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Foundation beam post-cast strip advanced backfill construction method and post-cast strip vibrating device
The invention provides a foundation beam post-cast strip advanced backfill construction method and a post-cast strip vibrating device. A foundation beam is poured on a lower cushion layer, an inverted concave foundation beam post-cast strip mold is buckled on a foundation beam post-cast strip, a sleeve joint is arranged in the middle of the upper side face of the foundation beam post-cast strip mold, and the sleeve joint is connected with the interior of the mold; a vertical embedded pipe is installed through a sleeve joint, the embedded pipe is communicated with an upper side +/-0 beam post-cast strip, concrete is poured into the +/-0 beam post-cast strip, the concrete flows into a lower side foundation beam post-cast strip along the embedded pipe, the concrete is vibrated compactly in a vibrating mode, the foundation beam post-cast strip is filled with the concrete, and a cavity is prevented from being reserved in the foundation beam post-cast strip. The construction quality is influenced. According to the advanced backfill construction method for the foundation beam post-cast strip, the problem of earthwork advanced backfill of the foundation beam post-cast strip is effectively solved, construction of the upper foundation beam is facilitated through advanced backfill, and the construction period is shortened; earthwork balance is performed in advance, earthwork storage is reduced, safe and civilized construction is facilitated, and the environment is protected.
本发明提供一种基础梁后浇带超前回填施工方法及后浇带振捣装置,基础梁浇筑在下垫层上,在基础梁后浇带上扣装倒凹型的基础梁后浇带模具,在基础梁后浇带模具的上侧面中部设置套管接头,套管接头连接模具内部,利用套管接头安装竖向的预埋管,预埋管连通上侧±0梁后浇带,向±0梁后浇带中灌注混凝土,混凝土沿预埋管流入下侧基础梁后浇带中,通过振捣的方式将混凝土振捣密实,注意需要在基础梁后浇带中灌满混凝土,避免其中留有空腔,影响施工质量。本发明提供的基础梁后浇带超前回填施工方法有效的解决了基础梁后浇带土方超前回填问题,超前回填有利于上部基础梁施工,节约工期;提前进行土方平衡,减少土方存放,利于安全文明施工,保护环境。
Foundation beam post-cast strip advanced backfill construction method and post-cast strip vibrating device
The invention provides a foundation beam post-cast strip advanced backfill construction method and a post-cast strip vibrating device. A foundation beam is poured on a lower cushion layer, an inverted concave foundation beam post-cast strip mold is buckled on a foundation beam post-cast strip, a sleeve joint is arranged in the middle of the upper side face of the foundation beam post-cast strip mold, and the sleeve joint is connected with the interior of the mold; a vertical embedded pipe is installed through a sleeve joint, the embedded pipe is communicated with an upper side +/-0 beam post-cast strip, concrete is poured into the +/-0 beam post-cast strip, the concrete flows into a lower side foundation beam post-cast strip along the embedded pipe, the concrete is vibrated compactly in a vibrating mode, the foundation beam post-cast strip is filled with the concrete, and a cavity is prevented from being reserved in the foundation beam post-cast strip. The construction quality is influenced. According to the advanced backfill construction method for the foundation beam post-cast strip, the problem of earthwork advanced backfill of the foundation beam post-cast strip is effectively solved, construction of the upper foundation beam is facilitated through advanced backfill, and the construction period is shortened; earthwork balance is performed in advance, earthwork storage is reduced, safe and civilized construction is facilitated, and the environment is protected.
本发明提供一种基础梁后浇带超前回填施工方法及后浇带振捣装置,基础梁浇筑在下垫层上,在基础梁后浇带上扣装倒凹型的基础梁后浇带模具,在基础梁后浇带模具的上侧面中部设置套管接头,套管接头连接模具内部,利用套管接头安装竖向的预埋管,预埋管连通上侧±0梁后浇带,向±0梁后浇带中灌注混凝土,混凝土沿预埋管流入下侧基础梁后浇带中,通过振捣的方式将混凝土振捣密实,注意需要在基础梁后浇带中灌满混凝土,避免其中留有空腔,影响施工质量。本发明提供的基础梁后浇带超前回填施工方法有效的解决了基础梁后浇带土方超前回填问题,超前回填有利于上部基础梁施工,节约工期;提前进行土方平衡,减少土方存放,利于安全文明施工,保护环境。
Foundation beam post-cast strip advanced backfill construction method and post-cast strip vibrating device
一种基础梁后浇带超前回填施工方法及后浇带振捣装置
ZHAO SHAOYANG (author) / ZHU WENZHONG (author) / ZHANG SONGHE (author) / FAN HUALONG (author) / FENG QI (author) / LI ZONGHUA (author) / LI WENYONG (author) / LIN ZHIJUN (author) / ZHANG QIMING (author) / LIU LIWEI (author)
2024-03-12
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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