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    • 1. 发明专利
    • Stabilizing method of excavation object earth in shielding construction method
    • 采用施工方法挖掘对象土的稳定方法
    • JP2005220563A
    • 2005-08-18
    • JP2004027939
    • 2004-02-04
    • Ohbayashi CorpTaiheiyo Soil Corp太平洋ソイル株式会社株式会社大林組
    • AKAI RYOTATANAKA YOSHIHIROHIROWATARI TAKASHI
    • E21D9/06
    • PROBLEM TO BE SOLVED: To provide a stabilizing method of excavation object earth in a shielding construction method, for easily removing a filler, hardly leaving a solid material, and capable of easily disposing the removed filler.
      SOLUTION: The filler reveals a viscosity of 1,000 to 12,000 cp or higher by adding water, and is formed of a water absorptive resin degelled by adding a dispersant. When on standby, a cutting face 25 is stabilized by filling the filler 38 put in a gel state by adding the water in a void and a chamber 7, and when starting excavation, a degelling agent is injected into the filled filler 38 before this start, and sucked and removed in a degelled liquid state. When a water permeable stratum such as a gravel layer is exposed to the cutting face of the excavation object earth, dissipation via its water permeable stratum is prevented by setting the viscosity of the filler 38 to 5,000 cP or higher.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:为了在屏蔽施工方法中提供挖掘对象土的稳定化方法,为了容易地除去填料,几乎不留下固体材料,并且能够容易地设置去除的填料。 解决方案:填料通过加水显示粘度为1,000至12,000cp或更高,并且由通过添加分散剂而减弱的吸水性树脂形成。 待机时,通过在空气和室7中添加水来填充凝胶状态的填料38来稳定切割面25,并且当开始挖掘时,在开始之前将填充剂38注入到填充填料38中 ,并以脱脂液体状态吸取和去除。 当诸如砾石层的透水层暴露于挖掘对象土的切割面时,通过将填料38的粘度设定为5,000cP以上,可以防止其透水层的耗散。 版权所有(C)2005,JPO&NCIPI
    • 2. 发明专利
    • Natural ground stabilizing method for use in shield tunneling method
    • 用于盾构隧道方法的自然地基稳定方法
    • JP2005290687A
    • 2005-10-20
    • JP2004103326
    • 2004-03-31
    • Ohbayashi CorpTaiheiyo Soil Corp太平洋ソイル株式会社株式会社大林組
    • AKAI RYOTATANAKA YOSHIHIROHIROWATARI TAKASHI
    • E21D9/06E21D11/00
    • PROBLEM TO BE SOLVED: To provide a natural ground stabilizing method for use in a shield tunneling method, for stabilizing the natural ground on the periphery of a shield machine, and also stabilizing the natural ground on the periphery of a lining structure after forming the lining structure by segments.
      SOLUTION: The natural ground stabilizing method has a filler injecting step in which a filler is preliminarily injected from an injection hole formed in an outer peripheral portion of a main body of the shield machine into a cavity between the main body and an excavated hole 20, to thereby stabilize the natural ground 8 on the periphery of the shield machine main body, and a back-filling material injection step in which a back-filling material 44 is injected from an injection hole formed in the segment 22 to replace the filling material by the back-filling material 44, and stabilizing the natural ground 8 on the periphery of the segment 22. The filler is formed of a hydrophilic resin which is gelatinized upon addition of water to exert a viscosity of 1,000 to 12,000 cP, and ungelatinized upon addition of a dispersing agent. When the filler is injected, the water-added gelatinous filler is injected, whereas when the back-filling material is injected, the dispersing agent is injected from the injection hole formed in the segment 22 before injection of the back-filling material.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种用于屏蔽隧道法的天然地面稳定方法,用于稳定盾构机周边的自然地面,并且还可以在衬里结构的周围稳定自然地面 通过段形成衬里结构。 解决方案:天然地面稳定化方法具有填料注入步骤,其中从形成在屏蔽机器主体的外周部分的注入孔预先注入填料到主体和被挖掘的主体之间的空腔中 从而使盾构机主体周边的天然地面8稳定,背面填充材料注入步骤,其中填充材料44从形成在段22中的注入孔注入, 由填充材料44填充材料,并且使段22的周边上的天然地面8稳定。填料由亲水性树脂形成,该亲水性树脂在添加水时胶凝以发挥1,000至12,000cP的粘度,以及 加入分散剂后未胶凝。 当注入填料时,注入加水的凝胶状填料,而当注入填充材料时,在注入填充材料之前,从形成在段22中的注入孔注入分散剂。 版权所有(C)2006,JPO&NCIPI
