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    • 31. 发明授权
    • Shield tunneling method and machine therefor
    • 盾构隧道法及其机器
    • US4406498A
    • 1983-09-27
    • US272059
    • 1981-06-09
    • Toshio Akesaka
    • Toshio Akesaka
    • E21D9/06E21D9/00E21D9/08E21D9/087E21D9/13
    • E21D9/13E21D9/0657E21D9/087
    • A method for excavating a tunnel wherein the muck from the tunnel face is admitted into the shield; the muck is pressed by a pressure of a predetermined level higher than an active earth pressure in the face and lower than a passive earth pressure as the shield body is moved forward, thereby establishing the balance between the earth pressure in the face ground and the muck pressure; and a liquid of a level balancing the underground water pressure is used to resist the underground water, thereby preventing movement of the underground water, whereby the face is maintained stable; and when the muck pressure is raised over the predetermined level, the muck is discharged out of the shield. A shield tunneling machine embodying the above described method comprises a cutter head (24,124) allowing the passing of the muck therethrough, a diaphragm (14,114) provided in the shield body (10,110), a muck inlet (16,116) provided in the diaphragm, a cover member (50,148,149) adapted to open and close the muck inlet and coupled to an operating means (52,160) presetting the muck pressure at the aforesaid predetermined level, and a muck chamber provided behind the diaphragm and usually charged with a liquid.
    • 一种用于挖掘隧道的方法,其中来自隧道面的垃圾进入盾构; 当屏蔽体向前移动时,泥浆被压在比面积中的主动土压力高的预定水平的压力下并且比被动地面压力低的压力,从而建立了地面的地面压力和泥土之间的平衡 压力; 使用平衡地下水压力的液体来抵抗地下水,从而防止地下水的移动,从而使面部保持稳定; 并且当泥渣压力升高到预定水平时,粪便被排出屏蔽。 体现上述方法的盾构隧道掘进机包括:允许通过其的泥浆通过的切割头(24,124),设置在屏蔽体(10,110)中的隔膜(14,114),设置在隔膜中的垃圾入口(16,116), 盖构件(50,148,149),其适于打开和关闭垃圾入口并且联接到预设上述预定水平的垃圾压力的操作装置(52,160)以及设置在隔膜后面并且通常装有液体的垃圾箱。
    • 32. 发明授权
    • Device for removing gravels and the like from discharged mud in
hydraulic tunnel boring system
    • 用于在液压隧道掘进系统中排出泥浆中的砾石等的装置
    • US4116487A
    • 1978-09-26
    • US762106
    • 1977-01-24
    • Hironobu YamazakiYoshiaki UchidaAkira Nakaya
    • Hironobu YamazakiYoshiaki UchidaAkira Nakaya
    • E21D9/12E21D9/08E21D9/087E21D9/13E21C39/00
    • E21D9/13E21D9/087
    • A device for removing relatively larger size gravels, stones, crushed rocks and the like contained in a discharged mixture of fed slurry or muddy water and excavated ground formation components in hydraulic tunnel boring systems. The device comprises a lattice-shaped classifying means connected at one end to a discharging pipe for conducting the mixture from the tunnel face, a primary chamber connected to the other end of the classifying means for receiving and storing classified gravels and the like, and a secondary chamber communicating with the primary chamber through a valve for receiving and retaining the gravels and the like filled in the primary chamber. A housing surrounds and rotatably supports the classifying means and includes a discharging pipe for conducting muddy water passed through the clarifying means. A motor rotates the classifying means for performing classifying work. The secondary chamber has a valve on its discharging side and the valve between the primary and secondary chambers and the valve of the secondary chamber are alternately closed and opened so that removal of the classified gravels and the like may be made without interrupting the hydraulic tunnel boring. The device is preferably provided at the discharging position of the secondary chamber for weighing classified and discharged gravels and the like for determining actually excavated amount of the ground formation components in cooperation with means for determining dry mud amount provided in feeding and discharging pipes of the slurry or water and the mixture.
