CN101538823B - Road surface low-noise micro-surfacing functional layer and construction method thereof - Google Patents
Road surface low-noise micro-surfacing functional layer and construction method thereof Download PDFInfo
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- CN101538823B CN101538823B CN2009100221855A CN200910022185A CN101538823B CN 101538823 B CN101538823 B CN 101538823B CN 2009100221855 A CN2009100221855 A CN 2009100221855A CN 200910022185 A CN200910022185 A CN 200910022185A CN 101538823 B CN101538823 B CN 101538823B
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- 239000002346 layers by function Substances 0.000 title claims abstract description 39
- 238000010276 construction Methods 0.000 title claims abstract description 10
- 238000012360 testing method Methods 0.000 claims abstract description 65
- 239000000843 powder Substances 0.000 claims abstract description 35
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 30
- 239000002994 raw material Substances 0.000 claims abstract description 22
- 239000004568 cement Substances 0.000 claims abstract description 9
- 239000000463 material Substances 0.000 claims description 71
- 239000002245 particle Substances 0.000 claims description 55
- 239000000839 emulsion Substances 0.000 claims description 14
- 239000011398 Portland cement Substances 0.000 claims description 11
- 238000004891 communication Methods 0.000 claims description 11
- 239000012752 auxiliary agent Substances 0.000 claims description 10
- 238000004140 cleaning Methods 0.000 claims description 9
- 150000001875 compounds Chemical class 0.000 claims description 9
- 239000003995 emulsifying agent Substances 0.000 claims description 8
- 230000001112 coagulating effect Effects 0.000 claims description 7
- 239000004570 mortar (masonry) Substances 0.000 claims description 6
- 238000003756 stirring Methods 0.000 claims description 5
- 241000196324 Embryophyta Species 0.000 claims description 4
- 239000000654 additive Substances 0.000 claims description 4
- 230000000996 additive effect Effects 0.000 claims description 4
- 239000000945 filler Substances 0.000 claims description 4
- 238000003556 assay Methods 0.000 claims description 3
- 238000007689 inspection Methods 0.000 claims description 3
- 239000010410 layer Substances 0.000 claims description 3
- 239000007921 spray Substances 0.000 claims description 3
- 238000012546 transfer Methods 0.000 claims description 3
- GOLXNESZZPUPJE-UHFFFAOYSA-N spiromesifen Chemical compound CC1=CC(C)=CC(C)=C1C(C(O1)=O)=C(OC(=O)CC(C)(C)C)C11CCCC1 GOLXNESZZPUPJE-UHFFFAOYSA-N 0.000 claims 1
- 238000005299 abrasion Methods 0.000 abstract description 9
- 239000010426 asphalt Substances 0.000 abstract description 8
- 238000012423 maintenance Methods 0.000 abstract description 6
- 239000004575 stone Substances 0.000 abstract description 4
- 125000002091 cationic group Chemical group 0.000 abstract description 2
- 239000004615 ingredient Substances 0.000 abstract 1
- 238000009533 lab test Methods 0.000 abstract 1
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- 150000001768 cations Chemical class 0.000 description 6
- 238000001764 infiltration Methods 0.000 description 6
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- 238000005516 engineering process Methods 0.000 description 4
- 238000002474 experimental method Methods 0.000 description 4
- 238000010998 test method Methods 0.000 description 4
- 206010020675 Hypermetropia Diseases 0.000 description 3
- 238000011068 loading method Methods 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- YMHOBZXQZVXHBM-UHFFFAOYSA-N 2,5-dimethoxy-4-bromophenethylamine Chemical compound COC1=CC(CCN)=C(OC)C=C1Br YMHOBZXQZVXHBM-UHFFFAOYSA-N 0.000 description 2
- 206010039509 Scab Diseases 0.000 description 2
- 241000545067 Venus Species 0.000 description 2
- 238000004364 calculation method Methods 0.000 description 2
- 238000005056 compaction Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 229910052737 gold Inorganic materials 0.000 description 2
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- 241000544061 Cuculus canorus Species 0.000 description 1
- BDAGIHXWWSANSR-UHFFFAOYSA-M Formate Chemical compound [O-]C=O BDAGIHXWWSANSR-UHFFFAOYSA-M 0.000 description 1
- 229910001374 Invar Inorganic materials 0.000 description 1
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Classifications
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- 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
- C04B28/02—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 containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- 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
