EP2685001A1 - Rêvetement de chaussée et procédé pour son obtention - Google Patents
Rêvetement de chaussée et procédé pour son obtention Download PDFInfo
- Publication number
- EP2685001A1 EP2685001A1 EP12175989.8A EP12175989A EP2685001A1 EP 2685001 A1 EP2685001 A1 EP 2685001A1 EP 12175989 A EP12175989 A EP 12175989A EP 2685001 A1 EP2685001 A1 EP 2685001A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- adhesive
- asphalt base
- rich
- applying
- void
- 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- Withdrawn
Links
- 238000000034 method Methods 0.000 title claims abstract description 19
- 239000010426 asphalt Substances 0.000 claims abstract description 75
- 239000000853 adhesive Substances 0.000 claims abstract description 53
- 230000001070 adhesive effect Effects 0.000 claims abstract description 53
- 239000000203 mixture Substances 0.000 claims abstract description 41
- 229920005989 resin Polymers 0.000 claims abstract description 37
- 239000011347 resin Substances 0.000 claims abstract description 37
- 238000006243 chemical reaction Methods 0.000 claims abstract description 24
- 239000011800 void material Substances 0.000 claims abstract description 20
- 239000004567 concrete Substances 0.000 claims abstract description 15
- 239000007787 solid Substances 0.000 claims abstract description 7
- 229920001169 thermoplastic Polymers 0.000 claims abstract description 4
- 239000004416 thermosoftening plastic Substances 0.000 claims abstract description 4
- 239000003822 epoxy resin Substances 0.000 claims description 12
- 229920000647 polyepoxide Polymers 0.000 claims description 12
- 229920000098 polyolefin Polymers 0.000 claims description 10
- 239000011148 porous material Substances 0.000 claims description 9
- 238000002844 melting Methods 0.000 claims description 6
- 230000008018 melting Effects 0.000 claims description 6
- NIXOWILDQLNWCW-UHFFFAOYSA-N 2-Propenoic acid Natural products OC(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 claims description 5
- 239000000178 monomer Substances 0.000 claims description 5
- 239000002666 chemical blowing agent Substances 0.000 claims description 4
- SMZOUWXMTYCWNB-UHFFFAOYSA-N 2-(2-methoxy-5-methylphenyl)ethanamine Chemical compound COC1=CC=C(C)C=C1CCN SMZOUWXMTYCWNB-UHFFFAOYSA-N 0.000 claims description 3
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 claims description 3
- 239000005977 Ethylene Substances 0.000 claims description 3
- 239000013032 Hydrocarbon resin Substances 0.000 claims description 3
- CERQOIWHTDAKMF-UHFFFAOYSA-N Methacrylic acid Chemical compound CC(=C)C(O)=O CERQOIWHTDAKMF-UHFFFAOYSA-N 0.000 claims description 3
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 claims description 3
- 229920006270 hydrocarbon resin Polymers 0.000 claims description 3
- FPYJFEHAWHCUMM-UHFFFAOYSA-N maleic anhydride Chemical compound O=C1OC(=O)C=C1 FPYJFEHAWHCUMM-UHFFFAOYSA-N 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 238000006116 polymerization reaction Methods 0.000 claims description 3
- 229920001567 vinyl ester resin Polymers 0.000 claims description 3
- 125000005397 methacrylic acid ester group Chemical group 0.000 claims description 2
- 239000011342 resin composition Substances 0.000 claims description 2
- 239000010410 layer Substances 0.000 description 44
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 9
- 239000003795 chemical substances by application Substances 0.000 description 7
- 239000000463 material Substances 0.000 description 5
- 239000004604 Blowing Agent Substances 0.000 description 4
- 239000006004 Quartz sand Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 239000004576 sand Substances 0.000 description 3
- 239000000470 constituent Substances 0.000 description 2
- 230000009969 flowable effect Effects 0.000 description 2
- 239000000155 melt Substances 0.000 description 2
- 239000008188 pellet Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 2
- LCFVJGUPQDGYKZ-UHFFFAOYSA-N Bisphenol A diglycidyl ether Chemical compound C=1C=C(OCC2OC2)C=CC=1C(C)(C)C(C=C1)=CC=C1OCC1CO1 LCFVJGUPQDGYKZ-UHFFFAOYSA-N 0.000 description 1
- 239000004593 Epoxy Substances 0.000 description 1
- 125000005396 acrylic acid ester group Chemical group 0.000 description 1
- 230000004913 activation Effects 0.000 description 1
- 239000012790 adhesive layer Substances 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 238000004220 aggregation Methods 0.000 description 1
- 229920006271 aliphatic hydrocarbon resin Polymers 0.000 description 1
- 229920003180 amino resin Polymers 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 230000001427 coherent effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 150000002484 inorganic compounds Chemical class 0.000 description 1
