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    • 3. 发明专利
    • Method for finding the location of buried magnetic object
    • 发现磁化物体位置的方法
    • JP2010078585A
    • 2010-04-08
    • JP2009055842
    • 2009-03-10
    • Penta Ocean Construction Co Ltd五洋建設株式会社
    • UEDA MASAKI
    • G01V3/26G01V3/00
    • PROBLEM TO BE SOLVED: To provide a method for finding the location of a buried magnetic object, which is capable of magnetic exploration in a location closer to a target and capable of, even when a building is on the ground, finding the exact location of a magnetic object buried under the building, through operation from the surface of a different location.
      SOLUTION: The method includes: forming an exploration hole 25 near an target of exploration made of a magnetic material such as a tie rod 21 buried in the earth, by using a curved drilling machine for drilling while grasping the shape of a hole three-dimensionally; inserting, into the exploration hole 25, a magnetic sensor guide tube 24 constituted by a flexible tube made of a nonmagnetic material; then inserting a magnetic sensor 22 into the guide tube; measuring the intensity of magnetism by the magnetic sensor while measuring the insertion length of the magnetic sensor and measuring the location of the magnetic sensor in the exploration hole while moving the magnetic sensor; and thereby measuring the location of the target of exploration buried.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:为了提供一种能够在更接近目标的位置进行磁性探索的能够找到埋置磁性物体的位置的方法,即使当建筑物在地面上时,也可以找到 埋在建筑物下方的磁性物体的精确位置,通过从不同位置的表面进行操作。 解决方案:该方法包括:通过使用弯曲钻孔机在抓住孔的形状的同时,在埋藏在地球中的拉杆21等磁性材料的附近形成探测目标附近 三维; 将由非磁性材料制成的柔性管构成的磁传感器引导管24插入探测孔25; 然后将磁性传感器22插入引导管中; 在测量磁传感器的插入长度的同时测量磁传感器的磁强度,并在移动磁传感器的同时测量探测孔中磁传感器的位置; 从而测量埋藏的勘探目标的位置。 版权所有(C)2010,JPO&INPIT
    • 6. 发明专利
    • INTERVAL MEASURING DEVICE OF SHIELD EXCAVATING MACHINE
    • JPH0493495A
    • 1992-03-26
    • JP20924190
    • 1990-08-09
    • PENTA OCEAN CONSTRUCTION
    • TAKAE MASAFUMITANAKA KIYOSHIUEDA MASAKI
    • E21D9/06G01B7/14
    • PURPOSE:To measure the interval with high precision by embedding an interval measuring mechanism in which a strain gauge is attached on an arm-shaped contactor in contact with the outer periphery of a segment, on the inner peripheral surface of a the skin plate of a shield excavating machine and calculation- processing the interval between both. CONSTITUTION:A plurality of recessed parts 7 are formed on the inner peripheral surface of a skin plate 1 in the tail part of a shield excavating machine, and an interval measuring mechanism 8 is embedded into the recessed part 7. Then, the interval measuring mechanism 8 is constituted of a fixed body 9, arm shaped contactor 10, roller 11, and a strain gauge 12. Then, the electric signal obtained by the strain gauge 12 is converted to the distance signal by the conversion part 14 of a calculation mechanism 13 and displayed on a display part 15, and inputted into a computer 16. The arm-shaped contactor 10 of each interval measuring mechanism 8 is engaged with the outer peripheral surface of the corresponding segment 2 through the roller 11, and deflects, and the interval between both is calculated by the calculating mechanism 13, and displayed on a display part 15.
    • 8. 发明专利
    • METHOD FOR CONNECTING SHIELD TO EXISTING TUNNEL
    • JP2000356092A
    • 2000-12-26
    • JP16987999
    • 1999-06-16
    • PENTA OCEAN CONSTRUCTION
    • UEDA MASAKIHIRAI MIKIOTAKAHASHI HARUOFURUTA TETSUO
    • E21D9/06
    • PROBLEM TO BE SOLVED: To provide a method for connecting a shield to an existing tunnel which enables the lining on an existing tunnel to be cut while maintaining a stable condition without loosing its balance, and which enables cutoff of water to be easily and completely achieved after completion of cutting, without water leaking into the tunnel. SOLUTION: When a shield machine 12 having a freely rotating cutter ring 14 with a cutting bit at its end is used to excavate a new tunnel 11 in a direction perpendicular to an existing tunnel 10 and a through hole is formed by advancing the cutter ring 14 at a position proximate to the existing tunnel 10 and cutting the lining on the existing tunnel, a layer 16 of banking material made of concrete or the like with a thickness such that the end of the cutter ring 14 does not protrude into the existing tunnel 10 at the completion of cutting done by the cutter ring 14 is formed in advance on the inner surface of the existing tunnel 10 at the position where the new tunnel is connected with the existing tunnel, and after the lining 10a on the exiting tunnel 10 is cut away by the cutter ring 14, the part of the layer 16 of banking material inside the cutter ring is removed to open the through hole.