US20170067211A1 - Low-noise anti-skid road surface processing method - Google Patents

Low-noise anti-skid road surface processing method Download PDF

Info

Publication number
US20170067211A1
US20170067211A1 US15/352,611 US201615352611A US2017067211A1 US 20170067211 A1 US20170067211 A1 US 20170067211A1 US 201615352611 A US201615352611 A US 201615352611A US 2017067211 A1 US2017067211 A1 US 2017067211A1
Authority
US
United States
Prior art keywords
road surface
noise
skid
agent
processing method
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
US15/352,611
Inventor
Jijiang Chen
Chenguang Li
Lidong Hu
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.)
Shandong Dashan Road&bridge Engineering Co ltd
Original Assignee
Shandong Dashan Road&bridge Engineering Co ltd
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 Shandong Dashan Road&bridge Engineering Co ltd filed Critical Shandong Dashan Road&bridge Engineering Co ltd
Publication of US20170067211A1 publication Critical patent/US20170067211A1/en
Abandoned legal-status Critical Current

Links

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
    • E01C21/00—Apparatus or processes for surface soil stabilisation for road building or like purposes, e.g. mixing local aggregate with binder
    • 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
    • E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • 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
    • E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
    • E01C7/14—Concrete paving
    • E01C7/147—Repairing concrete pavings, e.g. joining cracked road sections by dowels, applying a new concrete covering
    • 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
    • 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
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02—Macromolecular compounds
    • C04B26/04—Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02—Macromolecular compounds
    • C04B26/26—Bituminous materials, e.g. tar, pitch
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C—CHEMISTRY; METALLURGY
    • C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L11/00—Compositions of homopolymers or copolymers of chloroprene
    • C—CHEMISTRY; METALLURGY
    • C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L63/00—Compositions of epoxy resins; Compositions of derivatives of epoxy resins
    • C—CHEMISTRY; METALLURGY
    • C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L9/00—Compositions of homopolymers or copolymers of conjugated diene hydrocarbons
    • C08L9/02—Copolymers with acrylonitrile
    • C—CHEMISTRY; METALLURGY
    • C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L95/00—Compositions of bituminous materials, e.g. asphalt, tar, pitch
    • 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
    • E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/002—Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
    • 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
    • E01C11/005—Methods or materials for repairing 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
    • E01C11/24—Methods or arrangements for preventing slipperiness or protecting against influences of the weather
    • 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
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/12—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for distributing granular or liquid materials
    • E01C19/16—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for distributing granular or liquid materials for applying or spreading liquid materials, e.g. bitumen slurries
    • E01C19/17—Application by spraying or throwing
    • 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
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
    • 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
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/48—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
    • E01C19/4806—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ with solely rollers for consolidating or finishing
    • E01C19/4813—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ with solely rollers for consolidating or finishing the materials being simultaneously but separately applied binders and granular or pulverulent material
    • 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
    • E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
    • E01C7/14—Concrete paving
    • E01C7/145—Sliding coverings, underlayers or intermediate layers ; Isolating or separating intermediate layers; Transmission of shearing force in horizontal intermediate planes, e.g. by protrusions, by inlays
    • 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
    • E01C7/187—Repairing bituminous covers, e.g. regeneration of the covering material in situ, application of a new bituminous topping
    • 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
    • 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
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00017—Aspects relating to the protection of the environment
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00482—Coating or impregnation materials
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
    • C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20—Resistance against chemical, physical or biological attack
    • C—CHEMISTRY; METALLURGY
    • C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08K—Use of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K2201/00—Specific properties of additives
    • C08K2201/014—Additives containing two or more different additives of the same subgroup in C08K
    • C—CHEMISTRY; METALLURGY
    • C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2205/00—Polymer mixtures characterised by other features
    • C08L2205/03—Polymer mixtures characterised by other features containing three or more polymers in a blend
    • C—CHEMISTRY; METALLURGY
    • C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2205/00—Polymer mixtures characterised by other features
    • C08L2205/03—Polymer mixtures characterised by other features containing three or more polymers in a blend
    • C08L2205/035—Polymer mixtures characterised by other features containing three or more polymers in a blend containing four or more polymers in a blend

