| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 61 | Remote-controlled device for rapidly opening a skylight | US26678272 | 1972-06-27 | US3805449A | 1974-04-23 | BOGAERT P |
| In a remote-controlled device for rapidly opening a skylight, between a movable frame and a fixed frame by the moment of triggering is provided a connection formed on the one hand between swinging hooks retained by control means mounted on the same frame and on the other hand, retaining stops mounted on the other frame, the control means being comprised of means pulling on the hooks to retain same in connecting position and of means for locking said pulling means.
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| 62 | Protection of roadbeds from water seepage | US3608443D | 1969-05-26 | US3608443A | 1971-09-28 | GAGLE DUANE W; DRAPER HOMER L |
| AN IMPERMEABLE MEMBRANE IS ATTACHED TO THE SIDES OF THE PAVING LAID UPON A ROADBED AND EXTENDS DOWNWARDLY AND OUTWARDLY UNDERNEATH THE SOIL ADJOINING THE PAVING TO PREVENT WATER FROM SEEPING INTO THE ROADBED. THE MEMBRANE CAN EXTEND DOWN UNDERNEATH SEVERAL FEET OF EARTH AND, IN SOME INSTANCES, DEPENDING UPON THE CONTOUR OF THE
ADJOINING SOIL IT MAY BE DESIRABLE TO LAY DRAIN CONDUITS UNDERNEATH THE ROAD SURFACE TO DRAIN ANY WATER WHICH MAY SEEP UNDERNEATH THE LOWER PART OF THE MEMBRANE AND UNDER THE PAVING. |
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| 63 | MODULE AND ASSEMBLY FOR MANAGING THE FLOW OF WATER | EP10814140 | 2010-08-06 | EP2473678A4 | 2015-02-11 | 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. | ||||||
| 64 | A WATER DETENTION SYSTEM INCORPORATING A COMPOSITE DRAINAGE MEMBRANE | EP06709711.3 | 2006-02-09 | EP1846620A2 | 2007-10-24 | 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. | ||||||
| 65 | Reinigungssystem für Regenwasser | EP07000019.5 | 2007-01-02 | EP1803851A1 | 2007-07-04 | Lingen, Elena |
Bei einem Reinigungssystem für Regenwasser das in unterirdische Wasserspeicher (23) und/oder Versickerungssysteme (40) eingeleitet werden soll, ist vorgesehen, dass das Reinigungssystem innerhalb des Wasserspeichers (23) und/oder Versickerungssystems (40) und/oder im Übergangsbereich zwischen dem Wasserspeicher (23) und/oder Versickerungssystem (40) und den angrenzenden natürlichen Bodenschichten (27) und/oder künstlichen Bodenschichten (15,16) zu integrieren sein soll.
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| 66 | Entwässerungsrinne zwischen einer Wand und einem Plattenbelag | EP02023251.8 | 2002-10-17 | EP1319768A2 | 2003-06-18 | 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. |
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| 67 | Geocomposite system for roads and bridges and construction method | EP00107523.3 | 2000-04-07 | EP1045071A2 | 2000-10-18 | |
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. |
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| 68 | Drainage mat | EP88106595.7 | 1984-03-29 | EP0307541B1 | 1991-05-15 | Dempsey, Barry Joseph; Liu, Keh-Chang; Mantarro, Joseph |
| 69 | Drainage mat | EP88106595.7 | 1984-03-29 | EP0307541A3 | 1989-04-05 | 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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| 70 | Edgedrain | EP88112222.0 | 1988-07-28 | EP0303867A3 | 1989-03-29 | 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). |
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| 71 | Elongated bendable drainage mat | EP84870047.2 | 1984-03-29 | EP0124500A2 | 1984-11-07 | 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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| 72 | Assembly for detaining or retaining liquid beneath a ground surface | US15296838 | 2016-10-18 | US09951508B2 | 2018-04-24 | Justin Ivan May; Tom Heraty; Philip J. Burkhart |
| A modular assembly is provided for detaining or retaining a liquid beneath a ground surface. The assembly featuring a plurality of substantially identical precast unitary concrete modules with each module having a deck portion with outer edges and a plurality of spaced apart legs extending from the deck portion. At least two of the legs of a module are spaced inwardly from the nearest outer edge of the deck portion of the same module so that a portions of the deck overhangs each of said legs. The legs and deck portions define flow paths within each module that are in fluid communication with each other with the flow paths being both outside the legs and between the legs. Each module in the assembly is further positioned with its deck adjacent to the deck of another module. | ||||||
| 73 | Dome Stormwater Chamber | US15292074 | 2016-10-12 | US20180100300A1 | 2018-04-12 | Ronald R. Vitarelli; Michael Kuehn; John Kurdziel; David Mailhot |
