公开(公告)号：US06533500B1

公开(公告)日：2003-03-18

申请号：US09869217

申请日：2001-10-04

申请人： Tom Jacobsen ,  Lars Jenssen

发明人： Tom Jacobsen ,  Lars Jenssen

IPC分类号： E21D1100

CPC分类号： E21D11/00 ,  E02B9/06 ,  Y02E10/22 ,  Y10T137/2224

摘要： A method for reducing frictional loss in unlined tunnels or other tunnels with a rough wall surface and/or irregular cross section. A flexible or rigid pipe with a cross section similar to or somewhat less than the largest circular open cross section of the tunnel is introduced into the tunnel and attached continuously or at certain points to parts of the tunnel wall. Apparatus for ensuring that a superpressure occurs within the pipe relative to its outside during flow are also introduced.

摘要翻译： 一种用于减少具有粗糙壁面和/或不规则横截面的无衬里隧道或其他隧道中的摩擦损失的方法。 具有类似于或略小于隧道的最大圆形开放横截面的横截面的柔性或刚性管道被引入隧道中并且连续地或在特定点处附接到隧道壁的部分。 还介绍了用于确保在流动期间在管道内相对于其外部发生超压的装置。

公开(公告)号：US06520718B1

公开(公告)日：2003-02-18

申请号：US09763993

申请日：2001-02-27

申请人： Shigeki Nagatomo ,  Hideo Fujimoto ,  Shigehito Kaji ,  Hideki Takeuchi ,  Yoshio Mitarashi ,  Sohki Ohtsu ,  Tsuguo Takebayashi ,  Masakazu Ochiai ,  Takefumi Yamamoto ,  Yoshitomo Kinoshita

发明人： Shigeki Nagatomo ,  Hideo Fujimoto ,  Shigehito Kaji ,  Hideki Takeuchi ,  Yoshio Mitarashi ,  Sohki Ohtsu ,  Tsuguo Takebayashi ,  Masakazu Ochiai ,  Takefumi Yamamoto ,  Yoshitomo Kinoshita

IPC分类号： E21D1100

CPC分类号： E21D11/00 ,  E21D9/00 ,  E21D9/04 ,  E21D11/10 ,  E21D11/105

摘要： This invention relates to a method for boring a large-section tunnel safely and quickly by reinforcing and improving in advance the ground over the full length of the tunnel section, which includes; boring a top drift (2) through the full length of the tunnel (1) section, drilling curved holes inclined in forward or backward directions at an angle of about 45 degrees at preset intervals from the top drift (2) along the peripheral edges of the sections of the tunnel (1) by using ordinary small bore rock drills and curved steel pipes (3), pulling off the steel pipes (3) after inserting injection pipes into the drilled holes, injecting grout into the ground surrounding the tunnel through the injection pipes to develop artificial ground arches (4), excavating the tunnel (1), advancing suspension forms (6) and placing concrete for secondary lining.

摘要翻译： 本发明涉及一种通过在隧道的整个长度上预先加固和改善地面，安全，快速地镗孔大面积隧道的方法，其中包括： 将顶部漂移（2）穿过隧道（1）部分的整个长度，从顶部漂移（2）沿着沿着周向边缘的周边边缘以预定间隔以大约45度的角度沿前后方向倾斜弯曲的孔， 通过使用普通的小孔钻石和弯曲钢管（3），隧道（1）的部分，在将注入管插入钻孔后拔下钢管（3），通过隧道将灌浆注入隧道周围的地面 注入管道开发人造地面拱门（4），挖掘隧道（1），前进悬挂形式（6）和混凝土二次衬里。

公开(公告)号：US06616377B1

公开(公告)日：2003-09-09

申请号：US10097384

申请日：2002-03-15

申请人： Christopher R. Smith ,  Peter F. Robertshaw

发明人： Christopher R. Smith ,  Peter F. Robertshaw

IPC分类号： E21D1100

CPC分类号： F16B13/126 ,  E21D11/083 ,  F16B5/0024 ,  Y10T137/9029

摘要： A coupler device for joining together two segments of a tunnel or shaft lining ring, the device being characterised by a double ended male dowel having an externally grooved cylindrical portion adjacent to both ends. This dowel engages in recesses cast into the segment. A reverse tapered sleeve is cast in the recesses retaining an expandable collar formed of a plurality of arcuate segments, these arctuate segments having complimentary grooves on their inner surface to mate with the grooves on the dowel and a tapered external circumferential portion to abut the reverse tapered sleeve. As the dowel is inserted the arcuate segments, being retained elastically within the reverse tapered sleeve, lock the male part of the device into the recess preventing the device from pulling out.

