序号 | 专利名 | 申请号 | 申请日 | 公开(公告)号 | 公开(公告)日 | 发明人 |
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121 | Insulating tunnel liner system | US197937 | 1994-02-17 | US5470178A | 1995-11-28 | Raymond L. Weholt |
An insulating liner system especially adapted to railroad and highway tunnels to eliminate ice buildup on the tunnel crown, walls and roadbed caused by water leakage from the tunnel face. The insulating liner system includes a modular assembly of insulating panels, each comprised of a sheet metal or plastic face adherred to a preformed insulating foam core which is then waterproofed by coating all exposed faces of said core with an elastomeric or similar waterproof film. The ability of both the foam core and the elastomeric coating to stretch allows the panels to be fabricated and shipped in a flat configuration and formed to the tunnel arch during installation. The system also includes an insulating base with enclosed water drainage system, means of joining individual panels with waterproof joints, methods of supporting the liner system to the tunnel walls and a means of equalizing piston-effect pressures on the front and back faces of the liner system. | ||||||
122 | Method and an apparatus for producing a draining channel | US597918 | 1975-07-21 | US3990249A | 1976-11-09 | Georg Senn |
A strip of snow is applied to a support surface which is to be drained, and covered with a quick-setting concrete. When the snow melts after setting of the quick-setting concrete, the space between the support structure and the set concrete which was previously taken by the snow serves as a draining channel. The apparatus for producing the channel includes a snow-making machine, a spray nozzle for the snow, and a spray nozzle for the quick-setting concrete. | ||||||
123 | SUCTION SYSTEM FOR FLAMMABLE OR POLLUTING LIQUIDS | EP14723503.0 | 2014-02-26 | EP2964830A1 | 2016-01-13 | DELLA VALLE, Gianluca; PINI, Alessandro; VITARELLI, Mario |
The present invention relates to a system suitable for minimising the risks consequent to spillage of flammable or polluting liquids in closed environments such as in particular, but not necessarily, road or railway tunnels, subways or underpass. | ||||||
124 | A METHOD FOR CONSTRUCTING A TUNNEL COURSE, AND STRUCTURAL ELEMENT FOR USE BY THE METHOD | EP12737622.6 | 2012-06-21 | EP2723987A2 | 2014-04-30 | DALEGÅRDEN, Torbjørn |
A method and a structural element for the construction of a directionally flexible and watertight tunnel lining (1) or tunnel course (1), the method using pre-fabricated elements of concrete or sandwich structure (3, 4, 5; 73;73'). Interspace between such elements and extending transversely of the direction of the tunnel course or tunnel lining receives an interspace cast (14) using an outer flexible formwork (2) in the form of skirts (2', 2'') attached to the outside of the elements (3, 4, 5; 73, 73'), and which through interconnection (11) thereof form a flexible, "bag-like" formwork (2) on the outside of the elements (3, 4, 5;73, 73'). Together with conventional formwork (12) on the inside of the elements (3, 4, 5;73, 73') there is formed a defined cavity (13) which can be filled with injectable mass of concrete. After the concrete has hardened it will provide support to the installed elements (3,4, 5; 73, 73') as well as providing support relative to exposed surface portion of rock surface (10). The elements (3, 4, 5; 73, 73') can be provided on the outside with a membrane (17). Further, the elements can be provided with injection paths (16) in order to at any time establish a completely watertight tunnel lining (1). | ||||||
125 | A DRAINING PIPE MESH | EP08767091.5 | 2008-06-27 | EP2160505A1 | 2010-03-10 | JÖNSSON, Lars |
The invention relates to a draining pipe mesh (1), which is adapted for mounting on a surface and for being covered by shotcrete. The mesh is made from a resilient substance and it is arranged to be laid over surfaces of any chosen shape and surface texture, such as the interior walls of a tunnel. The invention further relates to such a draining pipe mesh (1) which is provided with intersection boxes (5). The intersection box (5) is provided with access tubes (8) adapted to extend to the surface of the shotcrete. In a particularly advantageous embodiment of the invention, the access tubes (8) may be provided with flushing units (14) or pressure indicators (15). | ||||||
126 | Verfahren zum Erstellen von abgedichteten unterirdischen Tunnelbauten mit betonierter Innenschale | EP01113605.8 | 2001-06-15 | EP1267035A1 | 2002-12-18 | Pfammatter, Urban; Pfammatter, Josef |
