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    • 2. 发明专利
    • Method and system for manufacturing fluidized soil
    • 用于制造流化土的方法和系统
    • JP2008308837A
    • 2008-12-25
    • JP2007155621
    • 2007-06-12
    • Aktio CorpOhbayashi Corp株式会社アクティオ株式会社大林組
    • TSUJI TADAHIKOMATOBA KAZUHIKOKOGA HIROSHIAZUMA MORIYUKI
    • E02F7/00
    • PROBLEM TO BE SOLVED: To provide a system for manufacturing fluidized soil enabling the long-distance transportation of a material without changing the properties thereof.
      SOLUTION: This system for manufacturing fluidized soil by stirring slurry 40 and a solidification material 45 such as cement comprises a slurry feed system 10 for transporting the slurry 40 from a base 3 to a fluidized soil depositing position 4 through a plurality of relay points, a solidification material transporting means formed separately from the slurry feed means 10 for transporting the solidification material 45 such as cement to the depositing position 4, and a stirring device 30 installed at the depositing position 4 and stirring the slurry 40 transported to the depositing position 4 by the slurry feed system 10 and the solidification material 45 transported to the depositing position 4 by the solidification material transporting means.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种用于制造流化土的系统,其能够长期运输材料而不改变其性质。 解决方案:用于通过搅拌浆料40和固化材料45如水泥制造流化土的该系统包括:浆料进料系统10,用于通过多个继电器将浆料40从基底3输送到流化土壤沉积位置4 点,与用于将凝固材料45如水泥输送到沉积位置4的浆料进料装置10分开形成的凝固材料输送装置和安装在沉积位置4处的搅拌装置30,并搅拌输送到沉积物 位置4由浆料供给系统10和凝固材料45通过凝固材料输送装置输送到沉积位置4。 版权所有(C)2009,JPO&INPIT
    • 3. 发明专利
    • Rotating device
    • 旋转装置
    • JP2011236627A
    • 2011-11-24
    • JP2010108517
    • 2010-05-10
    • Aktio CorpOhbayashi Corp株式会社アクティオ株式会社大林組
    • MATOBA KAZUHIKOMORISHITA SATOSHIMUNAKATA KUNIYOSHIMINAGAWA KAZUHIKO
    • E21D13/04E21D9/06E21D11/40
    • PROBLEM TO BE SOLVED: To provide a rotating device with a simplified device configuration, which determines accurately an angle and a directions with respect to a rotated object rotating in a vertical plane.SOLUTION: A rotating device 1 comprises: a fixed frame 10 with a rail 16 laid therein; a rotary frame 20 supporting a shield machine 50; a wheel section 31, which has a wheel frame 33 rotatably attached to the rotary frame 20 via a supporting shaft 26 and wheels 34 rotatably attached to the wheel frame and is travelable in a horizontal direction on the rail 16; and a lever part 32 with one end integrally joined with the rotary frame and the other end supported on and rotatable with respect to the fixed frame. When rotating the shield machine, the lever part is turned so that the wheel section is moved along the rail and the rotary frame rotates around the supporting shaft in a vertical plane.
