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A platform for research: civil engineering, architecture and urbanism
Steel beam modularization rapid connection joint and assembling method
The invention discloses a steel beam modularization rapid connection joint and an assembling method, the steel beam modularization rapid connection joint comprises a main steel beam, a secondary steel beam and a connecting piece which are all I-shaped steel, a web of the main steel beam is vertically connected with a web connecting plate, and inserting gaps are formed between the two ends of the web connecting plate and the upper flange and the lower flange of the main steel beam respectively; inserting grooves are formed in the contact portions of the web ends of the secondary steel beams and the upper flanges and the lower flanges of the secondary steel beams correspondingly, the connecting pieces are composed of main steel beam connecting parts and secondary steel beam connecting parts, the connecting pieces are movably inserted into the inserting grooves, and the connecting pieces are integrally arranged in the secondary steel beams to form first positions; the main steel beam connecting part moves and extends out of the secondary steel beam to form a second position, at the moment, the main steel beam connecting part of the connecting piece is inserted into the inserting gap of the main steel beam and is connected with the main steel beam and the web connecting plate, and the secondary steel beam connecting part is inserted into the inserting groove and is connected with the secondary steel beam; the rapid installation and safe and reliable construction target can be guaranteed, and the turnover requirement is met.
本发明公开了一种钢梁模块化快速连接节点及装配方法，包括均为工字型钢的主钢梁，次钢梁，连接件，主钢梁的腹板垂直连接有腹板连接板，腹板连接板两端分别与主钢梁的上下翼缘设有安插间隙，次钢梁的腹板端部与次钢梁上下翼缘的接触部位分别开设有安插槽，连接件由主钢梁连接部与次钢梁连接部构成，连接件可移动的安插到安插槽中，连接件整体安置到次钢梁中并形成第一位置，主钢梁连接部移动伸出到次钢梁外并形成第二位置，此时连接件的主钢梁连接部安插到主钢梁的安插间隙中并与主钢梁以及腹板连接板连接，次钢梁连接部安插在安插槽中并与次钢梁连接，其可以保证快速安装和安全可靠的施工目标并且满足了周转性需求。
Steel beam modularization rapid connection joint and assembling method
The invention discloses a steel beam modularization rapid connection joint and an assembling method, the steel beam modularization rapid connection joint comprises a main steel beam, a secondary steel beam and a connecting piece which are all I-shaped steel, a web of the main steel beam is vertically connected with a web connecting plate, and inserting gaps are formed between the two ends of the web connecting plate and the upper flange and the lower flange of the main steel beam respectively; inserting grooves are formed in the contact portions of the web ends of the secondary steel beams and the upper flanges and the lower flanges of the secondary steel beams correspondingly, the connecting pieces are composed of main steel beam connecting parts and secondary steel beam connecting parts, the connecting pieces are movably inserted into the inserting grooves, and the connecting pieces are integrally arranged in the secondary steel beams to form first positions; the main steel beam connecting part moves and extends out of the secondary steel beam to form a second position, at the moment, the main steel beam connecting part of the connecting piece is inserted into the inserting gap of the main steel beam and is connected with the main steel beam and the web connecting plate, and the secondary steel beam connecting part is inserted into the inserting groove and is connected with the secondary steel beam; the rapid installation and safe and reliable construction target can be guaranteed, and the turnover requirement is met.
本发明公开了一种钢梁模块化快速连接节点及装配方法，包括均为工字型钢的主钢梁，次钢梁，连接件，主钢梁的腹板垂直连接有腹板连接板，腹板连接板两端分别与主钢梁的上下翼缘设有安插间隙，次钢梁的腹板端部与次钢梁上下翼缘的接触部位分别开设有安插槽，连接件由主钢梁连接部与次钢梁连接部构成，连接件可移动的安插到安插槽中，连接件整体安置到次钢梁中并形成第一位置，主钢梁连接部移动伸出到次钢梁外并形成第二位置，此时连接件的主钢梁连接部安插到主钢梁的安插间隙中并与主钢梁以及腹板连接板连接，次钢梁连接部安插在安插槽中并与次钢梁连接，其可以保证快速安装和安全可靠的施工目标并且满足了周转性需求。
Steel beam modularization rapid connection joint and assembling method
一种钢梁模块化快速连接节点及装配方法
WANG KANG (author) / YIN GUANGHUA (author) / MA XINXU (author) / JIA PENG (author) / ZHANG DEKAI (author) / WEI SEN (author)
2024-05-07
Patent
Electronic Resource
Chinese
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