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Concrete filled steel tubular column pouring construction method
The invention provides a concrete filled steel tubular column pouring construction method, which belongs to the technical field of concrete pouring and comprises the step of communicating a pouring gate on a concrete pouring pipe to the side wall of the bottom end of a lower pipe. A limiting sleeve is installed at the top end of the lower pipe, and the upper pipe is inserted and positioned on the limiting sleeve. And a partition plate is arranged in the inner cavity of the lower pipe and located below the pouring gate. And concrete is injected into the inner cavity of the lower pipe through the sprue, when the amount of the concrete in the lower pipe reaches the preset volume, the partition plate is driven to move upwards to the inner side of the limiting sleeve, and the concrete in the lower pipe is lifted into the upper pipe through the partition plate. After the inner cavity of the lower pipe is filled with concrete, the lower limiting sleeve is detached, the partition plate is positioned, and a subsequent surface layer is laid by means of the partition plate. The concrete filled steel tubular column pouring construction method is convenient to operate, high in construction efficiency and low in operation difficulty.
本发明提供了钢管混凝土柱浇筑施工方法,属于混凝土浇筑技术领域,包括:将混凝土浇筑管上的浇口连通在下管底端的侧壁上。在下管的顶端安装限位套,在限位套上插接并定位上管。将隔板设置在下管内腔中,并使隔板位于浇口的下方。通过浇口向下管内腔注入混凝土,当下管内混凝土的量达到预设体积时,驱动隔板向上运动直至限位套的内侧,通过隔板将位于下管内的混凝土提升至上管内。当下管内腔充满混凝土之后拆卸下限位套,将隔板进行定位并借助隔板进行后续面层的铺设。本发明提供的钢管混凝土柱浇筑施工方法便于操作,并且施工效率较高,操作难度较低。
Concrete filled steel tubular column pouring construction method
The invention provides a concrete filled steel tubular column pouring construction method, which belongs to the technical field of concrete pouring and comprises the step of communicating a pouring gate on a concrete pouring pipe to the side wall of the bottom end of a lower pipe. A limiting sleeve is installed at the top end of the lower pipe, and the upper pipe is inserted and positioned on the limiting sleeve. And a partition plate is arranged in the inner cavity of the lower pipe and located below the pouring gate. And concrete is injected into the inner cavity of the lower pipe through the sprue, when the amount of the concrete in the lower pipe reaches the preset volume, the partition plate is driven to move upwards to the inner side of the limiting sleeve, and the concrete in the lower pipe is lifted into the upper pipe through the partition plate. After the inner cavity of the lower pipe is filled with concrete, the lower limiting sleeve is detached, the partition plate is positioned, and a subsequent surface layer is laid by means of the partition plate. The concrete filled steel tubular column pouring construction method is convenient to operate, high in construction efficiency and low in operation difficulty.
本发明提供了钢管混凝土柱浇筑施工方法,属于混凝土浇筑技术领域,包括:将混凝土浇筑管上的浇口连通在下管底端的侧壁上。在下管的顶端安装限位套,在限位套上插接并定位上管。将隔板设置在下管内腔中,并使隔板位于浇口的下方。通过浇口向下管内腔注入混凝土,当下管内混凝土的量达到预设体积时,驱动隔板向上运动直至限位套的内侧,通过隔板将位于下管内的混凝土提升至上管内。当下管内腔充满混凝土之后拆卸下限位套,将隔板进行定位并借助隔板进行后续面层的铺设。本发明提供的钢管混凝土柱浇筑施工方法便于操作,并且施工效率较高,操作难度较低。
Concrete filled steel tubular column pouring construction method
钢管混凝土柱浇筑施工方法
WANG XUJIE (author) / ZHAO JINGANG (author) / GUO YANTING (author) / SUN MANQUAN (author) / WANG JINGZHEN (author)
2024-08-27
Patent
Electronic Resource
Chinese
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