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    • 1. 发明专利
    • Method for preventing splash deposition in hot dip galvanizing apparatus, and hot dip galvanizing apparatus
    • 热镀锌装置防止溅镀沉积的方法和热镀锌装置
    • JP2009167455A
    • 2009-07-30
    • JP2008005260
    • 2008-01-15
    • Nippon Steel Corp新日本製鐵株式会社
    • NISHIZAWA KOICHIITO TSUYOSHIMOMIYAMA YOSHITERUFUKUMOTO MASAHIROYAMAGUCHI TAKASHI
    • C23C2/00C23C2/16C23C2/40
    • PROBLEM TO BE SOLVED: To provide a method for preventing splash deposition in a hot dip galvanizing apparatus, capable of preventing any splash flaw by reliably capturing scattered splash, and to provide the hot dip galvanizing apparatus.
      SOLUTION: In the method for preventing splash deposition in the hot dip galvanizing apparatus, gas is blown to a steel plate pulled up from a zinc bath from a wiping nozzle 2 to prevent splash scattered from a surface of the steel plate from being deposited again on the steel plate. A splash adsorbing material 5 formed of fiber or non-woven textile having the melting point of ≤450°C is arranged on a gas pipe 1 for feeding gas to the wiping nozzle 2 and/or the wiping nozzle 2, and gas is blown to the steel plate from the wiping nozzle 2. Splash scattered from the surface of the steel plate is adsorbed by the adsorbing material 5. And the hot dip galvanizing apparatus is also provided.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种防止在热浸镀锌装置中的飞溅沉积的方法,其能够通过可靠地捕获散射飞溅来防止任何飞溅伤害,并提供热浸镀锌装置。 解决方案:在用于防止在热浸镀锌装置中飞溅沉积的方法中,将气体吹送到从擦拭喷嘴2从锌浴拉起的钢板,以防止从钢板的表面散射的飞溅物 再次沉积在钢板上。 由熔点≤450℃的纤维或无纺织物形成的喷溅吸附材料5设置在用于将气体供给到擦拭喷嘴2和/或擦拭喷嘴2的气体管1上,并将气体吹送到 来自擦拭喷嘴2的钢板。从钢板表面散射的飞溅物被吸附材料5吸附。并且还提供热浸镀锌装置。 版权所有(C)2009,JPO&INPIT
    • 3. 发明专利
    • STEEL SHELL SEGMENT STRUCTURE
    • JP2000291389A
    • 2000-10-17
    • JP9656299
    • 1999-04-02
    • NIPPON STEEL CORP
    • NAKAMURA MINORUYAMAGUCHI TAKASHIHIROZAWA NORIYUKIYOKOYAMA TSUTOMUIWANO KATSUYA
    • E21D11/04
    • PROBLEM TO BE SOLVED: To simplify a joint structure in circumferential direction of a tunnel and increase a connection strength against a displacement force in inner and outer directions of the tunnel. SOLUTION: A steel shell segment is so formed that the connection of steel shell segments 1 opposed to each other in tunnel axial direction (between segment rings) is performed by an engagement of a male side engaging member 35 with a female side engaging member 36 installed on a web 13 of a steel shell side frame 5 through a cut-off packing (sealant). The joint member of the steel shell segment 1 in tunnel circumferential direction (segment) is formed of a joint part platy steel material 20 surface-contactable between the members opposed to each other. The cut-off packing is installed in a packing stamping groove 24 formed in the joint part platy steel material 20, and both joint part platy steel materials 20 are connected water-tight to each other through the cut-off packing. Then, an engagement recessed part 46 used commonly with an assembly positioning guide installed on the joint part platy steel material 20 is engaged with an engagement projected part 47.
    • 4. 发明专利
    • STEEL SHEET SEGMENT CONNECTING STRUCTURE
    • JPH09242487A
    • 1997-09-16
    • JP7938796
    • 1996-03-08
    • NIPPON STEEL CORP
    • NAKAMURA MINORUYAMAGUCHI TAKASHI
    • E21D11/08E21D11/04E21D11/14
    • PROBLEM TO BE SOLVED: To connect steel shell segments in the circumferential direction of a tunnel in a simple structure and in a small moving range by putting the end faces of the segments in face contact with each other. SOLUTION: A steel shell segment has end face plates 20 fixed to both ends of a pair of circular steel shell side face plates arranged in parallel to form a steel shell segment body. A reinforced concrete 14 is filled in a space in the steel shell segment body. Engagement protrusions 30 and engagement holes 22 are provided at four corners of the steel shell segment in such a manner that they are in mutually reverse arrangement at both ends of the steel shell segment and they have respective axial lines in the axial direction of the steel shell segment. The engagement protrusions 30 are welded to the steel shell side face plates and the engagement holes 22 are opened in connection plates welded to the steel shell side face plates so as to be protruded from the end faces of the end face plates 20. The end face plates 20 of the steel shell segment to be jointed together in the circumferential direction of a tunnel are shifted to one axial direction of the tunnel to be put in face contact with each other and moved to the other axial direction of the tunnel so that the engagement protrusions 30 can be fitted into the engagement holes 22.