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Assembly type steel structure inner and outer sleeve column splicing joint and construction method
According to the assembly type steel structure inner and outer sleeve column splicing joint and the construction method, an assembly type steel structure building is divided into several independent modules, then the modules are transported to a construction site to be installed, and the assembly type steel structure comprises a first steel column, a second steel column, an outer sleeve, an inner sleeve and a plurality of tap bolts; high-strength bolt connection is adopted to replace common welding, and non-welding full-bolt assembly on a construction site is achieved. According to the assembly type steel structure inner and outer sleeve column splicing joint, non-welding connection of vertical components on a construction site can be achieved, fastening is conducted only through tap bolts, and the construction efficiency is greatly improved; the method has important strategic significance in breaking through the key technology of welding-free connection of steel structure vertical components, researching and developing a new efficient connection technology of steel structure box columns, achieving full-bolt connection and efficient assembly of a steel structure system, promoting building industrialization upgrading, improving construction efficiency, reducing environmental pollution and promoting ecological civilization.
本发明实提供的一种装配式钢结构内外套筒柱拼接节点和施工方法,将装配式钢结构建筑划分为几个单独的模块,然后运输至施工现场进行安装,在装配式钢结构中,包括第一钢柱、第二钢柱、外套筒、内套筒和多个自攻螺栓,采用了高强度螺栓连接代替普通焊接,实现施工现场无焊接全螺栓装配。本发明提供的装配式钢结构内外套筒柱拼接节点,可实现施工现场竖向构件无焊连接,仅通过自攻螺栓进行紧固,极大的提高了施工效率;对突破钢结构竖向构件无焊接连接的关键技术,研发钢结构箱形柱高效连接新技术,实现钢结构体系的全螺栓连接和高效装配,促进建筑产业化升级,提高施工效率,减少环境污染,促进生态文明具有重大战略意义。
Assembly type steel structure inner and outer sleeve column splicing joint and construction method
According to the assembly type steel structure inner and outer sleeve column splicing joint and the construction method, an assembly type steel structure building is divided into several independent modules, then the modules are transported to a construction site to be installed, and the assembly type steel structure comprises a first steel column, a second steel column, an outer sleeve, an inner sleeve and a plurality of tap bolts; high-strength bolt connection is adopted to replace common welding, and non-welding full-bolt assembly on a construction site is achieved. According to the assembly type steel structure inner and outer sleeve column splicing joint, non-welding connection of vertical components on a construction site can be achieved, fastening is conducted only through tap bolts, and the construction efficiency is greatly improved; the method has important strategic significance in breaking through the key technology of welding-free connection of steel structure vertical components, researching and developing a new efficient connection technology of steel structure box columns, achieving full-bolt connection and efficient assembly of a steel structure system, promoting building industrialization upgrading, improving construction efficiency, reducing environmental pollution and promoting ecological civilization.
本发明实提供的一种装配式钢结构内外套筒柱拼接节点和施工方法,将装配式钢结构建筑划分为几个单独的模块,然后运输至施工现场进行安装,在装配式钢结构中,包括第一钢柱、第二钢柱、外套筒、内套筒和多个自攻螺栓,采用了高强度螺栓连接代替普通焊接,实现施工现场无焊接全螺栓装配。本发明提供的装配式钢结构内外套筒柱拼接节点,可实现施工现场竖向构件无焊连接,仅通过自攻螺栓进行紧固,极大的提高了施工效率;对突破钢结构竖向构件无焊接连接的关键技术,研发钢结构箱形柱高效连接新技术,实现钢结构体系的全螺栓连接和高效装配,促进建筑产业化升级,提高施工效率,减少环境污染,促进生态文明具有重大战略意义。
Assembly type steel structure inner and outer sleeve column splicing joint and construction method
一种装配式钢结构内外套筒柱拼接节点和施工方法
ZHANG YANXIA (Autor:in) / WU BINGLONG (Autor:in) / ZHANG AILIN (Autor:in) / WANG XUDONG (Autor:in) / XIAO CHENYU (Autor:in)
15.11.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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