US20150197896A1 - Road structure and method for the production thereof - Google Patents

Road structure and method for the production thereof Download PDF

Info

Publication number
US20150197896A1
US20150197896A1 US14/414,395 US201314414395A US2015197896A1 US 20150197896 A1 US20150197896 A1 US 20150197896A1 US 201314414395 A US201314414395 A US 201314414395A US 2015197896 A1 US2015197896 A1 US 2015197896A1
Authority
US
United States
Prior art keywords
highly porous
supporting layer
porous asphalt
adhesive
adhesive promoter
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
US14/414,395
Other languages
English (en)
Inventor
Hermann Finke
Thomas Sikinger
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.)
Sika Technology AG
TPA GmbH
Original Assignee
Sika Technology AG
TPA GmbH
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 Sika Technology AG, TPA GmbH filed Critical Sika Technology AG
Assigned to TPA GMBH, SIKA TECHNOLOGY AG reassignment TPA GMBH ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: SIKINGER, Thomas, Finke, Hermann
Publication of US20150197896A1 publication Critical patent/US20150197896A1/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
    • 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 area of the sealing of roads on a supporting structure.
  • the present invention therefore has the problem of making a road structure available that can be readily and economically constructed and results in a good adhesive composite between the poured, highly porous asphalt supporting layer and the bituminous top layer, in particular at locations where the reaction resin mix forms rather large, cohesive areas on the upper side of the asphalt supporting layer.
  • the present invention relates in a first aspect to a method of producing a road structure 1 comprising the steps
  • a highly porous asphalt supporting layer 3 is applied on a supporting structure 2 , in particular a concrete structure.
  • Such a supporting structure 2 is preferably a structure of above-ground or underground building construction. In particular, it can be a bridge, gallery, tunnel, an entry or exit ramp or a parking level.
  • a bridge is considered a preferred example of such a supporting structure.
  • This supporting structure necessary for the road is a structure of a material that can have a supporting function. In particular, this material is a metal or a concrete, in particular a reinforced concrete, preferably a steel concrete.
  • a bridge of concrete is considered as the most preferred example of such a supporting structure.
  • the highly porous asphalt supporting layer 3 preferably consists of an Einkorn asphalt with a high pore volume, wherein, for example, asphalts of the classes 0/16, 0/11 or 0/5 can be used.
  • the highly porous asphalt supporting layer preferably has an adhesive promoter content of 4.5-7.5 wt %.
  • the highly porous asphalt supporting layer preferably has spherical or polyhedral pores limited by webs and forming a cohesive system.
  • the term pores denotes in the present document hollow spaces that are conditioned by the production in and/or on the surface of a compound and that are filled with air or other substances foreign to compounding.
  • the pores can be recognized or not by the naked eye. They are preferably open pores that communicate with the surrounding medium.
  • the highly porous asphalt supporting 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%.
  • the term pore volume denotes in the present document the amount in percentage of the totality of the hollow spaces filled with air or other substances foreign to composition in the volume of the foamed composition.
  • the thickness of the highly porous asphalt supporting layer is preferably 1-5 cm. It can furthermore be advantageous if the pore content of the highly porous asphalt supporting layer, measured in a Marshall body at 120° C., is between 15 and 30% by volume.
  • a reaction resin mix 4 is applied on the highly porous asphalt supporting layer 3 from step (i).
  • the application of the reaction resin mix preferably takes place while the highly porous asphalt supporting layer 3 has a temperature of 30° C.-60° C., in particular 30° C.-40° C.
  • the reaction resin mix preferably penetrates during the application into the highly porous asphalt supporting layer 3 and results by the subsequent hardening of the reaction resin mix in a seal, in particular against water, of the highly porous asphalt supporting layer 3 and in an adhesive composite of the highly porous asphalt supporting layer 3 with the supporting structure 2 .
  • the reaction resin mix has a flowable consistency at room temperature and is typically applied by being brushed on, sprayed on or poured onto the highly porous asphalt supporting layer 3 .
  • flowable denotes not only liquid but also highly viscous, honey-like to pasty materials whose shape is adapted under the influence of the gravitational force of the earth.
  • epoxide resin compounds are in particular two-component epoxide resin compounds, especially those whose one (i.e., first) component contains an epoxide resin, in particular an epoxide resin based on bisphenol-A-diglycidylether and the other (second) component contains a curing agent, especially a polyamine or a polymercaptan.
  • Epoxide resin compounds are especially preferred that do not contain any fillers.
