CN109401604A - A kind of application method of highway repairing curing agent - Google Patents
A kind of application method of highway repairing curing agent Download PDFInfo
- Publication number
- CN109401604A CN109401604A CN201910041101.6A CN201910041101A CN109401604A CN 109401604 A CN109401604 A CN 109401604A CN 201910041101 A CN201910041101 A CN 201910041101A CN 109401604 A CN109401604 A CN 109401604A
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- China
- Prior art keywords
- highway
- repairing
- curing agent
- application method
- agent
- Prior art date
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- Pending
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- 238000000034 method Methods 0.000 title claims abstract description 33
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 29
- 239000000463 material Substances 0.000 claims abstract description 28
- 238000010276 construction Methods 0.000 claims abstract description 22
- 239000006087 Silane Coupling Agent Substances 0.000 claims abstract description 17
- 238000005485 electric heating Methods 0.000 claims abstract description 17
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 15
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 15
- 229910021389 graphene Inorganic materials 0.000 claims abstract description 15
- 239000004925 Acrylic resin Substances 0.000 claims abstract description 14
- 229920000178 Acrylic resin Polymers 0.000 claims abstract description 14
- 239000004814 polyurethane Substances 0.000 claims abstract description 14
- 229920002635 polyurethane Polymers 0.000 claims abstract description 14
- 239000006004 Quartz sand Substances 0.000 claims abstract description 13
- 238000012423 maintenance Methods 0.000 claims abstract description 5
- 239000000203 mixture Substances 0.000 claims description 20
- 230000000977 initiatory effect Effects 0.000 claims description 17
- 239000007962 solid dispersion Substances 0.000 claims description 16
- 230000008439 repair process Effects 0.000 claims description 13
- 238000010438 heat treatment Methods 0.000 claims description 12
- ZMDDERVSCYEKPQ-UHFFFAOYSA-N Ethyl (mesitylcarbonyl)phenylphosphinate Chemical group C=1C=CC=CC=1P(=O)(OCC)C(=O)C1=C(C)C=C(C)C=C1C ZMDDERVSCYEKPQ-UHFFFAOYSA-N 0.000 claims description 5
- 239000004615 ingredient Substances 0.000 claims description 5
- CWQXQMHSOZUFJS-UHFFFAOYSA-N molybdenum disulfide Chemical group S=[Mo]=S CWQXQMHSOZUFJS-UHFFFAOYSA-N 0.000 claims description 5
- 229910052982 molybdenum disulfide Inorganic materials 0.000 claims description 5
- FZUGPQWGEGAKET-UHFFFAOYSA-N parbenate Chemical group CCOC(=O)C1=CC=C(N(C)C)C=C1 FZUGPQWGEGAKET-UHFFFAOYSA-N 0.000 claims description 5
- 239000000843 powder Substances 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 6
- 239000002994 raw material Substances 0.000 abstract description 2
- 239000010426 asphalt Substances 0.000 description 8
- 230000000052 comparative effect Effects 0.000 description 5
- CSCPPACGZOOCGX-UHFFFAOYSA-N Acetone Chemical compound CC(C)=O CSCPPACGZOOCGX-UHFFFAOYSA-N 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- DOIRQSBPFJWKBE-UHFFFAOYSA-N dibutyl phthalate Chemical compound CCCCOC(=O)C1=CC=CC=C1C(=O)OCCCC DOIRQSBPFJWKBE-UHFFFAOYSA-N 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003822 epoxy resin Substances 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- WYTZZXDRDKSJID-UHFFFAOYSA-N (3-aminopropyl)triethoxysilane Chemical group CCO[Si](OCC)(OCC)CCCN WYTZZXDRDKSJID-UHFFFAOYSA-N 0.000 description 1
- SJECZPVISLOESU-UHFFFAOYSA-N 3-trimethoxysilylpropan-1-amine Chemical group CO[Si](OC)(OC)CCCN SJECZPVISLOESU-UHFFFAOYSA-N 0.000 description 1
- PIICEJLVQHRZGT-UHFFFAOYSA-N Ethylenediamine Chemical compound NCCN PIICEJLVQHRZGT-UHFFFAOYSA-N 0.000 description 1
- AFCARXCZXQIEQB-UHFFFAOYSA-N N-[3-oxo-3-(2,4,6,7-tetrahydrotriazolo[4,5-c]pyridin-5-yl)propyl]-2-[[3-(trifluoromethoxy)phenyl]methylamino]pyrimidine-5-carboxamide Chemical compound O=C(CCNC(=O)C=1C=NC(=NC=1)NCC1=CC(=CC=C1)OC(F)(F)F)N1CC2=C(CC1)NN=N2 AFCARXCZXQIEQB-UHFFFAOYSA-N 0.000 description 1
- GTXWPZRNXZAPGM-UHFFFAOYSA-N NCCC[SiH](OC(OCC)(OCC)OCC)OC Chemical group NCCC[SiH](OC(OCC)(OCC)OCC)OC GTXWPZRNXZAPGM-UHFFFAOYSA-N 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- BLRPTPMANUNPDV-UHFFFAOYSA-N Silane Chemical compound [SiH4] BLRPTPMANUNPDV-UHFFFAOYSA-N 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000001143 conditioned effect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000010453 quartz Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 229910000077 silane Inorganic materials 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000010257 thawing Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D175/00—Coating compositions based on polyureas or polyurethanes; Coating compositions based on derivatives of such polymers
- C09D175/04—Polyurethanes
- C09D175/14—Polyurethanes having carbon-to-carbon unsaturated bonds
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D7/00—Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
