EP2357280A2 - Revêtement pour chaussée dotée d'un revêtement de chaussée poreux - Google Patents
Revêtement pour chaussée dotée d'un revêtement de chaussée poreux Download PDFInfo
- Publication number
- EP2357280A2 EP2357280A2 EP10159894A EP10159894A EP2357280A2 EP 2357280 A2 EP2357280 A2 EP 2357280A2 EP 10159894 A EP10159894 A EP 10159894A EP 10159894 A EP10159894 A EP 10159894A EP 2357280 A2 EP2357280 A2 EP 2357280A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- blanket according
- filler
- reaction resin
- bitumen
- road surface
- 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.)
- Granted
Links
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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
- 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
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/35—Toppings or surface dressings; Methods of mixing, impregnating, or spreading them
- E01C7/356—Toppings or surface dressings; Methods of mixing, impregnating, or spreading them with exclusively synthetic resin as a binder; Aggregate, fillers or other additives for application on or in the surface of toppings having exclusively synthetic resin as binder
Definitions
- the invention relates to a ceiling for roadways with a water-permeable road surface, wherein the road is understood to be the unit of a water-impermeable substructure and the road surface. Between the road surface and the substructure is a wasseraus whyde binder layer, which absorbs water after passing through the open-pored road surface in a laterally mounted drainage and dissipates.
- an open-pored asphalt As an open-pored road surface, an open-pored asphalt (OPA) is known.
- OPA open-pored asphalt
- a known OPA has a support framework, which is composed of dried fine and / or coarse aggregates and glued with 3.5 to 7.5 M .-% bitumen or polymer bitumen, that in the mix a volume of interconnected pores between 15 and 25 vol .-% remains.
- the open porosity offers a good water absorption capacity as well as a Schalischluckcut.
- the road surface consists of a porous framework of aggregates and bitumen or polymer bitumen as a binder and the porous supporting framework solidifying, open-pored reaction resin surface with an interspersed sand and / or coarse aggregates of different petrographic nature.
- the porous shoring corresponds to that of a conventional open-pored asphalt (OPA).
- OPA open-pored asphalt
- this OPA is combined with an open-cell reaction resin surface which solidifies it and which is supplemented by a layer of interspersed sand and / or coarse aggregates of different petrographic nature.
- the latter means that they are natural and / or industrially produced aggregates such as bauxite.
- the blanket according to the invention therefore consists of a water-impermeable base on which a water-conducting binder layer is applied, on which then the water-permeable road surface is applied, which consists of the special combination of the layers described.
- the porous support structure is composed of dried fine and / or coarse aggregates and glued with 3.5 to 7.5 M .-% bitumen or polymer bitumen.
- the bitumen or polymer bitumen has an increased viscosity during processing so that it does not simply drain down through the porous support structure.
- fibers can be added to the binder, such as cellulose fibers or rubber fibers.
- the porous support framework modified from that of a conventional open-pored asphalt, may have a volume of interconnected pores between 15 and 32% by volume. According to this embodiment, the porous support structure of the blanket according to the invention is therefore provided with a greater porosity than a conventional OPA, which may have a porosity of up to 25% by volume.
- the reaction resin which forms the open-pore reaction resin surface has an increased viscosity in the range of 1 to 10 Pa ⁇ s for processing. Particularly preferred is the range between 1 to 7 Pa ⁇ s. The higher the viscosity, the less resin runs into the lower cavities of the porous support framework.
- the reaction resin preferably has a filler content of 0 to 70% by mass, preferably 0 to 10% by mass.
- Suitable fillers for the reaction resin are preferably barium sulfate, calcium carbonate, phyllosilicates (such as talc or mica), silica, alumina, diatomaceous earth, magnesium silicate or organic and inorganic fibers.
- quartz sand with a grain size of up to 0.4 mm can also be used.
- reaction resin various two-component resins come into consideration.
- an epoxy resin alternatively polyurethane, alternatively polymethyl methacrylate, alternatively polyester, alternatively polyurea or alternatively organomodified silicate.
- the scattering into the (not yet cured) reaction resin may advantageously consist of particles with grain sizes in the range of 1 to 10 mm, preferably 2 to 5 mm, particularly preferably 1 to 3 mm.
- the invention will be explained in more detail with reference to the single drawing figure.
- the single drawing figure shows a cross section through the ceiling according to the invention for roadways.
