US20070223998A1 - Water-Permeable Paving and Method for Producing a Paving - Google Patents

Water-Permeable Paving and Method for Producing a Paving Download PDF

Info

Publication number
US20070223998A1
US20070223998A1 US10/597,778 US59777805A US2007223998A1 US 20070223998 A1 US20070223998 A1 US 20070223998A1 US 59777805 A US59777805 A US 59777805A US 2007223998 A1 US2007223998 A1 US 2007223998A1
Authority
US
United States
Prior art keywords
layer
ground covering
ballast
sand
superstructure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Abandoned
Application number
US10/597,778
Other languages
English (en)
Inventor
Roger Hartenburg
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TerraElast AG
Original Assignee
TerraElast AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TerraElast AG filed Critical TerraElast AG
Assigned to TERRAELAST AG reassignment TERRAELAST AG ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: HARTENBURG, ROGER
Publication of US20070223998A1 publication Critical patent/US20070223998A1/en
Abandoned legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00—Foundations for pavings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • E01C11/226—Coherent pavings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00—Pavings made of prefabricated single units
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00—Coherent pavings made in situ
    • E01C7/08—Coherent pavings made in situ made of road-metal and binders
    • E01C7/30—Coherent pavings made in situ made of road-metal and binders of road-metal and other binders, e.g. synthetic material, i.e. resin
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00—Coherent pavings made in situ
    • E01C7/08—Coherent pavings made in situ made of road-metal and binders
    • E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ

Definitions

  • the invention relates to a water-permeable ground covering for application to a substratum, in which case the superstructure of the ground covering is a combination of compacted, mineral aggregates and organic binding materials.
  • the invention further relates to a method for producing a ground covering.
  • grid plates For special applications, such as, for example the construction of riding and sports grounds, plastics grid plates have proved good. Such grid plates are known from DE 197 20 006 C2. As a result of an ingenious structure of elevations and openings, on the one hand grid plates enable there to be surface-consolidation on which it is possible to walk or drive and on the other hand avoid sealing as a result of their water-controllability.
  • the areally laid grid plates are laid directly on the substratum, such as gravel, grass, loam or humus.
  • a layer of sand or ballast can, however, also be applied to the substratum in order then to lay grid plates on this layer. It is possible to compensate for instances of unevenness in the ground by means of the layer of sand or ballast.
  • a tread layer is applied to a thickness of several centimetres.
  • the tread layer which together with the grid plates forms the superstructure of the sports ground cover, in the case of riding grounds as a rule consists of a bedding of sand, of a bedding of sand provided with aggregates (wood or plastics chips) or exclusively of wood chips.
  • the latter has a thickness of between 8 to 15 centimetres, measured from the upper plate of the grid plates.
  • Coverings with a surface structure that is uniform and visually attractive are known from DE 197 33 588 A1.
  • the water-permeable covering is produced from mineral aggregates and organic bonding agents.
  • the mixture is built up in the not yet hardened and deformable state.
  • organic binding materials come into consideration as binding material that is mixed together with mineral aggregates to form a charge and is processed further before hardening.
  • an object of the invention is to specify a water-permeable ground covering of the type in the preamble which even in the case of complex shapings is inexpensive in comparison with known ground coverings and grid systems.
  • the ground covering should not result in any limitations in the use of the covered areas.
  • a method for producing a ground covering is to be specified that allows the covering to be laid in a simple and inexpensive manner.
  • the object that is set with regard to the ground covering is achieved by means of the features of claim 1 .
  • the ground covering has a multi-layered structure with a superstructure and a substructure, with the substructure having at least one layer of sand on the substratum side and a layer of ballast on the superstructure side.
  • the average size k ballast of the undersize particles in the ballast amounts to 5 mm or more.
  • the bulk material of the substructure enables there to be uniform load-distribution in the substratum that lies underneath so that even punctiform pressure loads that act on the superstructure are introduced into the substratum so that they are distributed over a large area over the layer of sand on the substratum side and thus the static and dynamic pressure-loading capacity of the superstructure is decisively improved in comparison with known solutions.
  • a further improvement is brought about by the substructure in its water-permeable passage to the superstructure as regards water-controllability. It is precisely in the case of a critical substratum that has a high proportion of loam that the substructure is able to supplement the water-storing capacity of the superstructure. Thus the surface water is taken up by the substructure through the superstructure and is distributed horizontally. Thus enormous quantities of water can be taken up within a short time and stored temporarily until the substratum or further drainage facilities drain off the water. This drainage capacity can be attributed to the high voidage so that problem-free installation is possible even in water-protection regions. This voidage as well as different rock sizes and sorts of materials result in excellent sound-absorption.
  • the grain size of the ballast in the substructure has a further favourable effect upon the water-absorption value and water-controllability of the ground. This promises excellent values given an average grain size for the undersize particles of 5 mm or more.
  • Tried and tested average grain sizes k ballast of the ballast lie in a range between 5 to 16 mm, 16 to 22 mm or 16 to 32 mm. That means that the layer of ballast is composed of ballast with different grain sizes, with the grain of a layer of ballast lying in one of the ranges mentioned.
  • the average layer thickness d s of the compacted layer of ballast preferably amounts to between 400 and 500 mm.
  • the grain size of the aggregates also has a substantial influence on the infiltration capacity of the ground covering. Aggregates whose average grain size lies between 1 and 7 mm are particularly preferred. As previously mentioned, the layer structure of the ground covering in accordance with the invention has a favourable influence on the mechanical resistance values so that even values of over 5 mm are possible for the average size of the grain without a substantially increased risk of rupture occurring. The infiltration capacity can be further increased with this grain diameter. In addition, with these values the drop in infiltration capacity as a result of the entry of mineral and organic fine parts over time remains low.
  • the open-pore structure of the superstructure results in high coefficients of friction on the surface so that the ground covering is suitable as a non-slip cover for carriageways, footpaths, steps and presentation spaces and thus reduces the risk of accidents.
  • Favourable layer thicknesses for the superstructure with regard to pressure-loading capacity and good water-permeability lie between 30 and 60 mm. Of course, lower values are also possible, in which case then concessions have to be made with regard to pressure-loading capacity. Greater layer thicknesses for the superstructure only bring about slight improvements for the pressure-loading capacity and increases the costs of a ground covering. The optimum for most cases of application therefore lies in the range mentioned above.