  • the epoxide resin resin compounds are advantageously low-viscosity, in particular with a viscosity of below 10,000 mPas, preferably between 10 and 1,000 mPas so that they can penetrate into the highly porous asphalt supporting layer and if necessary into the supporting structure 2 .
  • two-component epoxide resin resin compounds are especially preferable as two-component epoxide resin resin compounds that are like those marketed under the trade series names Sikafloor®, Sikagard® or Sika Ergodur® of Sika Deutschland GmbH, or Sika Sau AG.
  • Flexiblized two-component epoxide resin resin compounds are especially preferred as two-component epoxide resin resin compounds. This is advantageous so that the reaction resin mix can carry out its sealing and compounding function even under high mechanical loads.
  • step (iii) an adhesive promoter 5 is applied on the highly porous asphalt supporting layer 3 in step (i).
  • the application preferably takes place by scattering the adhesive promoter in the form of pellets.
  • the application of the adhesive promoter preferably takes place in such a manner that 0.5-1.5 kg/m 3 , in particular 0.8-1.2 kg/m 3 adhesive promoter are applied on the surface of the highly porous asphalt supporting layer.
  • the adhesive promoter is a thermoplastic that is solid at room temperature.
  • room temperature denotes a temperature of 23° C.
  • the adhesive promoter preferably has a melting point of above 70° C., in particular between 100° C. and 180° C., preferably between 110° C. and 140° C. All melting points of polymers are measured in this document as softening points according to the ring-and-ball method according to DIN ISO 4625.
  • the adhesive promoter comprises in particular polyolefins, especially polyolefins that can be produced from the polymerization of ethylene with one or more unsaturated monomers.
  • unsaturated monomers are in particular those monomers that are selected from the group consisting of propylene, butylene, butadiene, vinyl ester, especially vinyl acetate, maleic acid anhydride, acrylic acid, methacrylic acid, acrylic acid ester and methacrylic acid ester.
  • polyolefins produced from the polymerization of ethylene with one or more unsaturated monomers selected from the group consisting of vinyl ester, especially vinyl acetate, maleic acid anhydride, acrylic acid, methacrylic acid, acrylic acid ester and methacrylic acid ester.
  • vinyl ester especially vinyl acetate, maleic acid anhydride, acrylic acid, methacrylic acid, acrylic acid ester and methacrylic acid ester.
  • They are preferably polyolefins that have a melting point above 60° C., in particular between 70° C. and 130° C.
  • the amount of polyolefins is preferably 15-60 wt %, especially 20-40 wt % relative to the total weight of the adhesive promoter.
  • the adhesive promoter comprises a chemical expanding agent and/or a physical expanding agent.
  • Chemical expanding agents are preferably organic or inorganic compounds that decompose under the influence of temperature, wherein at least one of the decomposition products is a gas.
  • compounds can be used as physical expanding agents that change into the gaseous aggregate state upon the elevation of the temperature.
  • the adhesive promoter preferably comprises a chemical expanding agent.
  • the adhesive promoter comprises an epoxide solid resin.
  • the amount of the epoxide solid resin is preferably 1-10 wt %, preferably 2-5 wt % relative to the total weight of the adhesive promoter.
  • the adhesive promoter comprises at least one resin that can be a natural resin or a synthetic resin.
  • resins are average- to higher-molecular compounds from the classes of paraffin resins, 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, in particular an aliphatic hydrocarbon resin.
  • the resins are preferably resins with an average molecular weight of 1000-3000 g/mol.
  • the amount of the resins is preferably 2-15 wt %, in particular 5-12 wt % relative to the total weight of the adhesive promoter.
  • Especially preferred adhesive promoters are adhesive promoters like those marketed under the commercial series names Sikalastic®-827 LT and Sikalastic®-827 HT of Sika für AG.
  • An application of an inorganic interspersing agent 7 on the highly porous asphalt supporting layer 3 of step (i) preferably takes place in a further step (v).
  • This step is preferably carried out following the step (ii).
  • This step is preferably carried out before the step (iii) or before the step (iv), in particular before the step (iii).
  • the inorganic interspersing agent 7 is especially sand, preferably quartz sand. In order to ensure a good composite between the interspersing agent and the reaction resin mix, it is advantageous if this interspersing agent is interspersed before the hardening of the reaction resin mix.
  • this inorganic interspersing agent has a maximum grain size less than 1 mm, in particular between 0.1 and 1 mm, preferably between 0.3 and 0.8 mm.
  • the amount of such interspersing agent is preferably dimensioned so that the surface of the highly porous asphalt supporting layer is not covered over the entire surface.
  • the method has no step (v) with an application of an inorganic interspersing agent 7 on the highly porous asphalt supporting layer 3 from step (i).