- C04B2111/00612—Uses not provided for elsewhere in C04B2111/00 as one or more layers of a layered structure
-
- 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
- C04B2111/2038—Resistance against physical degradation
-
- 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
- C04B2111/27—Water resistance, i.e. waterproof or water-repellent materials
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Road Paving Structures (AREA)
Abstract
The invention relates to a road surface low-noise micro-surfacing functional layer. The road surface low-noise micro-surfacing functional layer with 8-10mm of pouring thickness is formed by the following raw materials according to the weight percentage: 100 of aggregate, 3-6 of rubber powder, 15-19 of SBR cationic modified emulsified asphalt, 1-4 of cement, 0.4-0.8 of accessory ingredient and 7-14 of water. The construction method comprises road surface clearing, laying-out, finishing coat spreading, primary maintenance and quality examination, therefore, the road surface low-noise micro-surfacing functional layer with 8-10mm of pouring thickness is poured. The road surface low-noise micro-surfacing functional layer adopts the rubber powder, the proportion of different diameters of stone aggregates, and the proportion of different raw materials in the raw material proportion, solves the technical problem of noise pollution generated by asphalt road surface to travelling vehicles, remains the advantages of good water-proof property and good abrasion resistance of the prior micro-surfacing functional layer, accords with the standard road property requirement issued by the Ministry of Transport through the laboratory test and the pouring test on the asphalt road surface, and can be popularized for use.
Description
Technical field
The invention belongs to the coherent paving technical field of speedway and town road, be specifically related to the design of the indoor match ratio of several different materials and the paving technology of making at the scene.
Background technology
Micro-surfacing functional layer be adopt special equipment with the polymer modification mulseal, gather materials, filler, water mix and stir into slurry mixture according to a certain ratio with additive and the former road surface that paves rapidly on, but after paving within a short period of time open to traffic laminate structure, be called for short little table place.Be a kind of economy, quick, effective road surface prevention maintenance technology; it has many advantages such as workability is good, construction is fast, construction seasons is long, labour intensity is low, adhesion is strong, density is high, pollution-free; but also can improve the road surface outward appearance, road pavement plays protection, wearing and tearing, effect such as anti-skidding.
But the very big technical problem that micro-surfacing functional layer in use exists is exactly that noise is higher, because the micro-surfacing functional layer paving thickness has only 1cm, nominal maximum aggregate size is 9.5mm, the length of maximum particle diameter faller gill shape building stones can be greater than 10mm, and do not have enough fillings to gather materials again according to the compound of existing little table department level preparation to fill to around it, these building stones might get up in " setting " behind the rare mixture laying in little table place, in work plane, can form projection, when vehicle ' arrives these protruding parts, tire and protruding building stones produce bump, make driving vehicle produce exciting, finally cause in little table place road surface car, pass-by noise increases.
Summary of the invention
A technical problem to be solved by this invention is to overcome the shortcoming of above-mentioned micro-surfacing functional layer, and a kind of road surface low-noise micro-surfacing functional layer that pavement performance is good, anti-wear performance is good, cling property is good, noise pollution is little of establishing is provided.
Another technical problem to be solved by this invention is to provide a kind of job practices of road surface low-noise micro-surfacing functional layer.
It is to be become by following weight parts proportion raw material making to solve the problems of the technologies described above the technical scheme that adopted:
Gather materials 100 parts
3～6 parts of rubber powders
15～19 parts of the cation-modified mulseals of SBR
1～4 part of cement
0.4～0.8 part of auxiliary agent
7～14 parts in water.
