| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 101 | Fabricating a plastic stormwater chamber | US14993858 | 2016-01-12 | US20160186423A1 | 2016-06-30 | Bryan A Coppes; Paul R Holbrook; Roy E Moore, JR.; Mark Youngclaus |
| A method of making a molded plastic arch shape cross section stormwater chamber having a corrugated wall comprises molding half chambers which are connected by hinges at a joint at the top of the chamber. The chambers may be compactly stored and transported in splayed out configuration. Later, upward force is applied to the hinge joint location of each chamber, so the half chambers are rotated by force of gravity, whereby a faying surface on each half chamber is urged toward the like surface of the other half chamber. The faying surfaces are then fused to each other, preferably as a result of prior heating or by melting of a fusion weld element that is captured in the space between the faying surfaces. | ||||||
| 102 | Device for a helicopter deck | US14346843 | 2012-10-04 | US09228303B2 | 2016-01-05 | 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. | ||||||
| 103 | CONSTRUCTING SYSTEM OF INSTANT PERMEABILITY AND UNDERFLOW PAVEMENT PREVENTING FROM FLOOD AND METHOD THEREOF | US14129305 | 2012-11-30 | US20150167251A1 | 2015-06-18 | Heung Sik Yu; Seong Kyun Jin; Kyoung Young Choi |
| The present invention is directed to a road payment system with instant rainwater penetration and storing functions for protecting flood and a construction method thereof, which system comprises a plurality of lower blocks which each have a vertical engaging wing formed at a side of each lower block and a first through hole formed at a center region, with the neighboring lower blocks being engaged with each other in a vertical direction for preventing them from being separated in a horizontal direction; a plurality of intermediate layer blocks which are arranged spaced apart in a horizontal direction at the upper sides of the lower blocks and each have a second through hole in a vertical direction at a center region, with the neighboring intermediate layer blocks being engaged with each other; and a plurality of upper surface layer blocks which are arranged at the upper sides of the intermediate layer blocks and form an upper side of the road payment and are connected with each other or are connected with the intermediate layer blocks in a horizontal direction. | ||||||
| 104 | Plastic stormwater chamber made from separately molded half chambers | US14025782 | 2013-09-12 | US09016979B1 | 2015-04-28 | Bryan A. Coppes; Paul R. Holbrook; James Burnes |
| A molded plastic arch shape cross section stormwater chamber having a corrugated wall comprises separately molded half chambers which are connected by coupling features at a joint at the top of the chamber. Preferably, the half chambers are substantially identical and are made in the same mold. The half chambers may be compactly stored and transported. Near the point of use, the chambers may be assembled. | ||||||
| 105 | Water detention system incorporating a composite drainage membrane | US12749353 | 2010-03-29 | US08834065B2 | 2014-09-16 | Peter Hart; Stephen Richard Spikes |
| A water detention system comprises a sub-base of crushed rock or stone overlying an impermeable layer which may be naturally-occurring, as in an impermeable sub-grade, or may be formed by an impermeable membrane laid over the sub-grade prior to the sub-base layer. Over the sub-base layer is an incompletely impermeable layer the impermeability of which is compromised by openings in the form of slits or by spacing between adjacent strips forming the layer. These openings allow water to percolate downwardly through the layer 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 may be a laying course of finer particulate material such as pea gravel over which may be laid a wear surface of slabs or blocks to form an area for traffic, such as a roadway or parking area. | ||||||
| 106 | Module and assembly for managing the flow of water | US12553732 | 2009-09-03 | US08770890B2 | 2014-07-08 | 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. | ||||||
| 107 | Wick assembly and method for installing an underdrain | US13665456 | 2012-10-31 | US08545130B2 | 2013-10-01 | 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. | ||||||
| 108 | WICK ASSEMBLY AND METHOD FOR INSTALLING AN UNDERDRAIN | US13665456 | 2012-10-31 | US20130058713A1 | 2013-03-07 | Robert 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. | ||||||
| 109 | Systems and Methods for Diverting Sub-surface Water | US13090221 | 2011-04-19 | US20120269573A1 | 2012-10-25 | William Everett Bass, III; Jerry L. Johnson |
