A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Concrete-concrete combined beam column plate joint and construction method
The invention provides a concrete-concrete combined beam column plate joint and a construction method, and relates to the technical field of building constructions.The joint comprises a prefabricated column formwork, a prefabricated groove type beam and a slotting type prefabricated plate set, and the prefabricated groove type beam is erected on the side edge of the prefabricated column formwork; the plurality of slotted prefabricated slab groups are erected on the prefabricated channel beam at intervals in the length direction of the prefabricated channel beam; the slotted prefabricated slab group comprises two slotted prefabricated slabs connected to the two sides of the prefabricated channel beam in the length direction, and the notch additional steel bars are placed in slab edge notches of the two opposite slotted prefabricated slabs. A plurality of beam top additional reinforcements are arranged at intervals at the top of the prefabricated trough beam in the length direction; the prefabricated column formwork, the prefabricated groove type beam and the slotting type prefabricated plate set are connected to form a connection whole by pouring concrete; an additional steel bar set is arranged in the joint area and comprises joint stirrups, vertical lap joint steel bars and horizontal lap joint steel bars. The prefabricated part is of a non-rib-out structure, and the stacking and transporting efficiency is improved.
本发明提供了混凝土‑混凝土组合梁柱板节点及施工方法，涉及建筑物构造技术领域，节点包括：预制柱模壳、预制槽型梁、开槽型预制板组，预制柱模壳的侧边搭设有预制槽型梁，若干开槽型预制板组沿着预制槽型梁长度方向间隔搭设在预制槽型梁上；开槽型预制板组包括：连接在预制槽型梁长度方向两侧的两个开槽型预制板，槽口附加钢筋放置在相对的两个开槽型预制板的板边槽口；预制槽型梁顶部沿着长度方向间隔设置若干梁顶附加钢筋；通过浇筑混凝土使得预制柱模壳、预制槽型梁、开槽型预制板组连接形成连接整体；节点区设置附加钢筋组，附加钢筋组包括节点箍筋、竖向搭接钢筋、水平搭接钢筋。本发明预制构件采用不出筋构造，提高了堆放、运输效率。
Concrete-concrete combined beam column plate joint and construction method
The invention provides a concrete-concrete combined beam column plate joint and a construction method, and relates to the technical field of building constructions.The joint comprises a prefabricated column formwork, a prefabricated groove type beam and a slotting type prefabricated plate set, and the prefabricated groove type beam is erected on the side edge of the prefabricated column formwork; the plurality of slotted prefabricated slab groups are erected on the prefabricated channel beam at intervals in the length direction of the prefabricated channel beam; the slotted prefabricated slab group comprises two slotted prefabricated slabs connected to the two sides of the prefabricated channel beam in the length direction, and the notch additional steel bars are placed in slab edge notches of the two opposite slotted prefabricated slabs. A plurality of beam top additional reinforcements are arranged at intervals at the top of the prefabricated trough beam in the length direction; the prefabricated column formwork, the prefabricated groove type beam and the slotting type prefabricated plate set are connected to form a connection whole by pouring concrete; an additional steel bar set is arranged in the joint area and comprises joint stirrups, vertical lap joint steel bars and horizontal lap joint steel bars. The prefabricated part is of a non-rib-out structure, and the stacking and transporting efficiency is improved.
本发明提供了混凝土‑混凝土组合梁柱板节点及施工方法，涉及建筑物构造技术领域，节点包括：预制柱模壳、预制槽型梁、开槽型预制板组，预制柱模壳的侧边搭设有预制槽型梁，若干开槽型预制板组沿着预制槽型梁长度方向间隔搭设在预制槽型梁上；开槽型预制板组包括：连接在预制槽型梁长度方向两侧的两个开槽型预制板，槽口附加钢筋放置在相对的两个开槽型预制板的板边槽口；预制槽型梁顶部沿着长度方向间隔设置若干梁顶附加钢筋；通过浇筑混凝土使得预制柱模壳、预制槽型梁、开槽型预制板组连接形成连接整体；节点区设置附加钢筋组，附加钢筋组包括节点箍筋、竖向搭接钢筋、水平搭接钢筋。本发明预制构件采用不出筋构造，提高了堆放、运输效率。
Concrete-concrete combined beam column plate joint and construction method
混凝土-混凝土组合梁柱板节点及施工方法
NIE XIN (author) / ZHUANG LIANGDONG (author) / ZHAO YUPENG (author)
2024-12-27
Patent
Electronic Resource
Chinese
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