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    • 23. 发明专利
    • Underground Railroad construction method
    • JP4731387B2
    • 2011-07-20
    • JP2006110527
    • 2006-04-13
    • 戸田建設株式会社
    • 賢二 下坂光彦 太田均 浅野誠 請川
    • E21D9/06E02D29/045E21D9/01E21D13/00
    • PROBLEM TO BE SOLVED: To provide an underground railway construction method which allows the construction of a tunnel of an equal width regardless of a station or a part between stations, compactifies a necessary site, miniaturizes a vertical shaft formed between stations, narrows an underground occupied width, and offers cost advantage. SOLUTION: The underground railway construction method includes a step of digging a U-shaped tunnel 40 using a shield digger composed of a pair of first diggers arranged across a given distance and a second digger connected to the first diggers therebetween, a step of placing by striking an under ground soil retaining wall 44 downward from tunnel shafts at both ends of the U-shaped tunnel 40, a step of placing concrete 54 in the U-shaped tunnel 40 to build a top plate 56 of a railway tunnel 22, and a step of digging interior soil encircled with the ground soil retaining wall 44 and the top plate 56 to build the rest of the building frame 58 of the railway tunnel 22. The step of building the rest of the building frame 58 of the railway tunnel 22 includes a step of building adjacent tracks in the part between stations, using a short underground soil retaining wall, and a step of building a new single track 60 and a platform 62 in the form of two tiers vertically adjacent to each other in the station 52 using the long ground soil retaining wall 44. COPYRIGHT: (C)2008,JPO&INPIT
    • 25. 发明专利
    • Groundwater flow conservation method
    • JP4274898B2
    • 2009-06-10
    • JP2003364543
    • 2003-10-24
    • 戸田建設株式会社
    • 毅 柳楽均 浅野誠 請川
    • E02D31/02E02D5/20E02D29/045E21D13/00
    • PROBLEM TO BE SOLVED: To provide underground water stream maintenance construction method capable of maintening an underground water stream for water deeper than an excavated bottom face, and capable of unnecessitating a special ground space and designing low cost while securing a long stability including securement of an underground water stream independent at respective plurality of mermeable strata and clogging measures. SOLUTION: A natural ground having permeable strata 14, 16, 18 in the underground is excavated to construct a continuous underground wall 12. The natural ground surrounded by the continuous underground wall 12 is open cut in the condition that underground water is cut off by the continuous underground wall 12 and after an underground structure 10 has been erected or during it is erected, fluidization of the underground water is planned in the underground water stream maintenance construction method. When the continuous underground wall is constructed, a process in which a cylindrical body 20 is inserted vertically to form a hollow part in the continuous underground wall 12 and a process planning fluidization of the underground water by forming water flowing holes 24a, 24b by cutting the continuous underground wall 12 in the position corresponding to water permeable layers 14, 16, 18 from the cylindrical body 20 after the continuous underground wall 12 has been hardened, are included in the method. COPYRIGHT: (C)2005,JPO&NCIPI