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Fabricated formwork erecting construction method combining plastic formwork and disc buckle support
An assembly type formwork erecting construction method combining a plastic formwork and a disc buckle support comprises the following specific steps that S1, an engineering drawing is determined, a minimum independent unit of a formwork erecting frame is designed through BIM software, and materials needed for formwork matching are calculated; s2, according to the construction drawing and the mold matching material obtained in the step S1, manufacturing production or renting of a plastic formwork and a disc buckle formwork support is carried out; s3, the plastic formwork and the disc buckle formwork supporting frame which are accepted and accepted to be qualified are transported to a site, and site lofting is carried out to install a supporting frame base; s4, the disc buckle supporting formwork and the plastic formwork are assembled on site to form minimum independent units; s5, the minimum independent unit in the step S4 is hoisted according to a construction drawing, whether the minimum independent unit meets the construction requirement or not is checked and accepted, if yes, the step S6 is executed, and if not, the step S5 is continued; s6, the assembled formwork support is reinforced, wall connecting pieces are arranged layer by layer, and corresponding safety facilities are arranged; and S7, checking and accepting the completed formwork support system, and entering the next procedure after the formwork support system is qualified.
一种将塑料模板和盘扣支架结合的装配式支模施工方法，其具体步骤如下：S1，确定工程图纸，采用BIM软件设计出支模架最小独立单元并计算出配模需要的材料；S2，根据步骤S1得到的施工图、配模材料进行塑料模板以及盘扣支模架制作生产或租赁；S3，将验收合格的塑料模板、盘扣支模架运输至现场，进行现场放样安装支撑架基座；S4，现场拼装盘扣支模架、塑料模板成最小独立单元；S5，将步骤S4中的最小独立单元根据施工图纸进行吊装，并进行验收是否符合施工要求，符合进入步骤S6，不符合则继续步骤S5；S6，对装配完成的支模架进行加固，逐层设置连墙件，并设置相应的安全设施；S7，对完工的支模架系统进行验收，合格后进入下一道工序。
Fabricated formwork erecting construction method combining plastic formwork and disc buckle support
An assembly type formwork erecting construction method combining a plastic formwork and a disc buckle support comprises the following specific steps that S1, an engineering drawing is determined, a minimum independent unit of a formwork erecting frame is designed through BIM software, and materials needed for formwork matching are calculated; s2, according to the construction drawing and the mold matching material obtained in the step S1, manufacturing production or renting of a plastic formwork and a disc buckle formwork support is carried out; s3, the plastic formwork and the disc buckle formwork supporting frame which are accepted and accepted to be qualified are transported to a site, and site lofting is carried out to install a supporting frame base; s4, the disc buckle supporting formwork and the plastic formwork are assembled on site to form minimum independent units; s5, the minimum independent unit in the step S4 is hoisted according to a construction drawing, whether the minimum independent unit meets the construction requirement or not is checked and accepted, if yes, the step S6 is executed, and if not, the step S5 is continued; s6, the assembled formwork support is reinforced, wall connecting pieces are arranged layer by layer, and corresponding safety facilities are arranged; and S7, checking and accepting the completed formwork support system, and entering the next procedure after the formwork support system is qualified.
一种将塑料模板和盘扣支架结合的装配式支模施工方法，其具体步骤如下：S1，确定工程图纸，采用BIM软件设计出支模架最小独立单元并计算出配模需要的材料；S2，根据步骤S1得到的施工图、配模材料进行塑料模板以及盘扣支模架制作生产或租赁；S3，将验收合格的塑料模板、盘扣支模架运输至现场，进行现场放样安装支撑架基座；S4，现场拼装盘扣支模架、塑料模板成最小独立单元；S5，将步骤S4中的最小独立单元根据施工图纸进行吊装，并进行验收是否符合施工要求，符合进入步骤S6，不符合则继续步骤S5；S6，对装配完成的支模架进行加固，逐层设置连墙件，并设置相应的安全设施；S7，对完工的支模架系统进行验收，合格后进入下一道工序。
Fabricated formwork erecting construction method combining plastic formwork and disc buckle support
一种将塑料模板和盘扣支架结合的装配式支模施工方法
WEI DEHUA (author) / WANG BINGXIN (author) / WEI XINFENG (author) / CHENG ZHENYUAN (author) / WEI XIANGPENG (author) / ZHANG YUMIN (author) / WEI DONGLIANG (author) / ZHOU JIANCHUN (author) / WEI HAOTIAN (author) / LOU TIANQI (author)
2023-07-25
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
/
G06Q
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