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Novel assembly type steel structure beam-column joint and construction method thereof
The invention discloses a novel assembly type steel structure beam-column joint and a construction method thereof in the technical field of building section steel beam-column joint connecting structures. The joint structure comprises a section steel column and a plurality of section steel beams vertically installed on the side wall of the section steel column, wherein the outer wall of the section steel column is sleeved with a steel sleeve in an attached mode, the connecting ends of the section steel beams are welded to the center area of the steel sleeve, cable-stayed connecting pieces are connected between side flanges on the two sides of the section steel column and upper flanges on the two sides of the section steel beam, a hole is formed in the lower side of the steel sleeve, and the steel sleeve and the section steel column are tightly connected through a first connecting steel plate, a high-strength bolt and a nut. According to the joint structure, the stability and integrity of the joint are guaranteed in multiple forms, the safety performance of the joint is improved, the connecting pieces are used for restraining relative displacement between beam columns, the local rigidity is enhanced, and potential safety hazards caused by local instability of the joint are avoided.
本发明公开了建筑型钢梁柱节点连接结构技术领域的一种新型装配式钢结构梁柱节点及其施工方法,节点结构包括型钢柱以及若干垂直安装于所述型钢柱侧壁的型钢梁,所述型钢柱的外壁贴合套设有钢套筒,所述型钢梁连接端部焊接于钢套筒中心区域,所述型钢柱的两侧侧翼缘与型钢梁的两侧上翼缘之间均分别连接有斜拉的连接件,所述钢套筒下侧开设孔洞,并通过第一连接钢板、高强螺栓、螺母将钢套筒与型钢柱紧密连接,本发明通过多种形式保证节点的稳定性和整体性,提高节点安全性能,运用连接件约束梁柱间的相对位移,增强局部刚度,避免节点因局部失稳引起的安全隐患。
Novel assembly type steel structure beam-column joint and construction method thereof
The invention discloses a novel assembly type steel structure beam-column joint and a construction method thereof in the technical field of building section steel beam-column joint connecting structures. The joint structure comprises a section steel column and a plurality of section steel beams vertically installed on the side wall of the section steel column, wherein the outer wall of the section steel column is sleeved with a steel sleeve in an attached mode, the connecting ends of the section steel beams are welded to the center area of the steel sleeve, cable-stayed connecting pieces are connected between side flanges on the two sides of the section steel column and upper flanges on the two sides of the section steel beam, a hole is formed in the lower side of the steel sleeve, and the steel sleeve and the section steel column are tightly connected through a first connecting steel plate, a high-strength bolt and a nut. According to the joint structure, the stability and integrity of the joint are guaranteed in multiple forms, the safety performance of the joint is improved, the connecting pieces are used for restraining relative displacement between beam columns, the local rigidity is enhanced, and potential safety hazards caused by local instability of the joint are avoided.
本发明公开了建筑型钢梁柱节点连接结构技术领域的一种新型装配式钢结构梁柱节点及其施工方法,节点结构包括型钢柱以及若干垂直安装于所述型钢柱侧壁的型钢梁,所述型钢柱的外壁贴合套设有钢套筒,所述型钢梁连接端部焊接于钢套筒中心区域,所述型钢柱的两侧侧翼缘与型钢梁的两侧上翼缘之间均分别连接有斜拉的连接件,所述钢套筒下侧开设孔洞,并通过第一连接钢板、高强螺栓、螺母将钢套筒与型钢柱紧密连接,本发明通过多种形式保证节点的稳定性和整体性,提高节点安全性能,运用连接件约束梁柱间的相对位移,增强局部刚度,避免节点因局部失稳引起的安全隐患。
Novel assembly type steel structure beam-column joint and construction method thereof
一种新型装配式钢结构梁柱节点及其施工方法
YAN XUEYUAN (Autor:in) / HUANG YUQI (Autor:in) / ZONG CHENCHEN (Autor:in) / YANG GUO (Autor:in) / HUANG XIAOFENG (Autor:in) / MIAO YING (Autor:in) / TANG CHANGHUAN (Autor:in)
20.07.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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