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Dismantling method for large-span open-web sandwich plate structure disc buckle type supporting frame
The invention discloses a dismantling method for a large-span open-web sandwich plate structure disc buckle type supporting frame, and relates to the field of building construction equipment, and the technical scheme is that the dismantling method comprises the steps that S1, construction is started, and a first-layer scaffold is erected; s2, erecting a first layer of scaffold; s3, after the first-layer upper rib and thin plate concrete is poured for 4 days, a second-layer scaffold is erected; s4, after the second layer of upper rib and thin plate concrete is poured for 4 days, a scaffold support below the first layer of top plate is dismantled; s5, part of scaffold supports on one layer are reserved, and scaffold supports on the other layer are dismantled; s6, three layers of scaffolds are erected; s7, after the third layer of upper rib and thin plate concrete is poured for 4 days, the second layer of part of scaffold supports are reserved, and the other two layers of scaffold supports are dismantled; and S8, part of scaffold supports reserved on the first layer are dismantled. The method has the beneficial effects that when an upper-layer structure is constructed, part of or all scaffolds of a lower floor can be reasonably removed, so that the utilization rate of the scaffolds and templates is fully improved.
本发明公开了一种大跨度空腹夹层板结构盘扣式支撑架的拆除方法,涉及建筑施工设备领域,技术方案为,包括S1、施工开始,搭设‑1层脚手架;S2、搭设1层脚手架;S3、1层上肋及薄板混凝土浇筑4d后,搭设2层脚手架;S4、2层上肋及薄板混凝土浇筑4d后,拆除‑1层顶板下的脚手架支撑;S5、保留1层部分脚手架支撑,其余1层脚手架支撑拆除;S6、搭设3层脚手架;S7、3层上肋及薄板混凝土浇筑4d后,保留2层部分脚手架支撑,其余2层脚手架支撑拆除;S8、拆除1层保留的部分脚手架支撑。本发明的有益效果是:施工上层结构时,可以合理的拆除下部楼层部分或者全部脚手架,使脚手架和模板利用率充分提高。
Dismantling method for large-span open-web sandwich plate structure disc buckle type supporting frame
The invention discloses a dismantling method for a large-span open-web sandwich plate structure disc buckle type supporting frame, and relates to the field of building construction equipment, and the technical scheme is that the dismantling method comprises the steps that S1, construction is started, and a first-layer scaffold is erected; s2, erecting a first layer of scaffold; s3, after the first-layer upper rib and thin plate concrete is poured for 4 days, a second-layer scaffold is erected; s4, after the second layer of upper rib and thin plate concrete is poured for 4 days, a scaffold support below the first layer of top plate is dismantled; s5, part of scaffold supports on one layer are reserved, and scaffold supports on the other layer are dismantled; s6, three layers of scaffolds are erected; s7, after the third layer of upper rib and thin plate concrete is poured for 4 days, the second layer of part of scaffold supports are reserved, and the other two layers of scaffold supports are dismantled; and S8, part of scaffold supports reserved on the first layer are dismantled. The method has the beneficial effects that when an upper-layer structure is constructed, part of or all scaffolds of a lower floor can be reasonably removed, so that the utilization rate of the scaffolds and templates is fully improved.
本发明公开了一种大跨度空腹夹层板结构盘扣式支撑架的拆除方法,涉及建筑施工设备领域,技术方案为,包括S1、施工开始,搭设‑1层脚手架;S2、搭设1层脚手架;S3、1层上肋及薄板混凝土浇筑4d后,搭设2层脚手架;S4、2层上肋及薄板混凝土浇筑4d后,拆除‑1层顶板下的脚手架支撑;S5、保留1层部分脚手架支撑,其余1层脚手架支撑拆除;S6、搭设3层脚手架;S7、3层上肋及薄板混凝土浇筑4d后,保留2层部分脚手架支撑,其余2层脚手架支撑拆除;S8、拆除1层保留的部分脚手架支撑。本发明的有益效果是:施工上层结构时,可以合理的拆除下部楼层部分或者全部脚手架,使脚手架和模板利用率充分提高。
Dismantling method for large-span open-web sandwich plate structure disc buckle type supporting frame
一种大跨度空腹夹层板结构盘扣式支撑架的拆除方法
CHEN BIN (Autor:in) / LUO ZHONGPENG (Autor:in) / WANG JUN (Autor:in) / DONG PENG (Autor:in) / LIANG LEI (Autor:in) / XU RUIYONG (Autor:in) / LIANG YI (Autor:in) / SUN FENGJIAO (Autor:in) / HUAN CHANGGUI (Autor:in) / HUANG SHUTING (Autor:in)
12.12.2023
Patent
Elektronische Ressource
Chinesisch
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