Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel reinforced concrete column splicing joint structure and method
The invention discloses a steel-reinforced concrete column splicing joint structure and method. The method comprises the steps that S1, a lower column is installed and fixed; s2, hoisting and fixing of a lower column top floor frame beam are completed; s3, the positions of affected lower long longitudinal bars and lower short longitudinal bars are temporarily adjusted according to the installation requirements of the upper lug plate and the lower lug plate, temporary fixing is carried out, and upper column hoisting and temporary fixing are completed; s4, the positions of the affected lower long longitudinal bars and the affected lower short longitudinal bars are temporarily adjusted according to the flange side splicing construction requirement, and temporary fixing is carried out; s5, the positions of the affected lower long longitudinal bars and the affected lower short longitudinal bars are temporarily adjusted according to web side splicing construction requirements and are temporarily fixed; s6, for the cross-shaped steel ribs, the splicing construction in the same direction can be separated according to the section steel flanges and the section steel webs; s7, the post-installed longitudinal bars connected with the steel corbel and the corbel are subjected to field welding or sleeve connection; s8, resetting all longitudinal bars; according to the steel reinforced concrete column splicing joint structure and method, construction is convenient, and the quality is guaranteed.
本发明公开了一种钢骨混凝土柱拼接节点结构及方法，方法包括：S1、完成下柱安装固定；S2、完成下柱顶层楼面框架梁吊装及固定；S3、根据上、下耳板安装需要临时调整有影响的下长纵筋和下短纵筋的位置，并临时固定，完成上柱起吊和临时固定；S4、根据翼缘侧拼接施工需要临时调整有影响的下长纵筋和下短纵筋的位置，并临时固定；S5、根据腹板侧拼接施工需要临时调整有影响的下长纵筋和下短纵筋的位置，并临时固定；S6、对于十字钢骨，同一方向的拼接施工可按型钢翼缘和型钢腹板分开；S7、完成与钢牛腿连接的后装纵筋与牛腿的现场焊接或套筒连接；S8、所有纵筋复位；本发明提供了施工方便、质量有保证的钢骨混凝土柱拼接节点结构及方法。
Steel reinforced concrete column splicing joint structure and method
The invention discloses a steel-reinforced concrete column splicing joint structure and method. The method comprises the steps that S1, a lower column is installed and fixed; s2, hoisting and fixing of a lower column top floor frame beam are completed; s3, the positions of affected lower long longitudinal bars and lower short longitudinal bars are temporarily adjusted according to the installation requirements of the upper lug plate and the lower lug plate, temporary fixing is carried out, and upper column hoisting and temporary fixing are completed; s4, the positions of the affected lower long longitudinal bars and the affected lower short longitudinal bars are temporarily adjusted according to the flange side splicing construction requirement, and temporary fixing is carried out; s5, the positions of the affected lower long longitudinal bars and the affected lower short longitudinal bars are temporarily adjusted according to web side splicing construction requirements and are temporarily fixed; s6, for the cross-shaped steel ribs, the splicing construction in the same direction can be separated according to the section steel flanges and the section steel webs; s7, the post-installed longitudinal bars connected with the steel corbel and the corbel are subjected to field welding or sleeve connection; s8, resetting all longitudinal bars; according to the steel reinforced concrete column splicing joint structure and method, construction is convenient, and the quality is guaranteed.
本发明公开了一种钢骨混凝土柱拼接节点结构及方法，方法包括：S1、完成下柱安装固定；S2、完成下柱顶层楼面框架梁吊装及固定；S3、根据上、下耳板安装需要临时调整有影响的下长纵筋和下短纵筋的位置，并临时固定，完成上柱起吊和临时固定；S4、根据翼缘侧拼接施工需要临时调整有影响的下长纵筋和下短纵筋的位置，并临时固定；S5、根据腹板侧拼接施工需要临时调整有影响的下长纵筋和下短纵筋的位置，并临时固定；S6、对于十字钢骨，同一方向的拼接施工可按型钢翼缘和型钢腹板分开；S7、完成与钢牛腿连接的后装纵筋与牛腿的现场焊接或套筒连接；S8、所有纵筋复位；本发明提供了施工方便、质量有保证的钢骨混凝土柱拼接节点结构及方法。
Steel reinforced concrete column splicing joint structure and method
一种钢骨混凝土柱拼接节点结构及方法
CHEN QUAN (Autor:in) / GAO WENJIE (Autor:in) / JIN GUIYU (Autor:in) / SUN JIELUN (Autor:in)
12.01.2024
Patent
Elektronische Ressource
Chinesisch
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