Tunnel segment cross gasket
    1.
    发明授权
    Tunnel segment cross gasket 有权
    隧道段十字垫片

    公开(公告)号:US09556734B2

    公开(公告)日:2017-01-31

    申请号:US14592485

    申请日:2015-01-08

    申请人: Dennis Carr

    发明人: Dennis Carr

    IPC分类号: E21D11/38 E21D11/05

    摘要: A tunnel segment radial cross gasket includes a base side or face and a top side or face. A plurality of longitudinally extending spaced parallel grooves are disposed on the base side. One or more longitudinally oriented bores, which are spaced from each other, extend through the gasket. The top face of the gasket includes first and second sections, with the second section being tapered or angled in relation to the first section.

    摘要翻译: 隧道段径向十字垫片包括基部侧面或表面以及顶侧或面。 多个纵向延伸的间隔开的平行凹槽设置在基座侧。 一个或多个彼此间隔开的纵向定向的孔延伸穿过垫圈。 垫圈的顶面包括第一和第二部分,第二部分相对于第一部分是锥形的或成角度的。

    Tunnel construction and tunnel tubbing
    2.
    发明授权
    Tunnel construction and tunnel tubbing 失效
    隧道施工和隧道掘进

    公开(公告)号:US4075855A

    公开(公告)日:1978-02-28

    申请号:US695938

    申请日:1976-06-14

    IPC分类号: E21D11/05 E21D11/08

    CPC分类号: E21D11/05 E21D11/083

    摘要: A tunnel construction made of tubbings forming a lining or casing for a tunnel includes a plurality of contact points between adjacent tubbings. These contact points comprise adhesive material acting to connect adjacent tubbings to each other at predetermined points. The contact points are distributed around the circumference of the tubbing rings at predetermined locations which depend on the type of the tubbing used and also on the points of pressure application by the driving shield of a tunneling or heading machine. The present tubbings have recesses in their surface facing into the tunnel whereby the recesses have a substantially trapezoidal shape to form three ribs extending substantially in the direction of the longitudinal tunnel axes.

    摘要翻译: 由隧道构成的隧道构造用于隧道的衬套或套管包括相邻管道之间的多个接触点。 这些接触点包括粘合剂材料,用于将预定点处的相邻管道彼此连接起来。 接触点在预定的位置周围分布在滚筒周围,这取决于使用的滚筒的类型以及通过隧道掘进机的驱动屏蔽的压力点。 现在的管道在其表面中具有面向通道的凹槽,由此凹部具有基本上梯形的形状,以形成基本上沿着纵向隧道轴线的方向延伸的三个肋。

    Tubbing lining having an integrated flexible element
    3.
    发明授权
    Tubbing lining having an integrated flexible element 有权
    具有集成的柔性元件的管衬

    公开(公告)号:US08979434B2

    公开(公告)日:2015-03-17

    申请号:US13513062

    申请日:2010-12-01

    申请人: Rudi Podjadtke

    发明人: Rudi Podjadtke

    IPC分类号: E21D11/00 E21D11/05 E21D11/08

    CPC分类号: E21D11/05 E21D11/08

    摘要: A tubbing lining for a tunnel or shaft is formed from tubbing rings having annular end surfaces, with successively tubbing rings are aligned with each other at annular end surfaces forming an annular joint. Each tubbing ring is composed of successive circumferentially arranged tubbing segments which are butt-joined. A deformable flexible element having an outer cross-sectional contour is arranged in at least one butt joint, with the cross-sectional contour parallel to the butt joint matching outer contours of the end faces such that the flexible element completely covers at least one abutting end face. The tubbing segments in conjunction with the flexible element form a prefabricated element formed of a steel reinforcing framework encased in concrete to which the flexible element is connected in a force-locked manner.

