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1. 发明专利

JP2010078585A Method for finding the location of buried magnetic object 审中-公开
标题翻译：发现磁化物体位置的方法
公开(公告)号：JP2010078585A
公开(公告)日：2010-04-08
申请号：JP2009055842
申请日：2009-03-10
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： UEDA MASAKI
IPC分类号： G01V3/26 , G01V3/00
摘要： 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
摘要翻译：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

2. 发明专利

JP2000291365A EXCAVATING BIT 失效
公开(公告)号：JP2000291365A
公开(公告)日：2000-10-17
申请号：JP10463099
申请日：1999-04-12
申请人： MITSUBISHI MATERIALS CORP , PENTA OCEAN CONSTRUCTION , HITACHI SHIPBUILDING ENG CO
发明人： HAYASHI TAKESHI , HISADA KIMIYA , UEDA MASAKI , TAKAHASHI HARUO , HIRAI MIKIO , FURUTA TETSUO , INADA TORU , TANAKA YUJI , KITAJIMA HIDEYO
IPC分类号： E21B10/46
摘要： PROBLEM TO BE SOLVED: To provide an excavating bit capable of surely and continuously excavating rock layers ranging from soft layer to moderately hard layer and the buried materials formed of reinforced concrete and steel materials or steel materials and plain concrete. SOLUTION: An excavating bit 1 mounted at the tip of a cutter ring rotated about an axis is so formed that a plurality of tips 9... harder than a bit main body 2 are planted in the bit main body 2 having, at its tip, a tip surface 3a formed in hill shape along the rotating direction of the cutter ring by projecting its tip end so that it forms a hill shape along the tip surface 3a of the bit main body 2.

3. 发明专利

JPH0565795A EXCAVATION CONTROLLING METHOD FOR SHIELD TUNNEL EXCAVATOR 失效
公开(公告)号：JPH0565795A
公开(公告)日：1993-03-19
申请号：JP25446691
申请日：1991-09-06
申请人： PENTA OCEAN CONSTRUCTION
发明人： TAKAE MASAFUMI , UEDA MASAKI , TANAKA KIYOSHI
IPC分类号： E21D9/06 , E21D9/093
摘要： PURPOSE:To reset the propelling locus of a shield tunnel excavator on an excavation designing line reasonably when the locus gets out of the line. CONSTITUTION:When the propelling locus La of a shield tunnel excavator 1 gets out of a tunnel excavation designing line Lb, then on the tunnel excavation designing line Lb on the front side of the several machine lengths of the shield tunnel excavator 1, a desired point P is set. A correcting line Lc directed to the desired point P is set, and the shield tunnel excavator 1 is propelled along the correcting line Lc.

4. 发明专利

JPH0493495A INTERVAL MEASURING DEVICE OF SHIELD EXCAVATING MACHINE 失效
公开(公告)号：JPH0493495A
公开(公告)日：1992-03-26
申请号：JP20924190
申请日：1990-08-09
申请人： PENTA OCEAN CONSTRUCTION
发明人： TAKAE MASAFUMI , TANAKA KIYOSHI , UEDA MASAKI
IPC分类号： E21D9/06 , G01B7/14
摘要： 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.

5. 发明专利

JP2002194996A FIRE-RESISTANT SEGMENT FOR SHIELD TUNNEL 失效
公开(公告)号：JP2002194996A
公开(公告)日：2002-07-10
申请号：JP2000392926
申请日：2000-12-25
申请人： PENTA OCEAN CONSTRUCTION
发明人： TAKAHASHI HARUO , UEDA MASAKI , ONODA KOJI
IPC分类号： E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide fire-resistant segments, by which a fire-resistance measure is completed upon forming of a lining consisting of the segments. SOLUTION: The segments 10 for a shield tunnel has a segment body 11 on the outer surface side, the segment body having reinforcing steel members including reinforcing bars buried inside, and a fire-resisting plain concrete layer 12 having no reinforcement steel members, which is arranged on the inner surface of the segment body to integrally constitute the segment 10. The fire- resistant plain concrete layer is formed with a fire-resistant concrete using high-fire-resistance cement including alumina cement or alkali slag cement, and a high-insulation-aggregate including lump slag, ferronickel slag, chamotte, or igneous rocks, wherein a heat-melting fiber material including polypropylene is mixed in the fire-resistant plain concrete layer.

6. 发明专利

JP2000356092A METHOD FOR CONNECTING SHIELD TO EXISTING TUNNEL 失效
公开(公告)号：JP2000356092A
公开(公告)日：2000-12-26
申请号：JP16987999
申请日：1999-06-16
申请人： PENTA OCEAN CONSTRUCTION
发明人： UEDA MASAKI , HIRAI MIKIO , TAKAHASHI HARUO , FURUTA TETSUO
IPC分类号： E21D9/06
摘要： 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.

