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    • 1. 发明专利
    • Construction method for ultrathin lining of structure
    • 超结构结构施工方法
    • JP2003301697A
    • 2003-10-24
    • JP2002109624
    • 2002-04-11
    • Kumagai Gumi Co LtdMitsui Kinzoku Toryo Kagaku Kk三井金属塗料化学株式会社株式会社熊谷組
    • KIDO YOSHIKAZUKAWAMURA YOSHIYUKIMINAMI NORITSUGUNARABE HIROSHINAKANISHI HIDEYUKI
    • E21D11/04E21D11/38
    • PROBLEM TO BE SOLVED: To prevent a lining layer from being destroyed or deformed by water leakage after the completion of execution of work, to make water in a shield tunnel flow down smoothly, and to reduce repair work, etc., in a construction method for an ultrathin lining which serves as a secondary lining of an underground structure such as the shield tunnel.
      SOLUTION: In this construction method for the ultrathin lining 1a of the structure, the structure is constituted by joining a plurality of segments 3, 3, etc., together; an ultrathin coating material is applied to a surface of the structure, so that the lining layer 5 can be formed; after or before joint parts 3a and 3a of the segments 3 and 3 are filled with caulking 4, the coating material is applied to the surface of the structure, so that the lining layer 5 can be formed; and after the prescribed curing of the lining layer 5, the lining layer 5 is cut at a prescribed position in a position in which the joint parts 3a and 3a are filled with the caulking 4.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:为了防止在工作完成后衬里层被漏水破坏或变形,使屏蔽隧道中的水顺畅地流下来,并减少维修工作等 一种超薄衬里的施工方法,其用作诸如屏蔽隧道的地下结构的二次衬里。 解决方案:在该结构的超薄衬里1a的施工方法中,结构通过将多个段3等连接在一起而构成; 在该结构体的表面涂敷超薄涂料,能够形成衬里层5。 在段3和3的接合部分3a和3a之间或之后填充有铆接4时,将涂层材料施加到结构的表面,从而可以形成衬里层5; 在衬里层5的规定固化之后,在接合部3a和3a填充有填缝4的位置,在规定位置切断衬层5.版权所有(C)2004,JPO
    • 2. 发明专利
    • Draining method for use in extra-thin lining method
    • 排水方法用于超薄内衬方法
    • JP2003003797A
    • 2003-01-08
    • JP2001193209
    • 2001-06-26
    • Kumagai Gumi Co LtdMitsui Kinzoku Toryo Kagaku Kk三井金属塗料化学株式会社株式会社熊谷組
    • KIDO YOSHIKAZUKAWAMURA YOSHIYUKINAOZUKA KAZUHIRONARABE HIROSHINAKANISHI HIDEYUKI
    • E21D11/38E03F3/04
    • PROBLEM TO BE SOLVED: To provide a draining method which efficiently drains leakage from an underground structure constructed according to an extra-thin lining method, after completion of construction of the structure.
      SOLUTION: The draining method for draining leakage W from the underground structure constructed according to the extra-thin lining method which is carried out by extra-thinly lining the underground structure with a coating material such as urethane. According to the draining method, a porous sheet 6a formed of an elastic material is arranged beforehand on an inner surface of the underground structure 1 at a location at which the leakage W is expected, and a peripheral portion 7 of the sheet 6a is fixed to the underground structure 1. When leakage pressure is applied on the sheet, pores 8, 8, etc., in the porous sheet 6a are opened due to the elastic deformation of the same, to thereby drain the leakage.
      COPYRIGHT: (C)2003,JPO
    • 要解决的问题:提供一种排水方法,该方法能够在结构构造完成之后有效地从根据超薄衬里法构造的地下结构中排出泄漏。 解决方案:排水方法,从地下结构排水泄漏W,根据超细衬层法,通过用氨基甲酸乙酯等涂层材料对地下结构进行超薄衬砌。 根据排水方法,在地下结构体1的内表面预先设置由弹性材料形成的多孔板6a,在预期泄漏W的位置处,将片6a的周边部分7固定到 地下结构体1.当在片材上施加泄漏压力时,多孔片材6a中的孔隙8,8等由于其弹性变形而打开,从而排出泄漏物。