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Fabricated floor and steel plate composite shear wall connecting structure and construction method thereof
The invention relates to a fabricated floor and steel plate combined shear wall connecting structure and a construction method thereof, and belongs to the technical field of steel structures. The fabricated floor and steel plate combined shear wall connecting structure comprises a pair of steel plate combined shear walls, and fabricated floors distributed perpendicular to the steel plate combined shear walls are arranged at the outer side ends of the two steel plate combined shear walls; supporting plates are arranged between the lower ends of the assembly type floor slabs and the steel plate combined shear wall, and a plurality of vertical connecting plates perpendicularly welded and fixed to the upper ends of the supporting plates are arranged between the assembly type floor slabs and the steel plate combined shear wall. A plurality of penetrating support steel bars which penetrate through the steel plate combined shear walls and are fixedly welded to the side ends of the vertical connecting plates in an attached mode are arranged in the two steel plate combined shear walls, and steel bar trusses distributed with the vertical connecting plates at intervals are arranged at the upper ends of the assembly type floor slabs. The problems that an existing structure is weak in connection and limited in force transmission are solved. Effective connection of plates and walls is ensured, and the construction speed is effectively increased.
本发明涉及一种装配式楼板与钢板组合剪力墙连接构造及其施工方法，所属钢结构技术领域，包括一对钢板组合剪力墙，两钢板组合剪力墙外侧端均设有与钢板组合剪力墙相垂直式分布的装配式楼板，所述的装配式楼板下端与钢板组合剪力墙间均设有托板，所述的装配式楼板与钢板组合剪力墙间设有若干与托板上端相垂直式焊接固定的竖向连接板，两钢板组合剪力墙内设有若干贯穿钢板组合剪力墙且与竖向连接板侧端相贴合焊接固定的贯穿支座钢筋，所述的装配式楼板上端设有与竖向连接板相间隔分布的钢筋桁架。解决了现有结构连接薄弱和传力受限的问题。保证板、墙有效连接，有效提高施工速度。
Fabricated floor and steel plate composite shear wall connecting structure and construction method thereof
The invention relates to a fabricated floor and steel plate combined shear wall connecting structure and a construction method thereof, and belongs to the technical field of steel structures. The fabricated floor and steel plate combined shear wall connecting structure comprises a pair of steel plate combined shear walls, and fabricated floors distributed perpendicular to the steel plate combined shear walls are arranged at the outer side ends of the two steel plate combined shear walls; supporting plates are arranged between the lower ends of the assembly type floor slabs and the steel plate combined shear wall, and a plurality of vertical connecting plates perpendicularly welded and fixed to the upper ends of the supporting plates are arranged between the assembly type floor slabs and the steel plate combined shear wall. A plurality of penetrating support steel bars which penetrate through the steel plate combined shear walls and are fixedly welded to the side ends of the vertical connecting plates in an attached mode are arranged in the two steel plate combined shear walls, and steel bar trusses distributed with the vertical connecting plates at intervals are arranged at the upper ends of the assembly type floor slabs. The problems that an existing structure is weak in connection and limited in force transmission are solved. Effective connection of plates and walls is ensured, and the construction speed is effectively increased.
本发明涉及一种装配式楼板与钢板组合剪力墙连接构造及其施工方法，所属钢结构技术领域，包括一对钢板组合剪力墙，两钢板组合剪力墙外侧端均设有与钢板组合剪力墙相垂直式分布的装配式楼板，所述的装配式楼板下端与钢板组合剪力墙间均设有托板，所述的装配式楼板与钢板组合剪力墙间设有若干与托板上端相垂直式焊接固定的竖向连接板，两钢板组合剪力墙内设有若干贯穿钢板组合剪力墙且与竖向连接板侧端相贴合焊接固定的贯穿支座钢筋，所述的装配式楼板上端设有与竖向连接板相间隔分布的钢筋桁架。解决了现有结构连接薄弱和传力受限的问题。保证板、墙有效连接，有效提高施工速度。
Fabricated floor and steel plate composite shear wall connecting structure and construction method thereof
装配式楼板与钢板组合剪力墙连接构造及其施工方法
ZHOU GUANGEN (author) / ZHOU XIONGLIANG (author) / NI JIANWEI (author) / CHEN QIN (author) / CHEN WEIGANG (author) / SHEN MENGYING (author) / SHI HUADONG (author)
2023-03-14
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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