Definitions

  • the present invention relates to a technical field of thin overlay in pavement maintenance, and more particularly to a low-noise anti-skid road surface processing method.
  • the commonly used ultra-thin surface processing technology includes fog seal with sand, slurry seal, micro-surface processing, gravel seal, Novachip ultra-thin wearing course, and epoxy coating.
  • fog seal with sand is poor in functionality, and only has functions of water sealing and landscaping.
  • the slurry seal and the micro-surface processing are big in noise, so that the flaking off easily appears.
  • the gravel seal is big in noise, so that it is easy to produce flying stones, thereby affecting traffic safety.
  • the Novachip ultra-thin wearing course and the epoxy coating are high in cost and long in closed construction time, thereby affecting traffic.
  • the present invention provides a low-noise anti-skid road surface processing method with fast construction and effectively cost.
  • the present invention is achieved by technical solutions as follows.
  • a low-noise anti-skid road surface processing method which takes a highway as a construction object and comprises steps of:
  • a weight ratio of the modified emulsified asphalt, the interlayer interface agent, the anti-skid noise-reducing material, and the surface protection agent is (6-20):(1-3):(20-50):(1-5); the modified emulsified asphalt is adopted as a bonding material and has an excellent road performance; through a special construction vehicle, various materials, which are successively distributed in the multi-layer manner, are synchronously constructed.
  • the modified emulsified asphalt is prepared by mixing and emulsifying an emulsifier, asphalt, a modifier and water with a weight ratio of (1-3):(50-60):(5-10):(30-40), performance indexes of evaporated residues of the modified emulsified asphalt provided by the present invention are better than those of conventional modified emulsified asphalts.
  • the interlayer interface agent is developed based on a principle of surface chemistry, contains an emulsifier, a polymer bonder and an asphalt regeneration agent/a cement reinforcing agent, is capable of enhancing the permeation of the emulsified asphalt to an original road surface, regenerating aging asphalt/reinforcing cement, improving interlayer bonding force, and avoiding flaking off.
  • the interlayer interface agent is divided into two types, namely, an interlayer interface agent for asphalt concrete pavement and an interlayer interface agent for cement concrete pavement.
  • the anti-skid noise-reducing material is prepared by mixing basalt or a diabase stone material, with high elastic rubber particles and a hydraulic cementitious material, and is able to meet the anti-skid performance, ensure low driving noise, and improve driving safety and comfort.
  • the surface protection agent comprises special resin, polymer binder, anti-sticking agent, surface active agent, solvent and water, and has functions of consolidating surface stones, anti-sticking, wear and shear resistance and resistance to high and low temperature, thereby effectively preventing the anti-skid noise-reducing material from wearing off and avoiding the sticky wheel phenomenon.
  • the durability, water sealing property and skid resistance of the present invention are better than those of the fog seal with sand and the micro-surface processing, and the driving noise thereof is lower than that of the micro-surface processing and the gravel seal.
  • the present invention is able to prevent the flying stones easily occurred in the gravel seal from affecting driving safety, and overcome the flaking off easily occurred in the prior art, so that it is a ultra-thin surface processing technology with fast construction and effectively cost.
  • a construction method comprises steps of:
  • low-noise anti-skid ultra-thin surface constructing comprising: through a special construction vehicle, synchronously constructing wetting water, an interlayer interface agent, modified emulsified asphalt, an anti-skid noise-reducing material, modified emulsified asphalt and a surface protection agent which are successively distributed in a multi-layer manner to the road surface;
  • a construction method of the embodiment 2 is as same as that of the embodiment 1.
  • a construction method of the embodiment 3 is as same as that of the embodiment 1.
  • a construction method of the embodiment 4 is as same as that of the embodiment 1.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Architecture (AREA)
  • Organic Chemistry (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Materials Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Medicinal Chemistry (AREA)
  • Polymers & Plastics (AREA)
  • Inorganic Chemistry (AREA)
  • Road Paving Structures (AREA)

Abstract

A low-noise anti-skid road surface processing method is provided, which takes a highway as a construction object and includes steps of: closing a construction section of the highway, and then disease-treating and cleaning a road surface of the construction section; through a construction vehicle, synchronously sprinkling an interlayer interface agent, modified emulsified asphalt, an anti-skid noise-reducing material, modified emulsified asphalt and a surface protection agent which are successively distributed in a multi-layer manner to the road surface, and forming an ultra-thin overlay structural layer with a thickness of 2-9 mm on the road surface. The present invention is able to prevent the flying stones easily occurred in the gravel seal from affecting driving safety, and overcome the flaking off easily occurred in the prior art, so that it is a ultra-thin surface processing technology with fast construction and effectively cost.

