会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 72. 发明公开
    • Method for constructing a tunnel
    • 韦尔法罕zur Herstellung eines隧道。
    • EP0253051A1
    • 1988-01-20
    • EP87101276.1
    • 1987-01-30
    • Yamamoto, MinoruSato Kogyo Kabushiki Kaisha
    • Yamamoto, MinoruKiritani, Yoshiharu
    • E21D9/08E21D11/10
    • E21D9/0873
    • The known method for constructing a tunnel of the type that a shield tunnelling machine is shoved by means of a concrete lining jack and a shield jack equipped to the shield tunnelling machine with reaction forces received by concrete for lining placed in a space delimited by an inner form assembled within a tunnel bore successive­ly digged by the shield tunnelling machine, a shield tail and an already placed concrete lining, as well as by the inner form, is improved in order to construct a tunnel main body as a reinforced concrete structure. The improve­ments exist in that a reinforcing steel cage (13) is mounted to a combined spreader and end form (8a) of the concrete lining jack (8) via, the placed concrete for lining is com­pressed while the reinforcing steel cage is moved, and thereby the reinforcing steel cage is disposed at a pre­determined position within the concrete for lining.
    • 用于构造盾构隧道机的隧道的已知方法是通过混凝土衬套千斤顶和屏蔽隧道掘进机被施加的盾构通孔机,其中混凝土接收的反作用力被置于由内部限定的空间中 在由隧道掘进机连续挖掘的隧道孔内组装的形式,盾构尾部和已经放置的混凝土衬砌以及内部形式的结构被改进,以便构造作为钢筋混凝土结构的隧道主体。 改进之处在于,将钢筋保持架(13)安装到混凝土衬套(8)的组合式撒布机和端部形式(8a)上,在钢筋笼移动的同时,将衬砌的混凝土压实, 由此将钢筋保持架设置在用于衬里的混凝土内的预定位置。
    • 73. 发明授权
    • CIRCULAR HEADING MACHINE
    • 圆头烫金机
    • EP0153935B1
    • 1988-01-07
    • EP84903078.8
    • 1984-08-17
    • ANDERSON STRATHCLYDE PLC
    • GILL, Arthur
    • E21D9/10E21D9/08E21D11/40
    • E21D11/403E21D9/0875E21D9/102
    • Circular heading machines for excavating tunnels by advancing a machine in step-wise fashion and erecting tunnel supports. The circular heading machine has an elongate machine body (10) at the forward end of which a forwardly directed cutter boom (11) is mounted, rams advance the machine body in step-wise fashion acting against grippers (23) and a profile ring (18, 18') limits peripheral movement of the cutter boom to form an accurate profile. A gathering apron (16) is provided at the forward extremity of the machine body. The cutter boom (10) is mounted on a sliding carriage (12) longitudinally movable on and independently of the machine body and a hood (17) overlies the apron. A cage structure (21) extends rearwardly from the hood structure and surrounds the boom cutter (11) and sliding carriage (12) and tunnel support erecting means (20) are provided externally of the cage structure, directly behind the hood structure. Thus the tunnel support structures are erected over the machine body rather than behind the machine, and also erection of the tunnel support structures takes place simultaneously with operation of the cutter. The hood (17) is a semi-circular member supported by hydraulic rams (17A) for height adjustment.