摘要翻译： 一种用于将隧道或轴衬环的两个部分连接在一起的联接器装置，该装置的特征在于具有与两端相邻的外槽圆柱形部分的双端阳销。 这个定位销嵌入到段落中。 反向锥形套筒铸造在保持由多个弧形段形成的可膨胀套环的凹槽中，这些拱形段在其内表面上具有互补的凹槽，以与定位销上的凹槽相配合，并且具有渐缩的外圆周部分以抵靠倒锥形 袖。 当销钉被插入时，弓形部分被弹性地保持在倒锥形套筒内，将装置的阳部件锁定到凹槽中，防止装置拉出。

公开(公告)号：US06227764B1

公开(公告)日：2001-05-08

申请号：US09243284

申请日：1999-02-02

申请人： Gerhard Einhaus ,  Herbert Schreiner

发明人： Gerhard Einhaus ,  Herbert Schreiner

IPC分类号： E21D1100

CPC分类号： F16L55/179 ,  F16L55/265

摘要： Apparatus for introducing a lining hose containing curable resin from a main pipeline, e.g. a sewer mains, into a lateral connection, e.g. a service pipe for a property, includes a shield having an arcuate configuration and complementing an inner contour of the main pipeline in an area of an inlet port of the lateral connection. The shield has an outlet opening destined for alignment with the inlet port of the lateral connection and is defined by a cross section which corresponds to a cross section of the inlet port of the lateral connection. A pipe having one end extends from the outlet opening inwardly into the main pipeline, and a conduit is connected to the other end of the pipe and provided for conducting a pressure fluid for everting a lining hose and an associated calibration hose in the lateral connection, with the calibration hose being secured adjacent the outlet opening of the shield.

摘要翻译： 用于从主流水线引入含有可固化树脂的衬里软管的装置， 下水道干线，横向连接，例如 用于属性的服务管道包括具有弓形构造并且在横向连接的入口的区域中与主管道的内轮廓互补的护罩。 屏蔽件具有出口开口，其目的地是与侧向连接件的入口对准，并且由与侧向连接的入口的横截面对应的横截面限定。 具有一端的管道从出口开口向内延伸到主管道中，并且管道连接到管道的另一端，用于在横向连接中用于传导压力流体用于覆盖衬套软管和相关联的校准软管， 其中校准软管邻近屏蔽的出口开口固定。

公开(公告)号：US06592296B2

公开(公告)日：2003-07-15

申请号：US09980156

申请日：2001-11-28

申请人： Holger Gutschmidt ,  Heiko Höft ,  Dieter Kassel

发明人： Holger Gutschmidt ,  Heiko Höft ,  Dieter Kassel

IPC分类号： E21D1100

CPC分类号： E21D11/385

摘要： A sealing assembly comprising two abutting components and a sealing profile produced from an elastomeric material, which bridges the gap between the two components to form a seal. The components are configured in particular as sections which are assembled into a tubular tunnel thus forming transverse and longitudinal joints. There is also a sealing profile being located in turn in each recess, thus forming a cornered sealing framework. There is also a lubricant for the contact surfaces between each component and the sealing profile, in particular for the contact surfaces between two sealing profiles. The sealing assembly has at least one sealing profile that has at least two protrusions in the vicinity of the contact surfaces. The protrusions form a sealed chamber, in which the lubricant is contained.

