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A platform for research: civil engineering, architecture and urbanism
Fabricated steel structure composite floor slab system and mounting method thereof
The invention relates to the technical field of composite floor slabs, and discloses an assembly type steel structure composite floor slab system which comprises stirrups and a steel column, a buffering mechanism is arranged at the joint position of the stirrups and the steel column, the buffering mechanism comprises two steel sleeves and a first iron rod, and clamping openings are formed in one sides of the two steel sleeves; second penetrating holes are formed in the two steel sleeves, and steel wires are inserted into the second penetrating holes in a penetrating mode. The invention further provides a mounting method of the assembly type steel structure composite floor system, which comprises the following steps: S1, pre-fixing: firstly, enabling the movable end of the steel wire to sequentially penetrate through one of the first through holes formed in the first iron rod; and S2, stirrups are installed. According to the lifting device, the problems that when the steel frame beam and the steel bar truss floor support plate are lifted, due to lifting instability, the steel frame beam and the steel bar truss floor support plate are prone to impacting a steel frame or an auxiliary fixing mechanism on the steel frame under the action of gravity, the steel frame or the auxiliary fixing mechanism is damaged, and the service life and the safety are affected can be solved.
本发明涉及组合楼板技术领域，且公开了一种装配式钢结构组合楼板系统，包括箍筋和钢柱，所述箍筋与钢柱节点位置设有缓冲机构，所述缓冲机构包括两个钢套和第一铁棒，两个所述钢套一侧均开设有卡口，两个所述钢套内均开设有第二穿孔，第二穿孔内穿插有钢丝；本发明还提出了一种装配式钢结构组合楼板系统安装方法，包括以下步骤：S1：预固定，首先把钢丝活动端依次穿过第一铁棒开设的其中一个第一穿孔；S2：安装箍筋。本发明能够避免在吊装钢框架梁、钢筋桁架楼承板时，但是由于吊装的不稳定性，在重力的作用下钢框架梁、钢筋桁架楼承板容易对钢架或者在钢架上的辅助固定机构进行冲击，造成其损坏，影响使用寿命和安全性的问题。
Fabricated steel structure composite floor slab system and mounting method thereof
The invention relates to the technical field of composite floor slabs, and discloses an assembly type steel structure composite floor slab system which comprises stirrups and a steel column, a buffering mechanism is arranged at the joint position of the stirrups and the steel column, the buffering mechanism comprises two steel sleeves and a first iron rod, and clamping openings are formed in one sides of the two steel sleeves; second penetrating holes are formed in the two steel sleeves, and steel wires are inserted into the second penetrating holes in a penetrating mode. The invention further provides a mounting method of the assembly type steel structure composite floor system, which comprises the following steps: S1, pre-fixing: firstly, enabling the movable end of the steel wire to sequentially penetrate through one of the first through holes formed in the first iron rod; and S2, stirrups are installed. According to the lifting device, the problems that when the steel frame beam and the steel bar truss floor support plate are lifted, due to lifting instability, the steel frame beam and the steel bar truss floor support plate are prone to impacting a steel frame or an auxiliary fixing mechanism on the steel frame under the action of gravity, the steel frame or the auxiliary fixing mechanism is damaged, and the service life and the safety are affected can be solved.
本发明涉及组合楼板技术领域，且公开了一种装配式钢结构组合楼板系统，包括箍筋和钢柱，所述箍筋与钢柱节点位置设有缓冲机构，所述缓冲机构包括两个钢套和第一铁棒，两个所述钢套一侧均开设有卡口，两个所述钢套内均开设有第二穿孔，第二穿孔内穿插有钢丝；本发明还提出了一种装配式钢结构组合楼板系统安装方法，包括以下步骤：S1：预固定，首先把钢丝活动端依次穿过第一铁棒开设的其中一个第一穿孔；S2：安装箍筋。本发明能够避免在吊装钢框架梁、钢筋桁架楼承板时，但是由于吊装的不稳定性，在重力的作用下钢框架梁、钢筋桁架楼承板容易对钢架或者在钢架上的辅助固定机构进行冲击，造成其损坏，影响使用寿命和安全性的问题。
Fabricated steel structure composite floor slab system and mounting method thereof
一种装配式钢结构组合楼板系统及其安装方法
ZHU YUNZHAO (author) / LIU RUYUE (author) / YAN GUIYUN (author)
2023-11-28
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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