Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Integral assembly type shear wall structure steel bar construction method
The invention discloses an integral assembly type shear wall structure steel bar construction method which comprises the following steps: selecting a template with a preset size for building so as to assemble a template frame; a plurality of sliding plates and clamping assemblies on the sliding plates are slidably installed on the two sides of the formwork frame in the length direction of the formwork frame; the steel bars are placed in the formwork frame according to the preset direction, and the ends of the steel bars are exposed out of the two sides of the formwork frame; the sliding plate is moved to a preset position, the clamping assembly is used for clamping the end of the steel bar, and then the limiting assembly is used for limiting the position of the sliding plate; and concrete is poured into the formwork frame, and the shear wall is formed. During use, the stability of the steel bars in the shear wall construction process can be improved, the forming quality of the shear wall is improved, and the building construction efficiency can be improved.
本申请公开了一种整体装配式剪力墙结构钢筋施工方法，其包括：选择预定尺寸的模板进行搭建，以组装成模板框；将多个滑板以及滑板上的夹持组件沿模板框长度方向滑动安装在模板框的两侧；将钢筋按照预定方向放置在模板框内，并将钢筋的端部露出模板框的两侧；移动滑板至预定位置，利用夹持组件夹持钢筋的端部，再利用限位组件限制住滑板的位置；往模板框内浇筑混凝土，待剪力墙成型。本申请在使用时，能够提高钢筋在剪力墙施工过程中的稳定性，提高剪力墙的成型质量，有助于提高建筑施工效率。
Integral assembly type shear wall structure steel bar construction method
The invention discloses an integral assembly type shear wall structure steel bar construction method which comprises the following steps: selecting a template with a preset size for building so as to assemble a template frame; a plurality of sliding plates and clamping assemblies on the sliding plates are slidably installed on the two sides of the formwork frame in the length direction of the formwork frame; the steel bars are placed in the formwork frame according to the preset direction, and the ends of the steel bars are exposed out of the two sides of the formwork frame; the sliding plate is moved to a preset position, the clamping assembly is used for clamping the end of the steel bar, and then the limiting assembly is used for limiting the position of the sliding plate; and concrete is poured into the formwork frame, and the shear wall is formed. During use, the stability of the steel bars in the shear wall construction process can be improved, the forming quality of the shear wall is improved, and the building construction efficiency can be improved.
本申请公开了一种整体装配式剪力墙结构钢筋施工方法，其包括：选择预定尺寸的模板进行搭建，以组装成模板框；将多个滑板以及滑板上的夹持组件沿模板框长度方向滑动安装在模板框的两侧；将钢筋按照预定方向放置在模板框内，并将钢筋的端部露出模板框的两侧；移动滑板至预定位置，利用夹持组件夹持钢筋的端部，再利用限位组件限制住滑板的位置；往模板框内浇筑混凝土，待剪力墙成型。本申请在使用时，能够提高钢筋在剪力墙施工过程中的稳定性，提高剪力墙的成型质量，有助于提高建筑施工效率。
Integral assembly type shear wall structure steel bar construction method
一种整体装配式剪力墙结构钢筋施工方法
QIN XU (Autor:in) / LIN RONGQIN (Autor:in) / YE LU (Autor:in)
01.11.2022
Patent
Elektronische Ressource
Chinesisch
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