Description

    CROSS REFERENCE OF RELATED APPLICATION
  • The present invention claims priority under 35 U.S.C. 119(a-d) to CN201610535117.9, filed Jul. 8, 2016.
    • BACKGROUND OF THE PRESENT INVENTION
  • Field of Invention
  • The present invention relates to a technical field of thin overlay in pavement maintenance, and more particularly to a low-noise anti-skid road surface processing method.
  • Description of Related Arts
  • Technical requirements for ultra-thin surfaces of the pavement are as follows. Currently, new construction projects in domestic road are slowed down, most of the roads go into the conservation stage, and the cement pavement needs to be changed from white to black.
  • Currently, the commonly used ultra-thin surface processing technology includes fog seal with sand, slurry seal, micro-surface processing, gravel seal, Novachip ultra-thin wearing course, and epoxy coating. In spite that these technologies are able to meet basic functional requirements, there are varying degrees of defects. The fog seal with sand is poor in functionality, and only has functions of water sealing and landscaping. The slurry seal and the micro-surface processing are big in noise, so that the flaking off easily appears. The gravel seal is big in noise, so that it is easy to produce flying stones, thereby affecting traffic safety. The Novachip ultra-thin wearing course and the epoxy coating are high in cost and long in closed construction time, thereby affecting traffic.
  • Therefore, the development of a new ultra-thin surface processing technology has a wide range of market demand.
    • SUMMARY OF THE PRESENT INVENTION
  • In order to make up the shortcomings of the prior art, the present invention provides a low-noise anti-skid road surface processing method with fast construction and effectively cost.
  • The present invention is achieved by technical solutions as follows.
  • A low-noise anti-skid road surface processing method which takes a highway as a construction object and comprises steps of:
  • (1) closing a construction section of the highway, and then disease-treating and cleaning a road surface of the construction section;
  • (2) through a construction vehicle, synchronously sprinkling an interlayer interface agent, modified emulsified asphalt, an anti-skid noise-reducing material, modified emulsified asphalt and a surface protection agent which are successively distributed in a multi-layer manner to the road surface, and forming an ultra-thin overlay structural layer with a thickness of 2-9 mm on the road surface; and
  • (3) after drying the ultra-thin overlay structural layer, rolling the road surface for 1-4 times through a rubber tire roller, and then maintaining, and finally opening traffic.
  • A preferred technical solution of the present invention is as follows.
  • In the step (2), a weight ratio of the modified emulsified asphalt, the interlayer interface agent, the anti-skid noise-reducing material, and the surface protection agent is (6-20):(1-3):(20-50):(1-5); the modified emulsified asphalt is adopted as a bonding material and has an excellent road performance; through a special construction vehicle, various materials, which are successively distributed in the multi-layer manner, are synchronously constructed.
  • The modified emulsified asphalt is prepared by mixing and emulsifying an emulsifier, asphalt, a modifier and water with a weight ratio of (1-3):(50-60):(5-10):(30-40), performance indexes of evaporated residues of the modified emulsified asphalt provided by the present invention are better than those of conventional modified emulsified asphalts.
  • The interlayer interface agent is developed based on a principle of surface chemistry, contains an emulsifier, a polymer bonder and an asphalt regeneration agent/a cement reinforcing agent, is capable of enhancing the permeation of the emulsified asphalt to an original road surface, regenerating aging asphalt/reinforcing cement, improving interlayer bonding force, and avoiding flaking off. According to different materials, the interlayer interface agent is divided into two types, namely, an interlayer interface agent for asphalt concrete pavement and an interlayer interface agent for cement concrete pavement.
  • The anti-skid noise-reducing material is prepared by mixing basalt or a diabase stone material, with high elastic rubber particles and a hydraulic cementitious material, and is able to meet the anti-skid performance, ensure low driving noise, and improve driving safety and comfort.
  • The surface protection agent comprises special resin, polymer binder, anti-sticking agent, surface active agent, solvent and water, and has functions of consolidating surface stones, anti-sticking, wear and shear resistance and resistance to high and low temperature, thereby effectively preventing the anti-skid noise-reducing material from wearing off and avoiding the sticky wheel phenomenon.
  • The durability, water sealing property and skid resistance of the present invention are better than those of the fog seal with sand and the micro-surface processing, and the driving noise thereof is lower than that of the micro-surface processing and the gravel seal. The present invention is able to prevent the flying stones easily occurred in the gravel seal from affecting driving safety, and overcome the flaking off easily occurred in the prior art, so that it is a ultra-thin surface processing technology with fast construction and effectively cost.
  • These and other objectives, features, and advantages of the present invention will become apparent from the following detailed description, the accompanying drawings, and the appended claims.
    • DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT Embodiment 1
  • Twenty-part modified emulsified asphalts are adopted as a bonding material, blended with 1-part interlayer interface agent, 50-part anti-slip noise-reducing materials and 1-part surface protection agent. A construction method comprises steps of:
  • (1) closing traffic, wherein: according to a determined traffic closure scheme, traffic control is carried out;
  • (2) locally disease-treating an original road surface, such as crack pouring and pothole repairing;
  • (3) cleaning the disease-treated road surface, wherein: road dust, clod and other sundries are cleaned;
  • (4) low-noise anti-skid ultra-thin surface constructing, comprising: through a special construction vehicle, synchronously constructing wetting water, an interlayer interface agent, modified emulsified asphalt, an anti-skid noise-reducing material, modified emulsified asphalt and a surface protection agent which are successively distributed in a multi-layer manner to the road surface;
  • (5) after drying the road surface, rolling the road surface for 1-4 times through a rubber tire roller; and
  • (6) maintaining, and then opening traffic.
    • Embodiment 2
  • Six-part modified emulsified asphalts are adopted as a bonding material, blended with 3-part interlayer interface agents, 20-part anti-slip noise-reducing materials and 5-part surface protection agents. A construction method of the embodiment 2 is as same as that of the embodiment 1.
    • Embodiment 3
  • Twelve-part modified emulsified asphalts are adopted as a bonding material, blended with 2-part interlayer interface agents, 30-part anti-slip noise-reducing materials and 3-part surface protection agents. A construction method of the embodiment 3 is as same as that of the embodiment 1.
    • Embodiment 4
  • Fifteen-part modified emulsified asphalts are adopted as a bonding material, blended with 2-part interlayer interface agents, 40-part anti-slip noise-reducing materials and 2-part surface protection agents. A construction method of the embodiment 4 is as same as that of the embodiment 1.
  • One skilled in the art will understand that the embodiment of the present invention as shown in the drawings and described above is exemplary only and not intended to be limiting.
  • It will thus be seen that the objects of the present invention have been fully and effectively accomplished. Its embodiments have been shown and described for the purposes of illustrating the functional and structural principles of the present invention and is subject to change without departure from such principles. Therefore, this invention includes all modifications encompassed within the spirit and scope of the following claims.

