预应力管桩长螺旋引孔注浆与自重式植桩施工技术
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Construction Technology of Long Spiral Drilling Grouting and Self-weight Pile Planting for Prestressed Pipe Piles
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    摘要:

    针对常规预应力管桩施工方法在基坑底部施工受限的问题,提出在桩位预引孔注浆及植桩的方法。通过将注浆系统与长螺旋钻机集成一体,实现长螺旋喷气钻进引孔、提升钻杆同步注浆一体施工,待形成水泥浆孔后,将预应力管桩以自重式植入浆孔内,最后通过振动锤和送桩器送至桩端持力层。管桩和水泥浆有机结合,形成强度较高的水泥土复合管桩,显著提高桩身承载力,满足施工正常开展,同时确保管桩植桩质量。

    Abstract:

    Aiming at the problem that the conventional prestressed pipe pile construction method is limited in the bottom of foundation pit, the method of pre-pilot hole grouting and pile planting at the pile position is put forward. By integrating the grouting system with the long spiral drilling rig, the synchronous grouting construction of the long spiral air jet drilling pilot hole and the lifting drill pipe is realized. After the cement slurry hole is formed, the prestressed pipe pile is implanted into the cement slurry hole by self-weight, and finally it is sent to the bearing layer at the pile end by the vibrating hammer and the pile feeder. The organic combination of pipe pile and cement slurry forms a high-strength cement-soil composite pipe pile, which will significantly improve the bearing capacity of the pile body, meets the normal development of construction, and ensures the quality of pipe pile planting.

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高险峰,李欣霖,雷斌.预应力管桩长螺旋引孔注浆与自重式植桩施工技术[J].科技与产业,2024,24(19):159-165

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  • 在线发布日期: 2024-10-17
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