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    • 2. 发明授权
    • Method for injecting lubricant and filler in the pipe-jacking method
    • 在顶管方法中注入润滑剂和填料的方法
    • US5484232A
    • 1996-01-16
    • US196443
    • 1994-02-15
    • Mitsutoshi HayashiAkitaka FujitaShingo NagashinaMinoru KurashinaMakoto KajiyamaHideki Uno
    • Mitsutoshi HayashiAkitaka FujitaShingo NagashinaMinoru KurashinaMakoto KajiyamaHideki Uno
    • E21B7/20E21B21/12F16L1/00
    • E21B21/12E21B7/20
    • When laying a conduit comprised of double-wall pipes A, each of which comprises inner pipe 1 and outer pipe 2, the smooth propulsion of double-wall pipes is possible by injecting lubricant into a space between the outside of double-wall pipes and the ground on a scheduled line along which conduit B to be laid is divided into section, each having a given length based upon the distance over which the effect of the lubricant can be maintained. Lubricant is injected from the double-wall pipes which is to be positioned at the heads in the respective sections 1 to n of supply pipes 3 which are provided between inner pipe 1 and outer pipe 2 of double-wall pipe A. Supply pipes of double-wall pipe A which has been propelled are connected with supply pipes of a new double-wall pipe, wherein the number of supply pipes connected with each other is determined for the respective sections. Lubricant is supplied from the upstream side and from the downstream side of the propelling direction to double-wall pipes. After conduit B has been laid, back-filling material as a filler is supplied to supply pipes 3 so that a space formed between the outside of double-wall pipes 23 and the ground is filled with filler. Sheath pipes 23 are provided between inner pipes 1 and outer pipes 2. After conduit B has been laid, back-filling material, as inside-filling material, is supplied to sheath pipes 23 so that a space between the outside of double-wall pipes and the ground is filled with inside-filling material.
    • 当铺设由双壁管A构成的导管时,其中每个都包括内管1和外管2,双壁管的平滑推进可以通过将润滑剂注入双壁管的外侧和 将要铺设的管道B沿着预定的管线分割成截面,每个部分具有基于能够维持润滑剂的作用的距离的给定长度。 润滑剂从位于双壁管A的内管1和外管2之间的供给管3的各部分1至n中的头部的双壁管注入。供给管为双 已经推进的墙壁管A与新的双壁管的供应管连接,其中为相应部分确定彼此连接的供应管的数量。 润滑剂从推进方向的上游侧和下游侧供应到双壁管道。 在导管B铺设之后,作为填料的填充材料被供应到供应管3,使得在双壁管23的外部和地面之间形成的空间填充有填充物。 护套管23设置在内管1和外管2之间。在布置导管B之后,作为内填充材料的填充材料被供应到护套管23,使得双壁管的外侧 地面填充有内部填充材料。
    • 7. 发明授权
    • Fabrication method for a funnel liner
    • 漏斗衬套的制造方法
    • US5611979A
    • 1997-03-18
    • US239877
    • 1994-05-09
    • Mitsutoshi HayashiMitsuo Ishitani
    • Mitsutoshi HayashiMitsuo Ishitani
    • E21D9/06E21D11/08E21D11/38E21D11/40B28B1/08B28B1/20
    • E21D9/0607E21D11/083E21D11/385E21D11/40
    • A tunnel liner used for a shield tunneling method for a tunnel having a diameter of 1.5 to 7 m is fabricated by dividing a ring-shaped liner into a plurality of parts in the circumferential direction. The tunnel liner is required to be excellent in the dimensional accuracy with respect to the outer peripheral surface, to be tight, to be high in strength, and to be high in water tightness at the abutment between the adjacent liners. The tunnel liner is fabricated by a method of filling each arcuate enclosed hollow form with concrete, vibro-compacting concrete, molding the end surfaces of the tunnel liner, mounting the forms within a centrifugal molding drum, and tightly molding the outer peripheral surface of the forms by applying of a centrifugal force. According to this fabrication method, it is possible to effectively fabricate an excellent tunnel liner at a low cost.
    • 用于隧道直径为1.5〜7μm的盾构隧道掘进方法的隧道衬砌是通过将环形衬砌沿圆周方向划分为多个部分来制造的。 隧道衬砌要求相对于外周面尺寸精度优良,强度高,密封性好,相邻衬垫之间的邻接水密性高。 隧道衬砌是通过一种方法来填充每个弧形封闭的中空形式与混凝土,振动压实混凝土,模制隧道衬砌的端面,将形式安装在离心式成型鼓内,并紧密模制的外围表面 通过施加离心力形成。 根据该制造方法,可以以低成本有效地制造优良的隧道衬砌。
    • 8. 发明授权
    • System for repairing joints in pipes laid underground
    • 在地下铺设管道的接头修补系统
    • US4584963A
    • 1986-04-29
    • US685284
    • 1984-12-24
    • Akio MorinagaMitsutoshi HayashiMotoyuki Koga
    • Akio MorinagaMitsutoshi HayashiMotoyuki Koga
    • F16L55/16B05D7/22F16L55/1645F16L55/18B05C11/00B05C1/00B05C11/02
    • F16L55/1645F16L55/18
    • A system for repairing joints in pipes laid underground, such as gas pipes, in their buried state, from their inside, to ensure their sealing.The system, in the process of pushing the resin used for repairing along the inside of the pipes by the pig, is to fill and seal the sealing material with the resin through gaps in numerous pipe joints inside of the pipes. In order to guarantee insertion of resin into gaps in the pipe joints (sealing material) whether or not the pipe joint has developed a leak, the system comprises a substitution pig, and a means whereby the pig pushes the resin placed ahead of it along the pipe, and further, a means whereby the filling amount of the resin does not change even if the amount of resin present in front of the pig differs between the early and later stages of the repairing operation, gaps in the pipe joints will be uniformly filled.
    • 一种用于修理地下管道中的接头的系统,例如其埋藏状态的气体管道,从其内部,以确保其密封。 该系统在通过猪沿着管道内部推动用于修理的树脂的过程中,通过管道内的许多管接头中的间隙将树脂填充并密封密封材料。 为了保证管接头(密封材料)中的间隙中插入树脂不管管接头是否发生泄漏,该系统包括一个替代猪,以及一个装置,其中猪沿着它放置在其前方的树脂沿着 管子,此外,即使在修复操作的早期阶段和后期阶段之间存在于猪前面的树脂的量不同,树脂的填充量也不变化的方式,管接头中的间隙将被均匀地填充 。