A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Cast-in-place beam and steel bar truss floor support plate descending plate node connection construction method
The invention discloses a cast-in-place beam and steel bar truss floor support plate descending plate joint connection construction method in the technical field of building construction, which comprises a bottom plate, temporary support frames are arranged on both sides of the bottom of the bottom plate, a first square timber is arranged on one side of the top of the bottom plate, and a second square timber is arranged on the other side of the top of the bottom plate; a bottom face formwork is arranged at the top of the bottom plate, a beam stirrup is arranged between the first square timber and the second square timber, beam main reinforcements are arranged at the four corners in the beam stirrup, a first floor bearing plate is arranged at the top of the first square timber, and a first steel bar frame is arranged at the top of the first floor bearing plate. A first floor support plate is arranged on the top of the first square timber, a first steel bar frame is arranged on the top of the first floor support plate, a lower chord connecting steel bar and an upper chord anchoring bar are arranged on the first steel bar frame, a second floor support plate is arranged on the top of the second square timber, and a second steel bar frame is arranged on the top of the second floor support plate. And the construction efficiency is low.
本发明公开了建筑施工技术领域的一种现浇梁与钢筋桁架楼承板降板节点连接构造方法，包括底板，所述底板的底部两侧均设有临时支撑架，所述底板的顶部一侧设有第一方木，所述底板的顶部另一侧设有第二方木，所述底板的顶部设有底面模板，所述第一方木和第二方木之间设有梁箍筋，所述梁箍筋内部四角均设有梁主筋，所述第一方木的顶部设有第一楼承板，所述第一楼承板的顶部设有第一钢筋架，所述第一钢筋架上设有下弦连接钢筋和上弦锚固筋，所述第二方木的顶部设有第二楼承板，所述第二楼承板的顶部设有第二钢筋架，本发明解决了但针对卫生间、厨房等有高差的降板部位往往使用的还是现浇模架楼板技术，施工效率较低的问题。
Cast-in-place beam and steel bar truss floor support plate descending plate node connection construction method
The invention discloses a cast-in-place beam and steel bar truss floor support plate descending plate joint connection construction method in the technical field of building construction, which comprises a bottom plate, temporary support frames are arranged on both sides of the bottom of the bottom plate, a first square timber is arranged on one side of the top of the bottom plate, and a second square timber is arranged on the other side of the top of the bottom plate; a bottom face formwork is arranged at the top of the bottom plate, a beam stirrup is arranged between the first square timber and the second square timber, beam main reinforcements are arranged at the four corners in the beam stirrup, a first floor bearing plate is arranged at the top of the first square timber, and a first steel bar frame is arranged at the top of the first floor bearing plate. A first floor support plate is arranged on the top of the first square timber, a first steel bar frame is arranged on the top of the first floor support plate, a lower chord connecting steel bar and an upper chord anchoring bar are arranged on the first steel bar frame, a second floor support plate is arranged on the top of the second square timber, and a second steel bar frame is arranged on the top of the second floor support plate. And the construction efficiency is low.
本发明公开了建筑施工技术领域的一种现浇梁与钢筋桁架楼承板降板节点连接构造方法，包括底板，所述底板的底部两侧均设有临时支撑架，所述底板的顶部一侧设有第一方木，所述底板的顶部另一侧设有第二方木，所述底板的顶部设有底面模板，所述第一方木和第二方木之间设有梁箍筋，所述梁箍筋内部四角均设有梁主筋，所述第一方木的顶部设有第一楼承板，所述第一楼承板的顶部设有第一钢筋架，所述第一钢筋架上设有下弦连接钢筋和上弦锚固筋，所述第二方木的顶部设有第二楼承板，所述第二楼承板的顶部设有第二钢筋架，本发明解决了但针对卫生间、厨房等有高差的降板部位往往使用的还是现浇模架楼板技术，施工效率较低的问题。
Cast-in-place beam and steel bar truss floor support plate descending plate node connection construction method
一种现浇梁与钢筋桁架楼承板降板节点连接构造方法
MEI FUQUAN (author) / WU LIJUN (author) / LI LIN (author) / WEI JIANXUN (author) / DANIELSSON FAN XING (author) / MENG TINGTING (author) / ZHANG YANXIA (author) / HAN LIYING (author)
2024-11-01
Patent
Electronic Resource
Chinese
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