A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Fabricated shear wall and construction method thereof
The invention relates to an assembly type shear wall and a construction method thereof, and effectively solves the problems that the pressure resistance and the tensile resistance which can be borne by a connecting part of an existing assembly type shear wall are not high, the overall construction process is troublesome, and constructors cannot conveniently and quickly construct the shear wall. According to the technical scheme, according to the fabricated shear wall, the connecting positions of adjacent prefabricated frames are firmer through reinforcing plates, concrete is poured into connecting frames through the reinforcing plates so that all the prefabricated frames can be connected into a whole, and pressure-bearing pieces and tensile pieces are poured into the concrete in the adjacent connecting frames in a staggered mode; the pressure-bearing pieces and the tensile pieces can greatly improve the vertical load and the transverse load which can be borne by the whole shear wall, so that the firmness of connection between the prefabricated frames of the fabricated shear wall can be greatly improved, meanwhile, the construction mode of the shear wall is simple and convenient, and constructors can conveniently and rapidly complete the assembly work of the whole shear wall.
本发明涉及一种装配式剪力墙及其施工方法，本发明有效解决了现有的装配式剪力墙连接部位所能承受抗压性和抗拉性不强，整体施工工序较为麻烦，不便于施工人员方便快速的对剪力墙进行施工的问题；解决的技术方案包括：该装配式剪力墙通过加强板使相邻的预制框架连接处更加牢固，通过加强板向连接框架内浇筑混凝土能使各个预制框架均能连接成一个整体，使承压件和抗拉件以交错的形式浇筑在相邻连接框架内的混凝土中，承压件和抗拉件能大大提高剪力墙整体可承受的竖向荷载和横向荷载，从而能大大提高该装配式剪力墙各个预制框架之间连接的牢固性，同时该剪力墙施工方式简单方便，能使施工人员方便快速的完成整体剪力墙的装配工作。
Fabricated shear wall and construction method thereof
The invention relates to an assembly type shear wall and a construction method thereof, and effectively solves the problems that the pressure resistance and the tensile resistance which can be borne by a connecting part of an existing assembly type shear wall are not high, the overall construction process is troublesome, and constructors cannot conveniently and quickly construct the shear wall. According to the technical scheme, according to the fabricated shear wall, the connecting positions of adjacent prefabricated frames are firmer through reinforcing plates, concrete is poured into connecting frames through the reinforcing plates so that all the prefabricated frames can be connected into a whole, and pressure-bearing pieces and tensile pieces are poured into the concrete in the adjacent connecting frames in a staggered mode; the pressure-bearing pieces and the tensile pieces can greatly improve the vertical load and the transverse load which can be borne by the whole shear wall, so that the firmness of connection between the prefabricated frames of the fabricated shear wall can be greatly improved, meanwhile, the construction mode of the shear wall is simple and convenient, and constructors can conveniently and rapidly complete the assembly work of the whole shear wall.
本发明涉及一种装配式剪力墙及其施工方法，本发明有效解决了现有的装配式剪力墙连接部位所能承受抗压性和抗拉性不强，整体施工工序较为麻烦，不便于施工人员方便快速的对剪力墙进行施工的问题；解决的技术方案包括：该装配式剪力墙通过加强板使相邻的预制框架连接处更加牢固，通过加强板向连接框架内浇筑混凝土能使各个预制框架均能连接成一个整体，使承压件和抗拉件以交错的形式浇筑在相邻连接框架内的混凝土中，承压件和抗拉件能大大提高剪力墙整体可承受的竖向荷载和横向荷载，从而能大大提高该装配式剪力墙各个预制框架之间连接的牢固性，同时该剪力墙施工方式简单方便，能使施工人员方便快速的完成整体剪力墙的装配工作。
Fabricated shear wall and construction method thereof
一种装配式剪力墙及其施工方法
ZHANG DAYING (author) / WANG SHUMING (author) / YE YIFAN (author) / ZHANG DAYONG (author) / GU ZHANFEI (author) / XIE KUI (author) / XUE WEILIN (author) / SUN LUXIN (author) / FU JIALIN (author)
2024-04-05
Patent
Electronic Resource
Chinese
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