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Construction method for integrally lifting formwork at expansion joint
The invention discloses a construction method for integrally lifting a formwork at an expansion joint. The method is characterized by comprising the following steps: manufacturing a backboard; manufacturing a back ridge; and setting a lifting point. The expansion joint formwork obtained in the second step is connected with an overall formwork through an M15 steel wire rope, and overall hoisting and lifting and follow-up installation work are achieved through a hoisting point; and by means of ground splicing and integral hoisting, connection of formwork procedures at the expansion joint is improved, and construction operation of a formwork in a narrow space at the expansion joint is facilitated. According to the method provided by the invention, the connection of the working procedures of the template at the expansion joint is improved in a ground splicing and integral hoisting manner, and the construction operation of a formwork in a narrow space at the expansion joint is facilitated.
本发明是一种伸缩缝处整体提升模板的施工方法;其特征是:包括制作背板;制作背楞;设置吊点;通过M15钢丝绳将2所得伸缩缝模板与整体模板进行连接并通过吊点实现整体吊装提升及后续安装作业;通过地面拼装,整体吊装的方式提高了伸缩缝处模板工序的交接,并且便于模板在伸缩缝处的狭小空间内的施工作业。本发明所提出的方法通过地面拼装,整体吊装的方式提高了伸缩缝处模板工序的交接,并且便于模板在伸缩缝处的狭小空间内的施工作业。
Construction method for integrally lifting formwork at expansion joint
The invention discloses a construction method for integrally lifting a formwork at an expansion joint. The method is characterized by comprising the following steps: manufacturing a backboard; manufacturing a back ridge; and setting a lifting point. The expansion joint formwork obtained in the second step is connected with an overall formwork through an M15 steel wire rope, and overall hoisting and lifting and follow-up installation work are achieved through a hoisting point; and by means of ground splicing and integral hoisting, connection of formwork procedures at the expansion joint is improved, and construction operation of a formwork in a narrow space at the expansion joint is facilitated. According to the method provided by the invention, the connection of the working procedures of the template at the expansion joint is improved in a ground splicing and integral hoisting manner, and the construction operation of a formwork in a narrow space at the expansion joint is facilitated.
本发明是一种伸缩缝处整体提升模板的施工方法;其特征是:包括制作背板;制作背楞;设置吊点;通过M15钢丝绳将2所得伸缩缝模板与整体模板进行连接并通过吊点实现整体吊装提升及后续安装作业;通过地面拼装,整体吊装的方式提高了伸缩缝处模板工序的交接,并且便于模板在伸缩缝处的狭小空间内的施工作业。本发明所提出的方法通过地面拼装,整体吊装的方式提高了伸缩缝处模板工序的交接,并且便于模板在伸缩缝处的狭小空间内的施工作业。
Construction method for integrally lifting formwork at expansion joint
伸缩缝处整体提升模板的施工方法
WU HUITIAN (author) / WU GUANGHAI (author) / QIAN TINGLIANG (author) / LIN ZUGUANG (author)
2022-02-15
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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