  • the grain-size distribution is defined according to DIN 66145.
  • the parameter n amounts to at least 9 and is determined whilst disregarding 1% oversize and undersize particles in each case.
  • the binding material is preferably a two-component polyurethane binding material.
  • a two-component epoxy resin binding material or a one-component polyurethane binding material can be used in exactly the same way.
  • Two-component epoxy resin binding materials are made available, for example, by the firm of Koch Marmorit under the trade name Kryorit.
  • ground covering in accordance with the invention does not, for example, have any toxic effect at all upon mould fungi and is considered difficult to break down microbially. Nevertheless, substances that can be eluted from the ground covering can easily be broken down, as material tests have shown. As washing tests prove, there is no chemical interaction between surface water and the covering materials so that surface water that seeps through the covering can be introduced into the sewerage system in an untreated state or can safely drain off into the groundwater. Finally, the ground covering in accordance with the invention can be disposed of after its phase of use in an earth—or ballast-washing system without any negative environmental effects. Alternatively, after comminution, reuse thereof as granular material is also possible.
  • the components of the superstructure or substructure that are present as chippings or sand are to be stabilized, these are advantageously mixed with the previously homogenized binding agent in situ and laid out.
  • epoxy resin or polyurethane and hardeners are also mixed in situ and sprayed in liquid form onto the ballast surface.
  • the binding agent flows into the depths and thereby bonds the individual ballast grains or the granular material one with the other.
  • the binding materials mentioned as a result of the high binding force enable any bulk materials to be combined as a result of very good adhesion in the range of adhesive and capillary action. This additionally contributes to the static and dynamic pressure-loading capacity of the ground covering that has been mentioned. Bonding of adjacent layers of the superstructure and substructure is particularly effective for high loading capacity so that it is also possible for vehicles to drive on the ground covering.
  • the ground covering in accordance with the invention as a result of the high voidage also absorbs the sound of vehicles in a clearly better way than, for example, asphalt.
  • Particularly favourable values result in the case of a voidage of at least 45% in the superstructure.
  • the object that is set with regard to the method for producing the ground covering is achieved by means of the features of claim 15 . Accordingly, the production is effected in accordance with the following method steps:
  • FIG. 1 shows a diagrammatic cross section through a ground covering that has been applied to a substratum with a double-layer substructure
  • FIG. 2 shows a diagrammatic cross section through a ground covering that has been applied to a substratum with a three-layer substructure.
  • FIG. 1 graphically shows in a cross section the multi-layered structure of the ground covering 1 in accordance with the invention.
  • the latter has three layers, the lowest course of which, the substructure 2 , is applied to a substratum 3 .
  • the substratum 3 must first be prepared. This is dug to a frost-resistant depth of 40 to 60 cm. This digging depth is recommended so that the connection between the substructure 2 and the substratum 3 remains unaffected by the erosive effects of freeze-thaw cycling.
  • the substructure 2 itself is composed of a course of sand on the substratum side, the so-called layer of sand 4 , and the layer of ballast 5 lying on top.
  • the binding material is a two-component polyurethane binding material.
  • a two-component epoxy resin or a one-component polyurethane binding material can be used in exactly the same way.
  • the mixture is then to be processed without interruption as long as it is still deformable and has not hardened. This takes place by applying the layer of sand 4 to the substratum 3 in an as uniform and planar manner as possible.
  • the layer thickness d sand of the compacted layer of sand 4 amounts to at least 20 mm.
  • the layer of ballast 5 is applied.
  • the average grain size k ballast of the ballast in the case of the present embodiment lies in a range between 5 to 16 mm, with the average size of the undersize particles amounting to 5 mm. Uniform properties are obtained with this narrow grain-size range.
  • the ballast is mixed with binding material in order to apply the mixture as uniformly as possible to the layer of sand 4 .
  • the layer of ballast 5 is compacted with a mechanical vibrator.
  • the layer of ballast 5 then has an average layer thickness d s , of approximately 500 mm.
  • binding material in a quantity of 150 g/cm 2 is sprayed into the layer of ballast 5 that supports the superstructure 6 in order to achieve a firmer connection between the superstructure and the substructure 6 and 2 respectively.
  • the depth of penetration of the binding material amounts to approximately 150 mm. Even before the binding material hardens, a layer of mineral aggregates is applied.
  • this is a mixture of mineral aggregates that is mixed with binding material and is applied in the still deformable state.
  • the aggregates that come into consideration are selected from quartzite, granite, basalt and quartz, with coloured granite being used in the exemplary embodiment that is being described.
  • the average size of the granite grain lies in the range between 2 and 5 mm.
  • the grain-size distribution is defined according to DIN 66145 with a parameter of at least 9 and whilst disregarding 1% oversize and undersize particles in each case.
  • FIG. 2 An alternative embodiment of the ground covering 1 in accordance with the invention that can be loaded to a greater extent as a result of an additional layer of sand 4 ′ is shown in FIG. 2 .
  • the additional layer of sand 4 ′ is applied to the layer of ballast 5 and like the layer of sand 4 on the substratum side is also stabilized with binding material.
  • binding material is sprayed into the layer of ballast 5 before the layer of sand 4 ′ is applied.
  • the build-up of the superstructure 6 is effected in the same way as described for the embodiment in accordance with FIG. 1 .