摘要翻译： 密封组件包括两个邻接部件和由弹性体材料制成的密封轮廓，该密封轮廓桥接两个部件之间的间隙以形成密封。 这些部件特别地被构造成组装成管状隧道的部分，从而形成横向和纵向关节。 还有一个密封轮廓依次位于每个凹槽中，从而形成角形密封框架。 还有一种用于每个部件和密封型材之间的接触表面的润滑剂，特别是两个密封型材之间的接触表面。 密封组件具有至少一个在接触表面附近具有至少两个凸起的密封轮廓。 突起形成密封室，其中容纳润滑剂。

公开(公告)号：US06402427B1

公开(公告)日：2002-06-11

申请号：US09731699

申请日：2000-12-08

申请人： Peter James

发明人： Peter James

IPC分类号： E21D1100

CPC分类号： E01D22/00 ,  E04G23/0233

摘要： The lining (1) of a tunnel is reinforced without reducing the tunnel bore. Grooves (6, 9) are cut into the tunnel lining (1) following the maximum curvature or skew to that, sometimes with one set of grooves crossing another set of different depth. Each groove (6, 9) is of generally T section and one or more rods (11) encased in a fabric sleeve (12) are inserted through the narrow mouth (6) of each groove (the stem of the T) to be within the enlarged part (9) ( the cross-bar of the T). Grout (13) injected into the sleeve expands it against the groove, and some seeps through to bond to the lining (1). Further anchoring may be achieved by drilling through the lining at the ends of the grooves into surrounding rock (15) to receive expansion bolts which are secured to the ends of the rods (11) or further grouted reinforced sleeves (17) which may be extensions of the main sleeves.

摘要翻译： 隧道内衬（1）加强而不减少隧道孔。 沟槽（6,9）被切割成沿着最大曲率或偏斜的隧道衬里（1），有时具有穿过另一组不同深度的一组沟槽。 每个槽（6,9）通常为T形部分，并且包裹在织物套筒（12）中的一个或多个杆（11）穿过每个槽（T的杆）的窄口（6）插入 扩大部分（9）（T的横杆）。 注射到套筒中的灌浆（13）将其压靠在凹槽上，并且一些渗透以粘合到衬里（1）上。 可以通过在槽的端部穿过衬里钻进周围的岩石（15）中以接收固定到杆（11）的端部的膨胀螺栓或进一步灌浆的加强套筒（17）来实现进一步锚定，所述套筒可以是延伸部 的主袖。

公开(公告)号：US06220787B1

公开(公告)日：2001-04-24

申请号：US09154107

申请日：1998-09-16

申请人： Akio Tanabe ,  John Randolph Paulling

发明人： Akio Tanabe ,  John Randolph Paulling

IPC分类号： E21D1100

CPC分类号： B63B35/44 ,  B63B2035/4426 ,  B63B2035/448 ,  E21B33/035 ,  E21B43/01

摘要： A ship type floating oil production system for access to subsea wells through installation of surface wellheads on a ship type surface vessel on the sea comprises a cylindrical turret moored to a seabed is located within a moon pool formed in the ship type surface vessel such that the ship type surface vessel is freely rotatable about the cylindrical turret. A plurality of riser pipes have a rigid structure and extend downward to subsea wells through the cylindrical turret, and each riser pipe is provided at its top portion with a surface wellhead including valves of the riser pipe. Accordingly, workover operations can be facilitated as needed by running workover tools through the surface wellhead of the corresponding riser pipe through use of a work-over-rig installed on the ship type surface vessel.

摘要翻译： 一种用于通过在海上的船型表面船上安装表面井口进入海底井的船型浮油生产系统包括：系泊在海底的圆柱形塔架位于船型表面船形成的月球池内，使得 船型表面容器可绕圆柱形转台自由旋转。 多个提升管具有刚性结构并且通过圆柱形转台向下延伸到海底井，并且每个提升管在其顶部设置有包括提升管的阀的表面井口。 因此，通过使用安装在船型表面船上的上料机，通过运行修井工具通过相应提升管的表面井口，可以促进修井作业。

公开(公告)号：US06663319B1

公开(公告)日：2003-12-16

申请号：US10153750

申请日：2002-05-24

申请人： George Bradley Barker

发明人： George Bradley Barker

IPC分类号： E21D1100

CPC分类号： F16L55/162

摘要： A sewer lining system comprising several components in combination. There is a plurality of longitudinal liner supports and a plurality of arcuate inner supports with each support having a plurality of threaded bolt holes running there through. There is a plurality of arcuate support locks, with a plurality of bolt holes there through. Bolts couple the arcuate inner supports to the arcuate support locks. Spacer pin subassemblies comprise a spacer pin and a pin locking collar and a plurality of locking bolts. Pipe spacers have a flange end and a pipe end. A sewer liner fabricated of a flexible degradation resistant material is formed into a tube configuration.

