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    • 2. 发明专利
    • REACTION RECEIVING STRUCTURE OF TUNNEL BRANCH PART
    • JP2002364286A
    • 2002-12-18
    • JP2001169291
    • 2001-06-05
    • KAJIMA CORP
    • YAMANAKA HIROYUKITANAKA KOICHISUDO YUTAKA
    • E21D9/06
    • PROBLEM TO BE SOLVED: To provide a reaction receiving structure of a tunnel branch part, which allows smooth boring to be performed by respective shield machines for boring unit tunnels branching off from a large section tunnel. SOLUTION: Reaction receiving bodies 11 for obtaining propulsive reactions of the shield machines 1 and 2 for boring the unit tunnels B and C, respectively, are provided, in the branch part (1) wherein the unit tunnels B and C branch off from the large section tunnel A so as to be bored. The body 11 is composed, in a framework-like manner, of upper and lower horizontal materials 12 and 13 which are installed along an axial direction of the tunnel A inside steel shell concrete installed in a ceiling part (2) of the tunnel A and a roadbed part (3) thereof, respectively, a plurality of supports 14 which are erected to the side of the unit tunnels B and C between the materials 12 and 13, and a plurality of diagonal members 15 which are installed between the support 14 and the material 12 and between the support 14 and the material 13.
    • 3. 发明专利
    • Joint structure for steel segments
    • 钢结构接头结构
    • JP2003041892A
    • 2003-02-13
    • JP2001229385
    • 2001-07-30
    • Kajima Corp鹿島建設株式会社
    • TANAKA KOICHIYAMANAKA HIROYUKISUDO YUTAKA
    • E21D11/04
    • PROBLEM TO BE SOLVED: To provide a joint structure for steel segments, which can connect ends of main girders of the adjacent steel segments to each other, and can very efficiently cover the natural ground of a large sectional tunnel.
      SOLUTION: According to the joint structure, both the steel segments 1 each consisting of the plurality of main girders 2 and a skin plate 4 set on the natural ground side of the girders, are connected together by welding. At this time, the ends of the main girders 1 are connected together by welding. Then, cutoff ribs 4a are formed at edges of each skin plate 4 in a manner being spaced away from an edge of the main girder 2, and a sealing material 8 formed of rubber is interposed between the cutoff ribs 4a, 4a of the adjacent skin plates 4.
      COPYRIGHT: (C)2003,JPO
    • 要解决的问题:提供一种能够将相邻钢段的主梁的端部彼此连接的钢段的接头结构,并且可以非常有效地覆盖大型隧道的自然地面。 解决方案:根据接头结构,由多个主梁2组成的钢段1和设置在桁材的自然地面侧的表皮板4通过焊接连接在一起。 此时,主梁1的端部通过焊接连接在一起。 然后,以与主梁2的边缘间隔开的方式在每个表皮板4的边缘处形成切断肋4a,并且由橡胶形成的密封材料8插入相邻皮肤的切断肋4a,4a之间 板4。