- C09D7/40—Additives
- C09D7/60—Additives non-macromolecular
- C09D7/61—Additives non-macromolecular inorganic
-
- 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
- E01C23/06—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
- E01C23/09—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges
- E01C23/0966—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for filling or priming, with or without working the surface of the filling or applying particulate material thereto, e.g. for filling the joints of stone-sett paving
- E01C23/0973—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for filling or priming, with or without working the surface of the filling or applying particulate material thereto, e.g. for filling the joints of stone-sett paving with liquid or semi-liquid materials, e.g. crack sealants
- E01C23/098—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for filling or priming, with or without working the surface of the filling or applying particulate material thereto, e.g. for filling the joints of stone-sett paving with liquid or semi-liquid materials, e.g. crack sealants and working the surface of the filling or applying particulate material thereto, e.g. smoothing, gritting
Abstract
It is different from traditional highway maintenance method the invention discloses a kind of application method of highway repairing curing agent, using polyurethane acrylic resin as main component, it joined the raw materials such as graphene, superfine quartz sand and silane coupling agent to improve intensity;At the construction field (site), it in such a way that electric heating blanket heats repairing position, paves from material to final repairing and finishes in 30min and can complete, method is simple, and efficiently, repairing effect is permanent;Repairing effect in 5 years can also be kept constant even if in the biggish area of the temperature difference.
Description
Technical field
The present invention relates to highway construction and repairing technique field more particularly to a kind of users of highway repairing curing agent
Method.
Background technique
Highway construction be country basic industry and economic development leading industry, highway in the long-term use, by
In the effect of the variation of temperature, the shrinkage and creep of ground surface material and the factors such as load and freeze thawing, runway (highway) is often
Different degrees of breakage can be generated.The damaged degree of highway is then even more serious, therefore, how rapidly and guaranteeing in time
It is repaired in the case where vehicle pass-through, how as early as possible open passage, gives full play to the service efficiency of highway, extend and use
The time limit improves the quality and benefit of highway maintenance maintenance, will be the new challenge faced in Expressway Development process.Mesh
Before, pavement patching material includes asphalt and cement concrete (having preferable compressive property and fracture resistance), and pitch is mixed
It closes material and mainly uses hot-mix asphalt mixture.
When cement concrete is as pavement patching material, the desciccation crack of cement concrete is serious, and the effect after repairing is poor,
Not timing is needed to do over again, currently, mainly using hot-mix asphalt mixture as highway material for repairing, however hot-mix asphalt mixture is repaired
It is cumbersome to mend construction Craft, conditioned time is long and all very high to asphalt temperature and site operation temperature requirement, and commonly drips
The heating temperature of green (hot-mix asphalt mixture includes plain asphalt mixture and modified asphalt mixture) must not be lower than 150 DEG C,
The heating temperature of modified pitch must not be lower than 160 DEG C.
Chinese invention patent CN103979890A discloses a kind of rapid construction highway material for repairing and preparation method thereof and makes
With method, the main component of the material are as follows: epoxy resin, dibutyl phthalate, ethylenediamine, acetone and filler, the material
Not only with the compression strength and flexural strength of portland cement concrete, but also have the advantages that molding time is short low with paving material,
The temperature requirement for reducing site operation simplifies construction technology, but contains a large amount of acetone in the material, therefore outdoor study
It is affected to environment, and since main component is epoxy resin, therefore the component difference of the main material pitch of former highway
It is larger, therefore after being used for a long time, the adhesive property of the two is poor, generally uses in the biggish area of the daily temperature difference such as Xinjiang, northeast
Afterwards, mend just will appear more apparent crack in 3 years, therefore it is necessary to study the highway repairings that one kind can be used for a long time
Curing agent and its application method.