  • This is advantageous, among other things, since an increase of the adhesive compound, in particular of the breaking load and of the adhesive tensile strength results between the highly porous asphalt supporting layer poured with a reaction resin mix and a bitumen-based top layer.
  • bitumen-based top layer 6 is applied.
  • This top layer 6 constitutes the road, that is in direct contact with vehicles.
  • the bitumen-based top layer is heated before the application to a temperature of typically 140° C. to 160° C. and preferably rolled on with a roller.
  • the application of the top cover is well known to a person skilled in the art and is therefore not discussed further here.
  • the top layer can comprise other possible constituents known to a person skilled in the art. A person skilled in the art well knows the type and amount of the constituents that are used for the construction of roads. The fact is especially important here that the top layer comprises mineral fillers, in particular sand or fine gravel, to a significant extent.
  • the adhesive promoter 5 Upon the contacting of the molten bitumen with the adhesive promoter the adhesive promoter 5 partially melts or fuses as a function of its melting point. If it fuses, this can form a largely homogeneous layer of adhesive promoter—depending on the type of thermoplastic—or also dissolve in the bitumen in the vicinity of the surface and form a boundary phase layer containing adhesive promoter. Therefore, it is absolutely in the nature of the present invention that the adhesive promoter does not have to form an individual layer. If the adhesive promoter contains an expanding agent, the contacting of the fused bitumen preferably results in an activation of the expanding agent.
  • the road structure produced in this manner has the significant advantage that a good adhesive composite is ensured, in particular as regards the breaking load and the tensile strength between the highly porous asphalt supporting layer poured with a reaction resin mix and the bitumen-based top layer.
  • the invention relates to a road structure produced according to the previously described method.
  • the invention relates to the use of an adhesive promoter such as was previously described for increasing the adhesive composite, in particular the breaking load and the adhesive tensile strength between a highly porous asphalt supporting layer on a supporting structure and poured with a reaction resin mix and a bitumen-based top layer.
  • an adhesive promoter such as was previously described for increasing the adhesive composite, in particular the breaking load and the adhesive tensile strength between a highly porous asphalt supporting layer on a supporting structure and poured with a reaction resin mix and a bitumen-based top layer.
  • the components required for this, in particular the adhesive promoter, supporting structure, reaction resin mix, asphalt supporting layer and bitumen-based top layer were already described in detail above.
  • FIG. 1 shows a possible result of the steps (i) and (ii).
  • the applied reaction resin mix 4 is present for the most part in the pore spaces of the asphalt supporting layer 3 .
  • a cohesive area of reaction resin mix is visible on the surface of the asphalt supporting layer and can result in an optically smooth area on the asphalt supporting layer after the hardening of the reaction resin mix.
  • FIG. 2 shows a possible result of the steps (i) and (ii) as previously described in FIG. 1 , wherein the step (v) was additionally carried out.
  • FIG. 3 shows a possible result of the steps (i), (ii), (iii) and (iv).
  • the applied adhesive promoter 5 results in an improved adhesive composite of the asphalt supporting layer 3 with the top layer 6 .
  • FIG. 4 shows a possible result of the steps in the sequence (i), (ii), (iii) and (iv).
  • the applied adhesive promoter 5 results in an improved adhesive composite of the asphalt supporting layer 3 with the top layer 6 .
  • Reaction resin mix (RH): STATIFLEX®-EP (Strabag).
  • Adhesive promoter Sikalastic®-827 LT (in the form of pellets with a size of approximately 2 mm)
  • a highly porous asphalt supporting layer STATIFLEX® (Strabag) (pore space content 25-30% by volume) with a thickness of approximately 2 cm was applied on concrete plates with a surface of 4400 cm 2 , after which the still warm asphalt supporting layer (30-40° C.) was filled with the previously cited reaction resin mix (RH).
  • Quartz sand 2/5 mm was subsequently applied on the concrete plates of ex. 1.36 hours later a bitumen-based top layer was applied on the surface of the asphalt supporting layer containing the quartz sand.
  • Quartz sand 2/5 mm was subsequently applied on the concrete plates of ex. 3. Subsequently, approximately 1 kg/m3 of the previously cited adhesive promoter (HM) was uniformly applied. 36 hours later a bitumen-based top layer was applied on the surface of the asphalt supporting layer containing the quartz sand and the adhesive promoter.
  • HM adhesive promoter
  • Drill cores d 100 mm were taken and adhesive pull tests carried out.
  • the measured values listed in table 1 correspond to the average value of 3 measured values.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
US14/414,395 2012-07-11 2013-06-21 Road structure and method for the production thereof Abandoned US20150197896A1 (en)