    • 5. 发明专利
    • train
    • 培养
    • JP2011255798A
    • 2011-12-22
    • JP2010132318
    • 2010-06-09
    • Ohbayashi Corp株式会社大林組
    • SAKAMOTO MASAAKIOBONE SATORUAKAI RYOTATAKEDATE KOTATANAKA YOSHIHIRO
    • B62D12/00B61B13/00B61D15/00B61F5/42E21F13/02
    • PROBLEM TO BE SOLVED: To provide a train for a trackless system, the train being simple and inexpensively manufactured and having a steering mechanism.SOLUTION: The train 1 includes a power car 10, a plurality of freight cars 20A to 20C, and a steering means 30. The power car 10 includes a general diesel engine car 11 having wheels 13 for traveling on a track, and tires 14 for the power car attached thereto. Each of the freight cars 20A to 20C includes a general segment truck 21 having wheels 23 for traveling on a track, and tires 24 for the freight car attached thereto. The steering means 30 includes hydraulic jacks 35A to 35C disposed between the power car 10 and the freight car 20 and between adjoining freight cars 20, a driving device 40 for operating the hydraulic jacks 35A to 35C, and a control device 50 for controlling extension and contraction of the hydraulic jacks 35A to 35C.
    • 要解决的问题:为了提供无轨道系统的列车,该列车简单且廉价地制造并具有转向机构。 列车1包括动力轿厢10,多个货车20A至20C和转向装置30.动力车10包括具有用于在轨道上行进的车轮13的一般柴油发动机车11,以及 附着于其上的动力车轮胎14。 每个货车20A至20C包括具有用于在轨道上行进的轮23的通用分段卡车21和附接到其上的货车的轮胎24。 转向装置30包括设置在动力车10和货车20之间以及相邻的货车20之间的液压千斤顶35A至35C,用于操作液压千斤顶35A至35C的驱动装置40和用于控制延伸的控制装置50 液压千斤顶35A〜35C的收缩。 版权所有(C)2012,JPO&INPIT
    • 8. 发明专利
    • Belt conveyor type conveying device
    • 皮带输送机类型输送装置
    • JP2007145575A
    • 2007-06-14
    • JP2005345769
    • 2005-11-30
    • Hitachi Zosen CorpOhbayashi Corp日立造船株式会社株式会社大林組
    • AKAI RYOTAYOKOYAMA MITSUHISA
    • B65G15/60E21D9/12
    • PROBLEM TO BE SOLVED: To provide a belt conveyor type conveying device capable of being simply operated and controlled without requiring synchronous operation by forming a carrying passage in which the carrying direction is bent by a single endless belt.
      SOLUTION: A downstream side carrying passage 64 in which a carrying direction is changed by a predetermined angle is disposed in an upstream side carrying passage 62 at the end part forward lower side. Retreating rollers 72, 74 retreating a belt 4 are installed at the lower rear side of an end roller 70 formed the end of the upstream side carrying passage. A twist start roller 76 applying twist to the belt is installed just below the downstream side carrying passage parallel with the retreating rollers. A twist stop roller 78 stopping the twist to a predetermined angle by twisting an axis by a predetermined angle relative to the twist start roller is installed on the downstream side of the downstream side carrying passage just below the twist start roller along the lateral direction of the downstream side carrying passage. A start end roller forming the start end part of the downstream side carrying passage by inverting a belt wrapped around the twist stop roller after passing through the end forward lower side is installed at the end side of the upstream side carrying passage.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种能够简单地操作和控制而不需要同步操作的带式输送机型输送装置,通过形成承载方向由单个环形带弯曲的输送通道。 解决方案:在输送方向改变预定角度的下游侧承载通道64设置在端部前侧下侧的上游侧承载通道62中。 后退皮带4的后退辊72,74安装在形成上游侧承载通道的端部的端辊70的下后侧。 向带子施加扭曲的扭曲启动辊76正好安装在与后退辊平行的下游侧承载通道的正下方。 通过将轴线相对于扭转起始辊扭转预定角度来将扭转停止扭转到预定角度的扭转止动辊78安装在下游侧承载通道的下游侧,正好在扭转起始辊的正下方沿着 下游侧承载通道。 在上游侧承载通道的端部侧安装有通过将穿过前端下侧的缠绕在扭转阻止辊上的带反转而形成下游侧承载通道的起始端部的起始端辊。 版权所有(C)2007,JPO&INPIT
