| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 141 | Wasserspeicher oder Versickerungssystem mit Reinigungssystem | EP07000019.5 | 2007-01-02 | EP1803851B1 | 2017-07-19 | Lingen, Elena |
| 142 | DEVICE FOR A HELICOPTER DECK | EP12840829 | 2012-10-04 | EP2766526A4 | 2015-11-25 | RØD KARL JOHAN |
| A device is for a helicopter deck comprising a supporting, fluid-tight floor. The helicopter deck comprises an overlying, draining top cover formed out of at least two top-cover sections arranged side by side. Each of the top-cover sections comprise a surface portion provided with several drain openings and at least one channel wall projecting downwards, provided with a foot portion which is arranged to be positioned on the surface of the floor. At least one drain channel is defined by the top cover, the floor and two adjacent channel walls. The drain channel is provided with a mouth portion which is connected to a collecting channel. Fluid-transport paths are formed through the at least one drain channel between the drain openings and a drain in the collecting channel. The top-cover sections are detachable from the floor and adjacent top-cover sections. | ||||||
| 143 | 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.
|
||||||
| 144 | AN APPARATUS, AN ASSEMBLY, A VEHICLE AND A METHOD FOR FORMING A DRAINAGE ASSEMBLY WITHIN AND ALONG AN ELONGATE TRENCH | EP11850869.6 | 2011-12-23 | EP2678479A1 | 2014-01-01 | WILSON, Mark |
| An apparatus (10) for forming a drainage assembly (50) within and along an elongate trench (58), the trench (58) generally having a base wall (59) and side walls (57), the drainage assembly (10) comprising an elongate conduit (30) extending along the trench (58) and substantially surrounded by an aggregate material (20), the apparatus (10) comprising a conduit guide means (78) adapted to dispose a length portion of the elongate conduit (30) within the trench (58), and an aggregate material delivery means (120) adapted to distribute aggregate material (20) within the trench (58) such that the length portion of the elongate conduit (30) within the trench (58) is substantially surrounded by the aggregate material (20), wherein movement of the apparatus (10) along the trench (58) in use disposes subsequent length portions of the elongate conduit (30) and further aggregate material (20) within and along the trench (58) to form the drainage assembly (50). In the preferred embodiment, the drainage assembly (50) further comprises an elongate flexible membrane (40) surrounding the aggregate material (20) within the trench (58), and the apparatus (10) further comprises a membrane guide (151, 70, 142) adapted for configuring a length portion of the elongate flexible membrane (40) into a channel configuration within the trench (58) in use. | ||||||
| 145 | MODULE AND ASSEMBLY FOR MANAGING THE FLOW OF WATER | EP10814140.9 | 2010-08-06 | EP2473678A1 | 2012-07-11 | MAY, Justin, Ivan; HERATY, Tom; BURKHART, Philip, J. |
| Modules for use in an assembly for managing the flow of water beneath a ground surface and assemblies of such modules are disclosed. The modules include supports and a deck portion and the supports are spaced apart and form channels with a main section of the deck portion. The deck portion also includes at least one section extending from a main section. | ||||||
| 146 | Entwässerungsrinne zwischen einer Wand und einem Plattenbelag | EP02023251.8 | 2002-10-17 | EP1319768A3 | 2004-04-28 | Friedrich, Helmut |
Die Erfindung betrifft eine Entwässerungseinrichtung (10) zur Bildung einer Rinne (16) zwischen einer Wand (12) und einem auf einer Schüttung (20) verlegten Plattenbelag (14). Die Erfindung schlägt vor, die Entwässerungseinrichtung (10) mit einer Winkelleiste (26), die eine Einfassung für die Schüttung (20) und den Plattenbelag (14) bildet, einer Abdeckung (28), die die Rinne (16) abdeckt und einem Auflageprofil (30) für die Abdeckung (28), die an einer Wand (12) anbringbar ist, auszubilden. Zusätzlich kann ein in die Rinne (16) einlegbarer Distanzhalter (32) für die Winkelleiste (26) vorgesehen werden. Die Entwässerungseinrichtung (10) hat den Vorteil, dass sie in ihrer Höhe an eine Höhe des Plattenbelags (14) anpassbar ist. |
||||||
| 147 | Grundbau einer zwei Gleise aufweisenden Bahnanlage mit Mittelkernverbau | EP97112613.1 | 1997-07-23 | EP0875626B1 | 2004-03-17 | Lieberenz, Klaus, Prof. Dr.; Müller, Steffen |
| 148 | Geocomposite system for roads and bridges and construction method | EP00107523.3 | 2000-04-07 | EP1045071A3 | 2001-06-27 | |