Gathering materials in the said ratio is that particle diameter is that the middle rubble bits material of 5～8mm, the microlith that middle microlith is considered to be worth doing, particle diameter is 0.075～3mm that particle diameter is 3～6mm are considered the compound of expecting to be worth doing, in its proportioning, particle diameter is that middle rubble bits material and the particle diameter of 5～8mm is that microlith bits material, particle diameter are that the weight ratio of the microlith bits material of 0.075～3mm is 1: 1.5～2: 3～3.5 among 3～6mm; It is 62% that rubber powder adopts the oil-water ratio of the cation-modified mulseal of 30 purpose rubber powder SBR of the sharp chemical industry of Puyang gold Co., Ltd normal temperature polishing pulverizing, is produced by Henan Province Wei Sende pavement material Co., Ltd; Cement is 325# Portland cement or 425# Portland cement; Auxiliary agent is that mass concentration that Henan Province Wei Sende pavement material Co., Ltd produces is that 80% E1 splits the fast type emulsifier emulsion of coagulating slowly; Water in the proportioning comprises contained water in cation-modified mulseal of SBR and the auxiliary agent.
The raw materials used preferred weight part proportioning of making road surface low-noise micro-surfacing functional layer of the present invention is:
Gather materials 100 parts
3～5 parts of rubber powders
16～18 parts of the cation-modified mulseals of SBR
1～3 part of cement
0.5～0.8 part of auxiliary agent
7～13 parts in water.
The raw materials used optimum weight part proportioning of making road surface low-noise micro-surfacing functional layer of the present invention is:
Gather materials 100 parts
4 parts of rubber powders
17 parts of the cation-modified mulseals of SBR
2 parts of cement
0.6 part of auxiliary agent
10 parts in water.
Gathering materials in the proportioning of the present invention is that particle diameter is that the middle rubble bits material of 5～8mm, the microlith that middle microlith is considered to be worth doing, particle diameter is 0.075～3mm that particle diameter is 3～6mm are considered the compound of expecting to be worth doing, in its proportioning, particle diameter is that middle rubble bits material and the particle diameter of 5～8mm is that microlith bits material, particle diameter are that the optimum weight ratio of the microlith bits material of 0.075～3mm is 1: 1.7: 4 among 3～6mm;
The thickness of road surface low-noise micro-surfacing functional layer of the present invention is 8～10mm.
The job practices of above-mentioned road surface low-noise micro-surfacing functional layer is as follows:
1, cleaning road surface
Earth, weeds, greasy dirt and other foreign material on the cleaning road surface.
2, laying-down
Direction marks control line along paving.
3, the cover that paves
Little table place paver vehicle is opened to the construction starting point, aim at control line, put down the case that paves, the adjustment case that paves makes its periphery be adjacent to former road surface, by predefined weight proportion will gather materials, the cation-modified mulseal of SBR, rubber powder, filler, water and additive inject in the case that paves, and stir into the emulsion mortar of flow regime, the emulsion mortar is paved on the road surface with little table place paver vehicle.
4, roll
When compound just adopts 10 tons rubber-tyred roller water spray to roll 1-2 time during one-step forming, thickness is 8～10mm.
5, initial curing
(1) forbids all vehicles and pedestrians.
(2), carry out the stucco protection at the seal of crossing intersection part.
(3) when the cohesion of antiskid wearing layer during greater than 2.0NM, open to traffic.
(4) on-the-spot cleaning.
6, quality inspection
Except that " the highway subgrade road surface on-the-spot test rules " JTJ059-95 by Ministry of Communications's issue detects, also the fc-specific test FC vehicle is passed through test segment, pass-by noise in its car is detected, transfer after the assay was approved and use.
Road surface low-noise micro-surfacing functional layer of the present invention is compared with existing micro-surfacing functional layer, in the raw material proportioning, adopted rubber powder, the gather materials proportioning of proportioning and different material of the aggregate chips of different-grain diameter, solved the technical problem of flexible pavement, kept the advantage that water resistance is good, anti-wear performance is good of existing micro-surfacing functional layer the driving noise pollution that vehicle produced.Road surface low-noise micro-surfacing functional layer of the present invention and job practices thereof are through a large amount of laboratory research tests and carried out on-the-spot making test on flexible pavement, result of the test shows, the road surface low-noise micro-surfacing functional layer that adopts raw material of the present invention and weight proportion thereof and job practices to pave meets Ministry of Communications's ministry standard pavement performance requirement fully.Advantage such as that road surface low-noise micro-surfacing functional layer of the present invention has is reasonable in design, noise is low, water resistance good, anti-wear performance is good can be promoted the use of in the maintenance of newly-built flexible pavement and old asphalt pavement.