Claims (6)

What is claimed is:
1. A low-noise anti-skid road surface processing method which takes a highway as a construction object and comprises steps of:
(1) closing a construction section of the highway, and then disease-treating and cleaning a road surface of the construction section;
(2) through a construction vehicle, synchronously sprinkling an interlayer interface agent, modified emulsified asphalt, an anti-skid noise-reducing material, modified emulsified asphalt and a surface protection agent which are successively distributed in a multi-layer manner to the road surface, and forming an ultra-thin overlay structural layer with a thickness of 2-9 mm on the road surface; and
(3) after drying the ultra-thin overlay structural layer, rolling the road surface for 1-4 times through a rubber tire roller, and then maintaining, and finally opening traffic.
2. The low-noise anti-skid road surface processing method, as recited in claim 1, wherein: in the step (2), a weight ratio of the modified emulsified asphalt, the interlayer interface agent, the anti-skid noise-reducing material, and the surface protection agent is (6-20):(1-3):(20-50):(1-5).
3. The low-noise anti-skid road surface processing method, as recited in claim 1, wherein: the modified emulsified asphalt is prepared by mixing and emulsifying an emulsifier, asphalt, a modifier and water with a weight ratio of (1-3):(50-60):(5-10):(30-40).
4. The low-noise anti-skid road surface processing method, as recited in claim 1, wherein: the interlayer interface agent contains an emulsifier, a polymer bonder and an asphalt regeneration agent/a cement reinforcing agent.
5. The low-noise anti-skid road surface processing method, as recited in claim 1, wherein: the anti-skid noise-reducing material is prepared by mixing basalt or a diabase stone material, with high elastic rubber particles and a hydraulic cementitious material.
6. The low-noise anti-skid road surface processing method, as recited in claim 1, wherein: the surface protection agent comprises special resin, polymer binder, anti-sticking agent, surface active agent, solvent and water.
US15/352,611 2016-07-08 2016-11-16 Low-noise anti-skid road surface processing method Abandoned US20170067211A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201610535117.9 2016-07-08
CN201610535117.9A CN106012746A (en) 2016-07-08 2016-07-08 Surface treatment method for achieving low noise and skid resistance of road