A geocomposite system (10,40) for increasing the service life of roads, bridges, or the like, includes a geocomposite layer (12,42) having a geomembrane (18,60) disposed between two geotextile backings (20,22,56,58), a structural layer (14,44) for supporting the geocomposite layer (12,42), and a base layer (16,46) formed on top of the geocomposite layer (12,42). The geomembrane (18,60) is impermeable and the geotextile backings (20,22,56,58) are sufficiently porous to provide a wicking action of moisture or liquid laterally along the geomembrane (18,60) and out of the geocomposite system (10,40) to prevent moisture or liquid damage. The geomembrane (18,60) prevents the intrusion of liquids including deicing salts into the structural layers of roads, bridges, or the like abating deterioration in the structural layers such as corrosion of reinforcing steel. The geocomposite layer (12,42) is bonded to and conforms to the structural layer (14,44), thus reducing reflective, shrinkage and fatigue cracking and increasing the structural capacity of the road or bridge. Preferably, the geomembrane (18,60) is an extruded polyvinylchloride web and the geotextile backings (20,22,56,58) are fabricated of a mat of non-woven polyester fibers. The geotextile backings (20,22,56,58) are heat coupled to the geomembrane (18,60), preferably using a calendaring process. The geocomposite layer (12,42) is also bonded to the base layer (16,46). In the related method, the geocomposite system is constructed by fabricating the geocomposite layer, applying a tack coat to the structural layer, placing the geocomposite layer with the geotextile backing down on the prepared structural layer, rolling the geocomposite to provide conformity with the structural layer, applying a tack coat to the other geotextile backing and forming and bonding the base layer on the geocomposite layer. |
||||||
| 149 | Mittelkernverbau für Bahnanlagen | EP97112613.1 | 1997-07-23 | EP0875626A2 | 1998-11-04 | Lieberenz, Klaus, Prof. Dr.; Müller, Steffen |
Die Erfindung betrifft einen Mittelkernverbau für Bahnanlagen, dessen Anwendung sich besonders für Langsamfahrstrecken im Zuge der Instandhaltung von zwei- und mehrgleisigen Strecken anbietet. Der erfindungsgemäße Mittelkernverbau ist so gestaltet, daß die Baugrenze außerhalb der Verkehrslasten des Betriebsgleises liegt und an dieser ein temporär wirksames Stützbauwerk, bevorzugt ausgeführt aus Bewehrter Erde, errichtet ist, das beim Bau des zweiten Gleises als Verbau wirkt. Ein derartiger Mittelkernverbau ist wesentlich kostengünstiger als die bisherigen Lösungen (Trägerbohlwände, Spundwände); die Sperrung des Betriebsgleises beim Ein- und Ausbau dieses Mittelkernverbaues entfällt ebenso wie die damit verbundenen sonstigen Nachteile wie z. B. Standsicherheitsgefährdung der Gleise und Auflockerung des Bodens. Ein wesentlicher Vorzug der Erfindung ist zudem die mögliche Anordnung von quer zum Verbau liegenden, horizontal durchgehenden Zuggliedern. |
||||||
| 150 | Lager mit Auffangvolumen für Flüssigkeiten | EP91101087.4 | 1987-12-07 | EP0424366B1 | 1993-08-18 | Becher, Dietmar, Dipl.-Ing. |
| 151 | Lager mit Auffangvolumen für Flüssigkeiten | EP91101087.4 | 1987-12-07 | EP0424366A2 | 1991-04-24 | Becher, Dietmar, Dipl.-Ing. |
Lager mit einer ein Auffangvolumen aufweisenden Lagerebene (246), dadurch gekennzeichnet, daß die Lagerebene durch mehrere im Grundriß rechteckige, nach Art eines Fliesenmusters nebeneinander liegende und flüssigkeitsdicht miteinander verbundene selbsttragende Auffangwannen (238) gebildet wird. |
||||||
| 152 | Elongated bendable drainage mat | EP84870047.2 | 1984-03-29 | EP0124500B1 | 1989-08-30 | Dempsey, Barry Joseph; Liu, Keh-Chang; Mantarro, Joseph |
| 153 | Edgedrain | EP88112222.0 | 1988-07-28 | EP0303867A2 | 1989-02-22 | Goddard, James B.; Zimmerman, Leon H.; Martin, Larry L. |
A highway edgedrain (20) is provided in the form of a flexible, flat, corrugated plastic tube (50) having a relatively oblongated cross-section, with apertures (58) associated with selected grooves (59) of the corrugation. The tube is enclosed in a porous fabric sheath (52). The two relatively flat sides or panels of the tube are separated from each other by a plurality of internal supports (60). |
||||||
| 154 | Cell like structure | EP87105051.4 | 1987-04-06 | EP0244651A2 | 1987-11-11 | Urriola, Humberto |
A rigid cell like structure primarily for use under gardens and roads where it is required to provide good drainage; the cell comprising two substantially parallel perforate planar surfaces maintained in a fixed spaced relationship from each other by means of a plurality of spacer members; the perforate nature of both surfaces and the disposition of spacer members being such that gases or liquids may freely pass through the composite structure around the spacer means in any direction. |
||||||
| 155 | Installation of highway drainage mat | EP86870059 | 1986-04-28 | EP0200707A3 | 1987-09-30 | Russell, Gerald O.; Van Dyke, James R. |
Installation in a narrow trench of an elongated drainage mat which is not bendable in the plane of its base which is maintained in a vertical orientation. The installation is effected.by deflecting the top edge of the mat into a wave configuration to shorten the effective length of the top edge to cause the mat to follow a curve lying in a vertical plane within a narrow width. |