The specific embodiment
The present invention is described in more detail below in conjunction with embodiment, but the invention is not restricted to these embodiment.
Embodiment 1
Gathering materials with 100kg is that build up thickness on the flexible pavement upper berth be that the road surface low-noise micro-surfacing functional layer of 8～10mm used raw material and weight proportion thereof are as follows to example:
Particle diameter is the middle rubble bits material 15kg of 5～8mm
Particle diameter is the middle microlith bits material 25kg of 3～6mm
Particle diameter is the microlith bits material 60kg of 0.075～3mm
Rubber powder 4kg
The cation-modified mulseal 17kg of SBR
325# Portland cement 2kg
The E1 cation splits the fast type emulsifier emulsion 0.6kg of coagulating slowly
Water 10kg.
The present embodiment particle diameter is that the middle rubble bits material of 5～8mm, the microlith that middle microlith is considered to be worth doing, particle diameter the is 0.075～3mm bits that particle diameter is 3～6mm expect to be mixed into to gather materials, in its proportioning, particle diameter is that the middle rubble bits material of 5～8mm and the weight ratio of the microlith that middle microlith is considered to be worth doing, particle diameter the is 0.075～3mm bits material that particle diameter is 3～6mm are 1: 1.7: 4.The oil-water ratio of the cation-modified mulseal of SBR is 60%, is produced by Henan Province Wei Sende pavement material Co., Ltd; The 30 purpose rubber powders that rubber powder adopts the sharp chemical industry of Puyang gold Co., Ltd normal temperature polishing to pulverize; The also available 425# Portland cement of 325# Portland cement is replaced, and consumption is identical with the 325# Portland cement; It is 80% that the E1 cation splits fast mass concentration of coagulating type emulsifier emulsion slowly, is produced by Henan Province Wei Sende pavement material Co., Ltd; Water in the proportioning comprises that cation-modified mulseal of SBR and E1 cation split the fast contained water in the type emulsifier emulsion that coagulates slowly.
Its job practices is as follows:
1, cleaning road surface
Earth, weeds, greasy dirt and other foreign material on the cleaning road surface.
2, laying-down
Direction marks control line along paving.
3, pave and show up
Little table place paver vehicle is opened to the construction starting point, aim at control line, put down the case that paves, the adjustment case that paves makes its periphery be adjacent to former road surface, by predefined weight proportion or volume proportion will gather materials, polymer modification cationic emulsified bitumen, rubber powder, filler, water and additive inject in the case that paves, and stir into the emulsion mortar of flow regime, the emulsion mortar is paved on the road surface with little table place paver vehicle.
4, roll
When compound just adopts 10 tons rubber-tyred roller water spray to roll 1-2 time during one-step forming, thickness is 8～10mm.
5, initial curing
(1) forbids all vehicles and pedestrians.
(2), carry out the stucco protection at the seal of crossing intersection part.
(3) when the cohesion of antiskid wearing layer during greater than 2.0NM, open to traffic.
(4) on-the-spot cleaning.
6, quality inspection
" the highway subgrade road surface on-the-spot test rules " JTJ059-95 that removes by Ministry of Communications's issue detects, and the fc-specific test FC vehicle is passed through test segment, and pass-by noise in its car is detected, and transfers after the assay was approved and uses.
Embodiment 2
Gathering materials with 100kg is that build up thickness on the flexible pavement upper berth be that the road surface low-noise micro-surfacing functional layer of 8～10mm used raw material and weight proportion thereof are as follows to example:
Particle diameter is the middle rubble bits material 18.18kg of 5～8mm
Particle diameter is the middle microlith bits material 27.27kg of 3～6mm
Particle diameter is the microlith bits material 54.55kg of 0.075～3mm
Rubber powder 3kg
The cation-modified mulseal 15kg of SBR
325# Portland cement 1kg
The E1 cation splits the fast type emulsifier emulsion 0.4kg of coagulating slowly
Water 7kg.