    • 用于去除在液压隧道掘进系统中排出的进料浆料或泥浆水混合物中的相对较大尺寸的砾石,石头,碎石等的装置。 该装置包括一个格栅分级装置,其一端连接到用于从隧道面引导混合物的排出管,连接到分类装置的另一端的主室,用于接收和存储分类的砾石等,以及 次级室通过用于容纳和保持填充在主室中的砾石等的阀与主室连通。 壳体围绕并可旋转地支撑分级装置,并且包括用于导入通过澄清装置的泥水的排出管。 电动机旋转用于进行分级工作的分级装置。 次级室在其排放侧具有阀,并且主室和第二室之间的阀和副室的阀交替地关闭和打开,使得可以在不中断液压隧道钻孔的情况下去除分级的砾石等 。 该装置优选设置在二级室的排放位置,用于称重分级和排出的砾石等,用于与用于确定在浆料的供给和排出管道中提供的干泥量的装置一起确定实际挖掘的地层成分的量 或水和混合物。
    • 33. 发明授权
    • Apparatus and method of shield excavation
    • 盾构开挖装置及方法
    • US4040666A
    • 1977-08-09
    • US687200
    • 1976-05-17
    • Yoshiaki UchidaKazuhiko Ishiwata
    • Yoshiaki UchidaKazuhiko Ishiwata
    • E21B3/00E21B21/08E21D9/06E21D9/087E21D9/13G01F1/00G01F1/60G01F1/74E21D9/04E21D9/12
    • G01F1/74E21B21/08E21B3/00E21D9/093E21D9/13G01F1/00G01F1/60
    • An apparatus and method for excavating tunnels with a shield and slurry while detecting and preventing excess excavation in high water content soft ground wherein, in each of feeding system of slurry to tunnel face and discharging system of a mixture of slurry and excavated soil or the like as well as gushing water from the tunnel face out of working area, the respective volumes of the slurry and mixture passing through the respective systems are measured in positions close to the tunnel face, the volume of the excavated soil or the like is determined with the difference between both volumes while the amount of propelling a tunnelling machine is determined as an excavated space volume of the tunnel, the respective values of the excavated soil volume and excavated space volume are compared with each other, whereby the amount of propelling the machine, fed amount of the slurry or discharging amount of the mixture can be properly adjusted so that the difference between said values will be made substantially zero.
    • 一种用于在检测和防止高含水量软土地层中的过量挖​​掘的同时,利用盾构泥浆挖掘隧道的装置和方法,其中,在浆料到隧道面的每个供给系统和浆料和挖土等的混合物的排出系统 以及从隧道面向工作区域涌出的水,在靠近隧道面的位置处测量通过各个系统的浆料和混合物的相应体积,挖掘的土壤等的体积由 两个容积之间的差异,而推进隧道机的量被确定为隧道的挖掘空间体积,挖掘的土体积和挖掘的空间体积的相应值彼此进行比较,由此推进机器的量 可以适当地调节浆料的量或混合物的排出量,使得所述值之间的差异将被限制 基本上为零。
    • 37. 发明申请
    • BORE HEAD FOR MICROBORE OPERATION
    • 用于微机操作的机头
    • US20080099248A1
    • 2008-05-01
    • US11961007
    • 2007-12-20
    • Rodney Davies
    • Rodney Davies
    • E21B10/60E21B4/00
    • E21D9/004E21D9/13
    • Boring apparatus for drilling laser guided microbore tunnels uses a liquid stream to remove soil as slurry and an airstream to conduct the slurry away from the bore head. The cylindrical head houses a drill shaft steered by a pair of remotely controlled rams according to the position of a laser spot on a target fixed close to the end of the drill shaft. Small arcuate steering movements shift the cutter up and down through a first ram alongside the shaft working through a linkage. Side to side steering is provided by a second ram acting directly on the shaft. The components are mounted on an axial base wall which gives repair access and camera view of the target. A drilling platform has rams for advancing the cylindrical head.
