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Machining method of construction shaping formworks of large-section special-shaped concrete pier column structure
The invention discloses an installation method of construction shaping formworks of a large-section special-shaped concrete pier column structure. Each construction shaping formwork of the large-section special-shaped concrete pier column structure mainly comprises a vertical frame, a transverse frame, a panel, a vertical rib, a transverse rib, a partition plate, a back rib, opposite-pull angle steel, a triangular plate, a hanging plate and an opposite-pull rod. During use, every four formworks are integrally assembled through a hoisting machine, the interiors of the formworks are coated withan isolating agent, the positions of the formworks are finely adjusted through total station and level gauge inspection, and after the inspection is error-free, the opposite-pull rods are used for completing integral connection and reinforcement among the four formworks. After concrete pouring is finished, the opposite-pull rods are loosened, the steel formworks are dismantled through matching ofthe hoisting machine, and after the surfaces of the formworks are cleaned, the formworks can still be used for next formwork installation work.
本发明公开了一种大截面异形混凝土墩柱结构的施工定型模板的安装方法,所述大截面异形混凝土墩柱结构的施工定型模板主要由竖边框、横边框、面板、竖肋、横肋、隔板、背楞、对拉角钢、三角板、吊板、对拉杆组成。使用时,通过起重机械将每4片模板整体拼装,并于模板内涂刷隔离剂,通过全站仪及水准仪检查,微调模板位置,检查无误后,再使用对拉杆完成4片模板之间的整体连接和加固。砼浇筑完成后,先松开对拉杆,通过起重机械配合拆除此钢模板,对模板表面进行清理后,仍可用于下一次的模板安装工作。
Machining method of construction shaping formworks of large-section special-shaped concrete pier column structure
The invention discloses an installation method of construction shaping formworks of a large-section special-shaped concrete pier column structure. Each construction shaping formwork of the large-section special-shaped concrete pier column structure mainly comprises a vertical frame, a transverse frame, a panel, a vertical rib, a transverse rib, a partition plate, a back rib, opposite-pull angle steel, a triangular plate, a hanging plate and an opposite-pull rod. During use, every four formworks are integrally assembled through a hoisting machine, the interiors of the formworks are coated withan isolating agent, the positions of the formworks are finely adjusted through total station and level gauge inspection, and after the inspection is error-free, the opposite-pull rods are used for completing integral connection and reinforcement among the four formworks. After concrete pouring is finished, the opposite-pull rods are loosened, the steel formworks are dismantled through matching ofthe hoisting machine, and after the surfaces of the formworks are cleaned, the formworks can still be used for next formwork installation work.
本发明公开了一种大截面异形混凝土墩柱结构的施工定型模板的安装方法,所述大截面异形混凝土墩柱结构的施工定型模板主要由竖边框、横边框、面板、竖肋、横肋、隔板、背楞、对拉角钢、三角板、吊板、对拉杆组成。使用时,通过起重机械将每4片模板整体拼装,并于模板内涂刷隔离剂,通过全站仪及水准仪检查,微调模板位置,检查无误后,再使用对拉杆完成4片模板之间的整体连接和加固。砼浇筑完成后,先松开对拉杆,通过起重机械配合拆除此钢模板,对模板表面进行清理后,仍可用于下一次的模板安装工作。
Machining method of construction shaping formworks of large-section special-shaped concrete pier column structure
大截面异形混凝土墩柱结构的施工定型模板的加工方法
WU CHUYU (Autor:in) / SONG ZHIQIANG (Autor:in)
05.06.2020
Patent
Elektronische Ressource
Chinesisch
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