Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel plate concrete wall and reinforced concrete member joint connection mode
The invention discloses a steel plate concrete wall and reinforced concrete member joint connection mode. The steel plate concrete wall and reinforced concrete member joint connection mode is characterized in that loads are transmitted between a steel plate concrete wall and a reinforced concrete member through connecting steel bars (40), two rows of connecting steel bars (40) are arranged on each side of the steel plate concrete wall or the reinforced concrete member, and the distance and the diameter of each row of connecting steel bars (40) are larger than 1.33%. According to the unilateral reinforcement ratio of the section of the reinforced concrete member. The connection joint of the SC wall and the RC member has enough strength, and the requirements for the strong joint and the weak member are effectively met; the good stress performance of the connection joint under the low-cycle repeated loads is guaranteed, the connection joint is ductile failure when damaged, and good anti-seismic performance is achieved; and the modular construction technology is adopted, and rapid and high-quality construction is effectively achieved.
本发明公开了一种钢板混凝土墙体与钢筋混凝土构件节点连接方式，其特征在于，所述钢板混凝土墙体与所述钢筋混凝土构件之间通过连接钢筋(40)传递荷载，所述连接钢筋(40)在所述钢板混凝土墙体或钢筋混凝土构件每边设置有两排，每排所述连接钢筋(40)的间距和直径按照所述钢筋混凝土构件截面单边配筋率大于1.33％取值。保证SC墙体与RC构件的连接节点有足够的强度，有效地实现强节点弱构件地要求；连接节点在低周反复荷载下的良好受力性能，保证其破坏时为延性破坏，拥有良好的抗震性能；采用模块化施工技术，有效地实现快速优质的施工。
Steel plate concrete wall and reinforced concrete member joint connection mode
The invention discloses a steel plate concrete wall and reinforced concrete member joint connection mode. The steel plate concrete wall and reinforced concrete member joint connection mode is characterized in that loads are transmitted between a steel plate concrete wall and a reinforced concrete member through connecting steel bars (40), two rows of connecting steel bars (40) are arranged on each side of the steel plate concrete wall or the reinforced concrete member, and the distance and the diameter of each row of connecting steel bars (40) are larger than 1.33%. According to the unilateral reinforcement ratio of the section of the reinforced concrete member. The connection joint of the SC wall and the RC member has enough strength, and the requirements for the strong joint and the weak member are effectively met; the good stress performance of the connection joint under the low-cycle repeated loads is guaranteed, the connection joint is ductile failure when damaged, and good anti-seismic performance is achieved; and the modular construction technology is adopted, and rapid and high-quality construction is effectively achieved.
本发明公开了一种钢板混凝土墙体与钢筋混凝土构件节点连接方式，其特征在于，所述钢板混凝土墙体与所述钢筋混凝土构件之间通过连接钢筋(40)传递荷载，所述连接钢筋(40)在所述钢板混凝土墙体或钢筋混凝土构件每边设置有两排，每排所述连接钢筋(40)的间距和直径按照所述钢筋混凝土构件截面单边配筋率大于1.33％取值。保证SC墙体与RC构件的连接节点有足够的强度，有效地实现强节点弱构件地要求；连接节点在低周反复荷载下的良好受力性能，保证其破坏时为延性破坏，拥有良好的抗震性能；采用模块化施工技术，有效地实现快速优质的施工。
Steel plate concrete wall and reinforced concrete member joint connection mode
一种钢板混凝土墙体与钢筋混凝土构件节点连接方式
LI CHENG (Autor:in) / CHU MENG (Autor:in) / YAN JUN (Autor:in) / ZHANG CHAO (Autor:in) / LIU QIANG (Autor:in) / HUANG XIAOLIN (Autor:in)
28.05.2021
Patent
Elektronische Ressource
Chinesisch
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