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Electroluminescent Light Sources (AREA)
  • Revetment (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)
US10/597,778 2004-02-07 2005-01-14 Water-Permeable Paving and Method for Producing a Paving Abandoned US20070223998A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102004006165A DE102004006165B4 (de) 2004-02-07 2004-02-07 Wasserdurchlässiger Bodenbelag und Verfahren zur Herstellung eines Bodenbelags
DE102004006165.3 2004-02-07
PCT/DE2005/000046 WO2005075741A1 (de) 2004-02-07 2005-01-14 Wasserdurchlässiger bodenbelag und verfahren zur herstellung eines bodenbelags

Publications (1)

Publication Number Publication Date
US20070223998A1 true US20070223998A1 (en) 2007-09-27

Family

ID=34801750

Family Applications (1)

Application Number Title Priority Date Filing Date
US10/597,778 Abandoned US20070223998A1 (en) 2004-02-07 2005-01-14 Water-Permeable Paving and Method for Producing a Paving

Country Status (11)

Country Link
US (1) US20070223998A1 (ko)
EP (1) EP1716291A1 (ko)
KR (1) KR20070003914A (ko)
CN (1) CN1981090A (ko)
AU (1) AU2005211168A1 (ko)
CA (1) CA2555307A1 (ko)
DE (1) DE102004006165B4 (ko)
MX (1) MXPA06009497A (ko)
RU (1) RU2370588C2 (ko)
WO (1) WO2005075741A1 (ko)
ZA (1) ZA200607415B (ko)

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20080019770A1 (en) * 2006-07-19 2008-01-24 Shaw Lee A Aquifer replenishment system
US20080143623A1 (en) * 2006-12-16 2008-06-19 Thomson Licensing Radiating slot planar antennas
US20100112329A1 (en) * 2006-10-31 2010-05-06 Zhijian Yi Porous cement road surface made from polymer modified cement and a construction method thereof
US20100150654A1 (en) * 2006-07-19 2010-06-17 Lithocrete, Inc. Aquifer replenishment system with filter
US20100256295A1 (en) * 2007-09-14 2010-10-07 Basf Se Method for producing mineral-bearing cover layers for floor coverings
US20110230598A1 (en) * 2008-12-05 2011-09-22 Wacker Chemie Ag Pervious Concrete Composition
US20110229262A1 (en) * 2008-11-28 2011-09-22 Bridge Co., Ltd. Pavement body, method for constructing pavement body, and mold form for concrete
JP2012117236A (ja) * 2010-11-30 2012-06-21 Takenaka Komuten Co Ltd 保水性舗装及びその製造方法
CN102776821A (zh) * 2012-08-07 2012-11-14 张美玲 一种分层透水砖
US8312690B1 (en) * 2012-02-29 2012-11-20 T.B. Penick & Sons, Inc. Pervious concrete system and method of forming pervious concrete
US20140272369A1 (en) * 2013-03-14 2014-09-18 Jonathan Todd King Pervious concrete permeable grout
CN104480825A (zh) * 2014-12-03 2015-04-01 河南力新彩石建材有限公司 一种透水型胶筑透水石的施工方法
US9631088B2 (en) 2009-12-21 2017-04-25 Basf Se Composite pavement structures
WO2017121869A1 (en) * 2016-01-15 2017-07-20 Allnex Netherlands B.V. Road surfacing composition
JP2019027041A (ja) * 2017-07-26 2019-02-21 矢作建設工業株式会社 路面の処理方法
US20190177923A1 (en) * 2016-03-23 2019-06-13 Holcim Technology Ltd Concrete pavement structure comprising a concrete base layer and an elastomer improved concrete wearing layer
CN111996860A (zh) * 2020-07-21 2020-11-27 湖南砼艺市政工程建设有限公司 一种生态冷拌透水沥青构造的路面结构的施工工艺
CN112176818A (zh) * 2020-07-18 2021-01-05 王春成 一种公路工程用排水结构
US11346061B2 (en) 2019-08-29 2022-05-31 Andreas Stieglbauer Road surfacing system
CN117107633A (zh) * 2023-08-26 2023-11-24 宁波天意卓越新材料科技有限公司 一种彩色人行道的钢桥面铺装结构及其制备方法