Summary of the invention
Technical problems based on background technology, the invention proposes a kind of application methods of highway repairing curing agent.
Technical scheme is as follows:
A kind of application method of highway repairing curing agent, comprising the following steps:
A, polyurethane acrylic resin, photoinitiator, aided initiating are weighed respectively according to the ratio;And above-mentioned material is mixed equal
It is even, mixture A is obtained, it is spare;
B, solid dispersion, graphene, superfine quartz sand are weighed respectively according to the ratio;Above-mentioned material is mixed evenly, is obtained
Mixture B, it is spare;
C, A and B are mixed and added into silane coupling agent at the construction field (site), paved after mixing in the position that highway needs to repair
It sets, repairing position is heated using electric heating blanket;
D, rolled in the pave position of rapid construction highway material for repairing of highway, roll it is primary after, remove electric heating blanket, sun
After light irradiates 10min, highway repairing is finished.
Preferably, in the step C, construction site mixing, the step of paving, are carried out under the conditions of being protected from light.
Preferably, in the step C, the electric heating blanket is opaque, and heating temperature is at 60-70 DEG C, heating time
Control is in 8-15min.
Preferably, highway of the invention repairs curing agent, including following component: polyurethane acrylic resin, photoinitiator,
Aided initiating, solid dispersion, graphene, superfine quartz sand and silane coupling agent.
Preferably, the highway repairs curing agent, the ingredient including following weight percent: polyurethane acrylic resin
It is 60-75%, photoinitiator 5-12%, aided initiating 1-3%, solid dispersion 2-6%, graphene 0.1-0.2%, silane coupled
Agent 0.5-2% and superfine quartz sand surplus.
Preferably, the photoinitiator is 2,4,6- trimethylbenzoyl phenyl phosphinic acid ethyl esters.
Preferably, the aided initiating is ethyl 4-dimethylaminobenzoate.
Preferably, the solid dispersion is molybdenum disulfide.
The invention has the beneficial effects that: the application method of highway repairing curing agent of the invention is supported with traditional highway
Maintaining method is different, using polyurethane acrylic resin as main component, joined graphene, ultra-fine quartz to improve intensity
The raw materials such as sand and silane coupling agent;At the construction field (site), it in such a way that electric heating blanket heats repairing position, is spread out from material
It is taped against final repairing to finish in 30min and can complete, method is simple, and efficiently, repairing effect is permanent;Even if biggish in the temperature difference
Area can also keep repairing effect in 5 years constant.
Specific embodiment
Embodiment 1:
A kind of application method of highway repairing curing agent, comprising the following steps:
A, polyurethane acrylic resin, photoinitiator, aided initiating are weighed respectively according to the ratio;And above-mentioned material is mixed equal
It is even, mixture A is obtained, it is spare;
B, solid dispersion, graphene, superfine quartz sand are weighed respectively according to the ratio;Above-mentioned material is mixed evenly, is obtained
Mixture B, it is spare;
C, A and B are mixed and added into silane coupling agent at the construction field (site), paved after mixing in the position that highway needs to repair
It sets, repairing position is heated using electric heating blanket;
D, rolled in the pave position of rapid construction highway material for repairing of highway, roll it is primary after, remove electric heating blanket, sun
After light irradiates 10min, highway repairing is finished.
In the step C, construction site mixing, the step of paving, are carried out under the conditions of being protected from light.
In the step C, the electric heating blanket is opaque, and at 65 DEG C, heating time control exists heating temperature
12min。
Highway of the present invention repairs curing agent, the ingredient including following weight percent: polyurethane acrylic resin
72%, photoinitiator 8%, aided initiating 1.5%, solid dispersion 2.5%, graphene 0.15%, 1.8% and of silane coupling agent
Superfine quartz sand surplus.
The photoinitiator is 2,4,6- trimethylbenzoyl phenyl phosphinic acid ethyl ester.
The aided initiating is ethyl 4-dimethylaminobenzoate.
The solid dispersion is molybdenum disulfide.
The silane coupling agent is gamma-aminopropyl-triethoxy-silane.
