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    • 4. 发明专利
    • Building method of soil cement columnar wall
    • 土壤水泥柱墙建筑方法
    • JP2007063914A
    • 2007-03-15
    • JP2005253742
    • 2005-09-01
    • Hirose & Co Ltdヒロセ株式会社
    • YAMAGUCHI HIDEYUKIYOKOZAWA KOJISHIMIZU HIROBUMI
    • E02D5/20
    • PROBLEM TO BE SOLVED: To provide a building method of a soil cement columnar wall which has high execution efficiency and reduces execution cost.
      SOLUTION: The building method of the soil cement columnar wall builds the soil cement columnar wall by using a multiple type drilling device which has a plurality of augers and forms a basic element by rotating the augers. This method includes a step for building a preceding element in such a way that a distance between the center of one end of an existing basic element and the center of one end of the preceding element exceeds a distance between centers of both ends of the basic element and a step for building a following element in such a way that one end of the following element laps over the end of the basic element and the other end of the following element laps over the end of the preceding element. The soil cement columnar wall is built by continuously repeating the steps using the preceding element as the next basic element.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种具有高执行效率并降低执行成本的土壤水泥柱墙的建造方法。 解决方案:土壤水泥柱状墙的建造方法是通过使用具有多个螺旋钻的多型钻孔装置构建土壤水泥柱状壁,并通过旋转螺旋钻形成基本元件。 该方法包括用于构建前一元素的步骤,使得现有基本元素的一端的中心与前一元素的一端的中心之间的距离超过基本元素的两端的中心之间的距离 以及用于构造以下元件的步骤,使得以下元件的一端在基本元件的端部上方遍历,并且以下元件的另一端在前一元件的末端之上。 土壤水泥柱状墙是通过使用前述元素作为下一个基本元素连续重复步骤而构建的。 版权所有(C)2007,JPO&INPIT
    • 6. 发明专利
    • METHOD FOR FILLING ANCHOR FILLER, AND FILLING AUXILIARY INSTRUMENT
    • JP2000192458A
    • 2000-07-11
    • JP37023898
    • 1998-12-25
    • HIROSE & CO LTD
    • INAGI TAKAYOSHIYOKOZAWA KOJIOTANI YOSHINORI
    • E02D5/80
    • PROBLEM TO BE SOLVED: To fill the inside of an anchor with a filler by setting the receiving member of the filler on the ground surface of the mouth of an anchor hole, and performing filling until the filler is overflowed from the inside of the anchor to the receiving member. SOLUTION: A receiving member 1 is provided with a volume capable of receiving a filler 5 overflowed in a state where the filler 5 is filled without any gap in the inside of the filler 5, and the filling opening of the filler 5 is opened on the upper part thereof. The head part of an anchor 4 set in the inside of an anchor hole 3 is inserted in the inside of the insertion hole of the anchor of the anchor support part 21 of a spacer member 2, the insertion part 23 of the spacer member 2 is matched to the mouth part of the anchor hole 3, and a pin is driven into the pinhole of fixing parts 12a, 12b to be set. The filler 5 filled from the filling opening 11 of the receiving member 1 is flowed along a tapered face 13 and flowed in the inside of the anchor hole 3. The filler 5 is filled into the receiving member 1 from the inside of the anchor hole 3 until it is overflowed.