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    • 2. 发明授权
    • Tunnel lining composed of at least two concrete elements
    • US11834950B2
    • 2023-12-05
    • US17255766
    • 2019-06-24
    • HERRENKNECHT AG
    • Jorg Riechers
    • E21D11/38E21D11/08
    • E21D11/08E21D11/385
    • The invention relates to a tunnel lining composed of at least two concrete elements (10) each having at least one protective element (20) connected to the concrete element, wherein the protective element (20) has a protective portion which has a first side which faces the concrete element (10) and on which there is provided at least one connecting element (17) for producing a retaining connection between the protective portion and the concrete element (10), wherein the protective portion consists of at least one plastic, wherein the protective element (20) has at least one protective element seal (30) which is connected to the protective portion (20), wherein the connection to the protective portion (20) is gas-tight and liquid-tight, wherein a joint (40) is present between the at least two concrete elements (10) arranged to form the tunnel lining (300), wherein the joint (40) is sealed in a gas-tight and liquid-tight manner with respect to the tunnel interior (100) by at least one protective element seal (30) having a sealing action (first sealing action), and wherein the tunnel lining (300) is provided with drainage (C) into the tunnel interior (100).
    • 6. 发明授权
    • Semi-shield method and apparatus for the same
    • 半屏蔽方法和装置相同
    • US5846027A
    • 1998-12-08
    • US743627
    • 1996-11-04
    • Hiroaki Fujii
    • Hiroaki Fujii
    • E21D9/06E21D9/08E21D9/087E21D11/00E21D11/08E21D11/10F16L1/038
    • F16L1/038E21D11/08E21D11/105E21D9/0873
    • A semi-shield method is utilized to make it possible to advance pipes for an extremely long distance in the ground. In the method, a semi-shield machine and a plurality of advance pipes are pushed one after another into the ground, and sub-pipes are interposed between adjacent advance pipes. Each sub-pipe is formed with injection holes arranged in the circumferential direction. A tail void filling material is injected under pressure into a tail void provided around the outer circumference of the advance pipes through the injection holes so that the filling material is distributed uniformly over the entire circumference of the advance pipes. With this arrangement, it is possible to reduce the friction between the outer periphery of the advance pipes and the natural ground and thus to advance the advance pipes for an extremely long distance in the ground.
    • 使用半屏蔽方法可以使管道在地面上推进极长的距离。 在该方法中,半屏蔽机和多个前进管一个接一个地推入到地面中,并且副管插入相邻的前进管之间。 每个子管形成有沿圆周方向布置的喷射孔。 尾部空隙填充材料在压力下注入到通过注射孔设置在前进管的外周周围的尾部空隙中,使得填充材料均匀地分布在前进管的整个圆周上。 通过这种布置,可以减小提前管道的外周和自然地面之间的摩擦力,从而使提前管道在地面上延长极远的距离。
    • 8. 发明授权
    • Buried large cross-section conduit
    • 埋大截面导管
    • US4735234A
    • 1988-04-05
    • US838375
    • 1986-03-11
    • Marcel Matiere
    • Marcel Matiere
    • E02B9/06E02D29/045E02F5/10E03F3/04E21D11/08F16L1/028F16L1/038F16L9/22F16L1/02
    • F16L9/22E02D29/045E03F3/04E21D11/08
    • A buried conduit consisting, in transverse cross-section, of a lower component (2) and a covering upper component (1) which bears on the upper part of the side walls (22) of the lower component (2) by means of lengthwise bearing members (3). According to the invention, the upper component (1) forms an arched vault made so as to have sufficient flexibility to distort slightly under the effect of the forces to which it is subjected, and the lower component (2) is made so as to resist, without distortion, the forces transmitted by the ground and by the upper component (1), both components being fixed to each other along the lengthwise bearing members (3) and the latter consisting of socket joints, so as to permit the bearing parts of the distortable upper component to pivot without sliding relative to the undistortable lower component.
    • PCT No.PCT / FR85 / 00193 Sec。 371日期:1986年3月11日 102(e)1986年3月11日PCT PCT。1985年7月15日PCT公布。 出版物WO86 / 00683 日期:1986年1月30日。一种埋管,其横截面由下部部件(2)和覆盖上部部件(1)组成,其承载在下部部件的侧壁(22)的上部 (2)通过纵向轴承构件(3)。 根据本发明,上部构件(1)形成拱形拱顶,其具有足够的柔性以在其受到的力的作用下稍微变形,并且使下部构件(2)制成为抵抗 在没有变形的情况下,由地面和上部件(1)传递的力,两个部件沿着纵向轴承部件(3)彼此固定,而后者由插座接头组成,从而允许轴承部件 可变形的上部部件相对于不可失去的下部部件而不滑动地枢转。
    • 10. 发明授权
    • Casing voussoir and method for producing the voussoir
    • 套管voussoir和生产voussoir的方法
    • US4065932A
    • 1978-01-03
    • US749259
    • 1976-12-10
    • Jacques Francois Oger
    • Jacques Francois Oger
    • E21D11/08E21D5/11E01G5/02
    • E21D11/08E21D11/086
    • This casing voussoir is of the type comprising a metallic frame 1, 2, 3.sup.a, 3.sup.b, 9 and a mass 12 of concrete or other like material strong in compression and anchored to that frame, the assembly having the shape of a cylindrical ring sector, characterized in that the frame 1, 2, 3.sup.a, 3.sup.b, 9 comprises two plates 1, 2, arranged along radial faces of the voussoir and interconnected by bars 3.sup.a, 3.sup.b, constituted by distinct parts of these plates 1, 2 and fixed to these latter by means of a filler material 8. A particular applications can be found for this voussoir in the lining of tunnels or similar underground works.
    • 这种套管voussoir是包括金属框架1,2,3a,3b,9的混凝土或其他类似材料的块体12,该混凝土或其他类似材料被压缩并固定在该框架上,该组件具有圆柱形环形的形状, 其特征在于,所述框架1,2,3a,3b,9包括沿着所述Voussoir的径向面布置并且由所述板3a,3b互相连接的两个板1,2,所述杆3a,3b由这些板1,2的不同部分构成并固定到这些板 后者通过填充材料8.在隧道或类似的地下工程的衬里中可以找到这种voussoir的特定应用。