    摘要翻译: 用于隧道或轴的桶衬由具有环形端表面的桶形环形成,其中连续的槽环在形成环形接头的环形端面处彼此对准。 每个滚筒由连续的圆周排列的滚筒段组成。 具有外截面轮廓的可变形的柔性元件设置在至少一个对接接头中,其横截面轮廓平行于对接接头匹配端面的外轮廓,使得柔性元件完全覆盖至少一个邻接端 面对。 与柔性元件结合的滚筒段形成预制构件,该预制构件由装在混凝土中的钢筋框架形成,柔性元件以强制锁定的方式连接到混凝土中。

    Method and device for stabilizing a cavity excavated in underground construction
    4.
    发明申请
    Method and device for stabilizing a cavity excavated in underground construction 有权
    用于稳定地下施工中挖掘的洞的方法和装置

    公开(公告)号:US20050191138A1

    公开(公告)日:2005-09-01

    申请号:US11052221

    申请日:2005-02-08

    申请人: Kalman Kovari

    发明人: Kalman Kovari

    摘要: A compression body (7) is inserted into the contraction joint (6) between two tunnel lining elements (2, 3), which body deforms in response to a compressive load caused by the tunnel lining elements' (2, 3) moving towards each other. The compression body (7) is composed of a material containing voids, and has a compressive strength of at least 1 MPa and a void fraction of between 10% and 90% of its total volume. The compression body (7) may be composed, for example, of steel foam, or of a mixture which contains cement and blown-glass particles or plastic particles. When a predetermined compressive load is exceeded, the voids within the compression body (7) collapse in a stepwise manner, or are compressed in a stepwise manner.

    摘要翻译: 压缩体(7)被插入在两个隧道衬里元件(2,3)之间的收缩接头(6)中,所述收缩接头(6)响应于由隧道衬里元件(2,3)向每一个移动而引起的压缩载荷而变形 其他。 压缩体(7)由含有空隙的材料构成,其压缩强度为1MPa以上,空隙率为总体积的10%〜90%。 压缩体(7)可以由例如钢泡沫或含有水泥和吹制玻璃颗粒或塑料颗粒的混合物构成。 当超过预定的压缩载荷时,压缩体(7)内的空隙以逐步的方式折叠,或者以逐步的方式被压缩。

    TUBBING LINING HAVING AN INTEGRATED FLEXIBLE ELEMENT
    6.
    发明申请
    TUBBING LINING HAVING AN INTEGRATED FLEXIBLE ELEMENT 有权
    具有集成柔性元件的管内衬

    公开(公告)号:US20120237300A1

    公开(公告)日:2012-09-20

    申请号:US13513062

    申请日:2010-12-01

    申请人: Rudi Podjadtke

    发明人: Rudi Podjadtke

    IPC分类号: E21D11/38

    CPC分类号: E21D11/05 E21D11/08

    摘要: A tubbing lining for a tunnel or shaft is formed from tubbing rings having annular end surfaces, with successively tubbing rings are aligned with each other at annular end surfaces forming an annular joint. Each tubbing ring is composed of successive circumferentially arranged tubbing segments which are butt-joined. A deformable flexible element having an outer cross-sectional contour is arranged in at least one butt joint, with the cross-sectional contour parallel to the butt joint matching outer contours of the end faces such that the flexible element completely covers at least one abutting end face. The tubbing segments in conjunction with the flexible element form a prefabricated element formed of a steel reinforcing framework encased in concrete to which the flexible element is connected in a force-locked manner.

    摘要翻译: 用于隧道或轴的桶衬由具有环形端表面的桶形环形成,其中连续的槽环在形成环形接头的环形端面处彼此对准。 每个滚筒由连续的圆周排列的滚筒段组成。 具有外截面轮廓的可变形的柔性元件设置在至少一个对接接头中,其横截面轮廓平行于对接接头匹配端面的外轮廓,使得柔性元件完全覆盖至少一个邻接端 面对。 与柔性元件结合的滚筒段形成预制构件,该预制构件由装在混凝土中的钢筋框架形成,柔性元件以强制锁定的方式连接到混凝土中。

    Telescoping lining and support structure and method for lining tunnels and shafts
    7.
    发明授权
    Telescoping lining and support structure and method for lining tunnels and shafts 失效
    隧道内衬和支架的牵引支撑结构及方法

    公开(公告)号:US3768267A

    公开(公告)日:1973-10-30

    申请号:US3768267D

    申请日:1971-10-13

    发明人: CHLUMECKY N

    IPC分类号: E21D11/05 E21D11/40 E21D11/08

    CPC分类号: E21D11/40 E21D11/05

    摘要: A novel telescoping lining and support structure and method for lining tunnels and shafts is provided in which a plurality of first chordal segments are drawn into a tunnel or shaft hole in a reduced diameter state of compression, expanded diametrically one after another in place in said tunnel or shaft and keyed in the expanded state by a second smaller chordal segment which completes an annular ring segment with the first chordal segment in place.

