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Construction method for post-pouring belt formwork supporting system
The invention provides a construction method for a post-pouring belt formwork supporting system. A floor entirety including a fastener type steel pipe formwork supporting system located in the area where a post-pouring belt is located is built at first according to the existing technology, and post-pouring belt construction joint setting up is conducted at the preset position according to a construction drawing based on the existing technology; then, the two sides of the post-pouring belt are symmetrically provided with two rows of pipe molds, after the floor and the pipe molds are poured, andconcrete meets the requirements, at the moment, concrete supporting columns are formed at the pipe molds, accordingly, the entirety including the fastener type steel pipe formwork supporting system located in the area where the post-pouring belt is located can be dismantled, the occupied time for a fastener type steel pipe formwork on steel pipes, fasteners and jacks at the post-pouring belt is shortened, the using effect is better improved, and the material cost is reduced greatly.
本发明提供一种后浇带模板支撑体系的施工方法,先按照现有技术搭设楼板整体包括后浇带所在区域的扣件式钢管模板支撑体系,并根据现有技术按照施工图纸在预设位置进行后浇带施工缝留设工作;然后,在后浇带两侧对称搭设两排管模,待楼板和管模浇筑完混凝土并达到要求后,此时,在各个管模处形成混凝土支撑柱,从而可以拆除整体包括后浇带所在区域的扣件式钢管模板支撑体系,进而降低了扣件式钢管模板在后浇带处中钢管、扣件及顶托的占用时间,较好的提升了使用功效,节约了较大的材料成本。
Construction method for post-pouring belt formwork supporting system
The invention provides a construction method for a post-pouring belt formwork supporting system. A floor entirety including a fastener type steel pipe formwork supporting system located in the area where a post-pouring belt is located is built at first according to the existing technology, and post-pouring belt construction joint setting up is conducted at the preset position according to a construction drawing based on the existing technology; then, the two sides of the post-pouring belt are symmetrically provided with two rows of pipe molds, after the floor and the pipe molds are poured, andconcrete meets the requirements, at the moment, concrete supporting columns are formed at the pipe molds, accordingly, the entirety including the fastener type steel pipe formwork supporting system located in the area where the post-pouring belt is located can be dismantled, the occupied time for a fastener type steel pipe formwork on steel pipes, fasteners and jacks at the post-pouring belt is shortened, the using effect is better improved, and the material cost is reduced greatly.
本发明提供一种后浇带模板支撑体系的施工方法,先按照现有技术搭设楼板整体包括后浇带所在区域的扣件式钢管模板支撑体系,并根据现有技术按照施工图纸在预设位置进行后浇带施工缝留设工作;然后,在后浇带两侧对称搭设两排管模,待楼板和管模浇筑完混凝土并达到要求后,此时,在各个管模处形成混凝土支撑柱,从而可以拆除整体包括后浇带所在区域的扣件式钢管模板支撑体系,进而降低了扣件式钢管模板在后浇带处中钢管、扣件及顶托的占用时间,较好的提升了使用功效,节约了较大的材料成本。
Construction method for post-pouring belt formwork supporting system
一种后浇带模板支撑体系的施工方法
CHEN JIANLIN (author) / CHEN JINHUA (author) / HOU SHAOQUAN (author) / SHEN YANHONG (author) / WANG ZHUMING (author) / LIN BIN (author) / HONG JUNNAN (author)
2020-04-24
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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