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A platform for research: civil engineering, architecture and urbanism
Large-size cantilever plate high-altitude formwork and construction method
The invention relates to the technical field of building construction, in particular to a large-size cantilever plate high-altitude formwork and a construction method.The large-size cantilever plate high-altitude formwork comprises a load-bearing steel frame, the two sides of the load-bearing steel frame are installed on two shear walls respectively, the load-bearing steel frame comprises first load-bearing steel and second load-bearing steel, and the second load-bearing steel is erected on the upper surface of the first load-bearing steel; an inclined supporting frame is fixedly arranged on the upper surface of the bracket, and the inclined supporting frame is obliquely arranged and abuts against the lower surface of the first bearing steel; a suspension steel wire rope is fixedly arranged at one end of the suspension bolt and is obliquely arranged, and the lower end of the suspension steel wire rope is bound on the first bearing steel; the structure has the beneficial effects that the bearing steel frame is arranged between the two corresponding shear walls, the lower side of the first bearing steel is supported by the bracket and the inclined strut, and the upper side of the first bearing steel is suspended by the suspension bolt and the suspension steel wire rope, so that the bearing capacity of the first bearing steel and the bearing capacity of the second bearing steel are improved; and it is ensured that the whole bearing steel frame conducts high-altitude formwork erecting on the large-span cantilever plate.
本发明涉及建筑施工技术领域，具体为一种大尺寸悬挑板高空支模及施工方法，包括：承重钢架，承重钢架的两侧分别安装在两个剪力墙上，承重钢架包括第一承重钢和第二承重钢，第二承重钢搭设于第一承重钢的上表面；牛腿的上表面固定设置有斜撑架，斜撑架倾斜设置并抵在第一承重钢的下表面；悬吊螺栓的一端固定设置有悬吊钢丝绳，悬吊钢丝绳倾斜设置且下端绑在第一承重钢上；有益效果为：通过在正对应的两个剪力墙之间设置有承重钢架，第一承重钢的下侧由牛腿和斜撑架进行支撑，第一承重钢的上侧由悬吊螺栓和悬吊钢丝绳进行悬吊，以增大第一承重钢和第二承重钢的承重能力，确保整个承重钢架对大跨度的悬挑板进行高空支模。
Large-size cantilever plate high-altitude formwork and construction method
The invention relates to the technical field of building construction, in particular to a large-size cantilever plate high-altitude formwork and a construction method.The large-size cantilever plate high-altitude formwork comprises a load-bearing steel frame, the two sides of the load-bearing steel frame are installed on two shear walls respectively, the load-bearing steel frame comprises first load-bearing steel and second load-bearing steel, and the second load-bearing steel is erected on the upper surface of the first load-bearing steel; an inclined supporting frame is fixedly arranged on the upper surface of the bracket, and the inclined supporting frame is obliquely arranged and abuts against the lower surface of the first bearing steel; a suspension steel wire rope is fixedly arranged at one end of the suspension bolt and is obliquely arranged, and the lower end of the suspension steel wire rope is bound on the first bearing steel; the structure has the beneficial effects that the bearing steel frame is arranged between the two corresponding shear walls, the lower side of the first bearing steel is supported by the bracket and the inclined strut, and the upper side of the first bearing steel is suspended by the suspension bolt and the suspension steel wire rope, so that the bearing capacity of the first bearing steel and the bearing capacity of the second bearing steel are improved; and it is ensured that the whole bearing steel frame conducts high-altitude formwork erecting on the large-span cantilever plate.
本发明涉及建筑施工技术领域，具体为一种大尺寸悬挑板高空支模及施工方法，包括：承重钢架，承重钢架的两侧分别安装在两个剪力墙上，承重钢架包括第一承重钢和第二承重钢，第二承重钢搭设于第一承重钢的上表面；牛腿的上表面固定设置有斜撑架，斜撑架倾斜设置并抵在第一承重钢的下表面；悬吊螺栓的一端固定设置有悬吊钢丝绳，悬吊钢丝绳倾斜设置且下端绑在第一承重钢上；有益效果为：通过在正对应的两个剪力墙之间设置有承重钢架，第一承重钢的下侧由牛腿和斜撑架进行支撑，第一承重钢的上侧由悬吊螺栓和悬吊钢丝绳进行悬吊，以增大第一承重钢和第二承重钢的承重能力，确保整个承重钢架对大跨度的悬挑板进行高空支模。
Large-size cantilever plate high-altitude formwork and construction method
一种大尺寸悬挑板高空支模及施工方法
WU ANQIANG (author) / ZHANG SHUO (author) / ZHANG XIHONG (author) / QIU GUIJI (author) / MENG QINGFENG (author) / ZHANG DONG (author) / WANG YAKUN (author) / LIU BIN (author) / WANG YEMIAO (author) / YIN SHIXIANG (author)
2023-06-06
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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