The present embodiment particle diameter is that the middle rubble bits material of 5～8mm, the microlith that middle microlith is considered to be worth doing, particle diameter the is 0.075～3mm bits that particle diameter is 3～6mm expect to be mixed into to gather materials, in its proportioning, particle diameter is that the middle rubble bits material of 5～8mm and the weight ratio of the microlith that middle microlith is considered to be worth doing, particle diameter the is 0.075～3mm bits material that particle diameter is 3～6mm are 1: 1.5: 3.Other used raw material is identical with embodiment 1, and consumption is inequality.
Embodiment 3
Gathering materials with 100kg is that build up thickness on the flexible pavement upper berth be that the road surface low-noise micro-surfacing functional layer of 8～10mm used raw material and weight proportion thereof are as follows to example:
Particle diameter is the middle rubble bits material 15.38kg of 5～8mm
Particle diameter is the middle microlith bits material 30.77kg of 3～6mm
Particle diameter is the microlith bits material 53.85kg of 0.075～3mm
Rubber powder 6kg
The cation-modified mulseal 19kg of SBR
325# Portland cement 4kg
The E1 cation splits the fast type emulsifier emulsion 0.8kg of coagulating slowly
Water 14kg.
The present embodiment particle diameter is that the middle rubble bits material of 5～8mm, the microlith that middle microlith is considered to be worth doing, particle diameter the is 0.075～3mm bits that particle diameter is 3～6mm expect to be mixed into to gather materials, in its proportioning, particle diameter is that the middle rubble bits material of 5～8mm and the weight ratio of the microlith that middle microlith is considered to be worth doing, particle diameter the is 0.075～3mm bits material that particle diameter is 3～6mm are 1: 2: 3.5.Other used raw material is identical with embodiment 1, and consumption is inequality.
Its job practices is identical with embodiment 1.
In order to determine best proportioning of the present invention and job practices thereof, the inventor has carried out a large amount of laboratory research tests, and various test situation are as follows:
Laboratory apparatus: wet wheel abrasion test instrument, model is WTAT-120, by produced in USA; Loading wheel field compaction test instrument, model are GYFN567-355, are produced by the farsighted highway maintenance equipment in Henan Province Co., Ltd; Ionic charge analyzer, model are GYCY050007, are produced by the farsighted highway maintenance equipment in Henan Province Co., Ltd; The full-automatic bitumen needle forcemeter of computer, model are ZBZR-V, are produced by Shuyang County, Jiangsu Province highway detecting instrument instrument factory; Horizontal ductility machine, model are GYSY2000A, are produced by the farsighted highway maintenance equipment in Henan Province Co., Ltd; Full-automatic bituminous softening-point test instrument, model is SYD-2806E, is produced by Shuyang County, Jiangsu Province highway detecting instrument instrument factory.
1, the raw material proportioning is determined
Road surface low-noise micro-surfacing functional layer raw material proportioning determines that experiment comprises that mainly raw material are selected, aggregate grading is determined, best asphalt content is determined, optimum moisture content is determined experiment.
(1) grating is determined
Is that the microlith bits material that the middle rubble bits material of 5～8mm, middle microlith bits material that particle diameter is 3～6mm and particle diameter are 0.075～3mm carries out sieve test according to the ministry standard JTG E42-2005 of Ministry of Communications " highway engineering gather materials testing regulation " T 0302-2005 and T 0327-2005 test method to particle diameter, when particle diameter is that middle rubble bits material, the particle diameter of 5～8mm is that the weight ratio of the middle microlith bits material of 3～6mm, microlith bits material that particle diameter is 0.075～3mm is when being 1: 1.7: 4, it is better to mix the grating continuity, and the percent of pass of the grating upper limit, lower limit, intermediate value and formate gradation composition sees 1.
Table 1 screening result that gathers materials
(2) cation-modified mulseal consumption of SBR and rubber powder dosage determines
The oil-water ratio of the cation-modified mulseal consumption of the SBR that this test is adopted is 62%.
1. wet wheel abrasion test
Select the cation-modified mulseal consumption of SBR of aggregate quality 14.0%, 15.0%, 16.0%, 17.0%, 18.0%, 19.0%, 20.0% for use, 3%, 4%, 5%, 6%, 7% rubber powder consumption of aggregate quality is a test group.