- 229910010272 inorganic material Inorganic materials 0.000 description 1
- 150000002605 large molecules Chemical class 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 150000002734 metacrylic acid derivatives Chemical class 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910001092 metal group alloy Inorganic materials 0.000 description 1
- 239000012764 mineral filler Substances 0.000 description 1
- 239000000025 natural resin Substances 0.000 description 1
- 150000002894 organic compounds Chemical class 0.000 description 1
- 239000012188 paraffin wax Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 235000011837 pasties Nutrition 0.000 description 1
- 229920000058 polyacrylate Polymers 0.000 description 1
- 229920000768 polyamine Polymers 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 229920000570 polyether Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- -1 propylene, butylene, butadiene Chemical class 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
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- 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
- E01C7/325—Joining different layers, e.g. by adhesive layers; Intermediate layers, e.g. for the escape of water vapour, for spreading stresses
-
- 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
-
- 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
- E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
-
- 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
- E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
- E01C7/185—Isolating, separating or connecting intermediate layers, e.g. adhesive layers; Transmission of shearing force in horizontal intermediate planes, e.g. by protrusions
-
- 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
- E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
- E01C7/26—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre
-
- 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
-
- 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
- E01C7/353—Toppings or surface dressings; Methods of mixing, impregnating, or spreading them with exclusively bituminous binders; Aggregate, fillers or other additives for application on or in the surface of toppings with exclusively bituminous binders, e.g. for roughening or clearing
-
- 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
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/001—Paving elements formed in situ; Permanent shutterings therefor ; Inlays or reinforcements which divide the cast material in a great number of individual units
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
- E01D19/083—Waterproofing of bridge decks; Other insulations for bridges, e.g. thermal ; Bridge deck surfacings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
- E01D19/125—Grating or flooring for bridges
Definitions
- the invention relates to the field of roadway sealing on a support structure.
- reaction resin mixture When applying the reaction resin mixture to the void-rich asphalt base layer, areas form where the reaction resin mixture has larger contiguous areas forming on the top of the asphalt base course, typically optically smooth areas of the reaction resin mixture, this is disadvantageous for a good bond. These areas lead to a poor bond between the cast hollow-rich asphalt base course and the bituminous top layer.
- the object of the present invention is therefore to provide a roadway structure, which can be created easily and efficiently and leads to a good bond between the potted hollow-rich asphalt base course and the bituminous top layer, especially at locations where the reaction resin mixture forms larger contiguous areas on top of the asphalt base course.
- a cavity-rich asphalt carrying layer 3 is applied to a supporting structure 2, in particular a concrete structure.
- Such a support structure 2 is preferably a building of civil engineering.
- this may be a bridge, a gallery, a tunnel, a ramp or departure ramp or a parking deck.
- a preferred example of such a support structure is a bridge.
- This necessary for the roadway support structure is a structure of a material which a can have supporting function.
- this material is a metal or a metal alloy or a concrete, in particular a reinforced concrete, preferably a reinforced concrete.
- the most preferred example of such a support structure is a concrete bridge.
- the void-rich asphalt base course 3 preferably consists of a single-grained asphalt with a high pore volume, for example asphalts of the classes 0/16, 0/11 or 0/5 can be used.
