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A platform for research: civil engineering, architecture and urbanism
Self-compacting concrete filled steel tube bundle shear wall structure
The invention relates to the field of steel tube bundle shear walls, and discloses a self-compacting concrete filled steel tube bundle shear wall structure which comprises an L-shaped or T-shaped steel tube bundle wall body unit, the height of the steel tube bundle wall body unit is 9 meters, a plurality of exhaust holes are formed in the steel tube bundle wall body unit, and the steel tube bundle wall body unit is formed by fixedly connecting a plurality of rectangular steel tubes side by side. And self-compacting concrete is cast in the rectangular steel pipe in situ. According to the technical scheme, the steel tube bundle shear wall can be thinned to 135 mm, and a considerable usable area can be increased in a commercial house. The shear wall (column), the beam, the plate and the wall can be assembled, the assembly rate of 70% can be easily achieved when the structure is used in a high-rise housing, and the ductility and the bearing capacity of the structure are both better than those of a common shear wall structure. A large amount of scaffold and formwork operation in the construction process of a traditional main body structure is eliminated, the number of labor service personnel in the construction process is reduced, and management of personnel safety and environmental protection is facilitated.
本发明涉及钢管束剪力墙领域，公开了一种自密实的钢管混凝土束剪力墙结构，包括L型或T型的钢管束墙体单元，钢管束墙体单元高9米，钢管束墙体单元上设有若干排气孔，钢管束墙体单元由若干矩形钢管并排固定连接形成，矩形钢管内现浇有自密实混凝土。本发明技术方案钢管束剪力墙，可以薄至135mm，在商品住宅中，可以多出可观的使用面积。从剪力墙(柱)、梁、板、墙，都可以实现装配，用作高层住宅中，可以轻松实现70％的装配率，且该结构延性、承载力均好于普通剪力墙结构。淘汰了传统主体结构施工过程中大量的脚手架及模板作业，建造过程降低了劳务人员数量，也利于人员安全及环保方面的管理。
Self-compacting concrete filled steel tube bundle shear wall structure
The invention relates to the field of steel tube bundle shear walls, and discloses a self-compacting concrete filled steel tube bundle shear wall structure which comprises an L-shaped or T-shaped steel tube bundle wall body unit, the height of the steel tube bundle wall body unit is 9 meters, a plurality of exhaust holes are formed in the steel tube bundle wall body unit, and the steel tube bundle wall body unit is formed by fixedly connecting a plurality of rectangular steel tubes side by side. And self-compacting concrete is cast in the rectangular steel pipe in situ. According to the technical scheme, the steel tube bundle shear wall can be thinned to 135 mm, and a considerable usable area can be increased in a commercial house. The shear wall (column), the beam, the plate and the wall can be assembled, the assembly rate of 70% can be easily achieved when the structure is used in a high-rise housing, and the ductility and the bearing capacity of the structure are both better than those of a common shear wall structure. A large amount of scaffold and formwork operation in the construction process of a traditional main body structure is eliminated, the number of labor service personnel in the construction process is reduced, and management of personnel safety and environmental protection is facilitated.
本发明涉及钢管束剪力墙领域，公开了一种自密实的钢管混凝土束剪力墙结构，包括L型或T型的钢管束墙体单元，钢管束墙体单元高9米，钢管束墙体单元上设有若干排气孔，钢管束墙体单元由若干矩形钢管并排固定连接形成，矩形钢管内现浇有自密实混凝土。本发明技术方案钢管束剪力墙，可以薄至135mm，在商品住宅中，可以多出可观的使用面积。从剪力墙(柱)、梁、板、墙，都可以实现装配，用作高层住宅中，可以轻松实现70％的装配率，且该结构延性、承载力均好于普通剪力墙结构。淘汰了传统主体结构施工过程中大量的脚手架及模板作业，建造过程降低了劳务人员数量，也利于人员安全及环保方面的管理。
Self-compacting concrete filled steel tube bundle shear wall structure
一种自密实的钢管混凝土束剪力墙结构
WU YONGMEI (author) / CHAI SHAOQIANG (author) / XIONG BIN (author) / YI KUNYANG (author) / JIN CHUAN (author) / WANG BAOQING (author)
2024-08-13
Patent
Electronic Resource
Chinese
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