A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of prefabricated hollow laminated shear wall
The invention relates to the technical field of building construction, in particular to a prefabricated hollow superposed shear wall construction method.According to the technical scheme, measurement construction is conducted on a preset construction site to obtain a preset construction position, and according to preset construction conditions, a plurality of prefabricated wallboards are installed to the preset construction position at intervals one by one; sequentially carrying out steel bar binding in all the post-pouring cavities, carrying out formwork erecting construction on all the post-pouring cavities, carrying out prefabricated slab layer mounting construction on the top of the building frame to be formed, carrying out steel bar binding construction on a cast-in-place layer, and completing concrete pouring construction. According to the invention, the pouring cavities between the prefabricated wall panels are connected by adopting a formwork pouring mode during use, the prefabricated wall bodies do not need to be connected by adopting a sleeve grouting mode any more, and meanwhile, the weight of a building structure can also be reduced.
本发明涉及建筑施工技术领域，特别涉及一种预制空心叠合剪力墙施工方法，本发明技术方案通过设置在预设施工场地，进行测量施工，以获得预设施工位置，按照预设施工条件，将多个预制墙板逐块间隔安装至预设施工位置，以围合形成待成型建筑框，依次在所有后浇腔室中进行钢筋绑扎以及对各后浇腔室进行支模施工，在待成型建筑框的顶部进行预制板层安装施工，对现浇层进行钢筋绑扎施工，并完成混凝土浇筑施工，使得本发明在使用时通过采用支模浇筑的方式对预制墙板之间的浇筑腔室进行连接，不需要再采用套筒灌浆的方式对预制墙体进行连接，同时也使得建筑结构的重量可以降低。
Construction method of prefabricated hollow laminated shear wall
The invention relates to the technical field of building construction, in particular to a prefabricated hollow superposed shear wall construction method.According to the technical scheme, measurement construction is conducted on a preset construction site to obtain a preset construction position, and according to preset construction conditions, a plurality of prefabricated wallboards are installed to the preset construction position at intervals one by one; sequentially carrying out steel bar binding in all the post-pouring cavities, carrying out formwork erecting construction on all the post-pouring cavities, carrying out prefabricated slab layer mounting construction on the top of the building frame to be formed, carrying out steel bar binding construction on a cast-in-place layer, and completing concrete pouring construction. According to the invention, the pouring cavities between the prefabricated wall panels are connected by adopting a formwork pouring mode during use, the prefabricated wall bodies do not need to be connected by adopting a sleeve grouting mode any more, and meanwhile, the weight of a building structure can also be reduced.
本发明涉及建筑施工技术领域，特别涉及一种预制空心叠合剪力墙施工方法，本发明技术方案通过设置在预设施工场地，进行测量施工，以获得预设施工位置，按照预设施工条件，将多个预制墙板逐块间隔安装至预设施工位置，以围合形成待成型建筑框，依次在所有后浇腔室中进行钢筋绑扎以及对各后浇腔室进行支模施工，在待成型建筑框的顶部进行预制板层安装施工，对现浇层进行钢筋绑扎施工，并完成混凝土浇筑施工，使得本发明在使用时通过采用支模浇筑的方式对预制墙板之间的浇筑腔室进行连接，不需要再采用套筒灌浆的方式对预制墙体进行连接，同时也使得建筑结构的重量可以降低。
Construction method of prefabricated hollow laminated shear wall
预制空心叠合剪力墙施工方法
LI WEN (author) / JING RUI (author) / ZHANG CHENGHAO (author) / CHEN XIWANG (author) / YUAN TENGFEI (author) / DU XING (author) / XING JIAN (author)
2023-11-07
Patent
Electronic Resource
Chinese
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