Assembly type ring rib buckling concrete shear wall system structure and construction method thereof

A concrete shear wall and construction method technology, applied in the direction of walls, building components, building structures, etc., can solve the problems affecting the construction progress and construction effect, and achieve the effect of reducing secondary movement and improving connection strength

Active Publication Date: 2021-06-04
江苏万年达建设集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] In view of the above-mentioned related technologies, the inventor believes that if the shear wall body cannot be accurately located at the specified position of the floor during the hoisting process, it will affect the later construction progress and construction effect

Method used

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  • Assembly type ring rib buckling concrete shear wall system structure and construction method thereof
  • Assembly type ring rib buckling concrete shear wall system structure and construction method thereof
  • Assembly type ring rib buckling concrete shear wall system structure and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment

[0045] like figure 1 and figure 2 As shown, a prefabricated ring-reinforced concrete shear wall system mainly includes a floor 1 and a shear wall 2 installed on the upper surface of the floor 1. The lower surface of the shear wall 2 is provided with a space for The groove 21 is a semicircle, the axial direction of the groove 21 is the same as the thickness direction of the shear wall 2 , and the groove 21 runs through the shear wall 2 in the axial direction.

[0046] like figure 2 and image 3 As shown, a positioning member 3 is also provided on the groove wall of the giving way slot 21; The shaft center, and the positioning pipe 31 is penetrated in the relinquishment groove 21, there are several support blocks 32 and are integrally connected to the pipe outer wall of the positioning pipe 31, and the pipe wall of the positioning pipe 31 is also provided with a number of through holes 311, filling The block 33 is formed by the solidification of mortar, so a part of the fi...

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PUM

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Abstract

The invention relates to an assembly type ring rib buckling concrete shear wall system structure and a construction method thereof. The shear wall system structure comprises a floor slab and a shear wall body installed on the upper surface of the floor slab, wherein a receding groove is formed in the lower surface of the shear wall body and penetrates through the shear wall body, and a positioning piece is arranged on the groove wall of the receding groove; and the positioning piece comprises a positioning pipe, a plurality of supporting blocks and a filling block, the positioning pipe is arranged in the receding groove in a penetrating mode, the supporting blocks are arranged on the outer wall of the positioning pipe, a plurality of through holes are formed in the pipe wall of the positioning pipe in a penetrating mode, the positioning pipe is filled with one part of the filling block, and the space between the outer wall of the positioning pipe and the groove wall of the receding groove is filled with the other part of the filling block. According to the invention, the shear wall body can be stably positioned at a specified position of the floor slab.

Description

technical field [0001] The present application relates to the field of prefabricated buildings, in particular to a prefabricated ring-reinforced concrete shear wall system structure and a construction method thereof. Background technique [0002] The prefabricated building is a new type of building in recent years. It is formed by assembling prefabricated components on the site, which can greatly save human resources and building materials. It is less affected by the weather, which greatly improves the construction progress; at the same time, it can reduce the emission of construction waste and harmful gases. [0003] The Chinese patent with the application number CN201911277919.4 discloses an assembled shear wall panel connection device, including a first connector for connecting to the top of the shear wall and a second connector for connecting to the bottom of the shear wall. A connecting piece, the first connecting piece includes a first mounting plate, and a plurality ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/00E04G21/00E04G21/18
CPCE04B2/00E04G21/00E04G21/1841
Inventor 嵇晓雷姜锦泉赵鑫王凯陈倩黄菊周传威黄玉跃
Owner 江苏万年达建设集团有限公司
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