Applications Claiming Priority (3)

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
EP12175989.8 2012-07-11
PCT/EP2013/063047 WO2014009132A1 (fr) 2012-07-11 2013-06-21 Structure de chaussée et son procédé de fabrication

Publications (1)

Publication Number Publication Date
US20150197896A1 true US20150197896A1 (en) 2015-07-16

Family

ID=48669988

Family Applications (1)

Application Number Title Priority Date Filing Date
US14/414,395 Abandoned US20150197896A1 (en) 2012-07-11 2013-06-21 Road structure and method for the production thereof

Country Status (4)

Country Link
US (1) US20150197896A1 (fr)
EP (2) EP2685001A1 (fr)
CN (1) CN104685128A (fr)
WO (1) WO2014009132A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9957671B2 (en) * 2016-01-22 2018-05-01 Reseach Institute Of Highway Ministry Of Transport Latex cement mortar poured anti-rutting pavement structure and paving method thereof
CN108705653A (zh) * 2018-07-24 2018-10-26 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
CN117408928A (zh) * 2023-12-15 2024-01-16 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

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3095915B1 (fr) * 2015-05-20 2019-01-16 Sika Technology AG Application d'un treillis pour construction de bande de roulement dotée de propriétés adhésives améliorées
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
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

Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1955421A (en) * 1934-04-17 Concrete structure and method of
US2672793A (en) * 1951-01-04 1954-03-23 Bonafide Mills Inc Floor structure and method of making the same
US3909144A (en) * 1972-07-26 1975-09-30 Villadsens Fab As Jens Plastic sheet materials and structures containing the same
US4151025A (en) * 1977-06-06 1979-04-24 Triram Corporation Method for waterproofing bridge decks and the like
US4319854A (en) * 1977-12-19 1982-03-16 Owens-Corning Fiberglas Corporation Moisture control method and means for pavements and bridge deck constructions
US5024552A (en) * 1989-02-23 1991-06-18 Colas S.A. Method of obtaining a composite sealing structure for permanent roadways
US5496615A (en) * 1991-03-01 1996-03-05 W. R. Grace & Co.-Conn. Waterproofing membrane
US6158920A (en) * 1996-03-28 2000-12-12 Total Raffinage Distribution S.A. Roadway structure made from rigid materials
US6451444B1 (en) * 1998-03-20 2002-09-17 Schauman Wood Oy Wood based plate provided with surface and method to provide the surface
US20070253773A1 (en) * 2001-02-28 2007-11-01 Huang Helen Y Mats for use in paved surfaces
US20080104917A1 (en) * 2006-11-02 2008-05-08 Whelan Brian J Self-adhering waterproofing membrane
US20090142610A1 (en) * 2007-12-04 2009-06-04 Sika Technology Ag Hotmelt adhesive with good adhesion to polyolefins
US7687104B2 (en) * 2005-11-23 2010-03-30 Road Seal Co., Ltd. Method of applying asphalt waterproofing membrane material for buildings and bridge decks
US8142102B2 (en) * 2006-05-26 2012-03-27 Fortress Stabilization Systems Road surface overlay system

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1277524A (en) * 1970-04-16 1972-06-14 Shell Int Research Process for laying a modified asphalt pavement
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
JP2003253608A (ja) * 2002-02-27 2003-09-10 Dyflex Holdings:Kk 舗装方法及び舗装構造
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
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
ES2394757T3 (es) * 2009-07-07 2013-02-05 Sika Technology Ag Construcción de calzada con propiedades de adherencia mejoradas