    • 9. 发明专利
    • Method for cleaning contaminated soil by microorganism
    • 微生物清洗污染土壤的方法
    • JP2005066602A
    • 2005-03-17
    • JP2004357984
    • 2004-12-10
    • Ohbayashi Corp株式会社大林組
    • FUJII KENSUKETOGE KAZUOISHIKAWA YOJIYAGI MASAKIAKAI RYOTAODA YASUSHINUMATA KOICHIHIGUCHI NOBUHIROHAMAZAKI SHIKI
    • B09C1/10
    • PROBLEM TO BE SOLVED: To efficiently clean a contaminant even in a contaminated soil having high viscosity without imparting an influence to the environment and carrying out an after-treatment such as pH adjustment for preventing it. SOLUTION: The method for cleaning the contaminated soil by a microorganism comprises a process for ventilating the contaminated soil containing the contaminant while being stirred to vaporize and recover the contaminant, and a process for charging a decomposing bacterium for decomposing the contaminant into the contaminated soil to decompose the contaminant by the decomposing bacterium, and is characterized in that the ventilation process precedes the decomposing process, and that the decomposing bacterium is charged when the concentration of the contaminant is lowered in the ventilation process so that the decomposing bacterium can decompose the contaminant more effectively. COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:即使在高粘度的污染土壤中也能有效地清洁污染物,而不会对环境产生影响并进行诸如pH调节的后处理以防止其污染。 解决方案:通过微生物清洁污染土壤的方法包括在搅拌的同时对含有污染物的污染土壤进行通风以蒸发和回收污染物的方法,以及将污染物分解成分解细菌的方法 污染土壤通过分解细菌分解污染物,其特征在于通气过程在分解过程之前,并且当通气过程中污染物的浓度降低时,分解菌被充满,使得分解菌可分解 污染物更有效。 版权所有(C)2005,JPO&NCIPI
    • 10. 发明专利
    • Device for crushing and mixing earth and sand
    • 破碎和混合土地和砂土的装置
    • JP2012196640A
    • 2012-10-18
    • JP2011063386
    • 2011-03-22
    • Ohbayashi Corp株式会社大林組
    • YASHIRO TSUTOMUTANAKA YOSHIHIROYAMADA YUKISAKAMOTO MASAAKIAKAI RYOTAFUJIMOTO MARIOKAWAHARA SEIICHI
    • B01F7/16B01F13/02B02C13/16B02C13/286B02C13/288B02C19/00
    • PROBLEM TO BE SOLVED: To prevent blocking near an exhaust outlet due to the deposition of small soil blocks or soil particles.SOLUTION: A device 1 for crushing and mixing earth and sand has an impact-creating mechanism 3 disposed in the internal space of a treating container 2, and the exhaust outlet 24 is formed on the side plate of an uppermost angular cylindrical body 2c composing the treating container. Air can be sucked or discharged from the internal space of the angular cylindrical body 2c through the exhaust outlet 24 by operating an air intake blower 26 communicatingly connected to the exhaust outlet. Two or more rods 31 are disposed horizontally so as to come between those beneath the exhaust outlet 24, and soil blocks generated by the crushing or scattering action of the mechanism 3 are bounced and left in the treating container 2. The rods 31 are composed to be reciprocable horizontally in such a state as to penetrate into a scraper 34 and a cylindrical body 2b.
    • 要解决的问题:为了防止由于小的土块或土壤颗粒的沉积而在排气口附近堵塞。 解决方案:用于粉碎和混合砂土的装置1具有设置在处理容器2的内部空间中的冲击产生机构3,排气出口24形成在最上角的圆柱体的侧板上 2c组成处理容器。 通过操作与排气出口连通的进气鼓风机26,可以通过排气口24从角筒体2c的内部空间吸入或排出空气。 两个或更多个杆31水平地设置成位于排气出口24下方的杆之间,并且通过机构3的破碎或散射作用产生的土块被弹回并留在处理容器2中。杆31构成为 在这样的状态下水平地往复运动,以便进入刮刀34和圆筒体2b。 版权所有(C)2013,JPO&INPIT