    • 79. 发明公开
    • TUNNELBAUSYSTEM
    • EP3133238A1
    • 2017-02-22
    • EP16163987.7
    • 2016-04-06
    • Zehmei AG
    • Zehnder, Anton
    • E21D9/00E21D9/08
    • Es ist ein System (T) zum grabenlosen Bau eines Tunnels mittels Einziehen von mehreren hintereinander liegenden Tunnelelementen (5) offenbart aufweisend ein Startportal (1) sowie ein Zielportal (2), die mit Spannstäben (3) verbunden sind, welche in Bohrungen angeordnet sind. Dabei verlaufen die Bohrungen durch das Erdreich (E) ausserhalb des Querschnittsbereichs der einzuziehenden Tunnelelemente (5). Mehrere Elektromotoren mit Gewindegetriebe (11) sind auf der Seite des Startportals (1) angeordnet und stehen über die Spannelemente (3) mit dem Zielportal (2) in Wirkverbindung. Mittels der Elektromotoren mit Gewindegetriebe (11) werden die Tunnelelemente (5) ins Erdreich (E) eingezogen. Das Zielportal (2) ist bei der Errichtung des Tunnels als Verankerung einsetzbar. Dadurch werden die Tunnelelemente (5) nicht eingepresst sondern eingezogen, wodurch u.a. Baulärm und Erschütterungen in reduziertem Masse auftreten. Eine Fräsmaschine (8), vorzugsweise Vollschnittfräsmaschine, ist in Wirkverbindung an dem ersten Tunnelelement (5) angeordnet. Sie weist mehrere übereinander Bohrfräswalzen (20) auf, die je aus mehreren Einzelwalzen bestehen und als Ganzes seitlich oszillierend bewegbar sind.
    • 它是一个隧道的严重松散结构,公开了一种系统(T)通过在多个连续的隧道元件(5)的绘制的装置包括一个主门户网站(1)和一目标入口(2),其与布置在孔张力杆(3)连接的 , 这些孔通过将回收的隧道元件(5)的横截面面积外部的接地(E)延伸。 用螺钉驱动器(11)的若干电动马达布置在所述开始入口(1)和突出于夹紧元件(3),以可操作地连接的目标入口(2)的一侧。 通过用螺钉驱动器(11)的电动马达的装置在隧道元件(5)进入地面(E)移动。 目标入口(2)所用的隧道作为锚的构造中使用。 因此,隧道元件(5)没有被按下,但缩回,由此I.A. 建筑噪音和降低的质量产生振动。 甲铣床(8),优选全切割铣床被布置在所述第一隧道元件可操作连接(5)。 它包括多个叠加Bohrfräswalzen(20)的每个包括多个单独的辊子和作为一个整体是横向振荡方式。
    • 80. 发明公开
    • MICROTUNNELLING SYSTEM AND APPARATUS
    • 微通道系统和设备
    • EP2035645A1
    • 2009-03-18
    • EP06760972.7
    • 2006-08-08
    • Harrofam Pty LtdRex Industrial Services Pty Ltd
    • SALINS, AndisHARRISON, Stuart
    • E21B7/08E21B7/04E21B7/20E21B7/30E21B10/00E21B12/00E21B21/12E21D9/08E21B7/28E21B17/18
    • E21B7/046E21B7/06E21B7/20E21B17/18E21B21/12
    • A microtunnelling apparatus and system that includes an external drive system having rotational and linear thrust drive means, a drill head section (20) having drill rotor (21) and drill rod (22) and connecting to intermediate drill rods (41) allowing extension of the boring hole created by the drill head section driven by the drive system. The drill head (20) includes a modular construction having a plurality of circular disc like elements, a bearing module M1, a steering module M2, a spacer module M3, and a mounting module M4, for axial alignment and abutment and mounting within a cylindrical steering shell M6. Directional steering of the drill head (20) includes a plurality of substantially radially extending channels in steering module M2, each with an hydraulically movable protuberance movable by control means to redirect the outer steering casing M6 and thereby redirect the drill head section mounted on the distal end of the drill rods.
    • 一种微隧道设备和系统,其包括具有旋转和线性推力驱动装置的外部驱动系统,具有钻孔转子(21)和钻杆(22)并连接到中间钻杆(41)的钻头部分(20) 由驱动系统驱动的钻头部分产生的钻孔。 钻头20包括具有多个圆盘状元件的模块结构,轴承模块M1,转向模块M2,间隔模块M3以及安装模块M4,用于轴向对齐并邻接并安装在圆柱形 转向外壳M6。 钻头(20)的定向转向包括转向模块M2中的多个基本上径向延伸的通道,每个通道具有可通过控制装置移动的液压可移动突起以重新引导外转向壳体M6并由此改变安装在远端的钻头部分 钻杆末端。