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EP1115793A1 - Emulsion de bitume et de resine chargee pour revetement routier - Google Patents

Emulsion de bitume et de resine chargee pour revetement routier

Info

Publication number
EP1115793A1
EP1115793A1 EP00949645A EP00949645A EP1115793A1 EP 1115793 A1 EP1115793 A1 EP 1115793A1 EP 00949645 A EP00949645 A EP 00949645A EP 00949645 A EP00949645 A EP 00949645A EP 1115793 A1 EP1115793 A1 EP 1115793A1
Authority
EP
European Patent Office
Prior art keywords
emulsion
resin
filler
composite
emulsion according
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.)
Withdrawn
Application number
EP00949645A
Other languages
German (de)
English (en)
French (fr)
Inventor
Graziella Durand
Eric Godard
Jean-François GAL
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.)
Colas SA
Original Assignee
Colas SA
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 Colas SA filed Critical Colas SA
Publication of EP1115793A1 publication Critical patent/EP1115793A1/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/35Toppings or surface dressings; Methods of mixing, impregnating, or spreading them
    • E01C7/358Toppings or surface dressings; Methods of mixing, impregnating, or spreading them with a combination of two or more binders according to groups E01C7/351 - E01C7/356
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L95/00Compositions of bituminous materials, e.g. asphalt, tar, pitch
    • C08L95/005Aqueous compositions, e.g. emulsions
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09DCOATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
    • C09D195/00Coating compositions based on bituminous materials, e.g. asphalt, tar, pitch
    • C09D195/005Aqueous compositions, e.g. emulsions
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L63/00Compositions of epoxy resins; Compositions of derivatives of epoxy resins

