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SOIL IMPROVEMENT METHOD USING CURVE DRILLING TYPE CHEMICAL GROUTING METHOD

机译:曲线钻孔式化学灌浆法改良土壤

摘要

PROBLEM TO BE SOLVED: To provide a soil improvement method using a curve drilling type chemical grouting method which can be employed to soil which is necessary to be grouted with chemicals by drilling large-depth soil having a hard part and an obstacle for a long distance.;SOLUTION: A soil improvement method permanently grouts soluble chemicals by curve-drilling improvement-objective soil by using a drilling rod 32 having a tapered face at a tip. An approach part of the soil preferentially performs drilling by using a core drill type right oblique drill 40 having a core bit with a carbide chip at a tip, and comprises the carbide chip at a bit tip of the drilling rod 32. When a hard part or an obstacle exists in the soil at the drilling of a grouting part, the push-in pressure of the drilling rod is reduced to a half or smaller compared with the case that the hard part or the obstacle does not exist, a rotation number is set to a double or larger, a grouting outer pipe 46 is built into the drilling rod after the drilling, and after drawing out the drilling rod 32, a washer hose having a rotating nozzle at a tip is made to inject high-pressure water to an oblique rear from the nozzle, thus the chemicals progressing in the grouting outer pipe, and being inserted therein.;SELECTED DRAWING: Figure 5;COPYRIGHT: (C)2017,JPO&INPIT
机译:解决的问题:提供一种使用曲线钻孔式化学灌浆方法的土壤改良方法,该方法可以通过对具有坚硬部分和障碍物的大深度土壤进行长距离钻孔而应用于需要对化学药剂进行灌浆的土壤解决方案:土壤改良方法是通过使用尖端具有锥形面的钻杆32对改善目标的土壤进行曲线钻孔,将可溶化学物质永久灌浆。靠近土壤的部分优先使用岩心钻型右斜钻40进行钻探,该钻头具有芯钻头,钻头尖端具有碳化物屑,并在钻杆32的钻头尖端包括碳化物屑。或在灌浆部分钻孔时土壤中存在障碍物,与不存在坚硬部分或障碍物的情况相比,钻杆的推入压力减小到一半或更小设置为两倍或更大时,在钻探后将灌浆外管46装入钻探棒中,并且在抽出钻探棒32之后,使在顶端具有旋转喷嘴的清洗软管注入高压水以将其注入。喷嘴倾斜的后部,因此化学物质在灌浆的外管中前进并被插入其中;选定的图纸:图5;版权:(C)2017,JPO&INPIT

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