- a water-conducting binder layer 2 is applied on a substructure 1, such as asphalt. This has the task to collect water, which has passed through the water-permeable road surface, and drain it in a drainage.
- the road surface consists of a porous support frame 4 and a binder 3 (bitumen or polymer modified bitumen), which adheres the aggregates together.
- the production of the framework takes place in a hot mixing process in asphalt mixing plants.
- the installation of the support frame on the substructure 1 is usually carried out by machine at temperatures of 100 ° C to 180 ° C or by hand. This is followed by a technical asphalt compaction by machine rolling.
- the solidifying reaction resin 5 is applied to the surface, combined manually and / or mechanically by spraying or casting. So that the reaction resin does not pass through the pores flows out in the support frame 4, it has the above-indicated viscosities during processing.
- the application rate of the reaction resin is 0.7 to 2 kg / m 2 , depending on the substrate.
- an interspray 6 of sand and / or coarse aggregates having grain sizes in the range of 1 to 10 mm is introduced into the uncured reaction resin surface 5, preferably in an amount of 6 to 10 kg / m 2 , after which it is rolled becomes. Loose aggregates are sucked off after curing of the reaction resin.
- the temperature of the abrasive material should be 5 ° C to 120 ° C, preferably 5 ° C to 40 ° C or 80 ° to 120 ° C.
- the heated bedding material lowers the viscosity of the underlying reaction resin, which is partially removed capillary from the cavities of the OPA.
- the result of the invention is a pavement for lanes with a water-permeable road surface with very good sound-absorbing properties, high grip and minimization potential in spray formation, which retains its positive properties over a longer period of time than a conventional OPA.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE201010002061 DE102010002061A1 (de) | 2010-02-17 | 2010-02-17 | Decke für Fahrbahnen mit wasserdurchlässigem Fahrbahnbelag |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| EP2357280A2 true EP2357280A2 (fr) | 2011-08-17 |
| EP2357280A3 EP2357280A3 (fr) | 2014-09-10 |
| EP2357280B1 EP2357280B1 (fr) | 2015-07-22 |
Family
ID=44016700
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP10159894.4A Active EP2357280B1 (fr) | 2010-02-17 | 2010-04-14 | Revêtement pour chaussée dotée d'un revêtement de chaussée poreux |
Country Status (2)
| Country | Link |
|---|---|
| EP (1) | EP2357280B1 (fr) |
| DE (1) | DE102010002061A1 (fr) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103955560A (zh) * | 2014-04-03 | 2014-07-30 | 华南理工大学 | 一种分析车轮沙石路面行驶性能的离散元路面更替法 |
| WO2017121869A1 (fr) * | 2016-01-15 | 2017-07-20 | Allnex Netherlands B.V. | Composition pour revêtement routier |
| CN107227669A (zh) * | 2016-03-23 | 2017-10-03 | 上海建冶科技工程股份有限公司 | 彩色防滑路面的施工方法 |
| CN111519490A (zh) * | 2020-04-26 | 2020-08-11 | 山东省高速路桥养护有限公司 | 一种精细抗滑封层的施工方法 |
| CN112267342A (zh) * | 2020-10-09 | 2021-01-26 | 江苏广宇协同科技发展研究院有限公司 | 一种环氧沥青钢桥面用大孔隙碎石环氧灌浆修补结构 |
| EP4033029A1 (fr) | 2021-01-26 | 2022-07-27 | Heijmans N.V. | Procédé d'application d'une couche supérieure comprenant du bitume et des gravillons sur un substrat |
| CN116145497A (zh) * | 2023-03-22 | 2023-05-23 | 交通运输部公路科学研究院 | 一种自清孔耐久型排水路面结构及其铺设方法 |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102013008362A1 (de) * | 2013-05-16 | 2014-11-20 | Rheinisch-Westfälische Technische Hochschule Aachen | Belag eines Verkehrsweges und Verfahren zu dessen Herstellung |
