Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of prefabricated multi-layer composite shear wall and local laminated slab connecting structure
The invention provides a construction method of a prefabricated multi-layer composite shear wall and local laminated slab connecting structure. The construction method comprises the following steps of S1, prefabricated part manufacturing, S2, multi-layer composite shear wall unit mounting, S3, bracket assembly mounting, S4, local laminated slab unit mounting, S6, on-site additional connecting steel bar construction, S7, concrete post-pouring area pouring and S8, bracket assembly dismounting. The construction method comprises the steps of S1, prefabricated part manufacturing, S2, multi-layer composite shear wall unit mounting, S3, bracket assembly mounting, S4, local laminated slab unit mounting, S6, on-site additional connecting steel bar construction, S7, concrete post-pouring area pouring and S8, bracket assembly dismounting. Compared with the prior art, the method has the advantages that the floor slab can be free of support, the number of components can be greatly reduced, the hoisting efficiency is improved, steel bar interference between the prefabricated floor slab and the wallboard can be avoided, the prefabricated floor slab and the wallboard are both prefabricated parts, the floor slab is a local laminated slab, the cast-in-place workload is reduced, the construction procedure is simplified, and the construction efficiency is improved.
本发明提供了一种预制多层组合剪力墙与局部叠合板连接构造的施工方法，包括如下步骤：S1，预制构件制作，S2，多层组合剪力墙单元安装，S3，牛腿组件安装，S4，局部叠合板单元安装，S6，现场附加连接钢筋施工，S7，混凝土后浇区浇筑，S8，牛腿组件拆除。与现有技术相比，采用本发明，可实现楼板的免支撑，且可大大减少构件的数量，提高吊装效率，且能避免预制楼板和墙板之间的钢筋干涉，预制楼板和墙板均为预制件，且楼板为局部叠合板，减少了现浇工作量，简化了施工工序，提高了施工效率。
Construction method of prefabricated multi-layer composite shear wall and local laminated slab connecting structure
The invention provides a construction method of a prefabricated multi-layer composite shear wall and local laminated slab connecting structure. The construction method comprises the following steps of S1, prefabricated part manufacturing, S2, multi-layer composite shear wall unit mounting, S3, bracket assembly mounting, S4, local laminated slab unit mounting, S6, on-site additional connecting steel bar construction, S7, concrete post-pouring area pouring and S8, bracket assembly dismounting. The construction method comprises the steps of S1, prefabricated part manufacturing, S2, multi-layer composite shear wall unit mounting, S3, bracket assembly mounting, S4, local laminated slab unit mounting, S6, on-site additional connecting steel bar construction, S7, concrete post-pouring area pouring and S8, bracket assembly dismounting. Compared with the prior art, the method has the advantages that the floor slab can be free of support, the number of components can be greatly reduced, the hoisting efficiency is improved, steel bar interference between the prefabricated floor slab and the wallboard can be avoided, the prefabricated floor slab and the wallboard are both prefabricated parts, the floor slab is a local laminated slab, the cast-in-place workload is reduced, the construction procedure is simplified, and the construction efficiency is improved.
本发明提供了一种预制多层组合剪力墙与局部叠合板连接构造的施工方法，包括如下步骤：S1，预制构件制作，S2，多层组合剪力墙单元安装，S3，牛腿组件安装，S4，局部叠合板单元安装，S6，现场附加连接钢筋施工，S7，混凝土后浇区浇筑，S8，牛腿组件拆除。与现有技术相比，采用本发明，可实现楼板的免支撑，且可大大减少构件的数量，提高吊装效率，且能避免预制楼板和墙板之间的钢筋干涉，预制楼板和墙板均为预制件，且楼板为局部叠合板，减少了现浇工作量，简化了施工工序，提高了施工效率。
Construction method of prefabricated multi-layer composite shear wall and local laminated slab connecting structure
预制多层组合剪力墙与局部叠合板连接构造的施工方法
ZHOU QUAN (Autor:in) / YAO YANHUA (Autor:in) / LI SHUISHENG (Autor:in) / XU ZENGWU (Autor:in) / FANG ZUOWEI (Autor:in)
19.09.2023
Patent
Elektronische Ressource
Chinesisch
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