挖孔桩双液注浆截水帷幕原位试验及施工
In situ test and construction of two-shot grouting for waterproof of man-hole-pile
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摘要: 百货广场桩基托换工程是深圳地铁一期工程关键工点之一,其托换轴力大,施工环境复杂。托换新桩采用挖孔桩,桩长20m。由于地层渗透系数大、承压水头高,截水帷幕的施筑是挖孔桩施工的关键。原位试验表明,以水玻璃为主材的双液注浆工法对本工点不同地层均取得了增加强度、明显减少渗透性的工程效果,经注浆处理后土层帷幕水力劈裂压力大于0.3MPa,可以满足本工点20m深挖孔桩截水要求。采用双组份聚氨酯堵漏注浆技术较好地解决了高承压水头下钻孔涌水问题。该工法机具体积小,操作简便,基本无废浆液产生,成功解决了本工点施作空间狭小的问题。实际施工表明,采用该工法及试验确定的注浆配方、参数和工艺施筑的截水帷幕截水效果明显,保证了挖孔桩顺利施工。Abstract: Pile underpinning of Baihuo Plaza with great underpinning force and complex construction environment is one of the important parts of Shenzhen Metro project. The new underpinning piles are manholepiles. Because of high permeability and high confined water head in substrata, the cutoff grouting is very important to construction of manholepile.In situ test demonstrates that twoshot grouting method with water glass as main material can increase strength and decrease permeability of soil. The soil treated by this method can resist 0.3 MPa hydraulic fracture pressure and satisfy form a cutoff for the 20 m long pile. The seepageprevention technology with twocomponent polymer can prevent ground from swelling. This technology has some merits,such as simple,convenient,small volume of machines and no waste liquid,and is applicable to the construction spot with small space. The practice demonstrates that the grouting constructed by the technology can prevent water very well when manholes are dug.