| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 121 | Containment reservoir and method | US5699 | 1979-01-23 | US4296884A | 1981-10-27 | Robert W. Luebke |
| A containment reservoir for a liquid, such as petroleum oil, comprising, a walled ground containment space or pit, opening upwardly, with the space containing a liquid impervious flexible liner generally following the contour of the space, and with the liner comprising a layer of pervious fabric material having on at least one of its sides a layer of liquid impervious material, such as rubber, the liner being operable to prevent escape of liquid through the liner from the containment space; means are provided coacting with the liner covered containment space for removing liquid from the reservoir. A covering layer of pervious fabric material filters anything, including liquid, passing into the reservoir. A method of forming the reservoir from predetermined width strips of liner stock, and a method of retaining and salvaging oil spilled along a railroad track environment is also disclosed. | ||||||
| 122 | Drainage system | US37128773 | 1973-06-18 | US3837168A | 1974-09-24 | ALSBERG G; ALSBERG D |
| A drainage system for reducing flooding simultaneously with recharging underground water supplies includes structures such as dry wells which connect to underground water sources, water conveying means for conveying water to the structures and storage basins for providing temporary storage of excess water until it can be handled by the structures.
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| 123 | Composite drain to be used in soil types having low water premeability | US3765783D | 1971-07-06 | US3765783A | 1973-10-16 | WAGER O |
| Embankments for roads, railways etc are made by using material having low water permeability, such as clay. The material is laid up in different layers, which are separated from each other by means of horizontally arranged strips of drains. The drains comprise an inner core having wave-shaped surfaces and outer sheets of water filtering material, so that water from the clay may go through the outer sheets into the space between the inner core and the outer sheets and flow out.
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| 124 | Curb,sidewalk and conduit structure | US3503425D | 1967-05-12 | US3503425A | 1970-03-31 | HOLM ALFRED J |
| 125 | Metal drain for roadways | US14269526 | 1926-10-19 | US1655321A | 1928-01-03 | MACK GEORGE K; BERRYMAN WILLIAM J |
| 126 | PREFABRICATED DRAIN STRUCTURE | PCT/KR2012005014 | 2012-06-26 | WO2013002527A2 | 2013-01-03 | 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. | ||||||
| 127 | DRAINAGE STRUCTURE | EP13756062.9 | 2013-08-23 | EP2898148A1 | 2015-07-29 | EMBORG, Michaeel |
| Structure for draining surface water, comprising a coherent force distribution layer and a drain layer, wherein the drain layer is formed of an array of coherent man-made vitreous fiber (MMVF) drain elements, wherein each of the drain elements comprises man-made vitreous fibres bonded with a cured binder composition, wherein the drain layer is below the force distribution layer. | ||||||
| 128 | DEVICE FOR A HELICOPTER DECK | EP12840829.1 | 2012-10-04 | EP2766526A1 | 2014-08-20 | RØD, Karl Johan |
| A device for a helicopter deck (1) comprising a supporting, fluid-tight floor (3) is described, the helicopter deck (1) comprising an overlying, draining top cover (2) formed out of at least two top-cover sections (20) arranged side by side, each of the top-cover sections (20) comprising a surface portion (22) provided with several drain openings (23) and at least one channel wall (21, 21') projecting downwards, provided with a foot portion (211, 211') which is arranged to be positioned on the surface (33) of the floor (3); at least one drain channel (5) defined by the top cover (2), the floor (3) and two adjacent channel walls (21, 21'), the drain channel (5) being provided with a mouth portion (51) which is connected to a collecting channel (4); fluid- transport paths (6) being formed through the at least one drain channel (5) between the drain openings (23) and a drain (42) in the collecting channel (4); and the top- cover sections (20) being detachable from the floor (3) and adjacent top-cover sections (20). | ||||||
