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Fabricated cantilever supporting system and construction method thereof
The fabricated cantilever supporting system is installed on the periphery of a shear wall and comprises a vertical combined steel beam and two layers of horizontal combined steel beams. An adjustable inclined supporting rod piece is connected between the two layers of horizontal combined steel beams; the upper end of the vertical combined steel beam is connected with a steel beam connecting piece; the vertical combined steel beams are connected with the lower-layer horizontal combined steel beams through steel beam connecting pieces; an adjustable inclined supporting rod piece is connected between the lower-layer horizontal combined steel beam and the vertical combined steel beam; the vertical combined steel beam is connected with an overhanging supporting base and a horizontal supporting piece. The vertical combined steel beams are connected with the shear wall through the overhanging supporting supports. A triangular stable system is formed by the vertical combined steel beams, the transverse combined steel beams and the adjustable inclined supporting rod pieces, all the components are connected through the high-strength bolts, assembly and disassembly are convenient, and the construction cost is saved.
本发明公开了一种装配式悬挑支撑体系及其施工方法,安装在剪力墙外围,包括竖向组合钢梁和两层水平组合钢梁;所述两层水平组合钢梁之间连接有可调节斜支撑杆件;所述竖向组合钢梁上端连接有钢梁连接件;所述竖向组合钢梁通过钢梁连接件与下层水平组合钢梁连接;所述下层水平组合钢梁和竖向组合钢梁之间连接有可调节斜支撑杆件;所述竖向组合钢梁上连接有悬挑支撑支座和水平支撑件;所述竖向组合钢梁通过悬挑支撑支座与剪力墙连接。本发明通过竖向组合钢梁、横向组合钢梁及可调节斜支撑杆件组成三角稳定体系,且各构件均通过高强度螺栓进行连接,安拆方便,节约施工成本。
Fabricated cantilever supporting system and construction method thereof
The fabricated cantilever supporting system is installed on the periphery of a shear wall and comprises a vertical combined steel beam and two layers of horizontal combined steel beams. An adjustable inclined supporting rod piece is connected between the two layers of horizontal combined steel beams; the upper end of the vertical combined steel beam is connected with a steel beam connecting piece; the vertical combined steel beams are connected with the lower-layer horizontal combined steel beams through steel beam connecting pieces; an adjustable inclined supporting rod piece is connected between the lower-layer horizontal combined steel beam and the vertical combined steel beam; the vertical combined steel beam is connected with an overhanging supporting base and a horizontal supporting piece. The vertical combined steel beams are connected with the shear wall through the overhanging supporting supports. A triangular stable system is formed by the vertical combined steel beams, the transverse combined steel beams and the adjustable inclined supporting rod pieces, all the components are connected through the high-strength bolts, assembly and disassembly are convenient, and the construction cost is saved.
本发明公开了一种装配式悬挑支撑体系及其施工方法,安装在剪力墙外围,包括竖向组合钢梁和两层水平组合钢梁;所述两层水平组合钢梁之间连接有可调节斜支撑杆件;所述竖向组合钢梁上端连接有钢梁连接件;所述竖向组合钢梁通过钢梁连接件与下层水平组合钢梁连接;所述下层水平组合钢梁和竖向组合钢梁之间连接有可调节斜支撑杆件;所述竖向组合钢梁上连接有悬挑支撑支座和水平支撑件;所述竖向组合钢梁通过悬挑支撑支座与剪力墙连接。本发明通过竖向组合钢梁、横向组合钢梁及可调节斜支撑杆件组成三角稳定体系,且各构件均通过高强度螺栓进行连接,安拆方便,节约施工成本。
Fabricated cantilever supporting system and construction method thereof
一种装配式悬挑支撑体系及其施工方法
CHEN BING (author) / HE BIAO (author) / DING BAOSHENG (author) / HU WEIJUN (author)
2024-01-26
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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