| Systems and methods for diverting infiltration and subsurface water disclosed herein include excavation of interceptor trenches under roadways, such as gravel roads, and filling the trenches with suitable material. An interceptor trench is a trench, which may be filled with gravel, surge stone, rip rap, or other aggregate that intercepts the water flowing down a slope and carries it off to minimize soil erosion. These interceptor trenches, incorporated under the road, may be filled with heavy material such as rock. The interceptor trenches intercept the water and carry it off before it can build up speed and volume and carry off material. | ||||||
| 110 | WATER DETENTION SYSTEM INCORPORATING A COMPOSITE DRAINAGE MEMBRANE | US12749353 | 2010-03-29 | US20100272514A1 | 2010-10-28 | Peter Hart; Stephen Richard Spikes |
| A water detention system comprises a sub-base of crushed rock or stone overlying an impermeable layer which may be naturally-occurring, as in an impermeable sub-grade, or may be formed by an impermeable membrane laid over the sub-grade prior to the sub-base layer. Over the sub-base layer is an incompletely impermeable layer the impermeability of which is compromised by openings in the form of slits or by spacing between adjacent strips forming the layer. These openings allow water to percolate downwardly through the layer 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 may be a laying course of finer particulate material such as pea gravel over which may be laid a wear surface of slabs or blocks to form an area for traffic, such as a roadway or parking area. | ||||||
| 111 | Transport corridor drainage systems | US10722981 | 2003-11-28 | US07056058B2 | 2006-06-06 | Humberto Urriola; Christian Urriola |
| A drainage structure having perforated parallel top and bottom plates (5 & 6) separated by spacer members (7). A web (15) joins adjacent spacer members (7) and has a curved profile (17) such that water spilling over the web (15) does so, at a varying velocity profile to increase oxygenation of the water. This drainage structure (1) can also be filled with good drainage soil (42) and planted with grass (4) to filter and retain water that passes therethrough, with a layer of filter medium (42) below and a water permeable drain (1 & 24) below the filter medium (42), to transport water into the substrate and into a reticulation tank (57) where the water can percolate back into the soil. | ||||||
| 112 | Void-maintaining synthetic drainable base courses in landfills and other large structures, and methods for controlling the flow and evacuation of fluids from landifills | US10931294 | 2004-09-01 | US20050158123A1 | 2005-07-21 | Peter Ianniello; Aigen Zhao; Gary Shaffer |
| Numerous embodiments of one or more layers of void-maintaining synthetic drainable base courses (“VMSDBC's”) are provided as incorporated into landfills and other waste containment facilities. Key advantages of landfills and methods according to the invention include a substantial decrease in the necessity for conventional gravel and sand layers, and an increase in the effective volume of a landfill or similar facility. Moreover, the invention decreases the cost attendant to locating, transporting, and forming conventional rock, sand and gravel materials into discreet layers. | ||||||
| 113 | Transport corridor drainage systems | US10722981 | 2003-11-28 | US20050100401A1 | 2005-05-12 | Humberto Urriola; Christian Urriola |
| A drainage structure having perforated parallel top and bottom plates (5 & 6) separated by spacer members (7). A web (15) joins adjacent spacer members (7) and has a curved profile (17) such that water spilling over the web (15) does so, at a varying velocity profile to increase oxygenation of the water. This drainage structure (1) can also be filled with good drainage soil (42) and planted with grass (4) to filter and retain water that passes therethrough, with a layer of filter medium (42) below and a water permeable drain (1 & 24) below the filter medium (42), to transport water into the substrate and into a reticulation tank (57) where the water can percolate back into the soil. | ||||||
| 114 | Drainage structures | US09914333 | 2001-08-24 | US06779946B1 | 2004-08-24 | Humberto Urriola; Christian Urriola |
| A drainage structure having perforated parallel top and bottom plates separated by spacer members. A web joins adjacent spacer members and has a curved profile such that water spilling over the web does so, at a varying velocity profile to increase oxygenation of the water. This drainage structure can also be filled with good drainage soil and planted with grass to filter and retain water that passes therethrough, with a layer of filter medium below and a water permeable drain below the filter medium, to transport water into the substrate and into a reticulation tank where the water can percolate back into the soil. | ||||||
| 115 | Void-maintaining geosynthetic laminates and drainage systems | US09501318 | 2000-02-10 | US20020044842A1 | 2002-04-18 | Peter J. Ianniello; Aigen Zhao; Giovanni Capra |
