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Floor connecting structure and connecting node structure of bidirectional steel truss conversion reinforced concrete column thereof
The invention relates to the technical field of floor construction, and discloses a floor connecting structure and a connecting node structure of a bidirectional steel truss conversion reinforced concrete column of the floor connecting structure, and the connecting node structure of the bidirectional steel truss conversion reinforced concrete column comprises a first truss and a second truss, the first truss comprises a first truss upper chord member and a first truss lower chord member which are oppositely arranged, and the first truss upper chord member and the first truss lower chord member are horizontally arranged; the second truss also comprises a second truss upper chord member and a second truss lower chord member which are oppositely arranged, and the second truss upper chord member and the second truss lower chord member are horizontally arranged and are vertically connected to the first truss upper chord member and the first truss lower chord member respectively; the concrete column is located above the joint of the first truss and the second truss and fixed to the first truss. The stress and overall stability of the conversion structure are guaranteed, and the clear height of a building is further increased; and the section of the rod piece can be reduced, so that the steel consumption and the material cost are reduced.
本发明涉及楼面施工技术领域,公开了一种楼面连接结构及其双向钢桁架转换钢筋混凝土柱的连接节点结构,其中双向钢桁架转换钢筋混凝土柱的连接节点结构,包括:第一桁架,第一桁架包括相对设置的第一桁架上弦杆和第一桁架下弦杆,第一桁架上弦杆和第一桁架下弦杆均水平设置;第二桁架,第二桁架也包括相对设置的第二桁架上弦杆和第二桁架下弦杆,第二桁架上弦杆和第二桁架下弦杆水平设置并分别垂直连接于第一桁架上弦杆和第一桁架下弦杆;混凝土柱,混凝土柱位于第一桁架和第二桁架的连接处的上方并固定于第一桁架上。本申请保证了转换结构的受力和整体稳定,进一步提升了建筑净高;而且使得杆件截面可以变小,从而降低了用钢量和材料成本。
Floor connecting structure and connecting node structure of bidirectional steel truss conversion reinforced concrete column thereof
The invention relates to the technical field of floor construction, and discloses a floor connecting structure and a connecting node structure of a bidirectional steel truss conversion reinforced concrete column of the floor connecting structure, and the connecting node structure of the bidirectional steel truss conversion reinforced concrete column comprises a first truss and a second truss, the first truss comprises a first truss upper chord member and a first truss lower chord member which are oppositely arranged, and the first truss upper chord member and the first truss lower chord member are horizontally arranged; the second truss also comprises a second truss upper chord member and a second truss lower chord member which are oppositely arranged, and the second truss upper chord member and the second truss lower chord member are horizontally arranged and are vertically connected to the first truss upper chord member and the first truss lower chord member respectively; the concrete column is located above the joint of the first truss and the second truss and fixed to the first truss. The stress and overall stability of the conversion structure are guaranteed, and the clear height of a building is further increased; and the section of the rod piece can be reduced, so that the steel consumption and the material cost are reduced.
本发明涉及楼面施工技术领域,公开了一种楼面连接结构及其双向钢桁架转换钢筋混凝土柱的连接节点结构,其中双向钢桁架转换钢筋混凝土柱的连接节点结构,包括:第一桁架,第一桁架包括相对设置的第一桁架上弦杆和第一桁架下弦杆,第一桁架上弦杆和第一桁架下弦杆均水平设置;第二桁架,第二桁架也包括相对设置的第二桁架上弦杆和第二桁架下弦杆,第二桁架上弦杆和第二桁架下弦杆水平设置并分别垂直连接于第一桁架上弦杆和第一桁架下弦杆;混凝土柱,混凝土柱位于第一桁架和第二桁架的连接处的上方并固定于第一桁架上。本申请保证了转换结构的受力和整体稳定,进一步提升了建筑净高;而且使得杆件截面可以变小,从而降低了用钢量和材料成本。
Floor connecting structure and connecting node structure of bidirectional steel truss conversion reinforced concrete column thereof
楼面连接结构及其双向钢桁架转换钢筋混凝土柱的连接节点结构
HE JIANLONG (Autor:in) / LIU DAXIN (Autor:in) / WU QUANLIN (Autor:in) / LIANG CHAOQUN (Autor:in) / ZHU ZUJING (Autor:in) / HUANG ZHIQIAN (Autor:in) / LI XIANG (Autor:in) / CHEN YUSHEN (Autor:in) / HUANG YUXIN (Autor:in) / LI YITING (Autor:in)
22.11.2024
Patent
Elektronische Ressource
Chinesisch
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