||||||
| 156 | HYDRAULIC WICK APPARATUS AND METHOD | PCT/US2005010073 | 2005-03-25 | WO2005098141A3 | 2009-04-16 | HARR ROBERT E |
| A roadway wick comprises a perforated drain pipe, and a wicking assembly encasing the perforated drain pipe. The roadway wick is operable to absorb accumulated water under the roadway and conduct and drain the water from under the roadway. | ||||||
| 157 | METHOD FOR BUILDING ROADS AND PARKING ZONES WITH A PERMEABLE BASE AND RESULTING PRODUCT | PCT/MX0000019 | 2000-04-07 | WO0063495A3 | 2001-04-12 | DE BUEN UNNA NESTOR; GUEVARA NIETO LUIS GERMAN; GRAU GENESIAS JAIME |
| The invention relates to a method for building roads and parking zones enabling passage and filtration of water and having absorption wells helping the water penetrate into the subsoil. The method comprises the following steps: 1) cleaning and removing grass and trash using conventional tools; 2) compacting the soil manually or mechanically; 3) placing enclosure means, frames or permeable concrete walls with a filling; 4) placing an aggregates filling excluding dust and powder type particles; 5) casting a permeable concrete slab; 6) vibrocompacting the permeable concrete flagstone; 7) placing an asphalt or permeable vibrocompacted concrete carpet. All these elements rest on a hard aggregate filling having no dusts or sands and a permeable concrete flagstone to distribute loads. | ||||||
| 158 | PREFABRICATED DRAIN STRUCTURE | PCT/KR2012005014 | 2012-06-26 | WO2013002527A3 | 2013-02-28 | LEE YE-SUN |
| The present invention relates to a drain structure, and more specifically, the invention enables: a drain body, on which a corrugated reinforcing portion is formed, to be consecutively assembled; a protection mesh to be provided on the upper part of the drain body which is buried under the ground; side reinforced plates, which are connected with the drain body, to be fixed to the inside of the ground in order to expand a floor base and to fix the drain body to the ground, thereby preventing the drain from being deformed and separated; the inflow of trees, gravel, and the like, which enter the inside of the drain body, to be prevented by the protection mesh; and, in order to accomplish the object of the present invention, a dead load of the drain structure is increased such that the drain structure is stably maintained, thereby shortening operation time and construction time since the invention can be directly manufactured in construction sites. | ||||||
| 159 | A WATER DETENTION SYSTEM INCORPORATING A COMPOSITE DRAINAGE MEMBRANE | PCT/GB2006000474 | 2006-02-09 | WO2006085095A3 | 2006-12-28 | HART PETER |
| A water detention system comprises a sub-base of crushed rock or stone (21) overlying an impermeable layer (29) which may be naturally-occurring, as in an impermeable sub-grade, or may be formed by an impermeable membrane (26) laid over the sub-grade prior to the sub-base layer. Over the sub-base layer is an incompletely impermeable layer (22) the impermeability of which is compromised by openings in the form of slits (12) or by spacing between adjacent strips forming the layer. These openings allow water to percolate downwardly through the layer (22) into the sub-base, but substantially inhibit the escape of moisture by evaporation thereby serving to retain the collected water. Above the incompletely impermeable layer (22) may be a laying course (20) of finer particulate material such as pea gravel over which may be laid a wear surface (18) of slabs or blocks (19) to form an area for traffic, such as a roadway or parking area. | ||||||
| 160 | CONSTRUCTIVE PROCEDURE FOR PERVIOUS STRIPES IN HIGHWAY SYSTEMS AND ITS PRODUCT | PCT/MX0000020 | 2000-04-07 | WO0065155A3 | 2001-07-12 | DE BUEN UNNA NESTOR; GUEVARA NIETO LUIS GERMAN; GRAU GENESIAS JAIME |
| The invention relates to a constructive procedure for pervious stripes located between embankment reinforcements and the highway system, which enable passage and filtration of water and have absorption wells. The constructive procedure involves the following steps: 1) excavating a stripe in the area where the carpet joins the embankment reinforcements and in certain cases, preparing the absorption wells; 2) compacting the soil manually or mechanically; 3) placing an impermeable membrane between the carpet and the pervious stripe; 4) placing an aggregates filling excluding dust or talc-type particles; 5) casting a pervious concrete flagstone comprising aggregates containing no fine particles. The top pervious concrete strip enables passage towards the second layer of filling and the absorption wells which are distributed under said layer. The impervious membrane prevents the passage of water to the base of the carpet. | ||||||
