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Overload small-clear-distance beam adjustable disc buckle formwork supporting frame and construction method thereof
The invention discloses a super-load small-distance beam adjustable ring buckle formwork supporting frame and a construction method thereof.The super-load small-distance beam adjustable ring buckle formwork supporting frame comprises a ring buckle type scaffold, a full framing arranged on the ring buckle type scaffold, a full framing adjustable jacking and a wooden box, and the full framing adjustable jacking and the wooden box are arranged on the full framing and used for supporting a beam body; the concrete pouring bodies are poured between the adjacent beam bodies, and the bottoms of the concrete pouring bodies abut against the full framing. The construction method comprises the steps of erecting the ring-lock type scaffold, erecting the full framing and erecting the overload small-clear-distance inter-beam supporting structure. The technical problems that the erecting working condition of a beam body supporting frame cannot meet the modular space requirement of the ring-lock type scaffold, and the formwork mounting quality is affected due to insufficient side formwork reinforcing operation space caused by complex main body structures or large-density beam body distribution of a transfer layer are mainly solved.
本发明公开了超荷载小净距梁可调式盘扣模板支撑架及其施工方法,超荷载小净距梁可调式盘扣模板支撑架包括盘扣式脚手架,设于盘扣式脚手架上的满堂支架,设于满堂支架上对梁体进行支撑的满堂支架可调顶托和木盒子,以及浇筑于相邻梁体之间的混凝土浇注体,混凝土浇注体底部与满堂支架相顶底。施工方法为搭设盘扣式脚手架、搭设满堂支架和搭设超荷载小净距梁体间支撑结构。本发明主要克服梁体支撑架搭设工况无法满足盘扣式脚手架模数空间要求,以及复杂主体结构或转换层较大密度梁体分布导致侧模加固操作空间不足从而影响模板安装质量的技术问题。
Overload small-clear-distance beam adjustable disc buckle formwork supporting frame and construction method thereof
The invention discloses a super-load small-distance beam adjustable ring buckle formwork supporting frame and a construction method thereof.The super-load small-distance beam adjustable ring buckle formwork supporting frame comprises a ring buckle type scaffold, a full framing arranged on the ring buckle type scaffold, a full framing adjustable jacking and a wooden box, and the full framing adjustable jacking and the wooden box are arranged on the full framing and used for supporting a beam body; the concrete pouring bodies are poured between the adjacent beam bodies, and the bottoms of the concrete pouring bodies abut against the full framing. The construction method comprises the steps of erecting the ring-lock type scaffold, erecting the full framing and erecting the overload small-clear-distance inter-beam supporting structure. The technical problems that the erecting working condition of a beam body supporting frame cannot meet the modular space requirement of the ring-lock type scaffold, and the formwork mounting quality is affected due to insufficient side formwork reinforcing operation space caused by complex main body structures or large-density beam body distribution of a transfer layer are mainly solved.
本发明公开了超荷载小净距梁可调式盘扣模板支撑架及其施工方法,超荷载小净距梁可调式盘扣模板支撑架包括盘扣式脚手架,设于盘扣式脚手架上的满堂支架,设于满堂支架上对梁体进行支撑的满堂支架可调顶托和木盒子,以及浇筑于相邻梁体之间的混凝土浇注体,混凝土浇注体底部与满堂支架相顶底。施工方法为搭设盘扣式脚手架、搭设满堂支架和搭设超荷载小净距梁体间支撑结构。本发明主要克服梁体支撑架搭设工况无法满足盘扣式脚手架模数空间要求,以及复杂主体结构或转换层较大密度梁体分布导致侧模加固操作空间不足从而影响模板安装质量的技术问题。
Overload small-clear-distance beam adjustable disc buckle formwork supporting frame and construction method thereof
超荷载小净距梁可调式盘扣模板支撑架及其施工方法
ZHANG HAICHUAN (Autor:in) / WANG YONGDONG (Autor:in) / LI DONGYI (Autor:in) / CUI HONGQI (Autor:in) / LUO ENHONG (Autor:in)
03.06.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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