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Steel bar connection construction method for beam-column joint area of profile steel composite structure
The invention discloses a steel bar connection construction method for a beam column joint area of a profile steel composite structure. The technical problem that in the prior art, a section steel composite structure beam column main bar cannot penetrate through a section steel beam column part or holes are formed in a flange plate due to penetration, and the strength of a section steel beam column is affected is solved. The construction method comprises the following steps: deepening drawings of the H-shaped steel beam and the H-shaped steel column according to a design drawing, determining a steel plate material and carrying out spot check, processing the H-shaped steel beam or the H-shaped steel column by adopting the determined steel plate material, positioning and welding a straight thread sleeve on the processed H-shaped steel beam or the H-shaped steel column, hoisting and fixing the H-shaped steel column, then hoisting and fixing the H-shaped steel beam, and finally connecting the H-shaped steel beam connecting steel bars with the lower H-shaped steel column steel bars. The structure is scientific and reasonable in design and convenient and fast to install, and the problem that in the prior art, a steel composite structure beam column main rib cannot penetrate through a steel beam column part or holes are formed in a flange plate due to penetration, and the strength of the steel beam column is affected can be effectively solved.
本发明公开了一种型钢组合结构梁柱节点区钢筋连接施工方法，解决现有技术型钢组合结构梁柱主筋在型钢梁柱部位无法贯通或因贯通在翼缘板上开孔对型钢梁柱强度造成影响的技术问题。施工方法首先根据设计图纸深化H型钢梁和H型钢柱图纸，其次确定钢板材料并进场抽检，再次采用所确定钢板材料进行H型钢梁或H型钢柱加工，之后在已加工好的H型钢梁或H型钢柱上定位焊接直螺纹套筒，然后H型钢柱吊装及固定，再然后H型钢梁吊装及固定，最后H型钢梁连接钢筋与下部H型钢柱钢筋相连接。本发明设计科学合理，安装方便快捷，可有效解决传统技术中型钢组合结构梁柱主筋在型钢梁柱部位无法贯通或因贯通在翼缘板上开孔对型钢梁柱强度造成影响的问题。
Steel bar connection construction method for beam-column joint area of profile steel composite structure
The invention discloses a steel bar connection construction method for a beam column joint area of a profile steel composite structure. The technical problem that in the prior art, a section steel composite structure beam column main bar cannot penetrate through a section steel beam column part or holes are formed in a flange plate due to penetration, and the strength of a section steel beam column is affected is solved. The construction method comprises the following steps: deepening drawings of the H-shaped steel beam and the H-shaped steel column according to a design drawing, determining a steel plate material and carrying out spot check, processing the H-shaped steel beam or the H-shaped steel column by adopting the determined steel plate material, positioning and welding a straight thread sleeve on the processed H-shaped steel beam or the H-shaped steel column, hoisting and fixing the H-shaped steel column, then hoisting and fixing the H-shaped steel beam, and finally connecting the H-shaped steel beam connecting steel bars with the lower H-shaped steel column steel bars. The structure is scientific and reasonable in design and convenient and fast to install, and the problem that in the prior art, a steel composite structure beam column main rib cannot penetrate through a steel beam column part or holes are formed in a flange plate due to penetration, and the strength of the steel beam column is affected can be effectively solved.
本发明公开了一种型钢组合结构梁柱节点区钢筋连接施工方法，解决现有技术型钢组合结构梁柱主筋在型钢梁柱部位无法贯通或因贯通在翼缘板上开孔对型钢梁柱强度造成影响的技术问题。施工方法首先根据设计图纸深化H型钢梁和H型钢柱图纸，其次确定钢板材料并进场抽检，再次采用所确定钢板材料进行H型钢梁或H型钢柱加工，之后在已加工好的H型钢梁或H型钢柱上定位焊接直螺纹套筒，然后H型钢柱吊装及固定，再然后H型钢梁吊装及固定，最后H型钢梁连接钢筋与下部H型钢柱钢筋相连接。本发明设计科学合理，安装方便快捷，可有效解决传统技术中型钢组合结构梁柱主筋在型钢梁柱部位无法贯通或因贯通在翼缘板上开孔对型钢梁柱强度造成影响的问题。
Steel bar connection construction method for beam-column joint area of profile steel composite structure
一种型钢组合结构梁柱节点区钢筋连接施工方法
ZHANG HAICHUAN (author) / QI GUIJUN (author) / LIU JUN (author) / XUE DAGUANG (author) / YUAN PING (author)
2022-02-25
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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