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A platform for research: civil engineering, architecture and urbanism
Construction method of inclined column conversion frame shear wall structure
The invention discloses a construction method of an inclined column conversion frame shear wall structure. The construction method comprises the following steps that inclined strut assemblies are installed on a to-be-constructed plane; after the inclined strut assemblies are installed, steel supporting beams are installed at the inclined strut assemblies to form a supporting structure, concrete is poured on the supporting structure, and the inclined strut assemblies, the steel supporting beams and the concrete are combined to form a shear wall; after construction of the shear wall is completed, inclined columns are installed on the lower columns outside the shear wall; after the batter post is installed, at least two supporting beams are installed between the batter post and the shear wall, and any two supporting beams are arranged in a spaced mode so as to support the batter post. And the diagonal bracing assembly improves the shear bearing capacity of the shear wall. The bearing force transmitted by the upper column is transferred into the force in the horizontal direction through the inclined column, the force is transmitted into the shear wall through the supporting beam, the force is transmitted and dispersed in cooperation with the inclined strut assembly, the overall structure is simple and reasonable, the shear bearing capacity is high, the connection reliability is ensured, and the problem that concrete cracks are caused by large horizontal force generated by inclination of the inclined column is solved.
本发明公开一种斜柱转换框架剪力墙结构的施工方法，包括以下步骤：在待施工平面安装斜撑组件；斜撑组件安装完成后，在斜撑组件处安装钢支撑梁形成支撑结构，并在支撑结构上浇筑混凝土，斜撑组件、钢支撑梁和混凝土结合形成剪力墙；剪力墙施工完成后，在剪力墙外的下柱上安装斜柱；斜柱安装完成后，在斜柱与剪力墙之间安装至少两个支撑梁，任意两个支撑梁相互间隔设置，以支撑斜柱。斜撑组件提高了剪力墙的抗剪承载能力。斜柱将上柱传递的承载力转移为水平方向的力，通过支撑梁传递至剪力墙中，配合斜撑组件进行力的传递分散，整体结构简单合理，抗剪承载能力强，确保了连接的可靠性，解决的了因斜柱倾斜产生较大水平力导致混凝土裂缝的问题。
Construction method of inclined column conversion frame shear wall structure
The invention discloses a construction method of an inclined column conversion frame shear wall structure. The construction method comprises the following steps that inclined strut assemblies are installed on a to-be-constructed plane; after the inclined strut assemblies are installed, steel supporting beams are installed at the inclined strut assemblies to form a supporting structure, concrete is poured on the supporting structure, and the inclined strut assemblies, the steel supporting beams and the concrete are combined to form a shear wall; after construction of the shear wall is completed, inclined columns are installed on the lower columns outside the shear wall; after the batter post is installed, at least two supporting beams are installed between the batter post and the shear wall, and any two supporting beams are arranged in a spaced mode so as to support the batter post. And the diagonal bracing assembly improves the shear bearing capacity of the shear wall. The bearing force transmitted by the upper column is transferred into the force in the horizontal direction through the inclined column, the force is transmitted into the shear wall through the supporting beam, the force is transmitted and dispersed in cooperation with the inclined strut assembly, the overall structure is simple and reasonable, the shear bearing capacity is high, the connection reliability is ensured, and the problem that concrete cracks are caused by large horizontal force generated by inclination of the inclined column is solved.
本发明公开一种斜柱转换框架剪力墙结构的施工方法，包括以下步骤：在待施工平面安装斜撑组件；斜撑组件安装完成后，在斜撑组件处安装钢支撑梁形成支撑结构，并在支撑结构上浇筑混凝土，斜撑组件、钢支撑梁和混凝土结合形成剪力墙；剪力墙施工完成后，在剪力墙外的下柱上安装斜柱；斜柱安装完成后，在斜柱与剪力墙之间安装至少两个支撑梁，任意两个支撑梁相互间隔设置，以支撑斜柱。斜撑组件提高了剪力墙的抗剪承载能力。斜柱将上柱传递的承载力转移为水平方向的力，通过支撑梁传递至剪力墙中，配合斜撑组件进行力的传递分散，整体结构简单合理，抗剪承载能力强，确保了连接的可靠性，解决的了因斜柱倾斜产生较大水平力导致混凝土裂缝的问题。
Construction method of inclined column conversion frame shear wall structure
斜柱转换框架剪力墙结构的施工方法
ZHAO SONGLIN (author) / ZHU ZUJING (author) / MIAO JIARONG (author) / LYU PENG (author) / WANG YANJUN (author)
2022-03-25
Patent
Electronic Resource
Chinese
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