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    • 2. 发明专利
    • Construction method for lining concrete, and lining concrete structure
    • 混凝土结构施工方法及混凝土结构
    • JP2008308855A
    • 2008-12-25
    • JP2007156690
    • 2007-06-13
    • Ohbayashi Corp株式会社大林組
    • NAKATO TAKAAKIISO YOSHINOBUINOUE MAKOTOMORINO HIROYUKIFUKAWA YOSHIFUMIFUJII TAKESHI
    • E21D11/10
    • PROBLEM TO BE SOLVED: To provide a construction method for lining concrete which is formed in such a shape that a portion abutting on a lower section of a tunnel is opened.
      SOLUTION: In this construction method, the portion abutting on the lower section of the tunnel 1 can be spread in an opened state along an inner wall surface of the lining concrete 30 to be constructed; a plurality of telescopic type forms 10, the diameters of which can be reduced toward the center of the tunnel 1, are connected together in a length direction in a spread state; the concrete 30 is placed on a portion which abuts on the outer periphery of at least one 10, positioned at the placing-progress-direction front end of the concrete, of the connected telescopic type forms 10; the placed concrete 30 is cured; and at least one 10 of the connected telescopic type forms 10 is connected in the state of being moved further ahead of the at least one telescopic type form 10 at the placing-progress-direction front end. The above operations are repeated so that the lining concrete 30 can be constructed along an inner wall of a hole of the tunnel 1. Supporting concrete 31 is constructed on both the sides of the lower section of the inside of the tunnel 1, and both ends of the telescopic type form 10 are supported by the supporting concrete 31.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种以混合物的下部形成的部分的形状形成的混凝土的施工方法。 解决方案:在该施工方法中,与隧道1的下部邻接的部分能够沿着要构造的衬里混凝土30的内壁面在打开状态下扩展; 能够朝向隧道1的中心减小直径的多个伸缩式形式10在扩展状态下沿长度方向连接在一起; 将混凝土30放置在与所连接的伸缩式10形式的位于混凝土的放置前进方向前端的至少一个10的外周上的部分上; 放置的混凝土30固化; 并且连接的伸缩式10中的至少一个10在进给方向前端处于至少一个伸缩式10的前方的状态下连接。 重复上述操作,使得衬里混凝土30可以沿着隧道1的孔的内壁构造。支撑混凝土31构造在隧道1内部的下部的两侧,并且两端 伸缩型10由支撑混凝土31支撑。版权所有(C)2009,JPO&INPIT
    • 4. 发明专利
    • Lateral hole boring machine
    • 卧式镗孔机
    • JP2002371789A
    • 2002-12-26
    • JP2001179945
    • 2001-06-14
    • Hitachi Constr Mach Co LtdOhbayashi Corp日立建機株式会社株式会社大林組
    • MURAYAMA KENJIFUKAWA YOSHIFUMIMORIYA YOICHIYAMASHITA KENJIMIYA KIYOSHITSUCHIYA KIYOSHIFUKAI MASAKAZU
    • E21D9/087E21D9/08
    • PROBLEM TO BE SOLVED: To provide a lateral hole boring machine making boring possible over a long distance in soil with compressive strength not higher than that of soft rocks. SOLUTION: The lateral hole boring machine performs boring by rotating a cutter head 3 provided at its front. The cutter head 3 includes a plurality of cutter spoke parts 27A to D extending radially from the radial center thereof; a surface plate part 17 disposed to approximately close gaps among the cutter spoke parts 27A to D; sediment holes 19 and 20 provided in the surface plate part 17 for taking in the sediment excavated; a center cutter 28 provided in at least one position of the cutter spoke parts 27A to D to protrude in jacking direction; and a plurality of cutter bits 29-1 to 29-10 disposed at the cutter spoke parts 27A to D, from the center cutter 28 to radial positions of the cutter head 3 in such a way that the cutter bits are located in sequence at the rear of the boring machine along the axis of the machine.
    • 要解决的问题:提供一种横向钻孔机,可在土壤中长距离进行镗孔,抗压强度不高于软岩。 解决方案:侧孔钻孔机通过旋转设置在其前部的切割头3进行钻孔。 刀头3包括从其径向中心径向延伸的多个刀具轮辐部分27A至D; 设置成大致闭合刀具轮辐部分27A至D之间的间隙的表面板部分17; 设置在表面板部17中的沉积孔19和20,用于吸入挖出的沉积物; 设置在所述切割器轮辐部27A〜D的至少一个位置的突出于顶起方向的中心切割器28; 以及设置在切割器轮辐部分27A至D处的多个切割刀头29-1至29-10,其从中心切割器28到切割头3的径向位置,使得刀具位置在 镗床的后部沿着机器的轴线。