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Formwork supporting structure of cast-in-place horizontal straining beam and corresponding construction method
The invention provides a formwork structure of a cast-in-place horizontal straining beam and a corresponding construction method. The formwork structure of the cast-in-place horizontal straining beam comprises a wall body, an end face fixing plate, a bottom plate assembly, a fixing pipe, a first rod assembly, a first formwork and a second formwork. According to the formwork structure of the cast-in-place horizontal straining beam and the corresponding construction method, the fixing pipe is pre-buried in the wall body, so that the formwork quality of the straining beam is guaranteed, and meanwhile, the influence on masonry can be reduced; through the arrangement of the device, the construction of the cast-in-place horizontal tie beam is simpler, the positions of the first formwork and the second formwork of the shaped horizontal tie beam can be accurately fixed through the cooperation of the fixing pipe and the first rod assembly, the formwork erecting accuracy is improved, and therefore the steps of a large amount of balance weight, supporting and adjusting needed in traditional construction are avoided, and the construction efficiency is improved. And the construction efficiency is improved.
本发明提供一种现浇水平系梁的支模结构及对应的施工方法,现浇水平系梁的支模结构包括墙体、端面固定板、底板组件、固定管、第一杆组件、第一模板以及第二模板。本发明的现浇水平系梁的支模结构及对应的施工方法中,现浇水平系梁的支模结构通过在墙体内预埋固定管,在保证系梁支模质量的同时可减小对砌体的影响;装置的设置使得现浇水平系梁的施工更加简单,通过固定管和第一杆组件的配合,可以准确地固定定型水平系梁的第一模板以及第二模板的位置,提升了支模的精准性,从而避免了传统施工中需要大量配重、支撑和调整的步骤,提高了施工效率。
Formwork supporting structure of cast-in-place horizontal straining beam and corresponding construction method
The invention provides a formwork structure of a cast-in-place horizontal straining beam and a corresponding construction method. The formwork structure of the cast-in-place horizontal straining beam comprises a wall body, an end face fixing plate, a bottom plate assembly, a fixing pipe, a first rod assembly, a first formwork and a second formwork. According to the formwork structure of the cast-in-place horizontal straining beam and the corresponding construction method, the fixing pipe is pre-buried in the wall body, so that the formwork quality of the straining beam is guaranteed, and meanwhile, the influence on masonry can be reduced; through the arrangement of the device, the construction of the cast-in-place horizontal tie beam is simpler, the positions of the first formwork and the second formwork of the shaped horizontal tie beam can be accurately fixed through the cooperation of the fixing pipe and the first rod assembly, the formwork erecting accuracy is improved, and therefore the steps of a large amount of balance weight, supporting and adjusting needed in traditional construction are avoided, and the construction efficiency is improved. And the construction efficiency is improved.
本发明提供一种现浇水平系梁的支模结构及对应的施工方法,现浇水平系梁的支模结构包括墙体、端面固定板、底板组件、固定管、第一杆组件、第一模板以及第二模板。本发明的现浇水平系梁的支模结构及对应的施工方法中,现浇水平系梁的支模结构通过在墙体内预埋固定管,在保证系梁支模质量的同时可减小对砌体的影响;装置的设置使得现浇水平系梁的施工更加简单,通过固定管和第一杆组件的配合,可以准确地固定定型水平系梁的第一模板以及第二模板的位置,提升了支模的精准性,从而避免了传统施工中需要大量配重、支撑和调整的步骤,提高了施工效率。
Formwork supporting structure of cast-in-place horizontal straining beam and corresponding construction method
现浇水平系梁的支模结构及对应的施工方法
LOU YIMING (author) / XU BEI (author) / KUANG MING (author) / YU HONGHUI (author) / ZHOU XIANG (author) / ZHANG XIN (author) / HE WEI (author) / WANG QIANG (author) / QU FEI (author)
2024-01-02
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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