| Void-maintaining geocomposite laminates, and drainage systems utilizing those laminates, are provided for location below a road surface or below a large structure such as a building, retaining wall or parking lot. The laminates include at least one fluid-transmissible layer adjacent an upper or lower surface of a polymer-based core. Optionally, another fluid-transmissible layer is provided adjacent a lower surface of the polymer-based core to form geocomposite laminates having high permittivity and high transmissivity. The one or more fluid-transmissible layers are preferably geotextiles. Characteristic of the core element is high transmissivity, that is, a high rate of horizontal flow of gases or liquids through the core. Characteristic of the at least one fluid-transmissible layer is high permittivity, that is, a high rate of vertical transmission of liquids and gases through the geotextile layer and into the core element. Also characteristic of fluid-transmissible layers of the invention is high exclusivity with respect to solid materials. Core elements and fluid-transmissible layers advantageously can be formed separately so that the components may be separately transported to a site and installed in sequence, or bonded to one another onsite by welding or adhesives. The systems include further drain means that communicate with the geocomposite structures of the system, such as perforated pipes and the like, which can connect further to culverts, ditches or waterways. The geocomposite structures and drain can form part of a greater subsurface geosynthetic system that provides reinforcement, separation, and drainage for the structure to thereby extend its useful life and decrease maintenance costs. | ||||||
| 116 | GEOCOMPOSITE SYSTEM FOR ROADS AND BRIDGES AND CONSTRUCTION METHOD | US09289858 | 1999-04-12 | US20010002497A1 | 2001-06-07 | ALBERTO M. SCUERO |
| A geocomposite system for increasing the service life of roads, bridges, or the like, includes a geocomposite layer having a geomembrane disposed between two geotextile backings, a structural layer for supporting the geocomposite layer, and a base layer formed on top of the geocomposite layer. The geomembrane is impermeable and the geotextile backings are sufficiently porous to provide a wicking action of moisture or liquid laterally along the geomembrane and out of the geocomposite system to prevent moisture or liquid damage. The geomembrane 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 is bonded to and conforms to the structural layer, thus reducing reflective, shrinkage and fatigue cracking and increasing the structural capacity of the road or bridge. Preferably, the geomembrane is an extruded polyvinylchloride web and the geotextile backings are fabricated of a mat of non-woven polyester fibers. The geotextile backings are heat coupled to the geomembrane, preferably using a calendaring process. The geocomposite layer is also bonded to the base layer. 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. | ||||||
| 117 | Drainage cell | US36005 | 1987-04-08 | US5030343A | 1991-07-09 | Humberto Urriola |
| A rigid cell-like structure primarily for use under gardens and roads where it is required to provided 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. | ||||||
| 118 | Highway edgedrain | US86678 | 1987-08-18 | US4904113A | 1990-02-27 | James B. Goddard; Leon H. Zimmerman; Larry L. Martin |
| A hydraulic structure is provided in the form of a flexible, flat, corrugated plastic tube having a relatively oblongated cross-section, with apertures associated with the grooves of the corrugation. The tube is enclosed in a geotextile sheath. The two relatively flat sides or panels of the tube are separated from each other by a plurality of pairs of cuspations, which project inwardly from the panel surface. Cuspations from the opposing panels are secured to one another thereby providing increased structural integrity. | ||||||
| 119 | Integrally-anchored fiber-reinforced concrete overlays and surfacings and method of making same | US815341 | 1985-12-31 | US4668548A | 1987-05-26 | David R. Lankard |
| A procedure for providing an overlay on a concrete slab or similar subsurface including the steps of placing a plurality of anchor holes into the concrete slab to be repaired and/or providing an anchor channel at its periphery, providing a bed of fibers on the exposed surface of said concrete slab and extending into and filling said anchor holes and/or channel, infiltrating a flowable cement slurry throughout the fibers and into the anchor holes and/or anchor channel, and curing the slurry to form an overlay which has integral fiber-reinforced anchor portions extending into the slab. | ||||||
| 120 | Elongated bendable drainage mat | US480990 | 1983-03-31 | US4572700A | 1986-02-25 | Joseph Mantarro; Keh-Chang Liu; Barry J. Dempsey |
| 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 seconds.sup.-1 to 2.0 seconds.sup.-1 and a dynamic permeability after 10.sup.6 loadings of at least 10.sup.-4 centimeters per second.Apparatus and systems using such drainage mat. | ||||||
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