    • 要解决的问题:提供具有简化的装置结构的旋转装置,其精确地确定相对于在垂直平面中旋转的旋转物体的角度和方向。 解决方案:旋转装置1包括:固定框架10,其中布置有轨道16; 支撑屏蔽机50的旋转框架20; 轮部31,其具有经由支撑轴26可旋转地附接到旋转框架20的轮框架33和可旋转地附接到车架的车轮34,并且能够在轨道16上沿水平方向行驶; 以及杠杆部32,其一端与旋转框架一体地接合,另一端支撑在固定框架上并且可相对于固定框架旋转。 当旋转屏蔽机器时,杠杆部分被转动,使得轮部分沿着轨道移动,并且旋转框架在垂直平面内围绕支撑轴旋转。 版权所有(C)2012,JPO&INPIT
    • 4. 发明专利
    • シールドトンネルにおける坑内搬送システム
    • 隧道内隧道内部传输系统
    • JP2014224351A
    • 2014-12-04
    • JP2013103003
    • 2013-05-15
    • 株式会社大林組Ohbayashi Corp
    • KUMAGAI SHUICHIMATOBA KAZUHIKOKANDA NORISHIGETAKAMATSU SATOSHIMENJO SHIGERUHATTORI TOSHIHIRO
    • E21F13/02E21D9/12E21D11/40
    • 【課題】各種設備と干渉することなくセグメント等資機材の搬入及び掘削ずりの搬出が可能で軌道の盛替が必要なく鋼製セグメントにも対応する。【解決手段】本発明に係る坑内搬送システム1は、インバート軌条5,5と、該インバート軌条の上を走行する搬送台車6と、シールドマシン2に連結された設備配置用移動架台7a,7bと、該設備配置用移動架台に連結された乗入れ用移動架台8とを備える。設備配置用移動架台7aは、シールドマシン2の設備10aを載置板11aに載置してあるとともに、載置板11aには、設備10aの脇を通過する形で搬送台車6が走行できるように迂回軌条12,12を敷設してあり、その下面に取り付けたスキッド31,31をインバート軌条5,5の上で摺動させることで、設備配置用移動架台7aをインバート軌条5,5に沿って走行自在に構成してある。【選択図】図3
    • 要解决的问题:提供一种隧道内部转移系统,其可以承载诸如段的材料,并且可以在不干扰各种设施的情况下进行挖掘,而不需要轨道的转动,并且适应于甚至 钢结构部分。解决方案:该隧道内部转运系统1包括:转轨5,5; 在转向轨上行进的转向架6; 连接到屏蔽机2的设备布置移动基座7a,7b; 以及连接到设备布置移动基座的骑乘移动基座8。 在设备移动基座7a中,屏蔽机2的设施10a放置在放置板11a上,旁路导轨12,12被放置在放置板11a上,使得转向架6能够以通过的方式行进 设备10a的侧面和安装在旁路轨道的下表面上的滑行板31,31在反转轨道5,5上滑动移动。因此,设备布置移动基座7a被构造成可沿着 倒车轨5,5。
    • 5. 发明专利
    • Method for constructing large-section tunnel with expanded section
    • 用扩建部分构建大型隧道的方法
    • JP2012046951A
    • 2012-03-08
    • JP2010189771
    • 2010-08-26
    • Ohbayashi Corp株式会社大林組
    • NISHIMORI AKIHIROKAGAWA ATSUSHIMATOBA KAZUHIKOABE YASUSHIMORIYA YOICHI
    • E21D13/02E21D9/06
    • PROBLEM TO BE SOLVED: To easily construct a large-section tunnel expanded in a cross-sectional direction.SOLUTION: In a step of constructing an outer shell component, a step of forming a plurality of shield tunnels 4A and 4B, which continue in a traveling direction (construction direction) of a large-section tunnel, in the ground is performed. In this case, in an expanded section of the large-section tunnel, the adjacent shield tunnels 4A and 4B are formed in such a manner that an end surface of the shield tunnel on one side faces an end surface of the shield tunnel on the other side and that a spacing between the end surfaces is continuously changed. Additionally, a step of constructing an outer shell section, a space is formed by removing sediment between the opposed end surfaces by excavation, and the adjacent outer shell components are connected together in the space.
    • 要解决的问题:为了容易地构造在横截面方向上膨胀的大截面隧道。 解决方案:在构造外壳部件的步骤中,进行在地面中沿着大截面隧道的行进方向(结构方向)继续形成的多个屏蔽通道4A和4B的步骤 。 在这种情况下,在大截面隧道的扩展部分中,相邻的屏蔽隧道4A和4B形成为使得一侧的屏蔽隧道的端面相对于屏蔽隧道的另一端的表面 并且端面之间的间隔连续变化。 另外,构成外壳部的步骤是通过挖掘在相对的端面之间除去沉积物而形成空间,并且相邻的外壳部件在空间中连接在一起。 版权所有(C)2012,JPO&INPIT
    • 7. 发明专利
    • Soil reforming facility and soil reforming method
    • 土壤改良设施和土壤改良方法
    • JP2010270459A
    • 2010-12-02
    • JP2009121281
    • 2009-05-19
    • Shiro NakamuraOhbayashi CorpOriental Giken Kogyo Kkオリエンタル技研工業株式会社志郎 中村株式会社大林組
    • MATOBA KAZUHIKONAKAMURA SHIROSUZUKI YOSHIO
    • E02F7/00A62D3/30A62D101/43A62D101/49B09C1/02B09C1/08