Definitions

  • the present invention relates to a loaded composite emulsion based on a bituminous binder and one or more resin (s) for road surface protection layer against attack by petroleum derivatives.
  • the invention therefore has applications in civil and military engineering.
  • materials which have been soluble in organic solvents have hitherto been used, which gives the coating thus formed poor resistance to kerosene, organic oils, and hydrocarbons in general.
  • the road surface layers are susceptible to receiving such substances which damage them. It is therefore desirable to use materials which give the resulting coatings excellent chemical resistance to organic oils, kerosene and hydrocarbons in general, in particular for road coatings, industrial floors, parking lots, garages at service stations, airport runways, etc.
  • toxic products are meant in the present invention, a product which, by the carcinogenic substances which it contains, must be subjected to classification and labeling according to the regulations in force at present in France.
  • patent EP-231,417 describes an epoxy resin mixed with a bitumen emulsion and a crosslinking agent to improve its permeability to water vapor and its adhesion to metal.
  • it is a composition intended to modify the characteristics of the resin, which is in pasty, non-emulsified form and therefore difficult to manipulate.
  • Application FR-A-2,366,342 proposes a composition having the same constraints.
  • EP-695,788 belonging to the applicant, a composite emulsion giving a coating formed excellent chemical resistance to organic oils, kerosene and hydrocarbons in general, having no toxicity, neither during manufacture, nor during of its application, nor during the duration of its service, and free of solvent and any other substance likely to harm the environment.
  • This composite emulsion can be applied cold to a traffic surface on site.
  • This composite emulsion for surface layer or circulation surface is produced from a first emulsion comprising a bituminous binder and a crosslinking agent and a second emulsion comprising a resin.
  • the bituminous binder and the resin are therefore each used in the form of an emulsion in water.
  • the present invention proposes to remedy these drawbacks by means of a bitumen / resin composite emulsion for a surface protection layer for road surfaces against attacks by petroleum derivatives produced from the mixture of a first emulsion comprising at least one resin with a second. emulsion comprising a bituminous binder and a resin crosslinking agent.
  • This type of protection is also called A.K.
  • the composite emulsion further comprises a filler, said filler comprising individually or in combination at least one of the following elements defined by standard XP P 18-540:
  • combination corresponds to all possible mixtures of the three charge elements.
  • the filler is mineral.
  • the filler is siliceous.
  • the rate of the charge is between 10 and 90% by weight in the charged composite emulsion.
  • the rate of the charge is preferably between 25 and 50% by weight in the charged composite emulsion.
  • the charge rate is optimized at 35% plus or minus 5% by weight in the charged composite emulsion.
  • the filler is incorporated into the emulsion comprising the bituminous binder.
  • the filler is incorporated into the emulsion comprising resin.
  • the filler is incorporated into the composite emulsion.
  • the loaded composite emulsion further comprises a pigment preparation.
  • the pigment preparation is a liquid, solid or pasty coloring product and preferably of dark coloring.
  • the rate of the pigment preparation is between 0.05 and 2% by weight, the percentage being calculated relative to the composite emulsion loaded outside the weight of the load.
  • the coloring product is incorporated into the emulsion comprising the bituminous binder.
  • the coloring product is incorporated into the emulsion comprising resin.
  • the coloring product is incorporated into the filler.
  • the coloring product is incorporated into the composite emulsion.
  • the resin is of the epoxy type.
  • the resin is chosen from liquid epoxy resins and solid emulsified epoxy resins. - one or more resins with known rheological properties are used in the emulsion comprising resin to adjust the rheological behavior of the loaded composite emulsion.
  • one or more liquid resins are associated with one or more solid resins in the emulsion comprising resin.
  • one or more solid emulsified epoxy resins are used in the emulsion comprising resin.
  • the crosslinking agent is in excess relative to the stoichiometry in the emulsion comprising the bituminous binder.
  • the crosslinking agent is introduced at a rate of 1.7 to 1.1 times relative to the stoichiometry.
  • the crosslinking is fully ensured compared to the case where the crosslinking agent is provided in a stoichiometric ratio. Indeed, part of the crosslinking agent is made inactive to ensure crosslinking because it is trapped by the other constituents of the loaded composite emulsion.
  • the percentage of resin in the emulsion containing resin can reach 80% by weight.
  • the percentage of resin in the emulsion comprising the resin is preferably between 50% and 80% by weight.
  • the loaded composite emulsion is used for producing a thin film type surface coating produced in one or more layers.
  • each new layer can only be applied after drying and polymerization of the previous layer.
  • the thickness of a layer is between 0.1 and 2 mm.
  • the thickness of a layer is preferably between 0.5 and 1.2 mm.
  • the loaded composite emulsion is used at a rate of 500 g / m 2 to 1 kg / m 2 ; - several fillers are used;
  • Bituminous binder is understood to mean a binder, either consisting of bitumen alone, or modified by the addition of a polymer, or fluidized by an oil. This term is retained when a crosslinking agent is incorporated into this product.
  • the term “resin” denotes any chemical entity which, by reaction with an appropriate crosslinking agent, leads to the production of a three-dimensional molecular network. These are two-component systems. They are chosen so that this system is active at room temperature. Of course, the nature of the crosslinking agent depends on the nature of the resin used. These resins are epoxy type resins.
  • Epoxy type resins are liquid or solid resins.
  • these are linear epoxy resins. They are conventionally obtained by polycondensation in an alkaline medium of a bisphenol A or F derivative and of epichlorohydrin. This derivative is preferably diglicydylether of bisphenol A.
  • Softer epoxy resins can be obtained from polyglycol derivatives. It is also possible, within the framework of the invention, to use a mixture of two or more different epoxy resins. These epoxy functional resins react with a chemical compound which is an amino functional crosslinking agent; this reaction takes place at room temperature (10 ° C ⁇ t o ⁇ 60 ° C).
  • the stoichiometry for the crosslinking reaction with the epoxy resin and the crosslinking agent corresponds to bringing the epoxy function of the resin into contact with an active hydrogen of the crosslinking agent.
  • the loaded composite emulsion has better behavior against environmental cycles because it has a reduced coefficient of thermal expansion. It has mechanical resistance to improved traffic. It has a lower manufacturing and implementation cost. It is more manageable because the polymerization time is extended, which lengthens the period of workability. Finally, it is simple to use, the end user only having to mix two products, or even three products in the case where the filler is not additive beforehand in one of the two emulsions. In the latter case, the two emulsions are sufficiently fluid to be pumped separately.
  • FIG. 1 represents the results of a comparative test.
  • a thin protective film is produced placed on a bituminous mix or any other support to be protected against chemical attack.
  • the products necessary for producing the thin film are in the form of a kit for three components which are the two emulsions and the filler.
  • the loaded composite emulsion is produced by mixing a first emulsion comprising the bituminous binder and the crosslinking agent with a second emulsion comprising resin and with the filler. After application in a layer of the loaded composite emulsion and chemical reaction (crosslinking), a protection of 0.1 to 2 mm thick depending on the dosage is obtained. The protection is intended to prevent contact between an aggressive agent and the underlying coating.
  • a comparative test was carried out in order to compare the resistance of a composite emulsion loaded according to the invention and an emulsion of coal pitch with a protective vocation AK
  • a first group of plates in duralumin® was covered by the emulsion of the invention and a second group by the coal pitch.
  • the plates were placed for 4 and 48 hours in kerosene and the mass loss was measured.
  • the following graph gives the value of the mass loss in%. It can be seen that the emulsion according to the invention has a much higher resistance.
  • curve E corresponds to the emulsion of the invention and curve B to pitch.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Organic Chemistry (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Materials Engineering (AREA)
  • Medicinal Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Health & Medical Sciences (AREA)
  • Polymers & Plastics (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Road Paving Structures (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Paints Or Removers (AREA)
EP00949645A 1999-07-05 2000-07-05 Emulsion de bitume et de resine chargee pour revetement routier Withdrawn EP1115793A1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR9908658A FR2796075B1 (fr) 1999-07-05 1999-07-05 Emulsion de bitume et de resine chargee pour revetement routier
FR9908658 1999-07-05
PCT/FR2000/001934 WO2001002491A1 (fr) 1999-07-05 2000-07-05 Emulsion de bitume et de resine chargee pour revetement routier

