the pivot joint in the inside in adaptation groove to can be connected assembly plate two with splint one and splint two.

Optionally, the outer fixed surface of pivot is connected with spacing post, the one end fixedly connected with limiting plate in adaptation groove is kept away from to spacing post, through this technical scheme, can block the inside in adaptation groove with the pivot through rotatory limiting plate, when adding the concrete to the inside of assembly plate two and splint one and splint two and pouring, can carry on spacingly through spacing post countershaft, increases the stability between assembly plate two and splint one and the splint two.

Optionally, the two non-adjacent side faces of the two adapting blocks are fixedly connected with limiting rods, the first assembling plate and the second assembling plate can be clamped together through the limiting rods, and meanwhile, the first adapting blocks can be limited, so that the situation of wall body fracture is avoided.

Compared with the prior art, this prefabricated assembled shear force wall of building possesses following beneficial effect:

1. the utility model discloses a set up adaptation piece one and adaptation piece two, can be in the same place assembly plate one and two joints of assembly plate, through setting up the joint piece, draw-in groove and spring, can play the cushioning effect to the wall body, when meetting the earthquake, can strengthen the toughness of wall body, thereby the shock resistance of wall body has been strengthened, through setting up splint one and splint two, when assembly plate one and assembly plate two assemble and accomplish, can add the concrete to the inside of splint one and splint two, thereby can strengthen the hardness of wall body, through setting up the pivot, can be connected splint one and splint two and assembly plate two, strengthen the stability of wall.

2. The utility model discloses an inside in reinforcing bar hole is pegged graft and is had the reinforcing bar, and the reinforcing bar runs through assembly plate one and assembly plate two, through this technical scheme, can consolidate assembly plate one and assembly plate two, increases the bearing capacity of shear force wall, has seted up through the upper surface of assembly plate one and has pour the groove, and the diameter value of pouring the groove is greater than the diameter value in reinforcing bar hole, through this technical scheme, can pour to the inside concrete that adds of pouring the groove, pours the reinforcing bar and fixes the inside at assembly plate one and assembly plate two.

3. Through the technical scheme, the rotating shaft can be clamped in the adapting groove, so that the assembling plate II can be connected with the clamp plate I and the clamp plate II, the limiting column is fixedly connected with the outer surface of the rotating shaft, one end of the limiting column, which is far away from the adapting groove, is fixedly connected with the limiting plate, through the technical scheme, the rotating shaft can be clamped into the adapting groove through rotating the limiting plate, when concrete is added into the assembling plate II, the clamp plate I and the clamp plate II for pouring, the rotating shaft can be limited through the limiting column, the stability between the assembling plate II and the clamp plate I and the clamp plate II is improved, the limiting rods are fixedly connected with the two side surfaces, which are not adjacent to each other, of the adapting block II, and through the technical scheme, the assembling plate I and the assembling plate II can be clamped together through the limiting rods, meanwhile, the first adaptive block can be limited, and the situation of wall body fracture is avoided.

Drawings

FIG. 1 is a perspective view of the present invention;

FIG. 2 is a perspective view of a first assembly plate and a second assembly plate of the present invention;

FIG. 3 is a cross-sectional view of the clamp block, the clamp groove and the spring of the present invention;

fig. 4 is a top perspective view of the mounting plate of the present invention;

FIG. 5 is a side sectional view of the rotating shaft of the present invention;

fig. 6 is a side perspective view of the present invention.

In the figure: 1-assembly plate I, 2-assembly plate II, 3-adaptation block I, 4-adaptation block II, 5-limiting rod, 6-clamping block, 7-clamping groove, 8-spring, 9-reinforcing bar hole, 10-reinforcing bar, 11-pouring groove, 12-clamping plate I, 13-clamping plate II, 14-adaptation groove, 15-rotating shaft, 16-limiting column, 17-limiting plate and 18-bottom plate.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-6, the present invention provides a technical solution: a building prefabricated assembly type shear wall comprises an assembly plate I1, an assembly plate II 2 is arranged below the assembly plate I1, adaptation grooves 14 are formed in two side faces of the assembly plate II 2, the adaptation grooves 14 are adapted to a rotating shaft 15, the rotating shaft 15 can be clamped in the adaptation grooves 14 through the technical scheme, so that the assembly plate II 2 can be connected with a clamping plate I12 and a clamping plate II 13, an adaptation block I3 is fixedly connected to the bottom face of the assembly plate I1, an adaptation block II 4 is fixedly connected to the upper surface of the assembly plate II 2, the adaptation block I3 is adapted to the adaptation block II 4, two side faces, which are not adjacent to each other, of the adaptation block II 4 are fixedly connected with limiting rods 5, through the technical scheme, the assembly plate I1 and the assembly plate II 2 can be clamped together through the limiting rods 5, meanwhile, the adaptation block I3 can be limited, the situation of wall body fracture is avoided, clamping blocks 6 are fixedly connected to two ends of the upper surface of the assembly plate II 2, clamping grooves 7 are formed in the two ends of the bottom surface of the first adaptive block 3, springs 8 are fixedly connected to the inner walls of the clamping grooves 7, and the clamping blocks 6 are matched with the clamping grooves 7.

