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    • 3. 发明专利
    • SPRAY METHOD FOR MIXTURE AND ITS EQUIPMENT
    • JP2003096783A
    • 2003-04-03
    • JP2001295870
    • 2001-09-27
    • NIPPON SHOKUSEI KK
    • OKURA TAKUOFUJISHIMA YASUYOSHISUGIMOTO KATSUHIROMATSUNAGA AKIHIRO
    • E02D17/20
    • PROBLEM TO BE SOLVED: To provide a spray method for a mixture capable of continuously spraying in the horizontal distance or to a high place and spraying equipment to be used in that method. SOLUTION: In spraying a mixture 1, a jet air current is introduced and a negative pressure region B is formed and a circumference ejector device 25 for force-feed the mixture 8 of both cement and aggregate is connected to a cement and aggregate mixture take out hole 23 of a hopper device 22, a screw conveyor 26 for forcibly sending out the cement and aggregate mixture 8 is installed in the negative pressure region B, a hose 18 equipped with a spray nozzle 19 for the mixture 1 and a hose 14 for force feeding the cement and aggregate mixture to be connected to the circumference ejector device 25 are connected to a mixing barrel body 46 in a concentric circle shape, the inner diameter D of the mixing barrel body 46 is made 1 to 3 times the inner diameter d1 for the cement and aggregate mixture force-feeding hose 14, water 12 is supplied from diagonally rear side to the cement aggregate mixture 8 to be force-fed, and cement and aggregate mixture 8 and water 12 are force-fed separately to the inside of the barrel body 46 and mixed together therein and the mixture 1 is discharged from the nozzle 19.
    • 5. 发明专利
    • SLOPE DRILLING DEVICE
    • JPH09287381A
    • 1997-11-04
    • JP12226496
    • 1996-04-20
    • NIPPON SHOKUSEI KKYAMAMOTO LOCK MACH KK
    • SUGIMOTO KATSUHIROYATAYA YOSHIKAZU
    • E21B19/24E21C9/00
    • PROBLEM TO BE SOLVED: To conduct operation at a high place easily by detachably installing drilling machines to guide plates movably mounted in the drilling-rod axial direction on a rail respectively in a motor and an attachment on the rail. SOLUTION: A single-pipe scaffolding D is assembled on the face of a slope 3 at a high place, and single pipes 25, 26 are set up to single-pipe clamps 21, 22 and a rail 8b is supported. An attachment is fitted detachably at the front end of the rail 8b. A motor 7 is connected detachably at another end of the rail 8b. A drilling machine 1 is installed to a guide plate 11, and can be moved by the motor 7 in the axial direction of a drilling rod 2 on the rail 8b. The rail 8b is hung up and hung down by a crane by a pair of rings mounted on a frame and a rope. Or the rail 8b is borne by an installation scaffolding. Accordingly, the drilling machine, the rail and the motor are lifted by a winch up to the place of excavation, and assembled on the installation scaffolding, and excavation operation, etc., are conducted easily.
    • 9. 发明专利
    • TENSION MEMBER INSERTING METHOD
    • JP2002294701A
    • 2002-10-09
    • JP2001105614
    • 2001-04-04
    • NIPPON SHOKUSEI KK
    • MATSUNAGA AKIHIROSUGIMOTO KATSUHIROFUJISHIMA YASUYOSHI
    • E02D5/80
    • PROBLEM TO BE SOLVED: To provide an inexpensive tension member inserting method capable of definitely preventing the considerable crumbling down of the wall of bore hole during the excavation of the ground. SOLUTION: Ground 5 is excavated by a bit 4 for forming a bore hole 6 in a state where a rod 3 is inserted to a perforated pipe 2 having holes 1, 1... permitting the flow of a grout material and a bit 4 is installed to the tip of the rod 3; the ground 5 is excavated by the bit 4 and an excavated hole 6 is formed; the insertion of this perforated pipe to the excavated hole 6 and the removal of excavated material are performed; therefore, this tension member inserting method comprises an excavated hole forming process forming the excavated hole 6 of a predetermined depth and a tension member fixing process after the excavated hole forming process, in which the rod 3 is separated from the bit 4 and pulled out from the excavated hole 6 and a fixing material is filled up and the tension member is inserted in the tension member fixing process; a small diameter portion 2a is formed at the tip portion of the perforated pipe 2, a linking portion K linked to the small diameter portion 2a from its rear surface side is formed to the rod 3, and the insertion of the perforated pipe 2 to the excavated hole 6 in the excavation hole forming process can be realized when the linking portion K of the rod 3, which moves to the inside of the excavated hole 6 together with the bit 4, comes into contact with the small diameter portion 2a of the perforated pipe 2.