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Steel structure truss cantilever structure capable of reducing high-altitude construction difficulty and construction method of steel structure truss cantilever structure
The invention relates to a steel structure truss cantilever structure capable of reducing high-altitude construction difficulty and a construction method thereof, and belongs to the technical field of truss cantilever structure construction. Comprising a structure wall body which is vertically arranged, a connecting transition floor slab is arranged on the upper edge of the structure wall body, a wall body outer concrete beam is arranged on the side, away from the structure wall body, of the connecting transition floor slab in the length direction of the connecting transition floor slab, and an overhanging truss body is hung below the wall body outer concrete beam through a hoisting assembly; the tail end of the cantilever truss body is fixed to the outer side face of a structural wall. The hoisting assembly comprises a front side cable-stayed support fixed to the front side face of the concrete beam outside the wall and a rear side cable-stayed support fixed to the rear side face of the concrete beam outside the wall, and the front side cable-stayed support is detachably connected with the portion, below the front side cable-stayed support, of the pipe truss through a hoisting rod A. The hoisting assembly has the following beneficial effects that erecting and construction are convenient and fast; the labor intensity is low, the cost is low, and the large-span steel structure truss cantilever design can be met.
本发明涉及一种降低高空施工难度的钢结构桁架悬挑结构及其施工方法,属于桁架悬挑结构建造技术领域。包括竖向设置的结构墙体,所述结构墙体的上边缘设置有连接过渡楼板,所述连接过渡楼板远离结构墙体的一侧,延其长度方向设置有墙体外混凝土梁,所述墙体外混凝土梁的下方悬挂有通过吊装组件安装有悬挑桁架主体,所述悬挑桁架主体的尾端固定在结构墙体的外侧面上。所述吊装组件包括固定在墙体外混凝土梁前侧面上的前侧斜拉支撑以及固定在墙体外混凝土梁后侧面上的后侧斜拉支撑,所述前侧斜拉支撑通过吊杆A与前侧斜拉支撑下方的管桁架可拆卸连接,本发明具有以下有益效果:架设、施工便捷,劳动强度低,成本低,能满足大跨度钢结构桁架悬挑设计。
Steel structure truss cantilever structure capable of reducing high-altitude construction difficulty and construction method of steel structure truss cantilever structure
The invention relates to a steel structure truss cantilever structure capable of reducing high-altitude construction difficulty and a construction method thereof, and belongs to the technical field of truss cantilever structure construction. Comprising a structure wall body which is vertically arranged, a connecting transition floor slab is arranged on the upper edge of the structure wall body, a wall body outer concrete beam is arranged on the side, away from the structure wall body, of the connecting transition floor slab in the length direction of the connecting transition floor slab, and an overhanging truss body is hung below the wall body outer concrete beam through a hoisting assembly; the tail end of the cantilever truss body is fixed to the outer side face of a structural wall. The hoisting assembly comprises a front side cable-stayed support fixed to the front side face of the concrete beam outside the wall and a rear side cable-stayed support fixed to the rear side face of the concrete beam outside the wall, and the front side cable-stayed support is detachably connected with the portion, below the front side cable-stayed support, of the pipe truss through a hoisting rod A. The hoisting assembly has the following beneficial effects that erecting and construction are convenient and fast; the labor intensity is low, the cost is low, and the large-span steel structure truss cantilever design can be met.
本发明涉及一种降低高空施工难度的钢结构桁架悬挑结构及其施工方法,属于桁架悬挑结构建造技术领域。包括竖向设置的结构墙体,所述结构墙体的上边缘设置有连接过渡楼板,所述连接过渡楼板远离结构墙体的一侧,延其长度方向设置有墙体外混凝土梁,所述墙体外混凝土梁的下方悬挂有通过吊装组件安装有悬挑桁架主体,所述悬挑桁架主体的尾端固定在结构墙体的外侧面上。所述吊装组件包括固定在墙体外混凝土梁前侧面上的前侧斜拉支撑以及固定在墙体外混凝土梁后侧面上的后侧斜拉支撑,所述前侧斜拉支撑通过吊杆A与前侧斜拉支撑下方的管桁架可拆卸连接,本发明具有以下有益效果:架设、施工便捷,劳动强度低,成本低,能满足大跨度钢结构桁架悬挑设计。
Steel structure truss cantilever structure capable of reducing high-altitude construction difficulty and construction method of steel structure truss cantilever structure
降低高空施工难度的钢结构桁架悬挑结构及其施工方法
ZHANG MENG (Autor:in) / LIANG XIANGWEN (Autor:in) / LIU XIANGHUI (Autor:in) / XU CHUANHAI (Autor:in)
30.01.2024
Patent
Elektronische Ressource
Chinesisch
Cantilever truss platform and cantilever truss construction method
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