Families Citing this family (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007039650A1 (de) 2007-08-22 2009-02-26 Henkel Ag & Co. Kgaa Verklebter Bodenbelag
DE102008019439A1 (de) 2008-04-17 2009-10-22 Henkel Ag & Co. Kgaa Verfahren zum Verkleben von Granulaten
DE102008030954A1 (de) 2008-07-02 2010-01-14 Kohlstadt, Hans-Peter Wasserdurchlässiger, befahrbarer mehrschichtiger Bodenbelag und seine Herstellung
DE202008008740U1 (de) 2008-07-02 2008-09-04 Kohlstadt, Hans-Peter Wasserdurchlässiger, befahrbarer mehrschichtiger Bodenbelag
DE202008010793U1 (de) 2008-08-05 2008-10-16 Kohlstadt, Hans-Peter Sanierung eines wasserdurchlässigen, befahrbaren mehrschichtigen Bodenbelages mit Rissen
DE102008039595A1 (de) 2008-08-25 2010-03-04 Kohlstadt, Hans-Peter Sanierung eines wasserdurchlässigen, befahrbaren mehrschichtigen Bodenbelages mit Rissen
CA2691669A1 (en) * 2010-02-01 2011-08-01 Chris Andersen Road mat
CN102465483B (zh) * 2010-11-01 2013-12-25 华中农业大学 人行道侧渗流带
BE1021351B1 (nl) * 2014-10-20 2015-11-05 Green Road Nv Werkwijze en samenstelling voor het aanleggen van een ecologische, waterdoorlaatbare oppervlakteverharding
CN104452583B (zh) * 2014-11-04 2016-04-06 江苏中路工程技术研究院有限公司 复合抗滑磨耗层、制备方法及用途
RU2651733C1 (ru) * 2016-12-02 2018-04-23 Акционерное общество "ОргСинтезРесурс" Вяжущее для пролива конструктивных слоев транспортного сооружения и способ его использования для устройства транспортного сооружения
CN108265582A (zh) * 2016-12-30 2018-07-10 上海美潘新材料科技有限公司 透水混凝土配置方法
CN106884364A (zh) * 2017-04-20 2017-06-23 北京市政路桥建材集团有限公司 一种快速施工的水泥混凝土桥面防水粘结层及其施工方法
DE202017002433U1 (de) * 2017-05-06 2018-08-07 Karl Kortmann Bausatz mit Betonelementen
CN109183558A (zh) * 2018-09-14 2019-01-11 北京城建十六建筑工程有限责任公司 一种人行步道、其层料的制备方法及其施工方法
RU2728622C1 (ru) * 2020-01-16 2020-07-30 Евгений Евгеньевич Усов Способ получения покрытия дорожек с эффектом дренажа
DE102022120632A1 (de) 2022-08-16 2024-02-22 Lutz Weiler Fahrbahn- oder Gehwegbelag und Verfahren zu dessen Herstellung

Citations (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3687021A (en) * 1970-02-24 1972-08-29 Billy R Hensley Vertically draining flat structures
US3690227A (en) * 1970-07-14 1972-09-12 Lloyd G Welty Frictional self-draining structure
US3732791A (en) * 1967-07-27 1973-05-15 Basf Ag Pavement and railroad bed construction with light concrete sub-layer
US3870422A (en) * 1974-06-07 1975-03-11 Medico Christine Porous pavement
US4523755A (en) * 1981-05-28 1985-06-18 Egon Turba Surface for sports areas, particularly tennis courts, and its manufacture
US4708516A (en) * 1984-06-22 1987-11-24 Miller E James Asphalt pavement
US4797026A (en) * 1984-05-09 1989-01-10 The United States Of America As Represented By The Secretary Of The Army Expandable sand-grid for stabilizing an undersurface
US4826350A (en) * 1987-03-07 1989-05-02 Nisshoku Corporation Method for constructing water-permeable sports surface and the like
US5282691A (en) * 1990-10-24 1994-02-01 Fibrescreed Limited Structural material and drain
US5460649A (en) * 1994-06-06 1995-10-24 Strassman; David R. Fiber-reinforced rubber asphalt composition
US5511899A (en) * 1995-02-03 1996-04-30 Greater Lebanon Refuse Authority Light duty roadway surface from recycled waste asphalt roofing shingle materials
US5788407A (en) * 1995-05-01 1998-08-04 Hwang; Ik Hyun Paving method of water-permeable concrete
US6158920A (en) * 1996-03-28 2000-12-12 Total Raffinage Distribution S.A. Roadway structure made from rigid materials
US20040067103A1 (en) * 2001-04-06 2004-04-08 Peter Hart Reinforced permeable paving structure
US6766817B2 (en) * 2001-07-25 2004-07-27 Tubarc Technologies, Llc Fluid conduction utilizing a reversible unsaturated siphon with tubarc porosity action
US7351004B2 (en) * 2006-07-19 2008-04-01 Shaw & Sons, Inc. Aquifer replenishment system

