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    • 1. 发明授权
    • PILE CONSTRUCTION METHODE FOR MINIMIZING REMAINING VOLUME OF SLIME
    • 用于最小化剩余体积的桩的构造方法
    • KR100944284B1
    • 2010-02-24
    • KR20090010450
    • 2009-02-10
    • PARK MEUN KUN
    • PARK MEUN KUN
    • E02D5/34E02D5/42E02D5/46E02D5/62
    • E02D5/34E02D5/42E02D5/46E02D2250/0084
    • PURPOSE: A pile construction method for minimizing the remained amount of slime is provided to effectively prevent slime from being mixed in the front end of a concrete pile. CONSTITUTION: A pile construction method for minimizing the remained amount of slime is as follows: A perforation hole(10) is formed in the ground. A wire mesh(100) and an air injection pipe(200) are injected inside of the perforation hole, and air is injected into stagnant water(30) within the perforation hole. A super viscosity grout injection pipe(400) is inserted inside of the perforation hole, and super viscosity grout(G) is injected into the stagnant water. Concrete(C) in which the specific gravity is bigger than the super viscosity grout is placed in the bottom of a super viscosity grout layer.
    • 目的:提供一种最小化泥浆残留量的桩施工方法,以有效防止混凝土桩前端粘泥混合。 构成:用于使剩余泥浆最小化的桩施工方法如下:在地面上形成穿孔(10)。 在穿孔孔内注入金属丝网(100)和空气注入管(200),将空气注入穿孔内的停滞水(30)内。 将超粘度灌浆注射管(400)插入到穿孔中,并将超粘度灌浆(G)注入停滞水中。 其中比重大于超粘度灌浆的混凝土(C)被放置在超粘度灌浆层的底部。