    摘要翻译: 提供了一种用于衬套隧道和轴的新颖的伸缩衬里和支撑结构和方法,其中多个第一弦节段以缩径的压缩状态被拉入隧道或轴孔,在所述隧道中一个接一个地直接地扩展 或轴,并且通过第二较小的弦节键处于膨胀状态,该第二较小的弦节段完成具有第一弦节段的环形环段。

    Method and device for stabilizing a cavity excavated in underground construction
    9.
    发明授权
    Method and device for stabilizing a cavity excavated in underground construction 有权
    用于稳定地下施工中挖掘的洞的方法和装置

    公开(公告)号:US07404694B2

    公开(公告)日:2008-07-29

    申请号:US11052221

    申请日:2005-02-08

    申请人: Kalman Kovári

    发明人: Kalman Kovári

    IPC分类号: E21D11/05

    摘要: A compression body is inserted into the contraction joint between two tunnel lining elements, which body deforms in response to a compressive load caused by the tunnel lining elements moving towards each other. The compression body is composed of a material containing voids, and has a compressive strength of at least 1 MPa and a void fraction of between 10% and 90% of its total volume. The compression body may be composed, for example, of steel foam, or of a mixture which contains cement and blown-glass particles or plastic particles.When a predetermined compressive load is exceeded, the voids within the compression body collapse in a stepwise manner, or are compressed in a stepwise manner.

    摘要翻译: 压缩体被插入到两个隧道衬里元件之间的收缩接头中,这两个隧道衬里元件响应于隧道衬里元件相互移动引起的压缩载荷而变形。 压缩体由含有空隙的材料构成,其压缩强度为1MPa以上,空隙率为总体积的10%〜90%。 压缩体可以由例如钢泡沫或含有水泥和吹制玻璃颗粒或塑料颗粒的混合物构成。 当超过预定的压缩载荷时,压缩体内的空隙以逐步的方式折叠,或者以逐步的方式被压缩。

    Tunnelling
    10.
    发明授权
    Tunnelling 失效
    隧道

    公开(公告)号:US3861154A

    公开(公告)日:1975-01-21

    申请号:US21695772

    申请日:1972-01-11

    申请人: CELMAC AG

    IPC分类号: E21D11/05 E21D11/08 E21D11/38

    摘要: A lining for a tunnel, shaft or the like comprising a series of rings joined in end-to-end relation wherein each ring comprises a plurality of segmental blocks connected together in side-by-side relation by at least one resiliently deformable fishplate which is secured to the blocks and wherein each ring is connected to an adjacent ring by bolts, each bolt passing through at least a portion of one block of each of two adjacent rings and serving to compress the or each fishplate located between said rings. Each block is made from a shell made of substantially water-proof, chemically inert material and comprising a base having a pair of side walls and a pair of end walls defining a mold cavity for receiving structural material, each side wall having an inwardly directed recess extending substantially the length of the side wall and each end wall having a groove adapted to receive part of a fishplate to secure the shell to another shell in side-by-side relation.

    摘要翻译: 用于隧道,轴等的衬里包括以端对端关系连接的一系列环,其中每个环包括由至少一个可弹性变形的鱼板并排连接在一起的多个节段块, 固定到块上,并且其中每个环通过螺栓连接到相邻的环,每个螺栓穿过两个相邻环中的每一个的一个块的至少一部分,并且用于压缩位于所述环之间的每个鱼板。 每个块由由基本上防水的化学惰性材料制成的壳制成,并且包括具有一对侧壁和限定用于接收结构材料的模腔的一对端壁的基座,每个侧壁具有向内指向的凹部 基本上延伸的侧壁的长度延伸,并且每个端壁具有适于容纳鱼板的一部分的凹槽,以将壳体并排固定到另一个壳体。