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Building warehouse full-assembly type steel truss-concrete composite floor system
The invention relates to the technical field of structural design and construction of assembly type floor systems, in particular to a building warehouse full-assembly type steel truss-concrete composite floor system which comprises columns, double-wave web box-shaped section steel beams and prefabricated steel truss-concrete composite plates. The prefabricated steel truss-concrete composite plate is detachably installed on the double-corrugated-web box-type section steel beam, an upper flange corrugated web and a lower flange are formed on the double-corrugated-web box-type section steel beam, a plurality of studs are arranged at the top of the upper flange and the top of the lower flange at equal intervals, and the prefabricated steel truss-concrete composite plate comprises a concrete body. The concrete body is formed by pouring a steel truss, a steel reinforcement framework and a steel reinforcement framework; the steel truss comprises an upper chord member and a lower chord member which are arranged in parallel and are connected through web members; the double rows of studs are arranged on the upper chord at equal intervals, the in-plane rigidity of the floor system is improved, meanwhile, the prefabricated plates are surrounded and restrained by the double-corrugated web box-type section steel beams on the periphery, and the partition plate performance of the floor system is improved.
本发明涉及装配式楼盖结构设计与施工技术领域,具体是一种楼房仓全装配式钢桁架‑混凝土组合楼盖,包括:柱子、双波形腹板箱型截面钢梁以及预制钢桁架‑混凝土组合板;预制钢桁架‑混凝土组合板可拆卸的安装于双波形腹板箱型截面钢梁上,双波形腹板箱型截面钢梁上形成有上翼缘波纹腹板及下翼缘,上翼缘与上翼缘顶部等距设置有多个栓钉,预制钢桁架‑混凝土组合板包括混凝土体,混凝土体由钢桁架、钢筋骨架及钢筋骨架浇筑形成;钢桁架包括平行设置的上弦杆及下弦杆,二者通过腹杆连接;上弦杆上等距设置有双排栓钉,提高了楼盖的平面内刚度,同时预制板由四周双波形腹板箱型截面钢梁围合约束,提高了楼盖的隔板性能。
Building warehouse full-assembly type steel truss-concrete composite floor system
The invention relates to the technical field of structural design and construction of assembly type floor systems, in particular to a building warehouse full-assembly type steel truss-concrete composite floor system which comprises columns, double-wave web box-shaped section steel beams and prefabricated steel truss-concrete composite plates. The prefabricated steel truss-concrete composite plate is detachably installed on the double-corrugated-web box-type section steel beam, an upper flange corrugated web and a lower flange are formed on the double-corrugated-web box-type section steel beam, a plurality of studs are arranged at the top of the upper flange and the top of the lower flange at equal intervals, and the prefabricated steel truss-concrete composite plate comprises a concrete body. The concrete body is formed by pouring a steel truss, a steel reinforcement framework and a steel reinforcement framework; the steel truss comprises an upper chord member and a lower chord member which are arranged in parallel and are connected through web members; the double rows of studs are arranged on the upper chord at equal intervals, the in-plane rigidity of the floor system is improved, meanwhile, the prefabricated plates are surrounded and restrained by the double-corrugated web box-type section steel beams on the periphery, and the partition plate performance of the floor system is improved.
本发明涉及装配式楼盖结构设计与施工技术领域,具体是一种楼房仓全装配式钢桁架‑混凝土组合楼盖,包括:柱子、双波形腹板箱型截面钢梁以及预制钢桁架‑混凝土组合板;预制钢桁架‑混凝土组合板可拆卸的安装于双波形腹板箱型截面钢梁上,双波形腹板箱型截面钢梁上形成有上翼缘波纹腹板及下翼缘,上翼缘与上翼缘顶部等距设置有多个栓钉,预制钢桁架‑混凝土组合板包括混凝土体,混凝土体由钢桁架、钢筋骨架及钢筋骨架浇筑形成;钢桁架包括平行设置的上弦杆及下弦杆,二者通过腹杆连接;上弦杆上等距设置有双排栓钉,提高了楼盖的平面内刚度,同时预制板由四周双波形腹板箱型截面钢梁围合约束,提高了楼盖的隔板性能。
Building warehouse full-assembly type steel truss-concrete composite floor system
一种楼房仓全装配式钢桁架-混凝土组合楼盖
PANG RUI (Autor:in) / LIU FANGFANG (Autor:in) / SHI KAIYONG (Autor:in) / LIU SHILING (Autor:in) / ZHANG TIANPENG (Autor:in) / DANG LONGJI (Autor:in) / ZHOU FEI (Autor:in) / QIN SHOUWAN (Autor:in) / YUE LONGFEI (Autor:in) / YUAN RUIRUI (Autor:in)
08.10.2024
Patent
Elektronische Ressource
Chinesisch
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