Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel pipe column connection node structure
The invention belongs to the technical field of building construction, and discloses a steel pipe column connecting node structure which comprises a steel pipe column, four shear-resistant brackets and a plurality of torsion-resistant brackets, two of the four shear-resistant brackets are oppositely arranged in the first direction, the other two of the four shear-resistant brackets are oppositely arranged in the second direction, the shear-resistant brackets penetrate shear-resistant bracket connecting holes to extend into the steel pipe column, and the torsion-resistant brackets are arranged in the steel pipe column. The upper flange plates and the lower flange plates of the two shear-resistant brackets oppositely arranged in the first direction are arranged at intervals in the first direction, the upper flange plates and the lower flange plates of the two shear-resistant brackets oppositely arranged in the second direction are arranged at intervals in the second direction, and the ends, stretching into the steel pipe column, of the web plates of the four shear-resistant brackets are fixedly connected with one another. The multiple anti-torsion brackets are arranged on the steel pipe column in the circumferential direction of the steel pipe column at intervals, the multiple anti-torsion brackets and the multiple anti-shear brackets are distributed in a staggered mode, and the anti-torsion brackets penetrate through the anti-torsion bracket connecting holes to stretch into the steel pipe column. According to the steel pipe column connecting joint structure, the lateral compression bearing capacity of the steel pipe column is improved, and the integrity of a beam column connecting joint is improved.
本发明属于建筑施工技术领域，公开了一种钢管柱连接节点结构，包括钢管柱、四个抗剪牛腿和多个抗扭牛腿，四个抗剪牛腿中的两个沿第一方向相对设置，另两个沿第二方向相对设置，抗剪牛腿穿过抗剪牛腿连接孔伸入钢管柱，沿第一方向相对设置的两个抗剪牛腿的上翼缘板和下翼缘板均沿第一方向间隔设置，沿第二方向相对设置的两个抗剪牛腿的上翼缘板和下翼缘板均沿第二方向间隔设置，四个抗剪牛腿的腹板伸入钢管柱的一端彼此固连。多个抗扭牛腿沿钢管柱的周向间隔设置于钢管柱上，且与多个抗剪牛腿交错分布，抗扭牛腿穿过抗扭牛腿连接孔伸入钢管柱内。本发明的钢管柱连接节点结构，提高了钢管柱侧向受压承载力，并且提高了梁柱连接节点的整体性。
Steel pipe column connection node structure
The invention belongs to the technical field of building construction, and discloses a steel pipe column connecting node structure which comprises a steel pipe column, four shear-resistant brackets and a plurality of torsion-resistant brackets, two of the four shear-resistant brackets are oppositely arranged in the first direction, the other two of the four shear-resistant brackets are oppositely arranged in the second direction, the shear-resistant brackets penetrate shear-resistant bracket connecting holes to extend into the steel pipe column, and the torsion-resistant brackets are arranged in the steel pipe column. The upper flange plates and the lower flange plates of the two shear-resistant brackets oppositely arranged in the first direction are arranged at intervals in the first direction, the upper flange plates and the lower flange plates of the two shear-resistant brackets oppositely arranged in the second direction are arranged at intervals in the second direction, and the ends, stretching into the steel pipe column, of the web plates of the four shear-resistant brackets are fixedly connected with one another. The multiple anti-torsion brackets are arranged on the steel pipe column in the circumferential direction of the steel pipe column at intervals, the multiple anti-torsion brackets and the multiple anti-shear brackets are distributed in a staggered mode, and the anti-torsion brackets penetrate through the anti-torsion bracket connecting holes to stretch into the steel pipe column. According to the steel pipe column connecting joint structure, the lateral compression bearing capacity of the steel pipe column is improved, and the integrity of a beam column connecting joint is improved.
本发明属于建筑施工技术领域，公开了一种钢管柱连接节点结构，包括钢管柱、四个抗剪牛腿和多个抗扭牛腿，四个抗剪牛腿中的两个沿第一方向相对设置，另两个沿第二方向相对设置，抗剪牛腿穿过抗剪牛腿连接孔伸入钢管柱，沿第一方向相对设置的两个抗剪牛腿的上翼缘板和下翼缘板均沿第一方向间隔设置，沿第二方向相对设置的两个抗剪牛腿的上翼缘板和下翼缘板均沿第二方向间隔设置，四个抗剪牛腿的腹板伸入钢管柱的一端彼此固连。多个抗扭牛腿沿钢管柱的周向间隔设置于钢管柱上，且与多个抗剪牛腿交错分布，抗扭牛腿穿过抗扭牛腿连接孔伸入钢管柱内。本发明的钢管柱连接节点结构，提高了钢管柱侧向受压承载力，并且提高了梁柱连接节点的整体性。
Steel pipe column connection node structure
一种钢管柱连接节点结构
TONG CHENGLONG (Autor:in) / WU YANMING (Autor:in) / LI NING (Autor:in) / BAN SHAOPENG (Autor:in) / ZHOU XIAOWU (Autor:in) / CHEN BEI (Autor:in) / HE XINGXIONG (Autor:in) / YAN SHUANGPENG (Autor:in) / ZHANG WUGANG (Autor:in) / LONG YANWU (Autor:in)
29.07.2022
Patent
Elektronische Ressource
Chinesisch
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