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A platform for research: civil engineering, architecture and urbanism
Concrete module system of integrated reinforcement cage shear wall and construction method
The invention belongs to the technical field of modular construction, and particularly relates to a concrete module system of an integrated reinforcement cage shear wall and a construction method, in the system, protruding reinforcement cages are pre-buried in first wall shells in a first module and a second module, and protruding pull structure reinforcing bars are pre-buried in first beam shells. The method comprises the following steps: placing a first module; a second module is placed, and a second stirrup is placed; a lap joint rib is pre-buried between the first module and the second module; a third module is placed, and a second stirrup is placed; a lap joint rib is pre-buried between the second module and the third module; splicing an upper layer module; and the second vertical stress ribs are connected. Therefore, the module of the system adopts the structural form of the first wall shell and the first beam shell, so that the first wall shell and the first beam shell participate in stress, the occupied space of the second shear wall and the beam is reduced, and the usable area of a building is increased. By means of the method, application of the concrete module system in engineering is achieved.
本发明属于模块化建造技术领域，尤其涉及一种集成钢筋笼剪力墙的混凝土模块体系及施工方法，该体系中第一模块和第二模块中的第一墙壳预埋有凸出的钢筋笼，第一梁壳预埋有凸出的拉结构造筋。该方法步骤：放置第一模块；放置第二模块，放置第二箍筋；在第一模块和第二模块之间预埋搭接筋；放置第三模块，放置第二箍筋；在第二模块和第三模块之间预埋搭接筋；拼接上层模块；连接第二竖向受力筋。由此，该体系的模块采用了第一墙壳和第一梁壳的构造形式，使得第一墙壳和第一梁壳参与受力，从而减少了第二剪力墙和梁的占用空间，增加了建筑的使用面积。该方法实现了该混凝土模块体系在工程中的应用。
Concrete module system of integrated reinforcement cage shear wall and construction method
The invention belongs to the technical field of modular construction, and particularly relates to a concrete module system of an integrated reinforcement cage shear wall and a construction method, in the system, protruding reinforcement cages are pre-buried in first wall shells in a first module and a second module, and protruding pull structure reinforcing bars are pre-buried in first beam shells. The method comprises the following steps: placing a first module; a second module is placed, and a second stirrup is placed; a lap joint rib is pre-buried between the first module and the second module; a third module is placed, and a second stirrup is placed; a lap joint rib is pre-buried between the second module and the third module; splicing an upper layer module; and the second vertical stress ribs are connected. Therefore, the module of the system adopts the structural form of the first wall shell and the first beam shell, so that the first wall shell and the first beam shell participate in stress, the occupied space of the second shear wall and the beam is reduced, and the usable area of a building is increased. By means of the method, application of the concrete module system in engineering is achieved.
本发明属于模块化建造技术领域，尤其涉及一种集成钢筋笼剪力墙的混凝土模块体系及施工方法，该体系中第一模块和第二模块中的第一墙壳预埋有凸出的钢筋笼，第一梁壳预埋有凸出的拉结构造筋。该方法步骤：放置第一模块；放置第二模块，放置第二箍筋；在第一模块和第二模块之间预埋搭接筋；放置第三模块，放置第二箍筋；在第二模块和第三模块之间预埋搭接筋；拼接上层模块；连接第二竖向受力筋。由此，该体系的模块采用了第一墙壳和第一梁壳的构造形式，使得第一墙壳和第一梁壳参与受力，从而减少了第二剪力墙和梁的占用空间，增加了建筑的使用面积。该方法实现了该混凝土模块体系在工程中的应用。
Concrete module system of integrated reinforcement cage shear wall and construction method
一种集成钢筋笼剪力墙的混凝土模块体系及施工方法
WANG QIONG (author) / CHEN JUNSONG (author) / MENG HUI (author) / LI CHAO (author) / LI ZHEJING (author) / ZHANG ZONGJUN (author) / ZHAO BAOJUN (author) / ZHOU BIAO (author) / YAN CHEN (author) / SHI SHENGQI (author)
2024-10-22
Patent
Electronic Resource
Chinese
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