Get 5 groups of rubber powder 0.03kg, 0.04kg, 0.05kg, 0.06kg, 0.07kg, every group adds the cation-modified mulseal 0.14kg of SBR, 0.15kg, 0.16kg, 0.17kg, 0.18kg, 0.19kg, 0.2kg respectively.Totally 35 testing sites, each testing site make three test specimens and carry out parallel test.All the other material usages of each test specimen are: particle diameter is rubble bits material 0.15kg in the basalt of 5～8mm, and particle diameter is microlith bits material 0.25kg in the basalt of 3～6mm, the basalt microlith bits material 0.6kg of 0.075～3mm, and common heavy 1kg gathers materials; 325# Portland cement 0.02kg, mass concentration is that 80% E1 cation splits the fast type emulsifier emulsion 0.006kg of coagulating slowly.Determine outer amount of water according to mixing and stirring test.
Load weighted rubber powder added gather materials, according to 105 of the T0752-1993 specimen molding method shaping test pieces among the ministry standard JTJ052-2000 of Ministry of Communications " highway engineering pitch and bituminous mixture testing regulation ", sample dimensions is Φ 279mm * 6mm, the baking oven of test specimen being put into 60 ℃ ± 3 ℃ dries to constant weight, and adopt wet wheel abrasion test instrument to test according to the T0752-1993 test method among the ministry standard JTJ052-2000 of Ministry of Communications " highway engineering pitch and bituminous mixture testing regulation ", measure 1 hour abrasion value.Test and result of calculation see Table 2.
2. loading wheel adheres to sand test
Select the cation-modified mulseal consumption of SBR of aggregate quality 14.0%, 15.0%, 16.0%, 17.0%, 18.0%, 19.0%, 20.0% for use, the rubber powder consumption of aggregate quality 3%, 4%, 5%, 6%, 7% is a test group.
It is 1. identical with experiment to make test specimen used raw material and weight proportion thereof.
Load weighted rubber powder added gather materials, according to 105 of the T0755-2000 specimen molding method shaping test pieces among the ministry standard JTJ052-2000 of Ministry of Communications " highway engineering pitch and bituminous mixture testing regulation ", sample dimensions is 50mm * 380mm * 12mm, the baking oven of test specimen being put into 60 ℃ ± 3 ℃ dries to constant weight, and adopt loading wheel field compaction test instrument to test according to the T0755-2000 test method among the ministry standard JTJ052-2000 of Ministry of Communications " highway engineering pitch and bituminous mixture testing regulation ", measure the scab value.
Test and result of calculation see Table 2.
Table 2 abrasion value and adhesion sand amount and bitumen aggregate ratio correspondence table
By table 2 as seen, along with the abrasion resistance of the increase compound of rubber powder volume obviously descends, when the rubber powder volume surpass aggregate quality 6% the time, abrasion value is excessive, and compound poor stability, in conjunction with experience rubber powder volume in the past should be controlled at aggregate quality 3%～6% between, abrasion value and scab value can both meet the demands and be better harmonious when the rubber powder volume is aggregate quality 4%, with the optimum mix amount of this value as rubber powder.
The consumption of the cation-modified mulseal of SBR along with the variation of rubber powder volume to different the optimum mix amounts should be arranged, when the rubber powder volume be aggregate quality 3%～6% between the time, the amount ranges that satisfies the cation-modified mulseal of SBR of test requirements document as can be seen from the test results is an aggregate quality 16%～19.0%, and the consumption of the SBR cation-modified mulseal corresponding with the rubber powder of aggregate quality 4% is an aggregate quality 17%.
In order to verify beneficial effect of the present invention, the inventor adopts raw material and the weight proportion and the job practices of the embodiment of the invention 1, in November, 2007 at Shanghai City A30 high speed 136k-137k section making the road surface low-noise micro-surfacing functional layer test section.In June, 2008 in Changsha Yue Lu main road, part highway section, Venus road making road surface low-noise micro-surfacing functional layer.Except that construction depth, friction factor, the infiltration coefficient of construction section having been carried out detecting, also require to have carried out that car is outer, internal car noise detects according to the owner by the JTJ05-95 of Ministry of Communications " highway subgrade road surface on-the-spot test rules ".