| This disclosure relates generally to stormwater management and, more particularly, to a stormwater chamber with a continuous curvature. The stormwater chamber may comprise a chamber body with a chamber wall, an apex, a base, and a first and second opening. The chamber wall may include a continuous curvature from the apex of the chamber body to the first and second openings and a continuous curvature from the apex of the chamber body to the base. | ||||||
| 74 | Module and Method for Managing Water and Other Fluids | US15221348 | 2016-07-27 | US20160333564A1 | 2016-11-17 | Justin Ivan May; Tom Heraty; Philip J. Burkhart |
| A method for managing the flow of water beneath a ground surface uses modules. Assemblies of such modules are disclosed. The modules include supports and a deck portion, and the supports are spaced apart and form multiple channels with a main section of the deck portion. The deck portion also includes at least one section extending from a main section. | ||||||
| 75 | Assembly for the detention or retention of water and other fluids | US14303037 | 2014-06-12 | US09464400B2 | 2016-10-11 | Justin Ivan May; Tom Heraty; Philip J. Burkhart |
| 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. | ||||||
| 76 | Module and Method for Managing Water and Other Fluids | US14298450 | 2014-06-06 | US20140341653A1 | 2014-11-20 | Justin Ivan May; Tom Heraty; Philip J. Burkhart |
| 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. | ||||||
| 77 | Device for a Helicopter Deck | US14346843 | 2012-10-04 | US20140319273A1 | 2014-10-30 | Karl Johan Rod |
| 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. | ||||||
| 78 | Water permeable traffic bearing system, method and drainage joint for use with same | US13896449 | 2013-05-17 | US08834061B2 | 2014-09-16 | Bryan White |
| Making a water permeable traffic bearing system includes preparing a compound water permeable base in contact with a native substrate, and installing a drainage system having a plurality of elongate drainage joints over the prepared water permeable base. Each of the drainage joints defines a plurality of vertical drainage conduits opening at upper and lower sides and in fluid communication with a storage volume defined by the water permeable base. Making the water permeable traffic bearing system further includes forming a segmental mat having a plurality of water impermeable surface pads abutting the plurality of drainage joints, at least in part by filling voids extending horizontally between the drainage joints with a curable paving material, and curing the paving material within the voids, in contact with each of the water permeable base and the drainage joints. Installing the drainage system further includes tuning precipitation handling of the traffic bearing system, at least in part by setting a spacing and a number of the drainage joints responsive to, a water throughput factor of the traffic bearing system and a structural factor of the segmental mat. The drainage joints may have upwardly and downwardly oriented legs joined via a bridge in an H-configuration. | ||||||
| 79 | WICK ASSEMBLY AND METHOD FOR INSTALLING AN UNDERDRAIN | US14043795 | 2013-10-01 | US20140030021A1 | 2014-01-30 | Robert E. Harr |
| A wick assembly for installation under a roadway according to the invention includes a perforated drain pipe, an inner sheet of a wicking fabric disposed on the perforated drain pipe in a manner effective to cover the perforations therein, an outer sheet of a wicking fabric, and a layer of filter aggregates confined between the inner and outer wicking fabric sheets to form a wick drain in combination with the perforated drain pipe. Water passes through the sheets and filter aggregates in order to enter the perforated drain pipe through the perforations therein. The wick drain may be disposed inside an outer pipe with the outer fabric sheet in slidable contact with the inner periphery of the pipe casing. The outer pipe casing serves to protect the wick drain during installation and is later removed once the wick drain is in position. | ||||||
| 80 | Water draining pipe and draining method thereof | US12601006 | 2008-05-09 | US08632273B2 | 2014-01-21 | YiuTak Leung |
| A water draining method comprises water draining adapted for roads, mountains, mountainsides, protective hillsides, retaining walls, grass slopes, airport runways, highways, football fields, grass slopes, stone dams, embankments, landfills, farms, irrigating and draining systems, characterized in that: a. installing receiving members in a pervious bed; b. arranging draining pipes in the receiving members; c. disposing draining ditches on one or two ends of a drain tube; d. drawing excessive water to the draining pipes by using drawing ports of the drain tube and draining the water into the draining ditch via an end portion of the drain tube. Thereby, the present invention allows to obtain rain collecting, impurities filtering, irrigating, draining, anti-leaking, and warning functions. | ||||||