    • PROBLEM TO BE SOLVED: To provide a soil reforming facility and a soil reforming method that can supply a proper amount of chemicals in continuously carrying out soil improving treatment, detoxifying treatment and fluidizing treatment of excavated sediment. SOLUTION: The soil reforming facility 1 is provided for loading the excavated sediment 2 produced by excavating the ground, on a belt conveyor 3, then supplying upstream a reforming material for reforming the excavated sediment 2 and a detoxifying material for detoxifying the excavated sediment 2, and agitating and mixing them while conveying them to prepare reformed soil, or loading muddy water 22 obtained by mixing the excavated sediment 2 and water, on the belt conveyor 3, then supplying upstream a reforming material for fluidizing the muddy water 22, and agitating and mixing them while conveying them to prepare fluidized soil, thus treating the excavated sediment 2 to be recycled. COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供一种土壤重整设备和土壤重整方法,可以提供适量的化学品,持续进行土壤改良处理,解毒处理和开采沉积物的流化处理。 解决方案:土壤重整设备1用于将通过挖掘地面产生的挖掘沉淀物2装载在带式输送机3上,然后向上游提供用于重建挖掘的沉淀物2的重整材料和用于对被挖掘的泥土进行解毒的解毒材料 沉淀物2,并在输送它们的同时搅拌并混合以制备重整土壤,或者通过将挖出的沉淀物2和水混合而获得的泥浆水22装载在带式输送机3上,然后向上游供应用于使泥浆水22流化的重整材料, 并搅拌并搅拌,同时输送它们以制备流化的土壤,从而处理被挖掘的沉淀物2进行回收利用。 版权所有(C)2011,JPO&INPIT
    • 10. 发明专利
    • Particles adhesion suppressing material, shielding tunnel excavator, earth and sand carrying container, and earth and sand storing container
    • 颗粒粘合抑制材料,屏蔽隧道挖掘机,地球和砂带运输集装箱,以及土地和砂储存容器
    • JP2009035983A
    • 2009-02-19
    • JP2007203275
    • 2007-08-03
    • C I Kasei Co LtdCi Matex KkOhbayashi Corpシーアイマテックス株式会社シーアイ化成株式会社株式会社大林組
    • MATOBA KAZUHIKOIZAWA MASAYOSHIKOGA HIROSHIWATABE NAOTOOGAWA SOICHIRO
    • E21D9/06E21D9/12
    • PROBLEM TO BE SOLVED: To provide a particles adhesion suppressing material which can be easily set to or removed from a portion of equipment or a device having a possibility of adhesion of the particles thereto, and to provide a shielding tunnel excavator with the same, an earth and sand carrying container and an earth and sand storing container.
      SOLUTION: An earth and sand adhesion suppressing sheet 10 is constituted of a surface layer 20 on a side in contact with earth and sand and of a rear surface layer 30 on a side to be adhered to equipment and a device or the like. More practically, a separation sheet 240 of "Trail S 200" constituted of a thermoplastic resin layer 210 having a plurality of protrusions 22 formed on the surface side, a silicon curing resin layer 220 provided so as to cover the upper surface of the thermoplastic resin layer 210, an adhesive layer 230 provided on the lower surface of the thermoplastic resin layer 210 and formed of an adhesive or a bond, and a separation sheet 240 releasably adhered on the lower surface of the adhesive layer 230, is separated to expose the adhesive layer 230 and the adhesive layer 230 is pasted along the surface of a magnet sheet 30 while allowing the adhesive layer 230 to run thereupon.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种能够容易地从设备的一部分或者具有颗粒粘附的装置的部件设置或除去的颗粒粘附抑制材料,并且提供一种屏蔽隧道挖掘机,其具有 同样的,沙沙运载容器和沙沙储存容器。 解决方案:砂土粘附抑制片10由与砂土接触的一侧的表面层20和要附着到设备的一侧的后表面层30和装置等构成 。 更实际地,“Trail S 200”的分离片240由具有在表面侧形成的多个突起22的热塑性树脂层210构成,硅固化树脂层220设置成覆盖热塑性树脂的上表面 层210,设置在热塑性树脂层210的下表面上并由粘合剂或结合物形成的粘合剂层230和可释放地粘附在粘合剂层230的下表面上的分离片240被分离以露出粘合剂 层230和粘合剂层230沿着磁片30的表面粘贴,同时允许粘合剂层230在其上运行。 版权所有(C)2009,JPO&INPIT