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A platform for research: civil engineering, architecture and urbanism
Pouring method of cast-in-place cantilever structure formwork system
The invention discloses a pouring method of a cast-in-place cantilever structure formwork system. The pouring method comprises the following steps that S1, a cantilever beam is installed at the bottomof a non-overhanging part of a house; S2, a reinforcement cage is bound at a reserved extended reinforcement place after pouring the non-overhanging part of the house; S3, two groups of profile steelsuspension beams are subjected to flaw detection to detect whether cracks exist in the profile steel suspension beams; S4, a structural reinforcing bar is fixed between the two groups of profile steel suspension beams with rivets, and a cantilever frame is used as an operation support; S5, a template assembly is installed; S6, concrete is poured into the template assembly, and vibration compaction operation is conducted during pouring; S7, the concrete in a cantilever pouring template is cured; and S8, the template assembly is removed first, and then the cantilever frame is removed. The pouring method of the cast-in-place cantilever structure formwork system has the advantages of simple process and convenient operation.
本发明公开了一种现浇悬挑结构支模体系的浇筑方法，包括以下步骤:S1.在房屋非悬挑部位的底部安装悬挑架；S2.在所述房屋非悬挑部位浇筑后预留的外伸钢筋处绑扎钢筋笼；S3.对两组所述型钢悬梁进行探伤检测，检测其是否存在裂缝；S4.在两组所述型钢悬梁之间用铆钉固定所述结构加强杆，并利用悬挑架作为操作支撑；S5.安装所述模板组件；S6.在所述模板组件内浇筑混凝土，浇筑时进行震实操作；S7.对所述悬挑浇筑模板内的混凝土进行养护；S8.先拆除所述模板组件，之后拆卸所述悬挑架。本现浇悬挑结构支模体系的浇筑方法具有工序简单、操作方便的优点。
Pouring method of cast-in-place cantilever structure formwork system
The invention discloses a pouring method of a cast-in-place cantilever structure formwork system. The pouring method comprises the following steps that S1, a cantilever beam is installed at the bottomof a non-overhanging part of a house; S2, a reinforcement cage is bound at a reserved extended reinforcement place after pouring the non-overhanging part of the house; S3, two groups of profile steelsuspension beams are subjected to flaw detection to detect whether cracks exist in the profile steel suspension beams; S4, a structural reinforcing bar is fixed between the two groups of profile steel suspension beams with rivets, and a cantilever frame is used as an operation support; S5, a template assembly is installed; S6, concrete is poured into the template assembly, and vibration compaction operation is conducted during pouring; S7, the concrete in a cantilever pouring template is cured; and S8, the template assembly is removed first, and then the cantilever frame is removed. The pouring method of the cast-in-place cantilever structure formwork system has the advantages of simple process and convenient operation.
本发明公开了一种现浇悬挑结构支模体系的浇筑方法，包括以下步骤:S1.在房屋非悬挑部位的底部安装悬挑架；S2.在所述房屋非悬挑部位浇筑后预留的外伸钢筋处绑扎钢筋笼；S3.对两组所述型钢悬梁进行探伤检测，检测其是否存在裂缝；S4.在两组所述型钢悬梁之间用铆钉固定所述结构加强杆，并利用悬挑架作为操作支撑；S5.安装所述模板组件；S6.在所述模板组件内浇筑混凝土，浇筑时进行震实操作；S7.对所述悬挑浇筑模板内的混凝土进行养护；S8.先拆除所述模板组件，之后拆卸所述悬挑架。本现浇悬挑结构支模体系的浇筑方法具有工序简单、操作方便的优点。
Pouring method of cast-in-place cantilever structure formwork system
一种现浇悬挑结构支模体系的浇筑方法
HU WEITENG (author) / LEI JIAN (author) / HUANG CONG (author) / JIANG CHENGJIE (author) / CAO ZHEN (author) / YU FENG (author)
2020-10-20
Patent
Electronic Resource
Chinese
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