    • 用于钻探激光引导微孔隧道的钻孔设备使用液体流来除去土壤作为浆料和气流,以使浆料远离孔头。 圆柱形头部根据激光点在靠近钻杆端部固定的目标上的位置容纳由一对远程控制的柱塞转向的钻杆轴。 小的弧形转向运动通过一根连杆机构的轴沿着轴移动刀具上下移动。 侧向转向由直接作用在轴上的第二压头提供。 部件安装在轴向底壁上,可提供目标的修理访问和摄像机视图。 钻孔平台具有用于推进圆柱形头部的柱塞。
    • 38. 发明授权
    • Method of constructing underground gallery by using pneumatic transfer system and stratum disposal method
    • 采用气动输送系统和地层处理方法构建地下画廊的方法
    • US07063657B2
    • 2006-06-20
    • US10494648
    • 2002-11-08
    • Kazuo OkutsuHisashi TakamuraKoji HaneNobuyuki MatsuiYasuyuki HayakawaMitsuaki Furuichi
    • Kazuo OkutsuHisashi TakamuraKoji HaneNobuyuki MatsuiYasuyuki HayakawaMitsuaki Furuichi
    • E21D9/12G21F9/34
    • G21F9/36E21D1/00E21D9/13E21F17/16G21F9/34
    • A method of constructing underground galleries using a pneumatic transfer system and a stratum disposal method are provided, wherein in constructing a disposal gallery of a stratum disposal site and tunnels such as mountain tunnels or in performing stratum disposal of waste matter, the carrying-out of excavation chips or the like, the carrying-in of materials and equipment or the like and the carrying-in and positioning of waste matter may be effected safely, quickly and reliably at low cost, and the buffer material quality for waste matter may be secured. In construction, an air carrying pipeline (10) is used while extending the air carrying pipeline (10) downward as desired during excavation of a vertical shaft (2) so as to carry out vertical shaft excavation chips (a) to the ground and carry in materials and equipment including vertical shaft spray concrete (b) to the underground site. Alternatively, the vertical shaft itself is used as the air carrying pipeline (10), and by using the air carrying pipeline (10) extending from the vertical shaft (2a) to an underground gallery (3), excavation chips (a) from the underground gallery (3) are carried out to the ground and materials and equipment for the underground gallery are carried in to the underground site. In operation, the air carrying pipeline (10) is used to carry in a carrying container (11) with the waste matter (A) and a buffer material (13) integrated together and stored therein, to the underground site, and the integrated waste matter (A) and buffer material (B) are positioned and buried in a disposal hole (7).
    • 提供了一种使用气动输送系统和地层处理方法构建地下画廊的方法,其中在构建地层处置场地的处置库和诸如山隧道的隧道或执行废物处理的地下处置方法中, 挖掘切屑等,可以以低成本安全,快速,可靠地实现材料和设备等的引入以及废物的进入和定位,并且可以确保废物的缓冲材料质量 。 在施工中,在垂直轴(2)的挖掘期间,使用空气输送管道(10),同时沿着空气输送管道(10)向下延伸,以便将垂直轴挖掘切屑(a)运送到地面并携带 在材料和设备中包括垂直轴喷雾混凝土(b)到地下现场。 或者,垂直轴本身用作空气输送管道(10),并且通过使用从竖直轴(2a)延伸到地下廊(3)的空气输送管道(10),挖掘切屑(a)从 将地下画廊(3)运到地下,将地下画廊的材料和设备运到地下。 在运行中,空气运输管道(10)用于携带携带容器(11),废物(A)和缓冲材料(13)集成在一起并存储在地下,并将综合废物 物质(A)和缓冲材料(B)被定位并埋在处置孔(7)中。