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1. 发明专利

JP2912058B2 失效
公开(公告)号：JP2912058B2
公开(公告)日：1999-06-28
申请号：JP21013091
申请日：1991-07-26
申请人： NIPPON KOKAN KK , SHINNIPPON SEITETSU KK
发明人： NEMOTO MINORU , PPONMA HIROSHI , NAKAJIMA YOSHIKAZU , WATANABE MASAAKI , INAMI RYUICHI , KUNIOKA MAKOTO , ONO TOSHITAKA , KAKIZAKI MINORU
IPC分类号： E21D9/06 , F16L1/024

2. 发明专利

JPH0533587A CAST IRON PIPE CRUSHER 失效
公开(公告)号：JPH0533587A
公开(公告)日：1993-02-09
申请号：JP21012891
申请日：1991-07-26
申请人： NIPPON KOKAN KK , NIPPON STEEL CORP
发明人： NEMOTO MINORU , HONMA HIROSHI , NAKAJIMA YOSHIKAZU , WATANABE MASAAKI , SHIMA HIROSHI , FUJISAKI YASUISA , KIMURA TETSUO , KAKIZAKI MINORU
IPC分类号： E21D9/06 , F16L1/024
摘要： PURPOSE:To prevent the occurrence of a crack and to promote work efficiency by mounting the blade surfaces of roller bits crushing a buried existing pipe so that the angles in a moving direction side are acute angles with respect to the center shaft. CONSTITUTION:A plurality of chopped head conical roller bits 3 are provided on the inside of a pilot pipe 7 having a diameter larger than that of the buried existing piple so that they can rotate. Extension lines of the blade surfaces on crushing blades 8 of the roller bits 3 are so provided that the angles theta in a moving direction side are less than 90. The existing pipe 1 is crushed while rotating and revolving the roller bits 3, and a driving pipe 4 is driven forward. According to the constitution, no crack occurs in the neck section of a socket 10 of the exisiting pipe 1, and the existing pipe can be efficiently crushed.

3. 发明专利

JP2002213646A WATER CUTOFF JOINT FOR PIPE END 失效
公开(公告)号：JP2002213646A
公开(公告)日：2002-07-31
申请号：JP2001005587
申请日：2001-01-12
申请人： NIPPON KOKAN KK , NIPPON STEEL CORP , MITSUBISHI HEAVY IND LTD
发明人： ISHIYAMA SAKAE , NAKAJIMA YOSHIKAZU , KASAHARA ICHIRO , ARAKAWA TAKASHI , KIKUCHI SHOZO
IPC分类号： F16L1/00
摘要： PROBLEM TO BE SOLVED: To confirm hydraulic resistance of a water cutoff joint and enhance reliability, by performing hydraulic test of a water cutoff portion of the water cutoff joint. SOLUTION: A ring-packing fixture 3 is mounted at the end of a pull-in steel pipe 2 pulled in an existing embedded pipe 1, a short pipe 6 is connected to the face of the packing fixture 3 opposite to the face attached to the pull-in steel pipe 2; a fastening hold ring 4 opposed to the packing fixture 3 is fitted slidably and arranged outside the short pipe 6, first and second ring rubber packings 5, 8 are opposed to each other between the fastening hold ring 4 and the packing fixture 3; a spacer 7 is arranged between the first and second ring rubber packings 5, 8 to form a gap between the existing embedded pipe 1 and the short pipe 6; so that, hydraulic test of the water cutoff portion is performed at a water filler 9 formed in a portion corresponding to the spacer 7 in the short pipe 6.