| 129 | VERSICKERUNGSSYSTEM | EP01913561.5 | 2001-02-02 | EP1252393B1 | 2006-06-14 | LINGEN, Paul |
| The invention concerns a drainage system (10) using a rainwater store for collecting and storing water (57) introduced into the rainwater store having a drainage capacity that depends on the water absorbing capacity of the surrounding soils. According to the invention, the water collecting, storing and diverting store preferably consists of ballast material that has plenty of hollow space, is high bearing and suitable for traffic areas. | ||||||
| 130 | VERSICKERUNGSSYSTEM | EP01913561.5 | 2001-02-02 | EP1252393A1 | 2002-10-30 | LINGEN, Paul |
| The invention concerns a drainage system (10) using a rainwater store for collecting and storing water (57) introduced into the rainwater store having a drainage capacity that depends on the water absorbing capacity of the surrounding soils. According to the invention, the water collecting, storing and diverting store preferably consists of ballast material that has plenty of hollow space, is high bearing and suitable for traffic areas. | ||||||
| 131 | WASSERLEITUNG | EP00904802.6 | 2000-01-03 | EP1141494A1 | 2001-10-10 | LINGEN, Paul |
| The invention relates to a water conduit (10), especially for rainwater, for the collection, intermediate storage, as well as for the reduced and prolonged (throttled) release of the water (11) that is led into the water conduit (10). According to the invention, the water collecting and conducting components (12) of the water conduit (10) are comprised of at least one drainage pipe (13) and of a storage enclosure (14) which encloses the drainage pipe (13) and which is made of material (57, 58) that is capable of bearing, is open-pored and, preferably, has as many cavities as possible. | ||||||
| 132 | Mittelkernverbau für Bahnanlagen | EP97112613.1 | 1997-07-23 | EP0875626A3 | 1999-06-09 | 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. |
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| 133 | Edgedrain | EP88112222.0 | 1988-07-28 | EP0303867B1 | 1993-03-03 | Goddard, James B.; Zimmerman, Leon H.; Martin, Larry L. |
| 134 | Lager mit Auffangvolumen für Flüssigkeiten | EP91101087.4 | 1987-12-07 | EP0424366A3 | 1991-09-25 | 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. |
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| 135 | Cell like structure | EP87105051.4 | 1987-04-06 | EP0244651B1 | 1991-07-31 | Urriola, Humberto |
| 136 | Drainage mat | EP88106595.7 | 1984-03-29 | EP0307541A2 | 1989-03-22 | Dempsey, Barry Joseph; Liu, Keh-Chang; Mantarro, Joseph |
A drainage mat comprising a three-dimensional openwork covered on at least a major surface with a water permeable fabric (1), said fabric having a permittivity from 0.2 sec-¹ to 2.0 sec⁻¹ and exhibiting a dynamic permeability after 10⁶ loadings of at least 10⁻⁴ cm per second. Preferably the mat is elongate, bendable and has a rectangular transverse cross section, and comprises a polymeric core (2) enveloped by the water permeable fabric (1), said core having a plurality of substantially rigid fingers (4) extending from one side of a layer (3). |
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| 137 | Cell like structure | EP87105051 | 1987-04-06 | EP0244651A3 | 1988-01-20 | 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. |
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| 138 | Installation of highway drainage mat | EP86870059.2 | 1986-04-28 | EP0200707A2 | 1986-11-05 | 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. |
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| 139 | Elongated bendable drainage mat | EP84870047 | 1984-03-29 | EP0124500A3 | 1986-03-19 | Dempsey, Barry Joseph; Liu, Keh-Chang; Mantarro, Joseph |
Elongated, bendable drainage mat having a rectangular transverse cross section and comprising a polymeric core having a plurality of substantially rigid fingers extending from one side of a layer and an enveloping water permeable fabric having a permittivity from 0.2 s-1 to 2.0 s-1 and a dynamic permeability after 106 loadings of at least 10-4cm/s. Apparatus and systems using such drainage mat. |
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| 140 | DEVICE FOR A HELICOPTER DECK | EP12840829.1 | 2012-10-04 | EP2766526B1 | 2018-08-22 | 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. | ||||||