The technical scheme includes that a reinforcing steel bar hole 9 is formed in each of a first assembly plate 1 and a second assembly plate 2, a reinforcing steel bar 10 is inserted into the reinforcing steel bar hole 9, the reinforcing steel bar 10 penetrates through the first assembly plate 1 and the second assembly plate 2, the first assembly plate 1 and the second assembly plate 2 can be reinforced through the technical scheme, the bearing capacity of the shear wall is increased, a pouring groove 11 is formed in the upper surface of the first assembly plate 1, the diameter value of the pouring groove 11 is larger than that of the reinforcing steel bar hole 9, concrete can be added into the pouring groove 11 for pouring through the technical scheme, the reinforcing steel bar 10 is poured and fixed into the first assembly plate 1 and the second assembly plate 2, a bottom plate 18 is fixedly connected to the bottom surface of the second assembly plate 2, a first clamping plate 12 and a second clamping plate 13 are fixedly connected to the upper surface of the bottom plate 18, a rotating shaft 15 is connected to internal threads of the first clamping plate 12 and the second clamping plate 13, a limiting column 16 is fixedly connected to the outer surface, through this technical scheme, can go into the inside of adaptation groove 14 with pivot 15 card through rotatory limiting plate 17, when adding the concrete to the inside of two 2 and splint one 12 of assembly plate and splint two 13 and pour, can carry on spacingly to pivot 15 through spacing post 16, increase the stability between two 2 and splint one 12 of assembly plate and the splint two 13.

During the use, at first carry out the joint with assembly plate one 1 and assembly plate two 2 through adaptation piece one 3 and adaptation piece two 4, gag lever post 5 can be spacing to adaptation piece one 3, thereby can make assembly plate one 1 and assembly plate two 2 joints firm, with the inside of joint piece 6 interpolation draw-in groove 7, when the earthquake appears, can carry out the shock attenuation to the wall body through spring 8, thereby can play the purpose of buffering to the wall body, when accomplishing assembly plate one 1 and assembly plate two 2 assembly, add the concrete between assembly plate two 2 and splint one 12 and splint two 13, thereby can accomplish the wall body assembly.

In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "disposed," "connected," "fixed," "screwed" and the like are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; they may be directly connected or indirectly connected through an intermediate medium, and may be connected through the inside of two elements or in an interaction relationship between two elements, unless otherwise specifically defined, and the specific meaning of the above terms in the present invention will be understood by those skilled in the art according to specific situations.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a building prefabricated assembled shear force wall, includes assembly plate one (1), its characterized in that: an assembly plate II (2) is arranged below the assembly plate I (1), an adaptation block I (3) is fixedly connected to the bottom surface of the assembly plate I (1), an adaptation block II (4) is fixedly connected to the upper surface of the assembly plate II (2), the adaptation block I (3) is adapted to the adaptation block II (4), clamping blocks (6) are fixedly connected to two ends of the upper surface of the assembly plate II (2), clamping grooves (7) are formed in two ends of the bottom surface of the adaptation block I (3), springs (8) are fixedly connected to the inner wall of the clamping grooves (7), the clamping blocks (6) are adapted to the clamping grooves (7), reinforcing steel bar holes (9) are formed in the assembly plate I (1) and the assembly plate II (2), a bottom plate (18) is fixedly connected to the bottom surface of the assembly plate II (2), a clamp plate I (12) and a clamp plate II (13) are fixedly connected to the upper surface of the bottom plate (18), the inner threads of the first clamping plate (12) and the second clamping plate (13) are connected with a rotating shaft (15).

2. The prefabricated shear wall of claim 1, wherein: the reinforcing steel bar hole (9) is internally inserted with a reinforcing steel bar (10), and the reinforcing steel bar (10) penetrates through the first assembly plate (1) and the second assembly plate (2).

3. The prefabricated shear wall of claim 1, wherein: the upper surface of the assembly plate I (1) is provided with a pouring groove (11), and the diameter value of the pouring groove (11) is larger than that of the reinforcing steel bar hole (9).

4. The prefabricated shear wall of claim 1, wherein: adaptation groove (14) have all been seted up to the both sides face of assembly plate two (2), adaptation groove (14) and pivot (15) looks adaptation.

5. The prefabricated shear wall of claim 1, wherein: the outer fixed surface of pivot (15) is connected with spacing post (16), one end fixedly connected with limiting plate (17) of adaptation groove (14) are kept away from in spacing post (16).

6. The prefabricated shear wall of claim 1, wherein: and two non-adjacent side surfaces of the second adapting blocks (4) are fixedly connected with limiting rods (5).