| FR3143637B1 (fr) * | 2022-12-15 | 2025-05-02 | Vinci Construction | Enrobes permeables obtenus par remplissage des vides communicants d’un enrobe ouvert avec un materiau permeable constitue de sable |
Family Cites Families (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1409828A1 (de) * | 1960-02-17 | 1968-11-07 | Rock Fabricates And Mining Cor | Verfahren zur Herstellung zusammengesetzter Oberflaechenschichten |
| NL128677C (fr) * | 1964-06-16 | |||
| CH569151A5 (en) * | 1972-10-02 | 1975-11-14 | Welty Lloyd G | High friction self-draining structure - having solid base layer and resin bonded particulate upper layer |
| DE3632620A1 (de) * | 1986-09-25 | 1988-04-07 | Deutag Mischwerke Gmbh | Geraeuschmindernde strassendecke |
| DE4022877A1 (de) * | 1990-07-18 | 1992-01-23 | Kraiburg Gummi | Verfahren zur verbesserung der haftung von textilmaterialien an bitumen |
| JP3196038B2 (ja) * | 1991-11-07 | 2001-08-06 | 秀晴 長田 | 道路の舗装方法 |
| DE4416836A1 (de) * | 1994-05-13 | 1995-11-16 | Hilti Ag | Befahrbare und begehbare Beschichtungen |
| DE19522091C2 (de) * | 1995-06-19 | 1999-08-19 | Pfister | Wasser- und gasdurchlässige Wege- und Flächenbefestigung hergestellt aus einer Mischung aus körnigen Zuschlagstoffen, Bindemitteln und faserförmigen Materialien bestehenden Mischung und Verfahren zur Herstellung dieser Flächenbefestigung |
| DE29518977U1 (de) * | 1995-11-30 | 1996-02-01 | Eickenroth, Hans-Dieter, 72108 Rottenburg | Kunststoff-Partikel enthaltender Drainage-Belag |
| FR2768162B3 (fr) * | 1997-09-08 | 1999-07-16 | Saada Sa | Structure de chaussee poreuse |
| AU2002325922A1 (en) * | 2001-07-27 | 2003-02-17 | Amo Asphalt-Mischwerke Oberfranken Gmbh And Co | Asphalt for floor coverings |
| DE102007039650A1 (de) * | 2007-08-22 | 2009-02-26 | Henkel Ag & Co. Kgaa | Verklebter Bodenbelag |
| NL1035699C2 (nl) * | 2008-07-14 | 2010-01-18 | Janssen De Jong Infra B V | Werkwijze voor het versterken van een poreuze laag asfaltbeton als deklaag van een wegdek. |
-
2010
- 2010-02-17 DE DE201010002061 patent/DE102010002061A1/de not_active Withdrawn
- 2010-04-14 EP EP10159894.4A patent/EP2357280B1/fr active Active
Non-Patent Citations (1)
| Title |
|---|
| None |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103955560A (zh) * | 2014-04-03 | 2014-07-30 | 华南理工大学 | 一种分析车轮沙石路面行驶性能的离散元路面更替法 |
| CN103955560B (zh) * | 2014-04-03 | 2017-05-31 | 华南理工大学 | 一种分析车轮沙石路面行驶性能的离散元路面更替法 |
| WO2017121869A1 (fr) * | 2016-01-15 | 2017-07-20 | Allnex Netherlands B.V. | Composition pour revêtement routier |
| CN107227669A (zh) * | 2016-03-23 | 2017-10-03 | 上海建冶科技工程股份有限公司 | 彩色防滑路面的施工方法 |
| CN111519490A (zh) * | 2020-04-26 | 2020-08-11 | 山东省高速路桥养护有限公司 | 一种精细抗滑封层的施工方法 |
| CN112267342A (zh) * | 2020-10-09 | 2021-01-26 | 江苏广宇协同科技发展研究院有限公司 | 一种环氧沥青钢桥面用大孔隙碎石环氧灌浆修补结构 |
| EP4033029A1 (fr) | 2021-01-26 | 2022-07-27 | Heijmans N.V. | Procédé d'application d'une couche supérieure comprenant du bitume et des gravillons sur un substrat |
| EP4033028A1 (fr) | 2021-01-26 | 2022-07-27 | Heijmans N.V. | Procédé d'application d'une couche supérieure comprenant du bitume et des gravillons sur un substrat |
| CN116145497A (zh) * | 2023-03-22 | 2023-05-23 | 交通运输部公路科学研究院 | 一种自清孔耐久型排水路面结构及其铺设方法 |
Also Published As
| Publication number | Publication date |
|---|---|
| DE102010002061A1 (de) | 2011-08-18 |
| EP2357280A3 (fr) | 2014-09-10 |
| EP2357280B1 (fr) | 2015-07-22 |
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