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    • 21. 发明专利
    • Multiple-type pipe jacking method
    • 多管式夹管方法
    • JP2005029992A
    • 2005-02-03
    • JP2003193915
    • 2003-07-08
    • Kidoh Construction Co Ltd機動建設工業株式会社
    • KIMURA NOBUHIKONAKANO MASAAKINAKAMURA SHINISHI
    • E21D9/06
    • PROBLEM TO BE SOLVED: To provide a multiple-type pipe jacking method burying by arranging a plurality of pipe lines in parallel from one shaft.
      SOLUTION: The multiple-type pipe jacking method comprises a boring process forming an accurate tunnel pit along a planned route by a main advancing machine having a cutter face plate on the front end of a cylindrical front shell and equipped with a plurality of directional control jacks in a connecting section between the cylindrical front shell and a rear shell and the other process forming the tunnel pit while being delayed by a certain distance from the main advancing machine by making the main advancing machine as a guide by connecting an auxiliary advancing machine having the cutter face plate on the front end to the side of the main advancing machine.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:通过从一个轴平行布置多条管线来提供多头式顶管方法的埋藏。 解决方案:多类型顶管方法包括一个钻孔工艺,该方法通过主进给机床沿预定路线形成精确的隧道坑,该主进给机具有在圆筒形前壳的前端上的切割面板,并配备有多个 在圆筒前壳和后壳之间的连接部分中的方向控制千斤顶,另一个通过使主推进机通过连接辅助前进而与主进给机延迟一定距离而形成隧道坑的过程 机器具有前端至主进给机侧的切割面板。 版权所有(C)2005,JPO&NCIPI
    • 22. 发明专利
    • Annular cutting device for repairing existing pipeline, and method for repairing existing pipeline
    • 用于修复现有管道的环形切割装置,以及修复现有管道的方法
    • JP2005016082A
    • 2005-01-20
    • JP2003180088
    • 2003-06-24
    • Kidoh Construction Co Ltd機動建設工業株式会社
    • KIMURA NOBUHIKOARAKI DAISUKE
    • E21D9/06F16L1/024
    • PROBLEM TO BE SOLVED: To efficiently repair an existing pipe by efficiently and positively recovering crushed pieces of the existing pipe in an annular cutting device for repairing an existing pipeline. SOLUTION: This annular cutting device for repairing the existing pipeline is provided with a rotary cutting part 30 circumferentially arranged at the front part of a device body 22 jacked in the existing pipeline, and circumferentially rotated to cut the existing pipe 10; a cylindrical recovery part 40 arranged at the device body 22 in front of the rotary cutting part 30, formed in cylindrical shape as a whole and having a recovery port 43 for recovering the crushed pieces of the existing pipe cut by the rotary cutting part 30; a plurality of blade pieces arranged extending radially from the center side inside the cylindrical recovery part 40 and circumferentially rotated to transfer the crushed pieces; and a discharge pipe 74 arranged at the device body 22 in front of the cylindrical recovery part 40 and communicating with the front face of the cylindrical recovery part 40 to discharge the crushed pieces. COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:通过有效地积极地在现有管道的环形切割装置中回收现有管道的破碎件来有效地修复现有的管道,以修复现有的管道。 解决方案:这种用于修复现有管道的环形切割装置设置有旋转切割部30,该旋转切割部30周向地布置在被覆在现有管道中的装置主体22的前部,并且周向旋转以切割现有管10; 在旋转切割部30前方的装置主体22上配置有圆筒状的圆筒形回收部40,整体形成为圆筒状,具有用于回收由旋转切削部30切断的现有管的破碎片的回收口43; 多个叶片,其从圆筒状回收部40的中心侧向径向延伸并周向旋转,转移该碎片; 以及排出管74,其布置在装置主体22的圆筒形回收部40的前方,与圆筒形回收部40的前表​​面连通,以排出碎片。 版权所有(C)2005,JPO&NCIPI
    • 23. 发明专利
    • Boring machine for gravel
    • 烧烤机
    • JP2004353285A
    • 2004-12-16
    • JP2003151998
    • 2003-05-29
    • Kidoh Construction Co Ltd機動建設工業株式会社
    • KIMURA NOBUHIKOISO KEIJI
    • E21D9/08E21D9/06E21D9/12
    • PROBLEM TO BE SOLVED: To provide a boring machine for gravel capable of efficiently performing jacking construction even in the alternate strata ground of the gravel and boulder ground and the clay ground.
