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    • 33. 发明专利
    • METHOD OF LINING CONSTRUCTION
    • JPH0369341A
    • 1991-03-25
    • JP20566089
    • 1989-08-10
    • JAPAN STEEL & TUBE CONSTR
    • YAMAMURA TAKAOIKEDA SHINTARO
    • B29C63/36B29K67/00B29L23/00
    • PURPOSE:To push a lining material against the inner surface of an existing pipe and curing the lining material positively by a simple device by a method wherein the lower section of th existing pipe is filled with water, the lining material is inserted and penetrated into the existing pipe, and the lining material is pushed into the existing pipe and irradiated with ultraviolet rays. CONSTITUTION:Weirs 8 are installed to the lower sections of both ends of an existing pipe 1, the inside of the weirs is filled with water 9, and a rope 10 is stretched and a lining material 2 is inserted into the existing pipe 1. Frictional resistance can be lowered, and the lining material 2 can be inserted smoothly. A fluid supply valve 11 and a safety valve 12 are fixed at the front end section of the lining material 2, and a rear end section is fastened into a pressure-fluid supply port 14 together with the front end section of a reversal hose 15. The fluid supply valve 11 is opened, a pressure fluid is fed, and the lining material 2 is expanded to approximately half or more of the existing pipe 1. The fluid supply valve 11 is closed, the pressure fluid is supplied from the pressure-fluid supply port 14, the reversal hose 15 is reversed and advanced to the lining material 2, and the lining material 2 is pushed against the inner surface of the existing pipe 1. The safety valve 12 is opened by the increase of the pressure of the inside 16 of the lining material 2, and fixed pressure is kept at all times in the inside 16. Ultraviolet generator 19 are inserted into the lining material 2 by a cable 2, and the lining material 2 is irradiated with ultraviolet rays, and cured.
    • 35. 发明专利
    • METHOD FOR LINING PIPE LINE
    • JPH01204726A
    • 1989-08-17
    • JP2762288
    • 1988-02-10
    • JAPAN STEEL & TUBE CONSTR
    • YAMAMURA TAKAOIKEDA SHINTAROTAKASU KAZUHIROHARA NAOKI
    • B29C63/36B29K101/10B29K105/08
    • PURPOSE:To constitute the title method so that inversion/insertion of a long-sized hose impregnated with thermosetting resin can be performed without taking time and possesses at least equal mechanical strength to that of an existing pipe and enable adhesion to an inner wall, by a method wherein the long-sized hose is inserted into a pressure vessel, the long-sized hose is moved forward by introducing pressurized water and the thermosetting resin of the long-sized hose is cured with warm water through a warm water circulation hose. CONSTITUTION:The tip of a long-sized hose 20 is pulled out and inserted into an arclike slit 26 of a pressure vessel 22. The tip of the long-sized hose 20 is put over an external circumferential surface of a tip cylinder 24 by folding back the tip of the long-sized hose 20 from the tip cylinder 24 and ties up firmly annularly. Then simultaneously with pouring of pressurized water 35 into the pressure vessel through a water supply port 25 the long-sized hose 20 is kept sent into the pressure vessel 22. With this construction, an inverting part 20a is moved forward within an existing pipe 19. At the time when the inverting part 20a has advanced up to the middle a hose 21 for warm water circulation is pulled in, the whole length is heated evenly by warm water in a short period of time, thermosetting resin is cured and the existing pipe is formed in a state where a synthetic resin pipe whose strength is excellent is stuck close to the existing pipe.
    • 36. 发明专利
    • FLATNESS MEASURING INSTRUMENT FOR BURIED PIPE
    • JPS63217207A
    • 1988-09-09
    • JP5034587
    • 1987-03-06
    • JAPAN STEEL & TUBE CONSTR
    • YAMAMURA TAKAOIKEDA SHINTAROTAKASU KAZUHIRO
    • G01B11/24F17D5/00
    • PURPOSE:To measure the flatness of a buried pipe accurately and automatically by reflecting a light beam by a rotary mirror and projecting it on the wall of the buried pipe successively, detecting the irradiation track formed according to the deformation of the buried pipe, and processing the internal shape of the buried pipe. CONSTITUTION:A laser oscillator 12 is mounted on a carriage 4 which moves in the buried pipe 1 to be measured, and emits laser light 13 in an axial direction of the buried pipe 1. Then, the rotary mirror 14 is fitted on a carriage 4 in the laser light emission direction and reflects the light 13 toward the pipe wall of the buried pipe 1. Further, a television camera 16 is fitted on the carriage 16 and detects the pipe wall irradiation position of the light 13 reflected by the rotary mirror 14. An image pickup signal obtained by the camera 16 is supplied to an arithmetic means which computes the internal shape of the buried pipe 1. Thus, the light 13 is reflected by the rotary mirror 14 to irradiate the pipe wall in order in a peripheral direction, so the irradiation track of the light 13 formed on the pipe wall according to the shape of the buried pipe 1 can be detected, so that the internal shape of the buried pipe 1 is found.