Publications (1)

Publication Number Publication Date
US20170067211A1 true US20170067211A1 (en) 2017-03-09

Family

ID=57109769

Family Applications (1)

Application Number Title Priority Date Filing Date
US15/352,611 Abandoned US20170067211A1 (en) 2016-07-08 2016-11-16 Low-noise anti-skid road surface processing method

Country Status (2)

Country Link
US (1) US20170067211A1 (en)
CN (7) CN106012746A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108517734A (en) * 2018-03-05 2018-09-11 中交公局第五工程有限公司 Synchronize the smooth coarse asphalt pavement construction method that paves
CN111931268A (en) * 2020-06-30 2020-11-13 交通运输部公路科学研究所 Design method for noise reduction function of large-gap asphalt pavement
CN113047135A (en) * 2021-04-01 2021-06-29 安徽虹达道路桥梁工程有限公司 Road engineering asphalt laying system and process
CN113105161A (en) * 2021-03-15 2021-07-13 深圳市市政设计研究院有限公司 Safe noise-reduction pavement material and preparation method thereof
CN114293428A (en) * 2022-01-10 2022-04-08 江苏瑞文戴尔交通科技有限公司 Regenerative anti-sliding low-noise wearing layer and construction method thereof
CN115322584A (en) * 2022-09-29 2022-11-11 江苏中路工程技术研究院有限公司 High-viscosity modified emulsified asphalt binder and preparation method and application thereof
CN116005509A (en) * 2022-12-19 2023-04-25 河南光大路建工程管理有限公司 Low-noise anti-cracking asphalt macadam seal layer and construction process
CN119615696A (en) * 2025-02-14 2025-03-14 杭州市沥青拌和有限公司 A high-toughness ultra-thin asphalt overlay and its application