- the void-rich asphalt base course preferably has a binder content of 4.5-7.5% by weight.
- the void-rich asphalt base course preferably has spherical or polyhedron-shaped pores, which are delimited by webs and form a coherent system.
- pores are understood as meaning production-related cavities in and / or on the surface of a composition that are filled with air or other substances that are foreign to the composition.
- the pores may be visible or unrecognizable to the naked eye.
- they are open pores which communicate with the surrounding medium.
- the void-rich asphalt base layer has a pore size of 0.1-5 mm, in particular 0.2-1 mm, and / or a pore volume of 5-90%, in particular 10-80%, preferably 20-40%.
- Pore volume in the present document is understood to mean the proportion in percent of the total of the voids filled with air or other non-compositional substances in the volume of the foamed composition.
- the thickness of the void-rich asphalt base course is 1 - 5 cm. It may also be advantageous if the void content of the cavity-rich asphalt base course, measured in the Marshall body at 120 ° C., is between 15 and 30% by volume.
- a reaction resin mixture 4 is applied to the high-lumen asphalt carrying layer 3 from step (i).
- the application of the reaction resin mixture during the cavity-rich Asphalttrag Anlagen a temperature of 30 ° C - 60 ° C, in particular 30 ° C - 40 ° C having.
- the reactive resin mixture penetrates into the cavity-rich asphalt base layer 3 and leads to a seal, in particular to water, the cavity-rich asphalt base course 3 and to an adhesive bond of the cavity-rich asphalt base course 3 to the base structure 2 by the later curing of the reaction resin mixture.
- the reaction resin mixture has a flowable consistency at room temperature and is typically applied by brushing, spraying or pouring onto the void-rich asphalt base course layer 3.
- flowable here will refer not only to liquid, but also to higher viscosity honey-like to pasty materials whose shape is adjusted under the influence of gravity.
- the epoxy resin resin compositions are highly fluid, in particular having a viscosity of less than 10'000 mPas, preferably between 10 and 1000 mPas, so that they can penetrate into the cavity-rich asphalt base course and possibly into the support structure 2.
- Particularly preferred as two-component epoxy resin compositions are thin, two-component epoxy resin compositions, such as those sold under the trade name Sikafloor®, Sikagard® or Sika Ergodur® Sika Germany GmbH, or Sika Switzerland AG.
- two-component epoxy resin compositions are flexibilized two-component epoxy resin compositions. This is advantageous in that the Reaction resin mixture can perform its Abichtungs- and composite function even under high mechanical loads.
- step (iii) an adhesive 5 is applied to the hollow-rich asphalt base course 3 from step (i).
- the application is preferably carried out by sprinkling the adhesive in the form of pellets.
- the adhesive is applied in such a way that 0.5- 1.5 kg / m 3 , in particular 0.8-1.2 kg / m 3 , of adhesive are applied to the surface of the hollow-rich asphalt base course.
- the adhesive is a solid at room temperature thermoplastic.
- room temperature is understood to mean a temperature of 23 ° C.
- the adhesive preferably has a melting point above 70 ° C, in particular between 100 ° C and 180 ° C, preferably between 110 ° C and 140 ° C. Any melting point of polymers in this document is understood as softening points (softening point) measured by the Ring & Ball method according to DIN ISO 4625.
- the adhesive comprises in particular polyolefins, in particular polyolefins, which can be prepared from the polymerization of ethylene with one or more unsaturated monomers.
- unsaturated monomers are those monomers which are selected from the group consisting of propylene, butylene, butadiene, vinyl esters, in particular vinyl acetate, maleic anhydride, acrylic acid, methacrylic acid, acrylic esters and methacrylates.
- polyolefins prepared from the polymerization of ethylene with one or more unsaturated monomers selected from the group consisting of vinyl esters, in particular vinyl acetate, maleic anhydride, acrylic acid, methacrylic acid, acrylic acid esters and methacrylic acid esters. Preference is given to polyolefins which have a melting point of more than 60.degree. C., in particular between 70.degree. C. and 130.degree.
