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A platform for research: civil engineering, architecture and urbanism
Full-fabricated shear wall beam-slab-column high-strength bolt connection system and construction method
The invention discloses a full-fabricated shear wall beam-slab-column high-strength bolt connection system which comprises a bottom plate, a fabricated shear wall and a fabricated concrete column, a fabricated column pre-buried T-shaped connecting piece is mounted on one side of the fabricated concrete column, a shear wall pre-buried T-shaped column connecting piece is mounted on one side of the fabricated shear wall, and the fabricated concrete column is mounted on the other side of the fabricated shear wall. The shear wall embedded T-shaped column connecting piece is connected with the assembly column embedded T-shaped connecting piece through a high-strength bolt; and a bottom plate pre-embedded T-shaped connecting piece is arranged on the bottom plate. According to the full-assembly type shear wall beam-slab-column high-strength bolt connection system, all structural components are pre-produced in a factory and hoisted and installed on site, a traditional system for cast-in-place of part of assembly and part of components is perfected, and high-strength bolt connection replaces a traditional assembly type system, connection of reinforcing steel bar sleeves at the joint connecting positions and connection modes of formwork erecting and concrete pouring.
本发明公开了一种全装配式剪力墙梁板柱高强螺栓连接体系，包括底板、装配式剪力墙以及装配式混凝土柱，所述装配式混凝土柱一侧安装有装配柱预埋T型连接件，所述装配式剪力墙上一侧安装有剪力墙预埋T型柱连接件，所述剪力墙预埋T型柱连接件通过高强螺栓和所述装配柱预埋T型连接件连接；所述底板上设置有底板预埋T型连接件。本发明全装配式剪力墙梁板柱高强螺栓连接体系实现结构构件全部工厂预生产，现场吊装安装，完善传统部分装配部分构件现浇的体系，高强螺栓连接代替传统装配式体系，节点连接处钢筋套筒连接，支设模板浇筑混凝土的连接方式。
Full-fabricated shear wall beam-slab-column high-strength bolt connection system and construction method
The invention discloses a full-fabricated shear wall beam-slab-column high-strength bolt connection system which comprises a bottom plate, a fabricated shear wall and a fabricated concrete column, a fabricated column pre-buried T-shaped connecting piece is mounted on one side of the fabricated concrete column, a shear wall pre-buried T-shaped column connecting piece is mounted on one side of the fabricated shear wall, and the fabricated concrete column is mounted on the other side of the fabricated shear wall. The shear wall embedded T-shaped column connecting piece is connected with the assembly column embedded T-shaped connecting piece through a high-strength bolt; and a bottom plate pre-embedded T-shaped connecting piece is arranged on the bottom plate. According to the full-assembly type shear wall beam-slab-column high-strength bolt connection system, all structural components are pre-produced in a factory and hoisted and installed on site, a traditional system for cast-in-place of part of assembly and part of components is perfected, and high-strength bolt connection replaces a traditional assembly type system, connection of reinforcing steel bar sleeves at the joint connecting positions and connection modes of formwork erecting and concrete pouring.
本发明公开了一种全装配式剪力墙梁板柱高强螺栓连接体系，包括底板、装配式剪力墙以及装配式混凝土柱，所述装配式混凝土柱一侧安装有装配柱预埋T型连接件，所述装配式剪力墙上一侧安装有剪力墙预埋T型柱连接件，所述剪力墙预埋T型柱连接件通过高强螺栓和所述装配柱预埋T型连接件连接；所述底板上设置有底板预埋T型连接件。本发明全装配式剪力墙梁板柱高强螺栓连接体系实现结构构件全部工厂预生产，现场吊装安装，完善传统部分装配部分构件现浇的体系，高强螺栓连接代替传统装配式体系，节点连接处钢筋套筒连接，支设模板浇筑混凝土的连接方式。
Full-fabricated shear wall beam-slab-column high-strength bolt connection system and construction method
一种全装配式剪力墙梁板柱高强螺栓连接体系及施工方法
LIU CHENGLIN (author) / WANG XIUJUN (author) / ZHAO WENBO (author) / HUO MINGFEI (author) / SUN FENGYAN (author)
2023-01-03
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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