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Connecting joint, connecting joint construction method and connecting joint design method
The invention relates to the technical field of buildings, in particular to a connecting joint, a connecting joint construction method and a connecting joint design method.The connecting joint comprises a main beam extending in the first direction and a secondary beam extending in the second direction, and a connecting notch is formed in at least one side, in the second direction, of a prefabricated concrete part of the main beam; the connecting joint comprises a connecting rib, and one end, in the second direction, of the connecting rib is fixedly connected with the main beam web. At one end, connected with the main beam, of the secondary beam, opposite to the precast concrete part of the secondary beam, the web part of the secondary beam extends towards the outer side of the secondary beam by a preset length; the part of the secondary beam web and the connecting rib are at least partially overlapped and connected; and the connecting notches, the parts of the secondary beam webs and the connecting ribs are all embedded in the main beam pouring main body and/or the secondary beam pouring main body. According to the connecting joint, the connecting joint construction method and the connecting joint design method, the size of the section of the secondary beam and the number of reinforcing bars are reduced, and the structure of the connecting joint is simplified.
本申请涉及建筑技术领域,尤其是涉及一种连接节点、连接节点施工方法及连接节点设计方法,连接节点包括沿第一方向延伸的主梁和沿第二方向延伸的次梁,主梁的预制混凝土部的在第二方向上的至少一侧开设连接槽口,连接节点包括连接肋,连接肋的在第二方向上的一端与主梁腹板固定连接;在次梁的与主梁连接的一端,相对次梁的预制混凝土部,次梁腹板的部分向次梁的外侧延伸预定长度;次梁腹板的部分与连接肋两者至少部分重叠且连接;连接槽口、次梁腹板的部分和连接肋均埋设于主梁浇筑主体和/或次梁浇筑主体内。根据本申请提供的连接节点、连接节点施工方法及连接节点设计方法,减小次梁截面的尺寸和配筋数量,并简化了连接节点的构造。
Connecting joint, connecting joint construction method and connecting joint design method
The invention relates to the technical field of buildings, in particular to a connecting joint, a connecting joint construction method and a connecting joint design method.The connecting joint comprises a main beam extending in the first direction and a secondary beam extending in the second direction, and a connecting notch is formed in at least one side, in the second direction, of a prefabricated concrete part of the main beam; the connecting joint comprises a connecting rib, and one end, in the second direction, of the connecting rib is fixedly connected with the main beam web. At one end, connected with the main beam, of the secondary beam, opposite to the precast concrete part of the secondary beam, the web part of the secondary beam extends towards the outer side of the secondary beam by a preset length; the part of the secondary beam web and the connecting rib are at least partially overlapped and connected; and the connecting notches, the parts of the secondary beam webs and the connecting ribs are all embedded in the main beam pouring main body and/or the secondary beam pouring main body. According to the connecting joint, the connecting joint construction method and the connecting joint design method, the size of the section of the secondary beam and the number of reinforcing bars are reduced, and the structure of the connecting joint is simplified.
本申请涉及建筑技术领域,尤其是涉及一种连接节点、连接节点施工方法及连接节点设计方法,连接节点包括沿第一方向延伸的主梁和沿第二方向延伸的次梁,主梁的预制混凝土部的在第二方向上的至少一侧开设连接槽口,连接节点包括连接肋,连接肋的在第二方向上的一端与主梁腹板固定连接;在次梁的与主梁连接的一端,相对次梁的预制混凝土部,次梁腹板的部分向次梁的外侧延伸预定长度;次梁腹板的部分与连接肋两者至少部分重叠且连接;连接槽口、次梁腹板的部分和连接肋均埋设于主梁浇筑主体和/或次梁浇筑主体内。根据本申请提供的连接节点、连接节点施工方法及连接节点设计方法,减小次梁截面的尺寸和配筋数量,并简化了连接节点的构造。
Connecting joint, connecting joint construction method and connecting joint design method
连接节点、连接节点施工方法及连接节点设计方法
GAO XIAOLONG (Autor:in) / LOU ZHANSHI (Autor:in) / CHEN GUIXIANG (Autor:in) / WAN YING (Autor:in) / ZHANG YONGCHANG (Autor:in) / QIU HAO (Autor:in) / SONG SHUAIBING (Autor:in) / LI BAOLING (Autor:in) / ZHOU HUANLE (Autor:in)
08.12.2023
Patent
Elektronische Ressource
Chinesisch
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