      SOLUTION: This boring machine for gravel is composed of a cutter face plate rotatably provided at the tip of an outer shell; an outer cone provided with a cutout only in a prescribed range of a conical upper part reduced in inner diameter toward the rear from the rear part of the cutter face plate inside the outer shell; and a conical inner cone enlarged in outer diameter toward the rear and rotatably provided behind the cutter face plate inside the outer cone.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:即使在砾石和冰砾地面和粘土地面的交替地层地面中,也可以提供一种能够高效地进行起重施工的砾石镗孔机。 解决方案:这种砾石镗孔机由可旋转地设置在外壳的顶端的切割面板组成, 外圆锥体,其仅在外壳内部从切割面板的后部向内侧缩小的锥形上部的规定范围内设置; 以及圆锥形内锥体,其外径朝向后方扩大,并且可旋转地设置在外锥体内的切割面板的后面。 版权所有(C)2005,JPO&NCIPI
    • 24. 发明专利
    • Jacking apparatus
    • 起重设备
    • JP2003321996A
    • 2003-11-14
    • JP2002131241
    • 2002-05-07
    • Kidoh Construction Co Ltd機動建設工業株式会社
    • KIMURA NOBUHIKOKAWAMOTO YUJIUCHIDA HIROKO
    • E21D9/06
    • PROBLEM TO BE SOLVED: To provide a jacking apparatus for launching a branched pipe from the inside of a tunnel by installing a starting jack inside of an adit constructed from a segment buried in the ground or a jacking apparatus for continuously launching the propulsive pipe without removing a lining from the inside of an intermediate shaft to be lined.
      SOLUTION: The jacking apparatus for launching the pipe comprises a pair of jack holders on which the initial pushing jacks are mounted and right and left symmetrically arranged to the center axis in the vertical direction of the pipe and an expansion member installed on a position without hindrance to the pipe to connect a pair of right and left jack holders, and the jacking apparatus is so constituted that the expansion member is expanded to move a pair of right and left jack holders to both sides to ensure spaces for the pipe to pass through in a pair of jack holders.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:提供一种用于从隧道内部发射分支管道的顶升装置,其中,将起始插座安装在由埋在地面中的段构成的安装件内或用于连续地推进推进 而不需要从要排列的中间轴的内部移除衬里。 解决方案:用于发射管道的顶升装置包括一对千斤顶保持器,初始推动千斤顶安装在其上,并且在管的垂直方向上向左右对称地布置在中心轴线上,并且扩展构件安装在 位置而不妨碍管道连接一对左右的千斤顶保持架,并且顶起装置被构造成使得膨胀构件膨胀以将一对左右的千斤顶保持架移动到两侧以确保管道的空间 通过一对杰克持有人。 版权所有(C)2004,JPO
    • 25. 发明专利
    • Pipe-jacking device
    • 管接头装置
    • JP2003286796A
    • 2003-10-10
    • JP2002090548
    • 2002-03-28
    • Kidoh Construction Co Ltd機動建設工業株式会社
    • KIMURA NOBUHIKOISO KEIJI
    • E21D9/06
    • PROBLEM TO BE SOLVED: To provide a pipe-jacking device for laying an excavator, a jacking pipe, or the like in the ground in sequence from the inside of a starting shaft, in a jacking method for connecting and laying each of a water pipe, a sewer, a conduit tube, or the like in sequence in the ground.
      SOLUTION: The pipe-jacking device comprises a staging having a pair of guide rails for holding the jacking pipe, a bearing wall provided in the rear of the staging to be in contact with an earth retaining wall of the starting shaft, plural penetrations provided symmetrically in the bearing wall, a housing cylinder provided in each of the penetrations extended into the rear ground, a cylinder inserted into each of the penetrations of the bearing wall and the housing cylinder, and a base pushing jack fixed to a front surface of the bearing wall by a bearing member provided on an front end part of the cylinder.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:提供一种用于从起动轴的内部依次从地面中放置挖掘机,起升管等的顶管装置,以起动方式连接和铺设 水管,下水道,导管等等。 解决方案:顶管装置包括具有一对用于保持顶起管的导轨的分段,设置在分段后部的轴承壁与起始轴的挡土墙接触,多个 在轴承壁中对称设置的贯穿孔,设置在每个贯穿后方地面的贯穿孔中的容纳筒体,插入轴承壁和容纳筒体的每个贯穿部分中的气缸,以及固定于前表面的基座推动千斤顶 通过设置在气缸的前端部分上的轴承构件。 版权所有(C)2004,JPO
    • 26. 发明专利
    • SHIELD MACHINE
    • JP2003239688A
    • 2003-08-27
    • JP2002039583
    • 2002-02-18
    • KIDOH CONSTRUCTION CO LTD
    • KIMURA NOBUHIKOTAKEUCHI TOSHIHIRO
    • E21D9/087E21D9/08
    • PROBLEM TO BE SOLVED: To provide a shield machine surely conducting a pipe-jacking construction particularly even in an alternate-layer ground regarding the shield machine used for a pipe jacking method. SOLUTION: In the shield machine, an external cylinder covering a shield machine body is formed in the double structure of slidable inner shell and outer shell, the whole circular face plate in approximately the same size as the outside diameter of the inner shell is installed rotatably to a facing surface on the front of the shield machine while a pair of rod-shaped rotary cutters are mounted rotatably at places opposed at the center of the face plate without forming a space among the rotary cutters and the face plate at the circumferential place of the front of the face plate, and the major axes of the opposed rotary cutters are fitted in the mutually orthogonal directions. In the shield machine, circular or rectangular inspection holes are formed to the face plate and the circumferential places of a partition wall set up at a regular interval to the rear of the face plate. COPYRIGHT: (C)2003,JPO