Tester: portable pendulum tester, produce by emerging highway Instr Ltd. of Shuyang, Jiangsu Province section; Sheet rubber, standard gage, commercially available, the tape measure of pavement temperature meter, commercially available; Artificial sanding instrument is produced by emerging highway Instr Ltd. of Shuyang, Jiangsu Province section; Amount sand, particle diameter 0.15～0.3mm; Steel Ruler, invar tape, commercially available; The infiltration coefficient instrument, sensible instrument plant produces by the Shuyang, Jiangsu.Noise testing adopts the TES-1352A noisemeter to be produced by Taiwan Tai Shi electronics corporation; The noise testing vehicle is Santana's 2000 type cars (vehicle condition is good), is produced by Shanghai Volkswagen Automotive Company Ltd.
1, detects cling property and infiltration coefficient
Construction depth adopts artificial sanding instrument test; Friction factor adopts the portable pendulum tester test; Infiltration coefficient adopts the test of infiltration coefficient instrument.Test result sees Table 3.
Table 3 antiskid part energy and infiltration coefficient detect
By table 3 as seen, the road surface low-noise micro-surfacing functional layer that adopts raw material of the present invention and weight proportion thereof and job practices to pave meets Ministry of Communications's ministry standard pavement performance requirement fully.
2, detect internal car noise
Testing vehicle carries out noise testing with the speed of 100km/h, 80km/h, 60km/h to Venus road, Yue Lu main road to cuckoo highway section respectively, range finding length is 500m, testing vehicle is with the test section, experiment highway section with presumptive test speed straight-line pass appointment during test, during test, the staff is silent in the car, closeall vehicle window, air-conditioning are avoided the interference of other sound, with near noisemeter (adopt A weighted sound pressure level) each test record 10 seconds passenger and driver left and right sides ear.Pass-by noise is taked car load far field method of testing.Test result sees Table 4.
The comparative analysis table is on average believed in table 4 noise measuring
Annotate: former road surface is that AC-13C type heat is mixed the hot laid asphaltic concrete road surface.
By table 4 as seen, in the car on road surface, common little table place, pass-by noise is all apparently higher than former road surface 1～4dB, and in the road surface low-noise micro-surfacing functional layer car, size and the former road surface of pass-by noise be basic identical, reached the purpose of reduction micro-surfacing functional layer noise.
Claims (4)
1. road surface low-noise micro-surfacing functional layer is characterized in that making thickness is that the road surface low-noise micro-surfacing functional layer of 8～10mm is made up of the following weight parts proportion raw material:
Gather materials 100 parts
3～6 parts of rubber powders
15～19 parts of the cation-modified mulseals of SBR
1～4 part of cement
0.4～0.8 part of auxiliary agent
7～14 parts in water
Gathering materials in the said ratio is that particle diameter is that the middle rubble bits material of 5～8mm, the microlith that middle microlith is considered to be worth doing, particle diameter is 0.075～3mm that particle diameter is 3～6mm are considered the compound of expecting to be worth doing, in its proportioning, particle diameter is that middle rubble bits material and the particle diameter of 5～8mm is that microlith bits material, particle diameter are that the weight ratio of the microlith bits material of 0.075～3mm is 1: 1.5～2: 3～3.5 among 3～6mm; Rubber powder is 30 purpose rubber powders, the oil-water ratio of the cation-modified mulseal of SBR is 62%, cement is 325# Portland cement or 425# Portland cement, auxiliary agent is that mass concentration is that 80% E1 splits the fast type emulsifier emulsion of coagulating slowly, and the water in the proportioning comprises contained water in cation-modified mulseal of SBR and the auxiliary agent.
2. according to the described road surface low-noise micro-surfacing functional layer of claim 1, it is characterized in that making thickness is that the raw materials used weight portion proportioning of road surface low-noise micro-surfacing functional layer of 8～10mm is:
Gather materials 100 parts
3～5 parts of rubber powders
16～18 parts of the cation-modified mulseals of SBR
1～3 part of cement
0.5～0.8 part of auxiliary agent
7～13 parts in water.