7. 发明专利

JPH11315697A BOLT BOX CLOSING MECHANISM OF SEGMENT FOR SHIELD TUNNEL CONSTRUCTION METHOD, AND RECESSED PART CUTTING DEVICE FOR FITTING CLOSING DEVICE 失效
公开(公告)号：JPH11315697A
公开(公告)日：1999-11-16
申请号：JP13589398
申请日：1998-05-01
申请人： PENTA OCEAN CONSTRUCTION
发明人： UEDA MASAKI , TANAKA KIYOSHI
IPC分类号： E21D11/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To allow any worker to simply cut an inner side of a bolt box and to cope with even a case of different dimensions of the bolt boxes and to close the bolt box merely by pushing a closing device into the bolt box so as to simplify the work. SOLUTION: A recessed part is provided on an inner wall of a bolt box 8 of a segment 4, and a projecting part provided on a closing device 10 having the same size and shape as the bolt box 8 is fitted in this recessed part to close the bolt box 8. Moreover, the recessed part is cut by a cutting device having a support base supported by the bolt box 8 and a cutting blade slidable relatively for the support base.

8. 发明专利

JP2552594B2 失效
公开(公告)号：JP2552594B2
公开(公告)日：1996-11-13
申请号：JP25446791
申请日：1991-09-06
申请人： PENTA OCEAN CONSTRUCTION
发明人： TAKAE MASAFUMI , UEDA MASAKI , TANAKA KYOSHI
IPC分类号： E21D9/06 , E21D9/093

9. 发明专利

JPH06146789A BACKFILLING MATERIAL AND SHIELD METHOD USING THE SAME 失效
公开(公告)号：JPH06146789A
公开(公告)日：1994-05-27
申请号：JP32272592
申请日：1992-11-06
申请人： PENTA OCEAN CONSTRUCTION , ASAHI DENKA KOGYO KK
发明人： UEDA MASAKI , SUZUKI YOHEI , NIIYA HIROSHI , MIWA MOTOMU
IPC分类号： C04B28/02 , C04B28/24 , E21D11/00
摘要： PURPOSE:To obtain a backfilling material which can be forcibly transported passing through a pipeline and does not have any fear to be deteriorated over a long period of time by mixing an A liquid comprising a sand mortar containing a stabilizer and a B liquid containing sodium silicate and a colloidal silica. CONSTITUTION:An A liquid having a high concentration slurry of sand mortar containing a stabilizer is mixed with a B liquid containing a sodium silicate and a colloidal silica in a ratio of 100:5-15vol.% to compound backfilling material 4. Materials used for A liquid have such a ratio as cement 200-300kg, clay and/or bentonite 5-80kg, sand 900-1100kg, water 500-600kg and stabilizer 1.0-12.5kg at per 1m of liquid A. Colloidal silica contains 0.5-50vol.% of a total of sodium silicate and colloidal silica in B liquid. After both liquids A and B are mixed, both liquids being in a plasticized and solidified state are injected and filled between lining and bedrock. According to the constitution, such a backfilling material greatly exhibits the strength thereof in an early stage and as there is no variation in volume even in a state to have variations in the ground water level.

10. 发明专利

JPH06146788A BACKFILLING MATERIAL AND SHIELD METHOD USING THE SAME 失效
公开(公告)号：JPH06146788A
公开(公告)日：1994-05-27
申请号：JP32272492
申请日：1992-11-06
申请人： PENTA OCEAN CONSTRUCTION , ASAHI DENKA KOGYO KK
发明人： UEDA MASAKI , SUZUKI YOHEI , NIIYA HIROSHI , MIWA MOTOMU
IPC分类号： C04B28/02 , C04B28/26 , C09K8/46 , E21D11/00
摘要： PURPOSE:To obtain a backfilling material which can be forcibly transported passing through a pipeline and does not have any fear to be deteriorated over a long period of time by mixing an A liquid being a high concentration slurry comprising a sand mortar containing a stabilizer and a liquid B containing a sodium silicate. CONSTITUTION:A liquid of high concentration slurry sand mortar containing a stabilizer is mixed with liquid B containing sodium silicate in a ratio of 100:5-15vol.% to compound plasticizing backfilling material 4. Materials used for liquid A have such a ratio as cement 200-300kg, clay and/or bentonite 50-80kg, sand 900-1100kg, water 500-600kg and stabilizer 1.0-12.5kg at per 1m of liquid A. The stabilizer should consist of an organic acid and a water soluble carbonate. After both liquids A and B are equally mixed, both liquids being in a plasticized and solidified state are injected and filled between lining and bedrock. According to the constitution, such a backfilling material greatly exhibits the strength thereof in an early stage and there is no variation in volume even in a state to have variations in the ground water level.

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