Publications (1)

Publication Number Publication Date
EP1115793A1 true EP1115793A1 (fr) 2001-07-18

Family

ID=9547723

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00949645A Withdrawn EP1115793A1 (fr) 1999-07-05 2000-07-05 Emulsion de bitume et de resine chargee pour revetement routier

Country Status (11)

Country Link
US (1) US6559206B1 (sk)
EP (1) EP1115793A1 (sk)
JP (1) JP2003504446A (sk)
AU (1) AU6293800A (sk)
CA (1) CA2342713A1 (sk)
CZ (1) CZ2001765A3 (sk)
FR (1) FR2796075B1 (sk)
HU (1) HUP0104995A3 (sk)
PL (1) PL346420A1 (sk)
SK (1) SK2752001A3 (sk)
WO (1) WO2001002491A1 (sk)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090088497A1 (en) * 2005-08-24 2009-04-02 Petro Chemicals Co., Ltd. Paving material and method for construction of paved body using the same
US8454740B2 (en) * 2005-09-12 2013-06-04 Alm Holding Co. Bituminous paving composition and process for bituminous paving
US8454739B2 (en) 2005-09-12 2013-06-04 Alm Holding Co. Bituminous paving composition and process for bituminous paving
BRPI0813019A2 (pt) 2007-07-26 2015-07-28 Akzo Nobel Nv "formulação de betume ou asfalto para o pavimento desuperfícies de vias, e, método para incrementar as propriedades de resistência à umidade de asfalto de mistura quente que contém agregados"
US7815725B2 (en) 2007-09-07 2010-10-19 Alm Holding Co. Warm asphalt binder compositions containing lubricating agents
EP2062943A1 (en) * 2007-11-14 2009-05-27 Akzo Nobel N.V. Asphalt modifiers for "warm mix" applications including adhesion promoter
WO2009105688A1 (en) 2008-02-22 2009-08-27 Alm Holding Company Processing bituminous mixtures for paving at reduced temperatures
MX367196B (es) 2008-08-05 2019-08-08 Alm Holding Co Proceso para el reciclamiento frio en el sitio utilizando asfalto en espuma y aditivo de lubricacion.
CN104529262B (zh) * 2015-01-16 2017-01-11 深圳市公路交通工程试验检测中心 一种树脂灌入式透水路面材料及其制备方法
CN106566469B (zh) * 2016-04-11 2018-12-14 张超 一种工程界面处理用超薄沥青膜及其使用方法
CN105694496A (zh) * 2016-04-11 2016-06-22 张超 一种工程界面处理用超薄沥青膜及其使用方法
CN110330802B (zh) * 2019-07-25 2021-10-15 重庆交通大学 一种环氧包埋改性沥青乳液的制备方法

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3324041A (en) * 1964-01-17 1967-06-06 Shell Oil Co Oil-in-water settable aqueous emulsions
IT1069988B (it) * 1976-10-01 1985-03-25 Exxon Research Engineering Co Composizione sigillante a base di bitume per applicazioni a freddo
DE3602811A1 (de) * 1986-01-30 1987-11-19 Polychemie Gmbh Mischung, enthaltend eine bitumenemulsion und ein aminhaertungsmittel fuer epoxidharze, verfahren zu deren herstellung und deren verwendung zum abmischen mit epoxidharzen
FR2723375B1 (fr) * 1994-08-05 1996-10-31 Colas Sa Emulsion bitume/resine pour revetement routier
DK60095A (da) * 1995-05-24 1996-11-25 Vejtek Int As Fremgangsmåde til koldfremstilling af asfaltmaterialer for koldudlægning af samme
FR2785604B1 (fr) * 1998-11-09 2000-12-22 Materiaux De La Nive Atel Composition de beton pret a l'emploi resistant a une temperature de 1 000°c

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO0102491A1 *

Also Published As

Publication number Publication date
FR2796075A1 (fr) 2001-01-12
FR2796075B1 (fr) 2001-09-21
SK2752001A3 (en) 2001-11-06
HUP0104995A2 (hu) 2002-04-29
US6559206B1 (en) 2003-05-06
PL346420A1 (en) 2002-02-11
CA2342713A1 (fr) 2001-01-11
HUP0104995A3 (en) 2002-05-28
AU6293800A (en) 2001-01-22
CZ2001765A3 (cs) 2001-11-14
WO2001002491A1 (fr) 2001-01-11
JP2003504446A (ja) 2003-02-04

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