Embodiment 2:
A kind of application method of highway repairing curing agent, comprising the following steps:
A, polyurethane acrylic resin, photoinitiator, aided initiating are weighed respectively according to the ratio;And above-mentioned material is mixed equal
It is even, mixture A is obtained, it is spare;
B, solid dispersion, graphene, superfine quartz sand are weighed respectively according to the ratio;Above-mentioned material is mixed evenly, is obtained
Mixture B, it is spare;
C, A and B are mixed and added into silane coupling agent at the construction field (site), paved after mixing in the position that highway needs to repair
It sets, repairing position is heated using electric heating blanket;
D, rolled in the pave position of rapid construction highway material for repairing of highway, roll it is primary after, remove electric heating blanket, sun
After light irradiates 10min, highway repairing is finished.
In the step C, construction site mixing, the step of paving, are carried out under the conditions of being protected from light.
In the step C, the electric heating blanket is opaque, and at 70 DEG C, heating time controls in 8min heating temperature.
Highway of the present invention repairs curing agent, the ingredient including following weight percent: polyurethane acrylic resin
75%, photoinitiator 12%, aided initiating 3%, solid dispersion 2%, graphene 0.2%, silane coupling agent 0.5% and ultra-fine
Quartz sand surplus.
The photoinitiator is 2,4,6- trimethylbenzoyl phenyl phosphinic acid ethyl ester.
The aided initiating is ethyl 4-dimethylaminobenzoate.
The solid dispersion is molybdenum disulfide.
The silane coupling agent is γ-aminopropyltrimethoxysilane.
Embodiment 3:
A kind of application method of highway repairing curing agent, comprising the following steps:
A, polyurethane acrylic resin, photoinitiator, aided initiating are weighed respectively according to the ratio;And above-mentioned material is mixed equal
It is even, mixture A is obtained, it is spare;
B, solid dispersion, graphene, superfine quartz sand are weighed respectively according to the ratio;Above-mentioned material is mixed evenly, is obtained
Mixture B, it is spare;
C, A and B are mixed and added into silane coupling agent at the construction field (site), paved after mixing in the position that highway needs to repair
It sets, repairing position is heated using electric heating blanket;
D, rolled in the pave position of rapid construction highway material for repairing of highway, roll it is primary after, remove electric heating blanket, sun
After light irradiates 10min, highway repairing is finished.
In the step C, construction site mixing, the step of paving, are carried out under the conditions of being protected from light.
In the step C, the electric heating blanket is opaque, and at 60 DEG C, heating time control exists heating temperature
15min。
Highway of the present invention repairs curing agent, the ingredient including following weight percent: polyurethane acrylic resin
60%, photoinitiator 5%, aided initiating 1%, solid dispersion 6%, graphene 0.1%, silane coupling agent 2% and ultra-fine quartz
Sand surplus.
The photoinitiator is 2,4,6- trimethylbenzoyl phenyl phosphinic acid ethyl ester.
The aided initiating is ethyl 4-dimethylaminobenzoate.
The solid dispersion is molybdenum disulfide.
The silane coupling agent is γ-aminopropyltriethoxy dimethoxysilane.
Comparative example 1
By the graphene removal in embodiment 1, remaining proportion and application method are constant.
Comparative example 2
By the silane coupling agent removal in embodiment 1, remaining proportion and application method are constant.
The repair efficiency of the highway of embodiment 1 and comparative example 1-2 repairing curing agent is detected below, and with middle promulgated by the State Council
Bright patent CN103979890A embodiment 1 is compareed, and obtains following as a result, specific data are shown in Table 1.
Compression strength MPa | Flexural strength MPa | Whether there is crack after mend 3 years | Whether there is crack after mend 5 years | |
Embodiment 1 | 38.1 | 8.3 | It is no | It is no |
Embodiment 2 | 36.8 | 8.2 | It is no | It is no |
Embodiment 3 | 35.4 | 7.8 | It is no | It is no |
Comparative example 1 | 36.9 | 8.3 | It is | It is |
Comparative example 2 | 27.3 | 3.8 | It is no | It is |
Reference examples | 32.8 | 7.5 | It is | It is |
Note: whether mend of the invention there is the experiment in crack on the Class I highway in Chengde City, Hebei Province Pingquan city
(bituminous pavement) is tested.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (8)
1. a kind of application method of highway repairing curing agent, which comprises the following steps:
A, polyurethane acrylic resin, photoinitiator, aided initiating are weighed respectively according to the ratio;And above-mentioned material is mixed equal
It is even, mixture A is obtained, it is spare;
B, solid dispersion, graphene, superfine quartz sand are weighed respectively according to the ratio;Above-mentioned material is mixed evenly, is obtained
Mixture B, it is spare;
C, A and B are mixed and added into silane coupling agent at the construction field (site), paved after mixing in the position that highway needs to repair
It sets, repairing position is heated using electric heating blanket;
D, rolled in the pave position of rapid construction highway material for repairing of highway, roll it is primary after, remove electric heating blanket, sun
After light irradiates 10min, highway repairing is finished.
