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    • 1. 发明专利
    • Measuring device for sediment flow in chamber
    • 用于室内流动的测量装置
    • JP2008169692A
    • 2008-07-24
    • JP2008090236
    • 2008-03-31
    • Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co LtdOhbayashi Corp三菱重工地中建機株式会社株式会社大林組
    • KANAI MAKOTOMIKI KEIZOGOTO MAKOTOSAKAMOTO MASAAKINAKAYAMA MASAOMATOBA KAZUHIKOTANAKA JUNICHI
    • E21D9/06
    • PROBLEM TO BE SOLVED: To provide a measuring device capable of responding to a sudden change in properties of excavated ground. SOLUTION: An excavator 12 has a measuring device 10a for finding a flowing direction and a size of a mixture in a chamber 20. The measuring device 10a has a measuring rod 50 installed retractably to the chamber 20; and the flowing direction and the size of the mixture can be estimated from an amount of deformation of the measuring rod 50. On the other hand, a machine model of the chamber is set in advance, and a plurality of results of fluid analysis with visualized size, direction and distribution of the velocity in the chamber 20 are predetermined based on the viscosity of the mixture. Further, good correlations between the estimate obtained by the measuring device 10a and the results of the fluid analysis are selected; and the results of fluid analysis selected are considered as a state of flow at a time when the estimate is obtained. COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种能够响应于挖掘的地面的突然变化的测量装置。 解决方案:挖掘机12具有用于在腔室20中找到流动方向和混合物的尺寸的测量装置10a。测量装置10a具有可缩回地安装到腔室20的测量杆50; 并且可以从测量杆50的变形量估计混合物的流动方向和尺寸。另一方面,预先设置腔室的机器模型,并且将可视化的多个流体分析结果 基于混合物的粘度预先确定室20内的速度的大小,方向和分布。 此外,选择由测量装置10a获得的估计与流体分析的结果之间的良好相关性; 并且所选择的流体分析的结果被认为是在获得估计时的流动状态。 版权所有(C)2008,JPO&INPIT
    • 2. 发明专利
    • Shield driving machine and tunneling method therefor
    • 屏蔽驱动机及其隧道方法
    • JP2008297821A
    • 2008-12-11
    • JP2007145982
    • 2007-05-31
    • Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co LtdOhbayashi Corp三菱重工地中建機株式会社株式会社大林組
    • MATOBA KAZUHIKONAKANO SATOSHI
    • E21D11/00E21D9/06
    • PROBLEM TO BE SOLVED: To provide a shield driving machine and a tunneling method therefor which securely detects the entry of a final backfill material or ground water into a tail clearance.
      SOLUTION: The shield driving machine assembles: a plurality of segments 22 into a tubular segment ring 23 in the inside of the rear part of a body 14, and simultaneously connects the ring 23 to an already constructed segment ring 23 to continuously form a lining work body 24 covering the inner peripheral surface 2a of the drilled hole 2 in a tubular shape; and fills, with the final backfill material 26, the clearance between the part of the lining work body 24 and the inner peripheral surface 2a of the drilling hole 2. The part of the lining work body 24 comes out of the body 14 toward the rear with the travel in the drilling direction. The machine comprises: a tail seal 30 to inhibit the backfilling material 26 or ground water from entering the interior of the annular tail clearance Ct between the inner peripheral surface 14a of the body 14 and the outer peripheral surface of the lining work body 24; and a foreign-substance detection sensor for detecting the entry of the l backfill material 26 or the ground water into the tail clearance Ct.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种可靠地检测最终回填材料或地下水进入尾部间隙的屏蔽驱动机及其隧道方法。 解决方案:屏蔽驱动机构将多个部分22组装在主体14的后部内侧的管状分段环23中,同时将环23连接到已经构成的分段环23上以连续形成 覆盖钻孔2的内周面2a的筒状工件体24; 并且用最终回填材料26填充衬里工件主体24的一部分与钻孔2的内周面2a之间的间隙。衬里工作体24的一部分朝向后部 随着行进在钻井方向。 该机器包括:尾部密封件30,用于阻止回填材料26或地下水进入主体14的内周表面14a与衬里工作体24的外周表面之间的环形尾间隙Ct的内部; 以及异物检测传感器,用于检测l回填材料26或地下水进入尾间隙Ct。 版权所有(C)2009,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
    • 9. 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
    • 10. 发明专利
    • Carrying out apparatus of excavated soil
    • 执行挖土机的设备
    • JP2005299294A
    • 2005-10-27
    • JP2004119786
    • 2004-04-15
    • Ohbayashi CorpSankyu Inc山九株式会社株式会社大林組
    • NAKAYAMA MASAOMATOBA KAZUHIKOGOTO MAKOTOSHIBUYA HITOSHIYAMATO HIDEJIASAI MIKIOKOSAKA KAZUTOSHI
    • E21D9/12B65G15/26B65G21/14
    • PROBLEM TO BE SOLVED: To make it possible to carry out excavated soil in a narrow place.
      SOLUTION: The carrying apparatus is provided with a starting belt conveyor 14 used from the time immediately after departure of a shield excavator 12 and a belt conveyor for initial excavation to be installed in the rear side after the shield excavator 12 advances forward by a specified distance to a specified forward distance. The advancing belt conveyor 14 is equipped at the rear side of the shield excavator 12 installed in the starting shaft 10 and a vertical storage part 14b storing so as to be able to feeding out, while turning an extension belt 14a repeatedly to the vertical direction. The initial excavation belt conveyor is provided with a horizontal storage part so as to be able of horizontally feeding out the extending belt part after a plurality of times of turning motion.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:使得可以在狭窄的地方进行挖土。 解决方案:承载装置设置有从盾构式挖掘机12起飞后的时间开始使用的起动带式输送机14和用于初始开挖的带式输送机,在盾构式挖掘机12向前推进之后安装在后侧 指定距离指定的前进距离。 前进带式输送机14配备在安装在起动轴10中的盾构式挖掘机12的后侧,并且在垂直方向上反复转动延伸带14a的同时,存储有能够输出的垂直存储部14b。 初始的挖掘带式输送机设置有水平存储部,以便能够在多次转动之后水平地输送延伸带部。 版权所有(C)2006,JPO&NCIPI