4. 发明专利

JPH0598890A GUIDANCE TUBE FOR RENEWING OLD PIPE 失效
公开(公告)号：JPH0598890A
公开(公告)日：1993-04-20
申请号：JP21012991
申请日：1991-07-26
申请人： NIPPON KOKAN KK , NIPPON STEEL CORP
发明人： NEMOTO MINORU , HONMA HIROSHI , NAKAJIMA YOSHIKAZU , WATANABE MASAAKI , KUNIOKA MAKOTO , ONO TOSHITAKA , TAKEUCHI TAKASHI , KAKIZAKI MINORU
IPC分类号： E21D9/06 , F16L1/024
摘要： PURPOSE:To provide a guidance tube for renewing an old pipe by which the old pipe is not broken. CONSTITUTION:After the projected part 2 of a guidance tube 1, a part of whose fore end part 1a has been projected, has been positioned above, a coupling part 6 is broken. Then, the guidance tube 1 is turned by 180 deg., and the direction of the guidance tube 1 is corrected, so that the axial direction of the guidance tube 1 is brought near to parallel with that of a cast-iron pipe 51. By positioning the projected part 2 in a lower position, the distance l2 between the lower end 51b of the sectional surface 51a of the cast-iron pipe 51 and the point 3a where the end surface 2a of the projected part 2 of the guidance tube 1 is brought into contact with the cast-iron pipe 51 becomes longer. Since the distance l2 is long, even if the end part 1a of the guidance tube 1 being driven forward is brought into contact with the outside surface of the cast-iron pipe 51, the cracking of the cast-iron pipe 51 is hardly caused.

5. 发明专利

JPH04362386A EXISTING PIPE REPLACING METHOD 失效
公开(公告)号：JPH04362386A
公开(公告)日：1992-12-15
申请号：JP16341691
申请日：1991-06-10
申请人： NIPPON STEEL CORP , NIPPON KOKAN KK
发明人： KUNIOKA MAKOTO , SHIMA HIROSHI , INAMI RYUICHI , FUJISAKI YASUISA , KAWAGUCHI SHUSAKU , NAKAJIMA YOSHIKAZU , NEMOTO MINORU , WATANABE MASAAKI
IPC分类号： E21D9/06 , F16L1/024
摘要： PURPOSE:To replace an existing pipe easily with high efficiency. CONSTITUTION:After cutting an existing pipe 1 circumferentially at spaces in the pipe axis direction by a cutting device 2, the outer peripheral ground of the existing pipe 1 is excavated ahead by an advancing pipe 3 with its inner diameter larger than the joint outer diameter of the existing pipe 1, and the front part of a propulsion pipe 3 that can pass outside the existing pipe 1 is connected to the rear part of the advancing pipe 3. The cut existing pipe is then held by fitting/removing mechanism 5 in a removing device 6 so as to be moved into a start shaft 7. While repeating the circumferential cutting of the existing pipe 1 by the cutting device 2 and the movement-removal of the cut existing pipe by the removing device 6, the existing pipe 1 in a unit work block is replaced with the propulsion pipe 4 that is used as a new pipe.

6. 发明专利

JPH04175589A METHOD AND DEVICE FOR RE-LAYING OF EXISTING PIPE WITHOUT EXCAVATION 失效
公开(公告)号：JPH04175589A
公开(公告)日：1992-06-23
申请号：JP29990990
申请日：1990-11-07
申请人： NIPPON STEEL CORP , NIPPON KOKAN KK
发明人： KUNIOKA MAKOTO , SHIMA HIROSHI , INAMI RYUICHI , FUJISAKI YASUISA , KAWAGUCHI SHUSAKU , KAKIZAKI MINORU , NAKAJIMA YOSHIKAZU , NEMOTO MINORU , WATANABE MASAAKI
IPC分类号： E21D9/06 , F16L1/024
摘要： PURPOSE:To replace an existing pipe with a new without excavation by giving a cutting line to a joint, rupturing the joint with a projection on an excavation leading pipe, and taking in splinters of the joint into the trunk part of the severed existing pipe using a scraper. CONSTITUTION:At a certain spacing in the pipe circumferential direction, a plurality of cutting lines extending in the pipe axial direction are given to the joint 2 of an existing pipe 1 using a vertical cutter 15 and a horizontal cutter 14 of a joint cutting device 10, which is movable and is inserted in the existing pipe 1, while cutting lines in the pipe circumferential direction are given to both sides in axial direction of the joint 2 using a circumferential cutter 13 belonging to the same cutting device 10. Then an existing pipe carryout machine 30 is inserted in the pipe 1, and an excavation leading pipe 20 having projections in specified position on the inner surface is put on the pipe 1, and excavation is performed forward while the projections are pressed to the outer surface of the joint 2. The severed existing pipe 1A is removed by the carryout machine 30 through a new laid pipe 5 which is coupled with the tail of the excavation leading pipe 20, and another new laid pipe is coupled with the tail of the first-named new laid pipe 5. These procedures are repeated, and thus replacement of the existing pipe 1 with new pipes 5 is achieved.

