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    • 1. 发明专利
    • Method of joining shield tunnel and vertical shaft
    • 加固盾构隧道和垂直轴的方法
    • JP2010031485A
    • 2010-02-12
    • JP2008192704
    • 2008-07-25
    • Mutsubishi Rubber Co LtdTaisei Corp六菱ゴム株式会社大成建設株式会社
    • NISHIDA YASUOHATTORI YOSHIFUMIOKAYA TOSHIYUKINISHIOKA IWAOKAWASAKI NAOKIKABURAGI KOICHI
    • E21D9/06E21D1/00E21D11/00
    • PROBLEM TO BE SOLVED: To increase the earthquake resistance of the joint part between a shield tunnel and an arrival vertical shaft 1 to which stress may be concentrated in an earthquake.
      SOLUTION: A socket tube 11 for receiving a shield machine 2 is installed in the arrival vertical shaft 1, and a ring steel plate 12 is attached to the inner surface of the socket tube 11. A soil retaining wall 13 is constructed of an easily cuttable material on the earth side of the socket tube 11. A cut part having an inner diameter larger than the outer diameter of the shield machine 2 is formed in the soil retaining wall 13. The end of the skin plate 21 of the shield machine 2 is stopped in the space surrounded by the ring steel plate 12, and the end of the skin plate 21 is welded to the ring steel plate 12 with a water sealing iron plate 15 welded to the inner surface of the ring steel plate 12 interposed therebetween to enclose and to provide a water sealing function. An enclosed cushioning chamber 31 is formed of the ring steel plate 12, flange plates 16, and extension plates welded to the flange plates 16 parallel to each other, respectively, a cover plate 14 stretched from the extension plates in the orthogonal direction, and a flexible band 3 stretched between the ends of the cover plate 4.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提高应力集中在地震中的盾构隧道与到达垂直轴1之间的接合部分的抗震性。 解决方案:用于接收屏蔽机2的插座管11安装在到达垂直轴1中,并且环形钢板12附接到插座管11的内表面。土壤保持壁13由 位于插座管11的地侧的容易切割的材料。在挡土墙13中形成具有大于屏蔽机2的外径的内径的切割部。屏蔽层的皮肤板21的端部 机器2停在由环形钢板12包围的空间中,并且将外壳板21的端部用环形钢板12的内表面焊接的水封铁板15焊接到环形钢板12上 以封闭并提供水封功能。 封闭的缓冲室31分别由环形钢板12,凸缘板16和与凸缘板16彼此平行地焊接的延伸板分别形成有从正交方向从延伸板延伸的盖板14,以及 柔性带3在盖板4的端部之间拉伸。版权所有(C)2010,JPO&INPIT