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT318693B (de) * 1973-06-08 1974-11-11 Chemie Linz Ag Verfahren zur Verhinderung eines Wassertransportes aus tieferen Bodenschichten zur Eisgrenze in frostgefährdeten Böden
ES2034541T3 (es) * 1988-09-07 1993-04-01 Hanne Hofmann-Jeckel Recubrimiento para pistas de tenis.
JP2864078B2 (ja) * 1992-09-07 1999-03-03 信越化学工業株式会社 道路等の敷設方法
DE19605990C2 (de) * 1996-02-16 1999-11-04 Gisbert Trawny Verfahren zum Herstellen eines Bodenbelags, insbesondere Wegebelags, sowie Bodenbelag
DE19622852A1 (de) * 1996-05-19 1997-11-20 Helmut Fischer Flächenbefestigung mit Körnungsausfallsand und Polybutadienöl
DE19651748A1 (de) * 1996-12-12 1998-06-18 Claus Dieter Ihle Verfahren zur Herstellung und/oder dessen Vorfertigung eines drainagefähigen Schüttgutbelages und/oder Bauelementes für den Bahn-, Straßen- und Wegebau und Hoch- und Tiefbau
DE19720006C2 (de) * 1997-05-13 2002-06-13 Willibald Hergeth Bodenbelag und Decke für Sportplätze
DE19733588A1 (de) * 1997-08-02 1999-02-18 Koch Marmorit Gmbh Verfahren zur Herstellung von wasserdurchlässigen Belägen und Vorrichtung zur Durchführung desselben
DE19757746A1 (de) * 1997-12-23 1999-06-24 Quarz Color Steidle Baustoff G Außenbelag mit wasserdurchlässigen Eigenschaften
DE29816625U1 (de) * 1998-09-16 1998-12-10 Amberger Kaolinwerke Eduard Ki Bauelemente zum Belegen von Flächen
DE10004944A1 (de) * 1999-04-06 2000-12-28 Theelen Joerg Versickerungssystem
AT4413U1 (de) * 2000-06-13 2001-07-25 Kleinhagauer Manfred Köder für den fischfang

Patent Citations (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3732791A (en) * 1967-07-27 1973-05-15 Basf Ag Pavement and railroad bed construction with light concrete sub-layer
US3687021A (en) * 1970-02-24 1972-08-29 Billy R Hensley Vertically draining flat structures
US3690227A (en) * 1970-07-14 1972-09-12 Lloyd G Welty Frictional self-draining structure
US3870422A (en) * 1974-06-07 1975-03-11 Medico Christine Porous pavement
US4523755A (en) * 1981-05-28 1985-06-18 Egon Turba Surface for sports areas, particularly tennis courts, and its manufacture
US4797026A (en) * 1984-05-09 1989-01-10 The United States Of America As Represented By The Secretary Of The Army Expandable sand-grid for stabilizing an undersurface
US4708516A (en) * 1984-06-22 1987-11-24 Miller E James Asphalt pavement
US4826350A (en) * 1987-03-07 1989-05-02 Nisshoku Corporation Method for constructing water-permeable sports surface and the like
US5282691A (en) * 1990-10-24 1994-02-01 Fibrescreed Limited Structural material and drain
US5460649A (en) * 1994-06-06 1995-10-24 Strassman; David R. Fiber-reinforced rubber asphalt composition
US5511899A (en) * 1995-02-03 1996-04-30 Greater Lebanon Refuse Authority Light duty roadway surface from recycled waste asphalt roofing shingle materials
US5788407A (en) * 1995-05-01 1998-08-04 Hwang; Ik Hyun Paving method of water-permeable concrete
US6158920A (en) * 1996-03-28 2000-12-12 Total Raffinage Distribution S.A. Roadway structure made from rigid materials
US20040067103A1 (en) * 2001-04-06 2004-04-08 Peter Hart Reinforced permeable paving structure
US6766817B2 (en) * 2001-07-25 2004-07-27 Tubarc Technologies, Llc Fluid conduction utilizing a reversible unsaturated siphon with tubarc porosity action
US7351004B2 (en) * 2006-07-19 2008-04-01 Shaw & Sons, Inc. Aquifer replenishment system

