Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Semi-prefabricated shear wall construction method
The invention relates to the technical field of building shear walls, in particular to a semi-prefabricated shear wall construction method which comprises the following steps: S1, prefabricating a shear wall plate: binding a reinforcing mesh, pouring prefabricated concrete, and before the shear wall plate is formed, performing rough surface treatment on the wall surface on one transverse side, and arranging supporting points on the wall surface on the other transverse side; s2, field installation of the shear wallboards: installing a temporary supporting structure, oppositely supporting and fixing the surfaces, subjected to rough surface treatment, of the two shear wallboards through the supporting structure, and forming an interlayer space between the two shear wallboards; and S3, cast-in-place concrete pouring is conducted, specifically, cast-in-place concrete is poured in the interlayer space, the supporting structure is dismantled after the cast-in-place concrete in the interlayer space is solidified, and shear wall construction is completed. Steel bars do not need to be bound on a construction site, shear wall formworks do not need to be additionally erected either, operation is convenient, the construction period is shortened, and the construction cost is lower; compared with an integrally prefabricated shear wall, the shear wall plate is thinner, lower in weight and more convenient to transport and hoist.
本发明涉及建筑剪力墙技术领域，特别是一种半预制剪力墙施工方法，包括以下步骤：S1，预制剪力墙板：绑扎钢筋网，浇筑预制混凝土，剪力墙板成型前，横向一侧墙面为毛面处理，横向另一侧墙面设置支撑点；S2，剪力墙板现场安装：安装临时支撑结构，通过支撑结构将两块剪力墙板毛面处理的一面相对支撑固定，两块剪力墙板之间形成夹层空间；S3，现浇混凝土浇筑：在夹层空间中浇筑现浇混凝土，夹层空间中现浇混凝土凝固后拆除支撑结构，完成剪力墙施工。本发明不需要在施工现场绑扎钢筋，也不需要额外支设剪力墙模板，操作方便，缩短施工周期，施工成本更低；剪力墙板厚度相对于整体预制的剪力墙，厚度更薄、重量更低，运输和吊装施工更方便。
Semi-prefabricated shear wall construction method
The invention relates to the technical field of building shear walls, in particular to a semi-prefabricated shear wall construction method which comprises the following steps: S1, prefabricating a shear wall plate: binding a reinforcing mesh, pouring prefabricated concrete, and before the shear wall plate is formed, performing rough surface treatment on the wall surface on one transverse side, and arranging supporting points on the wall surface on the other transverse side; s2, field installation of the shear wallboards: installing a temporary supporting structure, oppositely supporting and fixing the surfaces, subjected to rough surface treatment, of the two shear wallboards through the supporting structure, and forming an interlayer space between the two shear wallboards; and S3, cast-in-place concrete pouring is conducted, specifically, cast-in-place concrete is poured in the interlayer space, the supporting structure is dismantled after the cast-in-place concrete in the interlayer space is solidified, and shear wall construction is completed. Steel bars do not need to be bound on a construction site, shear wall formworks do not need to be additionally erected either, operation is convenient, the construction period is shortened, and the construction cost is lower; compared with an integrally prefabricated shear wall, the shear wall plate is thinner, lower in weight and more convenient to transport and hoist.
本发明涉及建筑剪力墙技术领域，特别是一种半预制剪力墙施工方法，包括以下步骤：S1，预制剪力墙板：绑扎钢筋网，浇筑预制混凝土，剪力墙板成型前，横向一侧墙面为毛面处理，横向另一侧墙面设置支撑点；S2，剪力墙板现场安装：安装临时支撑结构，通过支撑结构将两块剪力墙板毛面处理的一面相对支撑固定，两块剪力墙板之间形成夹层空间；S3，现浇混凝土浇筑：在夹层空间中浇筑现浇混凝土，夹层空间中现浇混凝土凝固后拆除支撑结构，完成剪力墙施工。本发明不需要在施工现场绑扎钢筋，也不需要额外支设剪力墙模板，操作方便，缩短施工周期，施工成本更低；剪力墙板厚度相对于整体预制的剪力墙，厚度更薄、重量更低，运输和吊装施工更方便。
Semi-prefabricated shear wall construction method
一种半预制剪力墙施工方法
WANG YUNAN (Autor:in) / ZHANG YIDAO (Autor:in)
10.10.2023
Patent
Elektronische Ressource
Chinesisch
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