2. the application method of highway repairing curing agent as described in claim 1, which is characterized in that in the step C, construction
The step of scene mixes, paves carries out under the conditions of being protected from light.
3. the application method of highway repairing curing agent as described in claim 1, which is characterized in that described in the step C
Electric heating blanket it is opaque, at 60-70 DEG C, heating time controls in 8-15min heating temperature.
4. the application method of highway repairing curing agent as described in claim 1, which is characterized in that the highway repairs maintenance
Agent, including following component: polyurethane acrylic resin, photoinitiator, aided initiating, solid dispersion, graphene, ultra-fine quartz
Sand and silane coupling agent.
5. the application method of highway repairing curing agent as described in claim 1, which is characterized in that the highway repairs maintenance
Agent, the ingredient including following weight percent: polyurethane acrylic resin 60-75%, photoinitiator 5-12%, aided initiating
1-3%, solid dispersion 2-6%, graphene 0.1-0.2%, silane coupling agent 0.5-2% and superfine quartz sand surplus.
6. the application method of highway repairing curing agent a method as claimed in any one of claims 1 to 5, which is characterized in that described is light-initiated
Agent is 2,4,6- trimethylbenzoyl phenyl phosphinic acid ethyl ester.
7. the application method of highway repairing curing agent a method as claimed in any one of claims 1 to 5, which is characterized in that described helps initiation
Agent is ethyl 4-dimethylaminobenzoate.
8. the application method of highway repairing curing agent a method as claimed in any one of claims 1 to 5, which is characterized in that the solid point
Powder is molybdenum disulfide.
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CN201910041101.6A CN109401604A (en) | 2019-01-16 | 2019-01-16 | A kind of application method of highway repairing curing agent |
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CN201910041101.6A CN109401604A (en) | 2019-01-16 | 2019-01-16 | A kind of application method of highway repairing curing agent |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111484274A (en) * | 2020-04-24 | 2020-08-04 | 位赛厦 | Preparation method of highway repair material |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101805532A (en) * | 2010-04-02 | 2010-08-18 | 株洲时代新材料科技股份有限公司 | Bi-component methyl methacrylate waterproof paint |
CN106118174A (en) * | 2016-07-28 | 2016-11-16 | 江苏乘鹰新材料股份有限公司 | Anti-static wearable Rapid-Repair coating being applied to terrace and preparation method thereof |
CN107829344A (en) * | 2017-09-30 | 2018-03-23 | 王朝辉 | A kind of highway superpower composite seal coat material and construction application |
CN107858080A (en) * | 2017-11-18 | 2018-03-30 | 上海协承昌化工有限公司 | A kind of UV repair paints and repair technology |
CN107936593A (en) * | 2017-12-01 | 2018-04-20 | 广东工业大学 | A kind of modified emulsifying asphalt and its preparation method and application |
-
2019
- 2019-01-16 CN CN201910041101.6A patent/CN109401604A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101805532A (en) * | 2010-04-02 | 2010-08-18 | 株洲时代新材料科技股份有限公司 | Bi-component methyl methacrylate waterproof paint |
CN106118174A (en) * | 2016-07-28 | 2016-11-16 | 江苏乘鹰新材料股份有限公司 | Anti-static wearable Rapid-Repair coating being applied to terrace and preparation method thereof |
CN107829344A (en) * | 2017-09-30 | 2018-03-23 | 王朝辉 | A kind of highway superpower composite seal coat material and construction application |
CN107858080A (en) * | 2017-11-18 | 2018-03-30 | 上海协承昌化工有限公司 | A kind of UV repair paints and repair technology |
CN107936593A (en) * | 2017-12-01 | 2018-04-20 | 广东工业大学 | A kind of modified emulsifying asphalt and its preparation method and application |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111484274A (en) * | 2020-04-24 | 2020-08-04 | 位赛厦 | Preparation method of highway repair material |
CN111484274B (en) * | 2020-04-24 | 2021-11-05 | 位赛厦 | Preparation method of highway repair material |
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