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As it digs the excavation hole where the road widening

机译:当它挖出挖坑的地方,道路变宽了

摘要

PROBLEM TO BE SOLVED: To provide a grout pipe and a grouting making use thereof in cast-in-place concrete pile capable of surely filling the peripheral ground of a widening section with a grout material in the case the cast-in-place concrete pile is constructed in an excavated hole wherein the widening section is constructed and greatly increasing bearing force and settlement rigidity of the concrete pile.;SOLUTION: In the grout pipe 10 used in the case the cast-in-place concrete pile 20 is constructed by placing a concrete in the excavated hole 11 forming the widening section 11b having an inside diameter larger than the other part in at least one part in the direction of the depth, it has a longitudinal dimension coming at least up to the widening section 11b, it has an eccentric pipe section 14 formed by bending to the direction separated from its axial center in a position facing to the widening section 11b and, at the same time, it is characterized that a grout injection pipe section 16 for the widening section having an injection outlet 17 of the grout material is provided to the eccentric pipe section 14.;COPYRIGHT: (C)2007,JPO&INPIT
机译:解决的问题:在现浇混凝土桩中提供灌浆管及其灌浆,在现浇混凝土桩的情况下,该灌浆管能够可靠地用灌浆材料填充加宽段的周围地面。构造在一个开挖孔中,在该开挖孔中构造了加宽段并大大增加了混凝土桩的承载力和沉降刚度。解决方案:在用于浇铸混凝土桩20的情况下使用的灌浆管10中,在形成扩宽部分11b的挖掘孔11中的混凝土在深度方向上至少在一部分上的内径比另一部分大,该混凝土的纵向尺寸至少达到扩宽部分11b。偏心管部14的特征在于,在与扩宽部11b相对的位置上向与其轴向中心分离的方向弯曲而形成,并且,其特征在于,浆液注入管部。偏心管段14上提供了带有注浆材料注入口17的加宽段离子16;版权所有:(C)2007,JPO&INPIT

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