Patent Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1955421A (en) * 1934-04-17 Concrete structure and method of
US2672793A (en) * 1951-01-04 1954-03-23 Bonafide Mills Inc Floor structure and method of making the same
US3909144A (en) * 1972-07-26 1975-09-30 Villadsens Fab As Jens Plastic sheet materials and structures containing the same
US4151025A (en) * 1977-06-06 1979-04-24 Triram Corporation Method for waterproofing bridge decks and the like
US4319854A (en) * 1977-12-19 1982-03-16 Owens-Corning Fiberglas Corporation Moisture control method and means for pavements and bridge deck constructions
US5024552A (en) * 1989-02-23 1991-06-18 Colas S.A. Method of obtaining a composite sealing structure for permanent roadways
US5496615A (en) * 1991-03-01 1996-03-05 W. R. Grace & Co.-Conn. Waterproofing membrane
US6158920A (en) * 1996-03-28 2000-12-12 Total Raffinage Distribution S.A. Roadway structure made from rigid materials
US6451444B1 (en) * 1998-03-20 2002-09-17 Schauman Wood Oy Wood based plate provided with surface and method to provide the surface
US20070253773A1 (en) * 2001-02-28 2007-11-01 Huang Helen Y Mats for use in paved surfaces
US7687104B2 (en) * 2005-11-23 2010-03-30 Road Seal Co., Ltd. Method of applying asphalt waterproofing membrane material for buildings and bridge decks
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
US20090142610A1 (en) * 2007-12-04 2009-06-04 Sika Technology Ag Hotmelt adhesive with good adhesion to polyolefins

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9957671B2 (en) * 2016-01-22 2018-05-01 Reseach Institute Of Highway Ministry Of Transport Latex cement mortar poured anti-rutting pavement structure and paving method thereof
CN108705653A (zh) * 2018-07-24 2018-10-26 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
CN117408928A (zh) * 2023-12-15 2024-01-16 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

Also Published As

Publication number Publication date
EP2885459A1 (fr) 2015-06-24
EP2685001A1 (fr) 2014-01-15
CN104685128A (zh) 2015-06-03
WO2014009132A1 (fr) 2014-01-16

Similar Documents

Publication Publication Date Title
US20150197896A1 (en) Road structure and method for the production thereof
KR100556191B1 (ko) 건축물 및 교면용 아스팔트계 도막 방수재의 시공방법
JP6434925B2 (ja) 不透水性排水中間層形成用の非固化ゴムアスファルト組成物及びこれを用いて不透水性排水中間層を一回の舗装により形成する方法
EP2281086B1 (fr) Revêtement résistant aux ornières et procédé d'application d'un revêtement résistant aux ornières
KR101256108B1 (ko) 교면방수공법
RU2532113C2 (ru) Конструкция дорожного полотна с улучшенными свойствами сцепления
ITMI20082335A1 (it) Pavimentazione multistrato semiflessibile
KR100977160B1 (ko) 무용제형 폴리우레탄 매스틱 방수재를 이용한 방수공법.
CN105002794B (zh) 复合材料及采用复合材料进行无砟轨道防水维修的方法
CN107345437A (zh) 一种水性非固化涂料与卷材复合防水系统的施工方法
US20060127572A1 (en) Method for producing a bituminous mix, in particular by cold process, and bituminous mix obtained by said method
CA2654024A1 (fr) Composition hydrofuge
CN103045067B (zh) 一种水泥混凝土桥面用防水材料及其制备方法
KR102460723B1 (ko) 아스팔트씰 도막방수재 및 이를 이용한 복합방수공법
KR101894263B1 (ko) 매스틱 아스팔트 콘크리트 포장공법 및 이를 이용한 콘크리트
KR102250270B1 (ko) 교량 및 콘크리트 도로의 수밀성 아스팔트 콘크리트 포장체 조성물
JP5856904B2 (ja) 舗装用両面粘着テープ，舗装方法および舗装構造
EP2419474B1 (fr) Matériau de remplissage
CN107022954A (zh) 一种桥面防水粘结层、其制备方法及应用
US20160340837A1 (en) Application of a random-laid web for roadway construction with improved adhesion properties
KR101412256B1 (ko) 맨홀 표층보수재의 시공 방법
Neves et al. Bituminous binders and mixtures
US9988308B1 (en) Epoxy based material and applications therefore
CN207210958U (zh) 一种桥面防水粘结层及一种桥面
CN105421227A (zh) 一种高强度伸缩缝

Legal Events

Date Code Title Description
AS Assignment

Owner name: SIKA TECHNOLOGY AG, SWITZERLAND

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:FINKE, HERMANN;SIKINGER, THOMAS;SIGNING DATES FROM 20150115 TO 20150123;REEL/FRAME:034997/0470

Owner name: TPA GMBH, GERMANY

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:FINKE, HERMANN;SIKINGER, THOMAS;SIGNING DATES FROM 20150115 TO 20150123;REEL/FRAME:034997/0470

STCB Information on status: application discontinuation

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