Cited By (35)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8162563B2 (en) 2006-07-19 2012-04-24 Oceansafe Llc Aquifer replenishment system with filter
US20080159811A1 (en) * 2006-07-19 2008-07-03 Shaw & Sons, Inc. Aquifer replenishment system
US20080019770A1 (en) * 2006-07-19 2008-01-24 Shaw Lee A Aquifer replenishment system
US7351004B2 (en) * 2006-07-19 2008-04-01 Shaw & Sons, Inc. Aquifer replenishment system
US20100150654A1 (en) * 2006-07-19 2010-06-17 Lithocrete, Inc. Aquifer replenishment system with filter
US20090190998A1 (en) * 2006-07-19 2009-07-30 Shaw Lee A Aquifer Replenishment System
US7575394B2 (en) 2006-07-19 2009-08-18 Lithocrete, Inc. Aquifer replenishment system
US20090214296A1 (en) * 2006-07-19 2009-08-27 Shaw Lee A Aquifer Replenishment System
US7651293B2 (en) 2006-07-19 2010-01-26 Shaw Lee A Aquifer replenishment system
US7699557B2 (en) 2006-07-19 2010-04-20 Lithocrete, Inc. Aquifer replenishment system
US20080124176A1 (en) * 2006-07-19 2008-05-29 Shaw & Sons, Inc. Aquifer replenishment system
US20100112329A1 (en) * 2006-10-31 2010-05-06 Zhijian Yi Porous cement road surface made from polymer modified cement and a construction method thereof
US8470437B2 (en) 2006-10-31 2013-06-25 Zhijian Yi Porous cement road surface made from polymer modified cement and a construction method thereof
US20080143623A1 (en) * 2006-12-16 2008-06-19 Thomson Licensing Radiating slot planar antennas
US20100256295A1 (en) * 2007-09-14 2010-10-07 Basf Se Method for producing mineral-bearing cover layers for floor coverings
US20110229262A1 (en) * 2008-11-28 2011-09-22 Bridge Co., Ltd. Pavement body, method for constructing pavement body, and mold form for concrete
US20110230598A1 (en) * 2008-12-05 2011-09-22 Wacker Chemie Ag Pervious Concrete Composition
US9670094B2 (en) 2008-12-05 2017-06-06 Wacker Chemie Ag Pervious concrete composition
US9631088B2 (en) 2009-12-21 2017-04-25 Basf Se Composite pavement structures
US10480128B2 (en) 2009-12-21 2019-11-19 Basf Se Composite pavement structures
US9850625B2 (en) * 2009-12-21 2017-12-26 Basf Se Composite pavement structures
JP2012117236A (ja) * 2010-11-30 2012-06-21 Takenaka Komuten Co Ltd 保水性舗装及びその製造方法
US8312690B1 (en) * 2012-02-29 2012-11-20 T.B. Penick & Sons, Inc. Pervious concrete system and method of forming pervious concrete
CN102776821A (zh) * 2012-08-07 2012-11-14 张美玲 一种分层透水砖
US20140272369A1 (en) * 2013-03-14 2014-09-18 Jonathan Todd King Pervious concrete permeable grout
CN104480825A (zh) * 2014-12-03 2015-04-01 河南力新彩石建材有限公司 一种透水型胶筑透水石的施工方法
WO2017121869A1 (en) * 2016-01-15 2017-07-20 Allnex Netherlands B.V. Road surfacing composition
US20190177923A1 (en) * 2016-03-23 2019-06-13 Holcim Technology Ltd Concrete pavement structure comprising a concrete base layer and an elastomer improved concrete wearing layer
US10815624B2 (en) * 2016-03-23 2020-10-27 Holcim Technology Ltd Concrete pavement structure comprising a concrete base layer and an elastomer improved concrete wearing layer
JP2019027041A (ja) * 2017-07-26 2019-02-21 矢作建設工業株式会社 路面の処理方法
JP7095959B2 (ja) 2017-07-26 2022-07-05 矢作建設工業株式会社 路面の処理方法
US11346061B2 (en) 2019-08-29 2022-05-31 Andreas Stieglbauer Road surfacing system
CN112176818A (zh) * 2020-07-18 2021-01-05 王春成 一种公路工程用排水结构
CN111996860A (zh) * 2020-07-21 2020-11-27 湖南砼艺市政工程建设有限公司 一种生态冷拌透水沥青构造的路面结构的施工工艺
CN117107633A (zh) * 2023-08-26 2023-11-24 宁波天意卓越新材料科技有限公司 一种彩色人行道的钢桥面铺装结构及其制备方法