Die vorliegende Erfindung betrifft ein Verfahren zum Erstellen von abgedichteten unterirdischen Tunnelbauten (1) mit betonierter Innenschale aus Schalbeton (Gussbeton) oder Spritzbeton. Hierbei wird nach dem Ausbruch eines unterirdischen Hohlraums ein Traggewölbe (5) aus einem Drahtgitter (9) mit einem darauf befestigten Kunstoffvlies (10) im Hohlraum erstellt. Sodann wird der Zwischenraum zwischen den Begrenzungen (3) des Hohlraums und dem Kunststoffvlies (10) mit einer losen Splitfüllung (8) verfüllt, eine Dichtungsbahn (11) auf der Traggewölbeinnenseite befestigt und anschliessend die Innenschale (6) des Tunnelbaus (1) unter Verwendung des Traggewölbes (5) und der Dichtungsbahn (11) als verlorene Schalung betoniert. Auf diese Weise lässt sich auf kostengünstige Weise und mit zugelassenen Materialien ein zuverlässig und dauerhaft abgedichteter Tunnelbau mit einer betonierte Innenschale erstellen. |
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127 | WATERPROOF CLADDING | EP99934536.6 | 1999-06-24 | EP1015734A1 | 2000-07-05 | BRANDENBERGER, Rolf; GARSHOL, Knut, Finn; MELBYE, Tom, Arild; SCHUBERT, Peter, Alexander |
A cladding for a partially-overhanging substrate, such as a tunnel wall which comprises, in sequence from the tunnel wall, a drainage means, a sprayed polymeric membrane and a final layer of concrete. The cladding gives an effective cladding in conditions where the tunnel walls suffer from running water at the time of cladding, is easier to apply and requires less material. | ||||||
128 | Drainage device for waterproofing lining | EP98810887.4 | 1998-09-08 | EP0985800A1 | 2000-03-15 | Canavesi, Stefano |
The present patent describes a drainage and waterproofing lining layer (1) to be applied to the inside of tunnels in the areas where guniting work is to be carried out, comprising sheets of plastic onto which said metal meshwork is applied, said lining layer consisting of several consecutive sheets (2, 3) of heat-sealable plastic, each of which has, on two opposite edges, two lateral strips (2m, 2n, 3m, 3n) with a width (L) onto which the said metal meshwork (4i) is not applied, two adjacent strips (2n, 3m) of two consecutive sheets (2, 3) are superimposed and welded together, and the joint (5) thus obtained is covered by a metal meshwork portion (6) which has a width (M) equal to or greater than the said width (L) of the two superimposed strips and which is fixed along its two lateral flanks onto the metal meshwork portions (4i) which are joined to the two consecutive sheets (2, 3) between which the said joint (5) has been formed. |
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129 | SILICON CARBIDE REINFORCED SILICON CARBIDE COMPOSITE | EP97953063.0 | 1997-12-01 | EP0946460A1 | 1999-10-06 | LAU, Sai-Kwing; CALANDRA, Salavatore, J.; OHNSORG, Roger, W. |
This invention relates to a process comprising the steps of: a) providing a fiber preform comprising a non-oxide ceramic fiber with at least one coating, the coating comprising a coating element selected from the group consisting of carbon, nitrogen, aluminum and titanium, and the fiber having a degradation temperature of between 1400 °C and 1450 °C; b) impregnating the preform with a slurry comprising silicon carbide particles and between 0.1 wt.% and 3 wt.% added carbon; c) providing a cover mix comprising: i) an alloy comprising a metallic infiltrant and the coating element, and ii) a resin; d) placing the cover mix on at least a portion of the surface of the porous silicon carbide body; e) heating the cover mix to a temperature between 1410 °C and 1450 °C to melt the alloy; and f) infiltrating the fiber preform with the melted alloy for a time period of between 15 minutes and 240 minutes, to produce a ceramic fiber reinforced ceramic composite. | ||||||
130 | Drainage aus Kunststoff | EP96810239.2 | 1996-04-16 | EP0738825A1 | 1996-10-23 | Gubler, Hans; Heusi, Peter; Teichert, Pietro |
Die Erfindung betrifft ein System aus Elementen von Rinnen (1) aus Kunststoff zur Vorabdichtung zum Anbringen und Abdichten von Wasseraustrittsstellen, zum Fassen und Wegführen von Wasser, wobei die Elemente flexibler Rinnen (1) Rinnenschalen (10) aufweisen, sodass Wasser über diese Rinnenschale (10) fassbar und weggeführbar ist, wobei die Rinnen (1) Befestigungslappen (20',20'') aufweisen, die über scharnierartige Ansatzpartien (30',30'') mit den Rinnen (1) verbunden sind. |
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131 | SHIELDED DRAINING PIPE MESH | EP13880939.7 | 2013-04-03 | EP2981674B1 | 2018-07-04 | JONSSON, Lars |
The invention relates to a shielded draining pipe mesh (1) for mounting on a surface and for being covered by shotcrete (7). The pipes (2) are U-shaped in cross section with an open side facing the surface. The pipe (2) is provided with a shield (6) that covers the open side. The pipe remains enclosed while applying shotcrete, but the shield (6) allow water to flow through it into the interior. In one embodiment the pipe (2) is provided with side bands (3a-b) extending along either side of the edges of the pipe at its open side, where the shield is attached to the side bands giving additional mechanical strength. | ||||||
