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Large-span large-section profile steel beam and mounting method
The invention discloses a large-span large-section steel beam and an installation method, and relates to the technical field of building construction, the large-span large-section steel beam comprises a steel beam column body structure, the steel beam column body structure comprises an H-shaped steel column body, a cross beam node connecting plate is fixedly installed on the H-shaped steel column body, I-shaped steel is fixedly installed on the H-shaped steel column body, and the I-shaped steel and the H-shaped steel column body are connected through a wedge-shaped plate; a column base joint is fixedly installed at the joint of the lower end of the H-shaped steel column and the ground, and an embedded anchor bolt is fixedly installed at the lower end of the column base joint. The longitudinal span of the cross beam is increased while the transverse span is achieved, and shear deformation caused by increase of the material length is avoided while the structural bearing capacity is increased.
本发明公开了一种大跨度大截面型钢梁及安装方法,涉及建筑施工技术领域,包括钢梁柱体结构,钢梁柱体结构包括H型钢柱体,H型钢柱体上固定安装有横梁节点连接板,H型钢柱体上固定安装有工字钢,工字钢和H型钢柱体之间通过楔形板连接,H型钢柱体的下端与地面连接处固定安装有柱脚节点,柱脚节点下端固定安装有埋入锚栓。本发明具有横向跨度的同时,也增加了横梁的纵向跨度,增加结构承载力的同时,不会出现材料长度增加导致的剪切变形。
Large-span large-section profile steel beam and mounting method
The invention discloses a large-span large-section steel beam and an installation method, and relates to the technical field of building construction, the large-span large-section steel beam comprises a steel beam column body structure, the steel beam column body structure comprises an H-shaped steel column body, a cross beam node connecting plate is fixedly installed on the H-shaped steel column body, I-shaped steel is fixedly installed on the H-shaped steel column body, and the I-shaped steel and the H-shaped steel column body are connected through a wedge-shaped plate; a column base joint is fixedly installed at the joint of the lower end of the H-shaped steel column and the ground, and an embedded anchor bolt is fixedly installed at the lower end of the column base joint. The longitudinal span of the cross beam is increased while the transverse span is achieved, and shear deformation caused by increase of the material length is avoided while the structural bearing capacity is increased.
本发明公开了一种大跨度大截面型钢梁及安装方法,涉及建筑施工技术领域,包括钢梁柱体结构,钢梁柱体结构包括H型钢柱体,H型钢柱体上固定安装有横梁节点连接板,H型钢柱体上固定安装有工字钢,工字钢和H型钢柱体之间通过楔形板连接,H型钢柱体的下端与地面连接处固定安装有柱脚节点,柱脚节点下端固定安装有埋入锚栓。本发明具有横向跨度的同时,也增加了横梁的纵向跨度,增加结构承载力的同时,不会出现材料长度增加导致的剪切变形。
Large-span large-section profile steel beam and mounting method
一种大跨度大截面型钢梁及安装方法
ZHANG XIAOTONG (author) / HUANG WEI (author) / LIU LI (author)
2023-10-13
Patent
Electronic Resource
Chinese
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