Also Published As

Publication number Publication date
KR20070003914A (ko) 2007-01-05
RU2006132178A (ru) 2008-03-20
EP1716291A1 (de) 2006-11-02
CN1981090A (zh) 2007-06-13
AU2005211168A2 (en) 2005-08-18
RU2370588C2 (ru) 2009-10-20
WO2005075741A1 (de) 2005-08-18
ZA200607415B (en) 2007-12-27
AU2005211168A1 (en) 2005-08-18
CA2555307A1 (en) 2005-08-18
MXPA06009497A (es) 2007-08-02
DE102004006165B4 (de) 2007-01-18
DE102004006165A1 (de) 2005-08-25

Similar Documents

Publication Publication Date Title
US20070223998A1 (en) Water-Permeable Paving and Method for Producing a Paving
AM et al. Development of high quality pervious concrete specifications for Maryland conditions.
US11479506B2 (en) Dry mix and concrete composition containing bed ash and related methods
US20090038511A1 (en) Carriageway and ground surfacing for carriageways
WO2007026977A1 (en) Soil rock layer's composition, constructing method thereof and road construction method thereby
KR102044882B1 (ko) 차세대 포장 단면과 향상된 내구성을 갖는 도로 포장 방법
GB2142329A (en) Road-surfacing material
KR100698587B1 (ko) 개량형 포장체
CZ30843U1 (cs) Podkladová vrstva inženýrské konstrukce
KR100907751B1 (ko) 콩자갈을 이용한 포장방법
JPH0648805A (ja) 透水コンクリート
JP2000178910A (ja) 舗装構造
EP0795059B1 (en) A method of providing a road surface with an overlay
JPH0336961B2 (ko)
JP3210214B2 (ja) 舗装修正材
JP5711781B2 (ja) 透水性舗装及びその施工方法
KR101240533B1 (ko) 자전거도로 구조
JP2000169720A (ja) 水中施工に適するアスファルト混合物及び施工装置
KR950008588B1 (ko) 포장용 다공성 유색 투수팔트 및 이의 포장방법
KR20090091989A (ko) 단입도 골재를 사용하여 배수성능을 부여한 배수성모르타르 및 그 제조방법
SK500512014A3 (sk) Podkladová vrstva inžinierskej konštrukcie a sposob jej vytvorenia
KR20020068788A (ko) 생명수를 저장하는 탄성체 투수콘크리트 포장방법
SK288745B6 (sk) Podkladová vrstva inžinierskej konštrukcie a spôsob jej vytvorenia
KR20080012839A (ko) 차도 및 차도를 위한 지반 포장
JPH0761850A (ja) 透水性コンクリート

Legal Events

Date Code Title Description
AS Assignment

Owner name: TERRAELAST AG, GERMANY

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:HARTENBURG, ROGER;REEL/FRAME:018814/0608

Effective date: 20070115

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION