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公开(公告)号：US4854776A
公开(公告)日：1989-08-08
申请号：US218240
申请日：1988-07-12
CPC分类号： E21D9/0607
摘要： A process for lining a tunnel with concrete behind a tunnel excavator having a for front advanced along with an excavator head in which the concrete is forced between the surrounding subterranean geological structure and an inner tunnel-lining form through a form front which rides sealingly on the outer surface of the inner tunnel-lining form and on the inner surface of the shield. Simultaneously, the form front, which is longitudinally movable relative to the shield, moves forward relative to the inner tunnel-lining form. The form front is movable forward simultaneously balancing the friction forces occurring between the form front and the shield and the inner tunnel-lining form. Satisfactory results are obtained when the friction forces between concrete sections of a predetermined length are measured by moving the form front relative to the stationary shield and the inner tunnel-lining form during an interruption in concrete feed. An apparatus for carrying out the process includes a hydraulic spring device attached between the form front and the shield which is a part of a control loop having a control device connected to the concrete pump. The hydraulic cylinder device can comprise a plurality of double-cylinder piston-cylinder devices.
摘要翻译： 隧道挖掘机后方的隧道衬砌隧道挖掘机的过程，该隧道挖掘机具有前部与挖掘机头一起前进，其中混凝土被迫在周围的地下地质结构和内部隧道衬砌形式之间，通过形式正面，密封地在 内部隧道衬里形式的外表面和护罩的内表面上。 同时，相对于屏蔽件纵向移动的形状前端相对于内部隧道衬里形式向前移动。 形式前端可向前移动，同时平衡形成前部和护罩之间的摩擦力以及内部隧道衬里形式。 通过在混凝土进料中断期间通过相对于固定护罩和内部隧道衬里形式移动形式的前端来测量具有预定长度的混凝土部分之间的摩擦力，可以获得令人满意的结果。 用于执行该过程的装置包括附接在形成前部和屏蔽之间的液压弹簧装置，其是具有连接到混凝土泵的控制装置的控制回路的一部分。 液压缸装置可以包括多个双缸活塞缸装置。
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公开(公告)号：US4629362A
公开(公告)日：1986-12-16
申请号：US758704
申请日：1985-07-25
申请人： Norio Kainuma , Takashi Sakuraya , Akira Tanaka , Yoshio Yanagi
发明人： Norio Kainuma , Takashi Sakuraya , Akira Tanaka , Yoshio Yanagi
CPC分类号： E21D9/0607 , E21D11/40
摘要： A shield tunneling machine in which a segment holding member is movable through a lifting beam in the radial direction of a shield frame so that the segment holding member holds a segment and sets it at a predetermined position in the circumferential direction of a tunnel within the shield frame; and an end balancer is pivotably connected to a base or root balancer which in turn is slidably mounted on the lifting beam so that the segment held by the segment holding member is correctly set at a predetermined position while the posture of the segment is suitably adjusted, whereby the erection and assembly of segments can be easily accomplished.
摘要翻译： 一种盾构隧道掘进机，其中段保持构件沿着屏蔽框架的径向可移动通过提升梁，使得段保持构件保持段并将其设置在屏蔽件内的隧道的圆周方向上的预定位置 帧; 并且端部平衡器可枢转地连接到基部或根部平衡器，该基部或根部平衡器又可滑动地安装在提升梁上，使得由段保持构件保持的段正确地设置在预定位置，同时适当地调节段的姿势， 从而可以容易地实现段的架设和组装。
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公开(公告)号：US3919851A
公开(公告)日：1975-11-18
申请号：US47988174
申请日：1974-06-17
发明人： PLOURDE MAURICE J
CPC分类号： E21D9/0607
摘要： A tunnel excavating and lining apparatus comprises a plurality of hollow cylindrical shields arranged in end-to-end coaxial relationship with a cutting and steering shield in a forwardmost position, an intermediate shield, and a power shield in a rearwardmost position. Six 100 ton power jacks are disposed in equal circumaxially spaced relationship within the power shield with rear end portions engaging a slidable cylindrical push ring. The push ring is disposed in the power shield between the jacks and a forwardmost cylindrical tunnel liner element. Tunnel liner elements are sectional and arranged in coaxial end-to-end relationship with external diameters slightly less than the internal diameter of the power shield. Thus, the forwardmost liner element can be constructed within the power shield and when the push ring engages the same the power shield can thus be advanced by simultaneous operation of the power jacks.
摘要翻译： 隧道挖掘和衬砌装置包括多个中空圆柱形屏蔽件，其以与最前面位置的切割和转向屏蔽件，中间屏蔽件和最后位置的电源屏蔽端对端同轴关系布置。 六个100吨的动力千斤顶在功率屏蔽内具有相等的外围间隔的关系，后端部分接合可滑动的圆柱形推环。 推环设置在千斤顶之间的功率屏蔽和最前面的圆柱形隧道衬垫元件之间。 隧道衬垫元件是以同轴的端对端关系进行分段布置，其外径略小于功率屏蔽的内径。 因此，最前面的衬垫元件可以构造在功率屏蔽内，并且当推环接合时，功率屏蔽可以通过电源插座的同时操作来提前。
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公开(公告)号：US1839888A
公开(公告)日：1932-01-05
申请号：US47434730
申请日：1930-08-11
申请人： O'ROURKE JOHN F
发明人： O'ROURKE JOHN F
IPC分类号： E21D9/06
CPC分类号： E21D9/0607
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公开(公告)号：US4222681A
公开(公告)日：1980-09-16
申请号：US949740
申请日：1978-10-10
申请人： Vladimir A. Khodosh , Valentin A. Ivanov , Anatoly S. Lugovtsov , Vladimir A. Alikhashkin , Arkady I. Mozhaev , Sergei N. Vlasov , Alexei K. Kartsev , Iosif D. Y. Fishman , Ivan N. Grigoriev
发明人： Vladimir A. Khodosh , Valentin A. Ivanov , Anatoly S. Lugovtsov , Vladimir A. Alikhashkin , Arkady I. Mozhaev , Sergei N. Vlasov , Alexei K. Kartsev , Iosif D. Y. Fishman , Ivan N. Grigoriev
CPC分类号： E21D9/0607
摘要： The proposed shield comprises in its frame a drive for advancing the shield along a path, a device for absorbing the thrust force from the drive and transmitting it to concrete in the process of its being pressed, a forming unit for forming the inner surface of a concrete lining, which, according to the invention, includes a former mounted coaxially in the shield frame and adapted to move by a drive along the shield longitudinal axis, and a supporting structure installed rearwardly of the former and adapted to move along the longitudinal axis of the concrete lining. The present invention will be most advantageously used in sand or unstable soil, where it makes possible to drive a tunnel practically without setting the earth surface and to preserve overground buildings situated close to the tunnel construction area. The present invention prevents the concrete lining from cracking in the process of its being formed.
摘要翻译： 所提出的屏蔽件在其框架中包括用于沿着路径前进屏蔽的驱动器，用于吸收来自驱动器的推力并在其被按压的过程中将其传递到混凝土的装置，用于形成所述屏蔽件的内表面的成形单元 根据本发明的混凝土衬砌包括前同轴安装在屏蔽框架中并适于沿着屏蔽纵向轴线由驱动器移动的前体，以及安装在前者后面的适于沿着纵向轴线移动的支撑结构 混凝土衬里。 本发明将最有利地用于沙子或不稳定的土壤中，其中可以实际地驱动隧道而不设置地表，并且保留靠近隧道结构区域的地面建筑物。 本发明在其形成过程中防止混凝土衬里开裂。
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公开(公告)号：US3889480A
公开(公告)日：1975-06-17
申请号：US46594274
申请日：1974-05-01
CPC分类号： E21D9/0607
摘要： A plant for use in tunnel constructions and having a drive shield with a cutting head for driving into a working face to advance the tunnel. A plurality of rams which act upon an abutment member are used to drive the shield forwards. The abutment member transmits the forces from the rams to a mass of fluid concrete introduced under pressure and supported on support means such as a tubular shell or series of rings spaced inwardly from the tunnel wall. The concrete when hardened forms a continuous lining for the tunnel wall. Water is removed from the fluid concrete with the aid of filters provided on the abutment member of the support means.
摘要翻译： 一种用于隧道结构的工厂，并具有带切割头的驱动罩，用于驱动工作面以推进隧道。 作用于邻接构件的多个柱塞用于向前驱动屏蔽件。 抵靠构件将来自柱塞的力传递到在压力下引入的大量流体混凝土，并被支撑在支撑装置上，诸如与隧道壁向内间隔开的管状外壳或一系列环。 硬化时的混凝土形成隧道壁的连续衬里。 借助于设置在支撑装置的抵接构件上的过滤器，从流体混凝土中除去水。
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公开(公告)号：US2197374A
公开(公告)日：1940-04-16
申请号：US25483839
申请日：1939-02-06
申请人： ANDERS BULL
发明人： ANDERS BULL
IPC分类号： E21D9/06
CPC分类号： E21D9/0607
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公开(公告)号：US5324139A
公开(公告)日：1994-06-28
申请号：US19246
申请日：1993-02-18
申请人： Harald Wagner , Alfred Schulter , Helmut Pfeil , Otto Schubert
发明人： Harald Wagner , Alfred Schulter , Helmut Pfeil , Otto Schubert
CPC分类号： E21D9/0607 , E21D9/0609
摘要： A new combination of means and method steps is used in a method of constructing long tunnels with a lining, wherein excavation is effected with a tunnel boring machine (1) with a yielding shield mantle (4), building is effected continuously under the protection of the shield tail in a modular construction with tubbing stones of a special form complementing each other to form tubbing rings (15) while, until a new equilibrium of the rock formation is reached, occurring deformation forces are absorbed by the shield tail (4) and the tubbing rings which are yieldingly constructed to a limited degree, an outer seal of the tubes is provided and the gap between the excavation (2) and the tunnel tubes is filled with a material (22) which may be yielding to a limited extent to absorb long-time deformation forces. A tunnel construction made by the method, special forms of tubbing stones and new embodiments of drive means for the tunnel are disclosed.
摘要翻译： 一种新的组合方法和方法步骤用于构建具有衬里的长隧道的方法，其中采用具有屈服盾构地幔（4）的隧道掘进机（1）进行挖掘，建筑物在 屏蔽尾巴采用模块化结构，具有互相补充的特殊形式的石块，以形成桶形环（15），同时在达到岩层的新平衡之前，发生的变形力被盾尾（4）吸收，并且 提供了在有限程度上有力地构造的管形环，管的外部密封件，并且挖掘（2）和隧道管之间的间隙填充有材料（22），材料可能在有限的程度上屈服于 吸收长时间的变形力。 公开了通过该方法制造的隧道结构，特殊形式的滚石和用于隧道的驱动装置的新实施例。
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