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Construction and manufacturing method of settlement post-cast strip
The invention relates to a construction manufacturing method of a settlement post-cast strip, which comprises the following steps: before the settlement post-cast strip is poured, passing vehicles are supported by a post-cast strip first support column integrally formed with a main building floor slab and a post-cast strip second support column integrally formed with a podium building floor slab, and the post-cast strip first support column and the post-cast strip second support column are arranged crosswise; the influence of a post-cast strip pouring area on passing vehicles before the settlement post-cast strip is not poured is avoided, and when the settlement pouring strip needs to be poured, post-cast strip concrete is poured on the post-cast strip first supporting columns, the post-cast strip second supporting columns, the corresponding first outward extending ends, the corresponding second outward extending ends and the peripheries of the post-cast strip longitudinal steel bars, so that the settlement post-cast strip is formed. The technical problem that in the prior art, site construction is affected due to the fact that a post-cast strip pouring area of a long-hole structure exists for a long time is solved.
本发明涉及一种沉降后浇带的施工制造方法,在沉降后浇带浇筑完成前,通过与主楼楼板一体成型的后浇带第一支撑柱和与裙楼楼板一体成型的后浇带第二支撑柱来对过往车辆进行支撑,后浇带第一支撑柱、后浇带第二支撑柱交差设置,避免了在沉降后浇带未浇筑前,后浇带浇筑区对过往车辆的影响,当需要浇筑沉降浇筑带时,通过在后浇带第一支撑柱、后浇带第二支撑柱和对应的第一外伸端、第二外伸端和后浇带纵向钢筋外围浇筑后浇带混凝土,从而形成沉降后浇带。本发明解决了现有技术中,长孔结构的后浇带浇筑区长时间存在而会影响现场施工的技术问题。
Construction and manufacturing method of settlement post-cast strip
The invention relates to a construction manufacturing method of a settlement post-cast strip, which comprises the following steps: before the settlement post-cast strip is poured, passing vehicles are supported by a post-cast strip first support column integrally formed with a main building floor slab and a post-cast strip second support column integrally formed with a podium building floor slab, and the post-cast strip first support column and the post-cast strip second support column are arranged crosswise; the influence of a post-cast strip pouring area on passing vehicles before the settlement post-cast strip is not poured is avoided, and when the settlement pouring strip needs to be poured, post-cast strip concrete is poured on the post-cast strip first supporting columns, the post-cast strip second supporting columns, the corresponding first outward extending ends, the corresponding second outward extending ends and the peripheries of the post-cast strip longitudinal steel bars, so that the settlement post-cast strip is formed. The technical problem that in the prior art, site construction is affected due to the fact that a post-cast strip pouring area of a long-hole structure exists for a long time is solved.
本发明涉及一种沉降后浇带的施工制造方法,在沉降后浇带浇筑完成前,通过与主楼楼板一体成型的后浇带第一支撑柱和与裙楼楼板一体成型的后浇带第二支撑柱来对过往车辆进行支撑,后浇带第一支撑柱、后浇带第二支撑柱交差设置,避免了在沉降后浇带未浇筑前,后浇带浇筑区对过往车辆的影响,当需要浇筑沉降浇筑带时,通过在后浇带第一支撑柱、后浇带第二支撑柱和对应的第一外伸端、第二外伸端和后浇带纵向钢筋外围浇筑后浇带混凝土,从而形成沉降后浇带。本发明解决了现有技术中,长孔结构的后浇带浇筑区长时间存在而会影响现场施工的技术问题。
Construction and manufacturing method of settlement post-cast strip
一种沉降后浇带的施工制造方法
ZHOU PENG (author) / LI SHOUDE (author) / YU HE (author) / WANG XIANG (author) / GUO YIBIN (author) / LEE YOUN-SOO (author)
2024-10-29
Patent
Electronic Resource
Chinese
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