摘要翻译： 一种下水道衬里系统，其组合包括多个部件。 存在多个纵向衬垫支撑件和多个弓形内部支撑件，每个支撑件具有在其上延伸的多个螺栓孔。 存在多个弓形支撑锁，其中穿过多个螺栓孔。 螺栓将弓形内支撑件联接到弓形支撑锁。 间隔销组件包括间隔销和销锁定环以及多个锁定螺栓。 管道隔板具有法兰端和管端。 由柔性抗降解材料制成的下水道衬里形成为管构型。

公开(公告)号：US06468000B2

公开(公告)日：2002-10-22

申请号：US09493283

申请日：2000-01-28

申请人： Michael P. McNally ,  Christopher McNally

发明人： Michael P. McNally ,  Christopher McNally

IPC分类号： E21D1100

CPC分类号： E21D11/155 ,  E21D9/0692 ,  E21D9/0873 ,  E21D9/093

摘要： A primary support for a tunnel roof comprising elongated lagging members which are “extruded” from tubes forming a shield for a tunnel boring machine. The lagging is inserted into the tubes at different times so as to avoid having the ends of adjacent lagging members coincide. As the tunneling machine progresses in the direction of boring, the lagging members emerge from the shield tubes to form a primary tunnel roof lining. Ring beams or arc beams may be installed as required by rock bolts or other fastening devices.

摘要翻译： 隧道屋顶的主要支撑物，包括从形成用于隧道掘进机的屏蔽件的管道“挤出”的细长滞后构件。 滞后在不同时间被插入到管中，以避免相邻滞后构件的端部重合。 随着隧道掘进机朝镗孔方向前进，滞后构件从盾构管出现，形成主隧道屋顶衬砌。 环梁或弧梁可以根据需要安装岩石螺栓或其他紧固装置。

公开(公告)号：US06302621B1

公开(公告)日：2001-10-16

申请号：US09147624

申请日：1999-02-03

申请人： Kiyoshi Miya ,  Yoshihiro Tanaka

发明人： Kiyoshi Miya ,  Yoshihiro Tanaka

IPC分类号： E21D1100

CPC分类号： E02B11/005 ,  E21D9/00 ,  E21D11/00 ,  E21D11/08

摘要： A segment 20 has segment units 22 obtained by dividing a cylindrical body having an appointed length into four sections along the circumferential direction. The segment units 22 are provided with a segment body 22a, a porous concrete layer 22b, water intake pores 22c, and clogging members 22d. The segment body 20a is constructed of a cast iron plate or steel plate and has an inwardly recessed portion on its outer circumferential surface. The concrete layer 22b is a porous material having water permeability, and is filled and solidified in the inwardly recessed portion 201a. The water intake pores 22c are formed on the flat bottom of two recessed portions 201a so as to penetrate the bottom, and are provided in a plurality along the circumferential direction with an appointed interval. The clogging members 22d are detachably screwed to the water intake pores 22c, wherein they clog the respective water intake pores 22c, and if the clogging members are removed, the water intake pores 22c are made open to the outside.

摘要翻译： 节段20具有通过将具有指定长度的圆柱体沿圆周方向分成四个部分而获得的段单元22。 节段单元22设置有段体22a，多孔混凝土层22b，进水孔22c和堵塞构件22d。 节段体20a由铸铁板或钢板构成，在其外周面具有向内凹部。 混凝土层22b是具有透水性的多孔材料，并且在向内凹部201a中填充和固化。 进水孔22c形成在两个凹部201a的平坦底部上以穿透底部，并且沿着圆周方向以规定间隔设置多个。 堵塞构件22d可拆卸地拧入吸水孔22c，其中它们阻塞相应的吸水孔22c，并且如果堵塞构件被移除，则进水孔22c对外部敞开。