7. 发明专利

JPH0333596A COUPLING PART PROTECTING METHOD IN BURIED PIPE 失效
公开(公告)号：JPH0333596A
公开(公告)日：1991-02-13
申请号：JP16843689
申请日：1989-06-30
申请人： NIPPON KOKAN KK
发明人： WATANABE MASAAKI , NAKAJIMA YOSHIKAZU
IPC分类号： F16L1/024 , F16L57/00 , F16L58/18
摘要： PURPOSE:To reduce the applied quantity of the earth to be refilled and lighten the field covering work of coupling parts by bonding buried pipes in a ditch drilled by means of a meeting place drilling method, applying anticorrosive coating to the outer surface of the coupling part and filling foaming resin around the coupling part. CONSTITUTION:A ditch 6 is drilled at the coupling parts of buried pipes 2 by a meeting place drilling method, and the buried pipes 2 are connected to each other in the ditch 6 by welding. Anticorrosive coating 8 of inorganic zinc or the like is then applied to the outer surface of the coupling part in order to protect the coupling part from corrosion. Foaming resin material made of foaming styrene and the like is further injected to the bottom part of the ditch 6 and foamed to cover around the buried pipes 2 with foaming resin 7. The upper part of the foaming resin 7 is backfilled with the earth generated by drilling the ditch for a meeting place. As a result, the applied quantity of the earth to be refilled can be reduced, as well as the field covering work of the coupling part can be lightened.

8. 发明专利

JP2538453B2 失效
公开(公告)号：JP2538453B2
公开(公告)日：1996-09-25
申请号：JP21012991
申请日：1991-07-26
申请人： NIPPON KOKAN KK , SHINNIPPON SEITETSU KK
发明人： NEMOTO MINORU , PPONMA HIROSHI , NAKAJIMA YOSHIKAZU , WATANABE MASAAKI , KUNIOKA MAKOTO , ONO TOSHITAKA , TAKEUCHI TAKASHI , KAKIZAKI MINORU
IPC分类号： E21D9/06 , F16L1/024

9. 发明专利

JPH0615920B2 失效
公开(公告)号：JPH0615920B2
公开(公告)日：1994-03-02
申请号：JP16843689
申请日：1989-06-30
申请人： NIPPON KOKAN KK
发明人： WATANABE MASAAKI , NAKAJIMA YOSHIKAZU
IPC分类号： F16L1/024 , F16L57/00 , F16L58/18

10. 发明专利

JPH01163306A SETTLING OF PIPELINE 失效
公开(公告)号：JPH01163306A
公开(公告)日：1989-06-27
申请号：JP32232687
申请日：1987-12-18
申请人： NIPPON KOKAN KK
发明人： KOTSUKI ZENJI , NAKAJIMA YOSHIKAZU , SUZUKI NOBUHISA
IPC分类号： E02D1/00 , E02D27/46 , F16L1/024 , G01M13/00 , G01M99/00
摘要： PURPOSE:To bring about settling displacement of pipes by simplified equipments by a method in which a pipe set in the bottom of an excavated trench is buried in a soluble solid, a frozen settled layer is formed through a freezing liquid, and a heat source is supplied through pipe set in the layer to thaw the ice. CONSTITUTION:A pipe 2 is set in the bottom of an excavated trench 1 with a pipeline 5 and buried in soluble solids to a given level in order to form a settled layer 3, where the layer 3 is watered and at the same time frozen through a refrigerant. The pipeline 5 in the upper part of the layer 3 is finished and the the soil to the ground is compacted. The frozen water of the layer 3 is thawed by supply or circulation of heat source into the pipe 2 in the layer 3, and the solids forming the layer 3 are dissolved by the thawed liquid so that the upper pipeline 5 of the layer 3 and the deposit soil are settled down by a degradation phenomenon similar to the ground subsidence. Experimental measurement on displacement of the pipeline by the ground subsidence can thus be eliminated, and the operation is economically performed without specific technique.

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