Families Citing this family (30)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106012746A (en) * 2016-07-08 2016-10-12 山东大山路桥工程有限公司 Surface treatment method for achieving low noise and skid resistance of road
CN108978393B (en) * 2018-05-04 2021-08-27 江苏西尔玛道路环保材料有限公司 Method for synchronous double-slurry sealing of pavement
CN108894074A (en) * 2018-06-10 2018-11-27 重庆诚邦路面材料有限公司 A kind of fine antiskid wearing layer of cement pavement and construction method
CN109083024A (en) * 2018-08-29 2018-12-25 河南省增达公路养护管理有限公司 A kind of construction technology of the modification coating for highway bridge floor
CN109082969A (en) * 2018-08-29 2018-12-25 河南省增达公路养护管理有限公司 A kind of construction technology of the anticoagulant ice thin overlay of snow melt
CN108951893B (en) * 2018-08-31 2020-07-03 南京宏亚建设集团有限公司 Shear wall horizontal construction joint rough surface reserved forming construction process
CN109056454A (en) * 2018-09-18 2018-12-21 山东大山路桥工程有限公司 A kind of the water shutoff antiskid anti-crack road surface patch and its preparation, construction method of prefabrication
CN109056452A (en) * 2018-09-18 2018-12-21 山东大山路桥工程有限公司 A kind of the self-adhering-type water shutoff antiskid anti-crack road surface patch and its preparation, construction method of prefabrication
CN109056453A (en) * 2018-09-18 2018-12-21 山东大山路桥工程有限公司 A kind of the self-adhering-type road surface patch and its preparation, construction method of prefabrication
CN109988468A (en) * 2019-02-27 2019-07-09 湖北国创高新材料股份有限公司 A kind of bituminous pavement protective agent and preparation method thereof
CN110044813B (en) * 2019-04-11 2020-08-11 东南大学 A detection method for the friction coefficient of asphalt pavement in the frozen area in a wide temperature range
CN110195395B (en) * 2019-06-12 2021-03-19 重庆诚邦路面材料有限公司 Asphalt pavement anti-freezing composite surface refining method based on oily epoxy asphalt
CN110527310B (en) * 2019-08-19 2021-09-03 江苏增光新材料科技股份有限公司 Waterproof and anti-skid asphalt pavement maintenance material
CN111138871A (en) * 2019-12-25 2020-05-12 上海浦东路桥沥青材料有限公司 High-viscosity emulsified asphalt, preparation method thereof and colored cementing material
CN111172836B (en) * 2020-01-20 2023-11-03 长安大学 Multifunctional active composite seal pavement
CN111254776A (en) * 2020-03-16 2020-06-09 江苏顺晟新材料科技有限公司 An ultra-thin seal layer with self-melting snow function and its construction method
CN111411556A (en) * 2020-04-03 2020-07-14 南京兴佑交通科技有限公司 Multilayer fine surface preventive maintenance method
CN112030658B (en) * 2020-07-23 2022-02-18 南京兴佑交通科技有限公司 Preventive maintenance method for pavement
CN112012069B (en) * 2020-08-18 2023-04-07 江苏创为交通科技发展有限公司 Antiskid, noise-reduction and slow-release type anti-freezing asphalt pavement maintenance method
CN112211070B (en) * 2020-09-24 2022-01-18 北京汇峰建设工程有限责任公司 Preventive maintenance construction method for asphalt pavement with composite interlayer overlay structure
CN113429800A (en) * 2021-07-06 2021-09-24 重庆交通大学 Pavement aging asphalt activator and using method thereof
CN113943490B (en) * 2021-09-02 2023-03-21 福建省高速公路养护工程有限公司 Asphalt warm-mixing regenerant, warm-mixing regenerated asphalt and preparation method thereof
CN113667403B (en) * 2021-09-06 2022-05-20 南通学帆工程材料科技有限公司 Preparation method of penetration-fixation type fine-surface pavement wearing layer
CN113881341B (en) * 2021-11-12 2022-12-09 郑州大学 A kind of high-performance mist sealing layer material and its application
CN114479490B (en) * 2021-11-29 2023-05-16 江西省高速公路物资有限公司 Modified emulsified asphalt and preparation method and application thereof
CN115182217A (en) * 2022-05-31 2022-10-14 黄晓明 Prefabricated positive texture anti-skid wearing layer and preparation method thereof
CN116376413B (en) * 2023-03-01 2024-02-23 太行城乡建设集团有限公司 Anti-skid durable high-performance asphalt pavement maintenance seal material and preparation method thereof
CN117018940B (en) * 2023-08-09 2025-09-19 山东交科路美达新材料科技有限公司 Production method and production equipment of slow-release long-acting anti-icing material
CN118666530A (en) * 2024-05-28 2024-09-20 宁波三林路业科技有限公司 Composite high-viscosity modified emulsified asphalt and construction process thereof
CN118422536B (en) * 2024-07-03 2024-10-15 北京新桥技术发展有限公司 Preformed ice-condensation-resistant colored pavement material easy to maintain and preparation method thereof

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101481236A (en) * 2009-02-12 2009-07-15 重庆交通大学 Rapid patching material for cement concrete pavement faulting of slab ends and patching method thereof
CN101660293B (en) * 2009-07-24 2011-12-14 武汉理工大学 Paving method of steel box girder bridge deck payment layer
JP2015014114A (en) * 2013-07-04 2015-01-22 エコ ジャパン株式会社 Soil pavement composition and soil pavement method
KR101612544B1 (en) * 2014-08-21 2016-04-14 삼진하이테크(주) Nature-friendly material for pavement of slip preventing surface composite for road, nature-friendly material for pavement using them, manufacturing method of that and method for constructing road with slip preventing surface
CN204059129U (en) * 2014-09-04 2014-12-31 广州腾威科技有限公司 A kind of color anti-skid road surface of monocomponent polyurethane adhesive solidification
CN104562892A (en) * 2014-12-19 2015-04-29 重庆鹏方交通科技股份有限公司 Novel micro-surfacing technology for relieving condensed ice on road surfaces
CN205276085U (en) * 2015-12-04 2016-06-01 江苏天诺道路材料科技有限公司 A New Type of Preventive Maintenance Asphalt Pavement Structural Layer
CN205276091U (en) * 2015-12-11 2016-06-01 云南省交通规划设计研究院 Asphalt concrete melting ice and snow road surface is electrically conducted to formula of pouring
CN105669145B (en) * 2016-01-25 2018-04-10 湖南省建筑工程集团总公司 A kind of high-strength anti-shrink type concrete interface treating agent
CN106012746A (en) * 2016-07-08 2016-10-12 山东大山路桥工程有限公司 Surface treatment method for achieving low noise and skid resistance of road
CN106368095B (en) * 2016-09-30 2019-01-01 长安大学 A kind of the preventive maintenance functional layer and construction method of intelligent snow melt