3. according to the described road surface low-noise micro-surfacing functional layer of claim 1, it is characterized in that making thickness is that the raw materials used weight portion proportioning of road surface low-noise micro-surfacing functional layer of 8～10mm is:
Gather materials 100 parts
4 parts of rubber powders
17 parts of the cation-modified mulseals of SBR
2 parts of cement
0.6 part of auxiliary agent
10 parts in water.
4. the job practices of claim 1 road surface low-noise micro-surfacing functional layer is characterized in that it is made up of following step:
(1) cleaning road surface
Earth, weeds, greasy dirt and other foreign material on the cleaning road surface;
(2) laying-down
Direction marks control line along paving;
(3) cover that paves
Little table place paver vehicle is opened to the construction starting point, aim at control line, put down the case that paves, the adjustment case that paves makes its periphery be adjacent to former road surface, by the weight proportion of setting will gather materials, the cation-modified mulseal of SBR, rubber powder, filler, water and additive inject in the case that paves, and stir into the emulsion mortar of flow regime, the emulsion mortar is paved on the road surface with little table place paver vehicle;
(4) roll
When compound just adopts 10 tons rubber-tyred roller water spray to roll 1-2 time during one-step forming, thickness is 8～10mm;
(5) initial curing
1. forbid all vehicles and pedestrians;
2. at the seal of crossing intersection part, carry out the stucco protection;
3. when the cohesion of antiskid wearing layer during greater than 2.0NM, open to traffic;
4. on-the-spot cleaning;
(6) quality inspection
Except that " the highway subgrade road surface on-the-spot test rules " JTJ059-95 by Ministry of Communications's issue detects, also the fc-specific test FC vehicle is passed through test segment, pass-by noise in its car is detected, transfer after the assay was approved and use.
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| CN101830667B (en) * | 2010-03-23 | 2012-07-25 | 湖北长江路桥股份有限公司 | Flexible micro-surfacing sealing slurry mixture and preparation method thereof |
| CN102220736B (en) * | 2011-01-26 | 2013-09-11 | 广东华盟路桥工程有限公司 | Construction technology of ultrathin wearing layer |
| CN102505605B (en) * | 2011-10-10 | 2014-11-26 | 上海砼杰材料科技发展有限公司 | Ultra-thin wearing layer of pavement |
| CN102998365A (en) * | 2012-12-03 | 2013-03-27 | 哈尔滨工业大学 | Micro-surfacing mixture noise indoor-test method |
| CN105316989B (en) * | 2014-06-23 | 2017-11-07 | 广州汽车集团股份有限公司 | A kind of laying method on internal car noise test bad road, internal car noise method of testing |
| CN104911975B (en) * | 2015-06-25 | 2017-03-01 | 王壹帆 | Pitch fibers enhancement mode waste rubber tyre powder noise abatement micro-surface area structure sheaf and its construction method |
| CN105884262B (en) * | 2016-03-31 | 2017-02-15 | 广州昇美材料科技有限公司 | Laminar road surface paving super-sticky wearing layer and construction method thereof |
| CN107419635A (en) * | 2017-05-04 | 2017-12-01 | 陕西国琳公路养护工程有限公司 | A kind of composite pavement sealing method |
| CN109796158B (en) * | 2019-03-26 | 2021-08-24 | 江苏增光新材料科技股份有限公司 | Micro-surfacing sealing layer mixture and preparation method thereof |
| CN113800819B (en) * | 2021-09-17 | 2022-06-28 | 核工业长沙中南建设集团有限公司 | Cold-mixing cold-paving mixture and preparation method and application thereof |
| CN113998962B (en) * | 2021-12-13 | 2023-02-24 | 山东省高速养护集团有限公司 | Low-noise micro-surfacing pavement material and preparation method thereof |
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Effective date of registration: 20200514 Address after: 453003 No. 6, lofty Road, Xinxiang Development Zone, Henan, China Patentee after: HENAN GAOYUAN MAINTENANCE TECHNOLOGY OF HIGHWAY Co.,Ltd. Address before: 453003, Henan province Xinxiang Province Development Zone lofty Road No. 6 Henan province high road maintenance technology Co., Ltd. Patentee before: Liu Tingguo |