Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel structure stiff frame column and over-limit beam connecting structure and construction method thereof
The invention discloses a steel structure stiff frame column and over-limit beam connecting structure and a construction method thereof, and the steel structure stiff frame column and over-limit beam connecting structure comprises a steel structure stiff frame column, over-limit beams arranged on four side surfaces of the steel structure stiff frame column, and a concrete layer filled at connecting joints of the steel structure stiff frame column and the over-limit beams, the steel structure stiff frame column comprises a rectangular frame column body, column body reinforcing bars arranged on the inner side face of the frame column body, a square steel column core component arranged in the center of the frame column body, filler arranged in the square steel column core component in a filling mode and limiting fastening bars. The ultralimit beam comprises an upper longitudinal bar, a lower longitudinal bar, stirrups bound to the outer side faces of the upper longitudinal bar and the lower longitudinal bar, connecting sleeves and at least one rectangular horizontal connecting plate. The sides, close to the frame column body, of the upper longitudinal bar and the lower longitudinal bar are sleeved with the connecting sleeves. And one side of the short edge of the rectangular horizontal connecting plate is fixedly connected with the frame column body. The method is convenient to construct, accurate in structure, convenient to install and good in stability.
本发明公开了一种钢结构劲性框架柱与超限梁连接结构及其施工方法，包括钢结构劲性框架柱、设置在钢结构劲性框架柱四个侧面的超限梁以及填充设置在钢结构劲性框架柱与超限梁连接节点处的混凝土层，所述钢结构劲性框架柱包括矩形框架柱本体、设置在框架柱本体内侧面的柱身配筋、设置在框架柱本体中心位置的方钢柱芯构件、填充设置在方钢柱芯构件内的填充料以及限位紧固筋；超限梁包括上部纵筋、下部纵筋、绑扎在上部纵筋和下部纵筋外侧面的箍筋、连接套筒和至少一个矩形水平连接板，上部纵筋和下部纵筋靠近框架柱本体的一侧均套接设置有连接套筒；矩形水平连接板短边一侧与框架柱本体固定连接。本方法施工便捷、结构准确、安装方便、稳定性好。
Steel structure stiff frame column and over-limit beam connecting structure and construction method thereof
The invention discloses a steel structure stiff frame column and over-limit beam connecting structure and a construction method thereof, and the steel structure stiff frame column and over-limit beam connecting structure comprises a steel structure stiff frame column, over-limit beams arranged on four side surfaces of the steel structure stiff frame column, and a concrete layer filled at connecting joints of the steel structure stiff frame column and the over-limit beams, the steel structure stiff frame column comprises a rectangular frame column body, column body reinforcing bars arranged on the inner side face of the frame column body, a square steel column core component arranged in the center of the frame column body, filler arranged in the square steel column core component in a filling mode and limiting fastening bars. The ultralimit beam comprises an upper longitudinal bar, a lower longitudinal bar, stirrups bound to the outer side faces of the upper longitudinal bar and the lower longitudinal bar, connecting sleeves and at least one rectangular horizontal connecting plate. The sides, close to the frame column body, of the upper longitudinal bar and the lower longitudinal bar are sleeved with the connecting sleeves. And one side of the short edge of the rectangular horizontal connecting plate is fixedly connected with the frame column body. The method is convenient to construct, accurate in structure, convenient to install and good in stability.
本发明公开了一种钢结构劲性框架柱与超限梁连接结构及其施工方法，包括钢结构劲性框架柱、设置在钢结构劲性框架柱四个侧面的超限梁以及填充设置在钢结构劲性框架柱与超限梁连接节点处的混凝土层，所述钢结构劲性框架柱包括矩形框架柱本体、设置在框架柱本体内侧面的柱身配筋、设置在框架柱本体中心位置的方钢柱芯构件、填充设置在方钢柱芯构件内的填充料以及限位紧固筋；超限梁包括上部纵筋、下部纵筋、绑扎在上部纵筋和下部纵筋外侧面的箍筋、连接套筒和至少一个矩形水平连接板，上部纵筋和下部纵筋靠近框架柱本体的一侧均套接设置有连接套筒；矩形水平连接板短边一侧与框架柱本体固定连接。本方法施工便捷、结构准确、安装方便、稳定性好。
Steel structure stiff frame column and over-limit beam connecting structure and construction method thereof
一种钢结构劲性框架柱与超限梁连接结构及其施工方法
ZHANG XUEFENG (Autor:in) / PENG XUYU (Autor:in) / ZHANG JINGTAO (Autor:in) / BAI SHIJIAN (Autor:in) / DAI LIJUN (Autor:in) / ZHANG JIANHUA (Autor:in) / LI TIANJUN (Autor:in) / LI NAN (Autor:in) / YIN SHUANGYUE (Autor:in) / YANG XIAODONG (Autor:in)
05.04.2022
Patent
Elektronische Ressource
Chinesisch
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