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108517734A (en) * 2018-03-05 2018-09-11 中交公局第五工程有限公司 Synchronize the smooth coarse asphalt pavement construction method that paves
CN111931268A (en) * 2020-06-30 2020-11-13 交通运输部公路科学研究所 Design method for noise reduction function of large-gap asphalt pavement
CN113105161A (en) * 2021-03-15 2021-07-13 深圳市市政设计研究院有限公司 Safe noise-reduction pavement material and preparation method thereof
CN113047135A (en) * 2021-04-01 2021-06-29 安徽虹达道路桥梁工程有限公司 Road engineering asphalt laying system and process
CN114293428A (en) * 2022-01-10 2022-04-08 江苏瑞文戴尔交通科技有限公司 Regenerative anti-sliding low-noise wearing layer and construction method thereof
CN115322584A (en) * 2022-09-29 2022-11-11 江苏中路工程技术研究院有限公司 High-viscosity modified emulsified asphalt binder and preparation method and application thereof
CN116005509A (en) * 2022-12-19 2023-04-25 河南光大路建工程管理有限公司 Low-noise anti-cracking asphalt macadam seal layer and construction process
CN119615696A (en) * 2025-02-14 2025-03-14 杭州市沥青拌和有限公司 A high-toughness ultra-thin asphalt overlay and its application

Also Published As

Publication number Publication date
CN107299576A (en) 2017-10-27
CN107288002A (en) 2017-10-24
CN106012746A (en) 2016-10-12
CN107237231A (en) 2017-10-10
CN107386036A (en) 2017-11-24
CN107254826A (en) 2017-10-17
CN107299586A (en) 2017-10-27

Similar Documents

Publication Publication Date Title
US20170067211A1 (en) Low-noise anti-skid road surface processing method
CN101148856B (en) Asphalt macadam stress absorption layer and construction method thereof
CN101220579A (en) Rubber powder modified asphalt macadam bridge surface waterproof layer and construction method
CN102704366A (en) High-performance rubberized asphalt composite seal coat and construction method thereof
KR100812339B1 (en) Asphalt concrete composition for thin road paving
CN113322743A (en) Epoxy modified cement pavement anti-skid wearing layer and construction method thereof
CN107586459A (en) A kind of durability porous asphalt pavement anti-disperse material and its construction method
CN111411556A (en) Multilayer fine surface preventive maintenance method
CN202450409U (en) Rubber particle pavement seal coat with vibration reduction and noise reduction functions
CN102431246B (en) Skidproof permeable road pad and manufacturing technology thereof
CN204224946U (en) A kind of composite type heat mixes heat paving ultrathin overlay paving structure
CN104594152B (en) A kind of bituminous paving water paint two-double spray coating method
CN118814554A (en) A method for preparing cape seal using steel slag
CN202208874U (en) Anti-skid permeable road mat
JP2001081308A (en) Porous elastic paving material and porous elastic pavement structure
CN103232189A (en) Pavement material and pavement method for flame-retardant stone chips skid-resisting super overlay
KR101541045B1 (en) Using reinforcement layer drainage asphalt pavement durability enhancement method
CN111235998A (en) Low-noise embedded fiber wearing layer and construction method thereof
CN114411476A (en) Regenerated fine-solidified wearing layer and construction method thereof
CN213867156U (en) Asphalt pavement antiskid thin layer pavement structure
CN108086107A (en) A kind of asphalt pavement layer construction method
CN204224947U (en) A kind of compound cold mixing cold-application ultrathin overlay paving structure
KR102120411B1 (en) Manufacturing method of liquid composition for reparing and water proofing, liquid composition for reparing and water proofing manufactured by using the same, and reparing and water proofing method for road using the same
CN103880353B (en) Slurry mixture and paving method for thin-layer overlay of reactive rubber asphalt micro-surface
CN109853318A (en) A kind of shockproof on-slip lane and its construction technology

Legal Events

Date Code Title Description
STPP Information on status: patent application and granting procedure in general

Free format text: RESPONSE AFTER FINAL ACTION FORWARDED TO EXAMINER

STPP Information on status: patent application and granting procedure in general

Free format text: ADVISORY ACTION MAILED

STCB Information on status: application discontinuation

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