- polyolefins Preferably, the proportion of polyolefins 15- 60 wt .-%, in particular 20- 40 wt .-%, based on the total weight of the adhesive.
- the adhesive comprises a chemical blowing agent and / or a physical blowing agent.
- Chemical blowing agents are preferably organic or inorganic compounds which decompose under the influence of temperature, wherein at least one of the decomposition products is a gas.
- physical blowing agents it is possible, for example, to use compounds which, on increasing the temperature, change into the gaseous state of aggregation.
- the adhesive comprises a chemical blowing agent.
- the adhesive has an epoxy solid resin.
- the proportion of the solid epoxy resin is preferably 1-10% by weight, in particular 2-5% by weight, based on the total weight of the adhesive.
- the adhesive comprises at least one resin.
- This may be a natural resin or a synthetic resin.
- such resins are medium to high molecular weight compounds from the classes of paraffin, hydrocarbon resins, polyolefins, polyesters, polyethers, polyacrylates or amino resins.
- the resin preferably has a melting point or softening point between 60 ° C and 140 ° C.
- the resin is a hydrocarbon resin, especially an aliphatic hydrocarbon resin.
- they are resins with an average molecular weight of 1000 - 3000 g / mol.
- the proportion of the resins is preferably 2-15% by weight, in particular 5-12% by weight, based on the total weight of the adhesive.
- Particularly preferred adhesives are adhesives such as those sold under the trade name Sikalastic®-827 LT and Sikalastic®-827 HT by Sika für AG.
- an inorganic litter 7 is applied to the hollow-rich asphalt base course 3 from step (i).
- this step is subsequently carried out at step (ii).
- this step is carried out before step (iii) or before step (iv), in particular before step (iii).
- the inorganic bedding agent 7 is in particular sand, preferably quartz sand. In order to ensure a good bond between the bedding agent and the reaction resin mixture, it is advantageous if this bedding agent is sprinkled in before the reaction resin mixture hardens.
- this inorganic bedding agent has a maximum particle size of less than 1 mm, in particular between 0.1 and 1 mm, preferably between 0.3 and 0.8 mm.
- the amount of such litter is preferably such that the surface of the void-rich asphalt base course is not completely covered.
- the method does not have a step (v) with an application of an inorganic litter 7 to the hollow-rich asphalt base course 3 from step (i).
- this is advantageous in that it results in an increase in the bond strength, in particular the breaking load and the adhesive tensile strength, between the cavity-rich asphalt base layer cast with a reaction resin mixture and a bitumen-based top layer.
- a covering layer 6 based on bitumen is applied.
- This cover layer 6 represents the roadway which is in direct contact with vehicles.
- the bitumen-based topcoat is heated prior to application to a temperature of typically 140 ° C to 160 ° C and preferably rolled by means of a roll.
- the application of the cover layer is well known to the person skilled in the art and will therefore not be discussed further here.
- the cover layer may have the other possible components known to those skilled in the art.
- the person skilled in the art knows the nature and quantity of the constituents of bitumen-based compositions which are used for the construction of roadways. Particularly important here is the fact that the top layer usually to a significant extent mineral fillers, especially sand or grit have.
- the adhesive 5 melts depending on its melting point or on. If it melts, this can-depending on the nature of the thermoplastics-form a substantially homogeneous adhesive layer or also dissolve in the bitumen near the surface and form an adhesive-containing boundary phase layer. Thus, it is well within the spirit of the present invention that the adhesive need not form an individual layer. If the adhesive contains a blowing agent, contacting the molten bitumen preferably leads to activation of the blowing agent.
- the roadway construction thus produced has the significant advantage that a good bond, in particular with regard to breaking load and adhesive tensile strength, is ensured between the cavity-rich asphalt base course layer cast with a reaction resin mixture and the bitumen-based top layer.
- the invention relates to a roadway structure according to the method described above.
- quartz sand 2/5 mm was subsequently applied. Thirty-six hours later, a bitumen-based topping was applied to the surface of the asphalt base course comprising the quartz sand.