132 | SUCTION SYSTEM FOR FLAMMABLE OR POLLUTING LIQUIDS | EP14723503.0 | 2014-02-26 | EP2964830B1 | 2017-03-22 | DELLA VALLE, Gianluca; PINI, Alessandro; VITARELLI, Mario |
133 | CONSTRUCTION PLATES | EP12887903 | 2012-11-12 | EP2924188A4 | 2016-07-13 | ROUCO RODRÍGUEZ IGNACIO; VIÑOLO ALBIONE ANDRES; LENO GRANDA JAVIER |
134 | SHIELDED DRAINING PIPE MESH | EP13880939.7 | 2013-04-03 | EP2981674A1 | 2016-02-10 | Jonsson, Lars |
The invention relates to a shielded draining pipe mesh (1) for mounting on a surface and for being covered by shotcrete (7). The pipes (2) are U-shaped in cross section with an open side facing the surface. The pipe (2) is provided with a shield (6) that covers the open side. The pipe remains enclosed while applying shotcrete, but the shield (6) allow water to flow through it into the interior. In one embodiment the pipe (2) is provided with side bands (3a-b) extending along either side of the edges of the pipe at its open side, where the shield is attached to the side bands giving additional mechanical strength. | ||||||
135 | Tunnel drainage arrangement | EP14001921.7 | 2014-06-03 | EP2811075A1 | 2014-12-10 | Van Kolthoorn, Johannes |
Tunnel arrangement (1) comprising a tunnel tube (2) having a tunnel floor (5) and one or more substantially water-impermeable tunnel portals (3) that run upwardly inclined from a lower end situated near the tunnel floor (5) to an upper end (7a), wherein the tunnel is placed in a soil, in which soil a poorly permeable or impermeable layer is present, such that the tunnel floor (5) extends into or deeper than the poorly permeable or impermeable layer, wherein confined water, in particular artesian water, is present below the poorly permeable or impermeable layer, wherein near the upper end (7a) of the tunnel portal (3) a water discharging drainage duct (14) is arranged, preferably extending transverse to the tunnel portal (3), which duct (14) is provided with at least one first passage (24) situated in the soil for receiving the confined water from the soil. |
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136 | WATERPROOF CLADDING | EP99934536.6 | 1999-06-24 | EP1015734B1 | 2005-02-02 | BRANDENBERGER, Rolf; GARSHOL, Knut, Finn; MELBYE, Tom, Arild; SCHUBERT, Peter, Alexander |
A cladding for a partially-overhanging substrate, such as a tunnel wall which comprises, in sequence from the tunnel wall, a drainage means, a sprayed polymeric membrane and a final layer of concrete. The cladding gives an effective cladding in conditions where the tunnel walls suffer from running water at the time of cladding, is easier to apply and requires less material. | ||||||
137 | Dispositif de drainage, d'isolation thermique et d'étanchement d'un tunnel | EP03100309.8 | 2003-02-12 | EP1350922A1 | 2003-10-08 | JABY, Jean-François |
Le dispositif étanche de drainage des eaux de percolation au niveau d'un revêtement d'un tunnel est constitué d'un complexe tricouches (4), comportant:
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138 | Tunnelentwässerungseinrichtung | EP00119157.6 | 2000-09-05 | EP1091088A2 | 2001-04-11 | Schömig, Edgar; Kirschke, Dieter, Prof. |
Die erfindungsgemäße Bergwasserdrainage besteht aus einem grobgeschlitzten Drainagerohr an einem gewinkelten Kunststoffformteil. Der gewinkelte Kunststoffformteil dient zur Fassung einer Kiesschüttung, durch die das Bergwasser bis zum Rohr sickern kann. Die Drainage kann zusammenhängend durch Extrusion und anschließende Lochung des Rohrteiles hergestellt werden. Es ist aber auch bevorzugt möglich, Rohr und Winkelteil getrennt herzustellen und nachher aneinander zu klemmen, zu verschweißen oder zu verschrauben. |
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139 | Joint souple pour une saignée de drainage dans une paroi de tunnel | EP98420016.2 | 1998-01-27 | EP0855494A1 | 1998-07-29 | Morel, André |
Ce joint (2) comprend deux parois latérales (8), munies de lèvres flexibles (9) qui viennent s'appliquer élastiquement contre les faces (11) délimitant latéralement la saignée (10) pour assurer le maintien du joint (2) dans celle-ci. Selon l'invention, chaque lèvre de maintien (9) présente, au niveau de son extrémité libre, un rebord longitudinal (19) replié du côté de ladite paroi arrière (6) selon un angle pouvant aller de 60 à 120°. |
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140 | Tunnel-Längsentwässerungseinrichtung | EP95120331.4 | 1995-12-21 | EP0722038A1 | 1996-07-17 | Schmidt, Gerhard |
Die vorliegende Erfindung betrifft eine Tunnellängsentwässerungseinrichtung, insbesondere zur Entfernung des im Tunnel anfallenden Sickerwassers, wobei entlang der zu entässernden Tunnelstrecke Wasserfänger angeordnet sind, in die mit Vakuum beaufschlagte Saugleitungen einführen, welche mit mindestens einer internen oder externen Vakuumstation kommunizieren. |