- quartz sand 2/5 mm was subsequently applied. Subsequently, about 1 kg / m3 of the aforementioned adhesive (HM) was uniformly applied. 36 hours later, a bitumen-based topcoat was applied to the surface of the asphalt base course comprising the silica sand and the adhesive.
- HM a bitumen-based topcoat
- Drill cores d 100mm were taken and adhesion tests were carried out.
- the measured values listed in Table 1 correspond to the mean value of 3 measured values.
- Table 1 Measured Values Breaking load [KN] Adhesive tensile strength [N / mm 2 ] fracture pattern Ex.1 0.9 0.21 Break between asphalt base course and top layer Ex.2 2.7 0.61 Break in top layer EX3 2.5 0.57 Break in top layer
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP12175989.8A EP2685001A1 (fr) | 2012-07-11 | 2012-07-11 | Rêvetement de chaussée et procédé pour son obtention |
US14/414,395 US20150197896A1 (en) | 2012-07-11 | 2013-06-21 | Road structure and method for the production thereof |
CN201380036391.6A CN104685128A (zh) | 2012-07-11 | 2013-06-21 | 道路结构及其制备方法 |
PCT/EP2013/063047 WO2014009132A1 (fr) | 2012-07-11 | 2013-06-21 | Structure de chaussée et son procédé de fabrication |
EP13730272.5A EP2885459A1 (fr) | 2012-07-11 | 2013-06-21 | Structure de chaussée et son procédé de fabrication |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP12175989.8A EP2685001A1 (fr) | 2012-07-11 | 2012-07-11 | Rêvetement de chaussée et procédé pour son obtention |
Publications (1)
Publication Number | Publication Date |
---|---|
EP2685001A1 true EP2685001A1 (fr) | 2014-01-15 |
Family
ID=48669988
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP12175989.8A Withdrawn EP2685001A1 (fr) | 2012-07-11 | 2012-07-11 | Rêvetement de chaussée et procédé pour son obtention |
EP13730272.5A Withdrawn EP2885459A1 (fr) | 2012-07-11 | 2013-06-21 | Structure de chaussée et son procédé de fabrication |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13730272.5A Withdrawn EP2885459A1 (fr) | 2012-07-11 | 2013-06-21 | Structure de chaussée et son procédé de fabrication |
Country Status (4)
Country | Link |
---|---|
US (1) | US20150197896A1 (fr) |
EP (2) | EP2685001A1 (fr) |
CN (1) | CN104685128A (fr) |
WO (1) | WO2014009132A1 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106436520A (zh) * | 2015-05-20 | 2017-02-22 | Sika技术股份公司 | 将杂乱式铺置物施用于具有改善的粘附特性的路面结构 |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105672080B (zh) * | 2016-01-22 | 2017-03-15 | 交通运输部公路科学研究所 | 一种抗车辙路面结构及其铺设方法 |
CN106854846A (zh) * | 2017-01-22 | 2017-06-16 | 青海省交通科学研究院 | 一种具有自动融雪功能的路面结构及其修筑方法 |
CN108705653B (zh) * | 2018-07-24 | 2021-12-03 | 辽宁科技大学 | 一种路面板制作设备及该设备制作复合块料路面板的方法 |
CN110205894A (zh) * | 2019-06-05 | 2019-09-06 | 中交一公局第三工程有限公司 | 钢桥面板铺装下层的施工方法 |
CN117408928B (zh) * | 2023-12-15 | 2024-03-01 | 安徽省交通规划设计研究总院股份有限公司 | 基于图像处理的透水混凝土路面结构确定方法 |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2118064A1 (de) * | 1970-04-16 | 1971-11-04 | Shell Internationale Research Maat schappij N V , Den Haag (Niederlande) | Verfahren zum Verlegen eines modi fizierten Asphaltbelages |
FR2112096A7 (en) * | 1970-11-02 | 1972-06-16 | Lefebvre Jean Ent | Pitch epoxy coated roadway - with intermediate bonding layer on bituminous concrete |
DE2400769A1 (de) * | 1974-01-08 | 1975-07-17 | Buesing & Fasch Kg | Verfahren zum herstellen einer fahrbahndecke auf brueckenbauwerken, insbesondere betonbruecken |
DE19716162C1 (de) * | 1997-04-18 | 1999-03-04 | German Schindler | Bodenbelag für Parkhäuser, Tiefgaragen,Parkdecks oder Garagen |
DE20015289U1 (de) * | 2000-09-05 | 2000-11-30 | Strabag Strasen Und Tiefbau Ag | Belag für flächige Betonbauwerke |
EP2281948A1 (fr) * | 2009-07-07 | 2011-02-09 | Sika Technology AG | Construction de voie de circulation dotée de propriétés améliorées |
Family Cites Families (17)
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FR2643399B1 (fr) * | 1989-02-23 | 1991-06-14 | Colas Sa | Procede d'obtention d'une structure d'etancheite composite pour tabliers d'ouvrages d'art et structure correspondante |
US5496615A (en) * | 1991-03-01 | 1996-03-05 | W. R. Grace & Co.-Conn. | Waterproofing membrane |
FR2746821B1 (fr) * | 1996-03-28 | 1998-06-26 | Total Raffinage Distribution | Nouvelle structure de chaussee, realisee a partir de materiaux rigides |
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US8043025B2 (en) * | 2001-02-28 | 2011-10-25 | Owens Corning Intellectual Capital, Llc | Mats for use in paved surfaces |
JP2003253608A (ja) * | 2002-02-27 | 2003-09-10 | Dyflex Holdings:Kk | 舗装方法及び舗装構造 |
KR100556191B1 (ko) * | 2005-11-23 | 2006-03-06 | 유한회사 로드씰 | 건축물 및 교면용 아스팔트계 도막 방수재의 시공방법 |
US8142102B2 (en) * | 2006-05-26 | 2012-03-27 | Fortress Stabilization Systems | Road surface overlay system |
US20080104917A1 (en) * | 2006-11-02 | 2008-05-08 | Whelan Brian J | Self-adhering waterproofing membrane |
JP4299871B2 (ja) * | 2007-02-13 | 2009-07-22 | Agcポリマー建材株式会社 | アスファルト舗装工法 |
EP2075297B1 (fr) * | 2007-12-04 | 2010-02-24 | Sika Technology AG | Adhésif thermofusible ayant une bonne adhérence sur des polyoléfines |
CN201351254Y (zh) * | 2009-01-09 | 2009-11-25 | 长沙理工大学 | 一种以破损水泥混凝土作基础的复合式路面结构 |
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2012
- 2012-07-11 EP EP12175989.8A patent/EP2685001A1/fr not_active Withdrawn
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2013
- 2013-06-21 EP EP13730272.5A patent/EP2885459A1/fr not_active Withdrawn
- 2013-06-21 US US14/414,395 patent/US20150197896A1/en not_active Abandoned
- 2013-06-21 CN CN201380036391.6A patent/CN104685128A/zh active Pending
- 2013-06-21 WO PCT/EP2013/063047 patent/WO2014009132A1/fr active Application Filing
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FR2112096A7 (en) * | 1970-11-02 | 1972-06-16 | Lefebvre Jean Ent | Pitch epoxy coated roadway - with intermediate bonding layer on bituminous concrete |
DE2400769A1 (de) * | 1974-01-08 | 1975-07-17 | Buesing & Fasch Kg | Verfahren zum herstellen einer fahrbahndecke auf brueckenbauwerken, insbesondere betonbruecken |
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CN106436520A (zh) * | 2015-05-20 | 2017-02-22 | Sika技术股份公司 | 将杂乱式铺置物施用于具有改善的粘附特性的路面结构 |
Also Published As
Publication number | Publication date |
---|---|
EP2885459A1 (fr) | 2015-06-24 |
CN104685128A (zh) | 2015-06-03 |
US20150197896A1 (en) | 2015-07-16 |
WO2014009132A1 (fr) | 2014-01-16 |
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