CN106893286B - A kind of overpass sub-surface rapid hardener and preparation method thereof - Google Patents

A kind of overpass sub-surface rapid hardener and preparation method thereof Download PDF

Info

Publication number
CN106893286B
CN106893286B CN201710105110.8A CN201710105110A CN106893286B CN 106893286 B CN106893286 B CN 106893286B CN 201710105110 A CN201710105110 A CN 201710105110A CN 106893286 B CN106893286 B CN 106893286B
Authority
CN
China
Prior art keywords
parts
overpass
sub
agent
curing agent
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.)
Active
Application number
CN201710105110.8A
Other languages
Chinese (zh)
Other versions
CN106893286A (en
Inventor
林俊
张换水
张明涛
黄卫国
黄志刚
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.)
JIANGXI HIGHWAY ENGINEERING TEST CENTER
Original Assignee
JIANGXI HIGHWAY ENGINEERING TEST CENTER
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 JIANGXI HIGHWAY ENGINEERING TEST CENTER filed Critical JIANGXI HIGHWAY ENGINEERING TEST CENTER
Priority to CN201710105110.8A priority Critical patent/CN106893286B/en
Publication of CN106893286A publication Critical patent/CN106893286A/en
Application granted granted Critical
Publication of CN106893286B publication Critical patent/CN106893286B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08KUse of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K5/00Use of organic ingredients
    • C08K5/04Oxygen-containing compounds
    • C08K5/09Carboxylic acids; Metal salts thereof; Anhydrides thereof
    • C08K5/098Metal salts of carboxylic acids
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08JWORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
    • C08J3/00Processes of treating or compounding macromolecular substances
    • C08J3/24Crosslinking, e.g. vulcanising, of macromolecules
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08KUse of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K5/00Use of organic ingredients
    • C08K5/04Oxygen-containing compounds
    • C08K5/05Alcohols; Metal alcoholates
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08KUse of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K5/00Use of organic ingredients
    • C08K5/04Oxygen-containing compounds
    • C08K5/14Peroxides
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L95/00Compositions of bituminous materials, e.g. asphalt, tar, pitch
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08JWORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
    • C08J2367/00Characterised by the use of polyesters obtained by reactions forming a carboxylic ester link in the main chain; Derivatives of such polymers
    • C08J2367/06Unsaturated polyesters

Landscapes

  • Chemical & Material Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Medicinal Chemistry (AREA)
  • Polymers & Plastics (AREA)
  • Organic Chemistry (AREA)
  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Compositions Of Macromolecular Compounds (AREA)

Abstract

A kind of overpass sub-surface rapid hardener, including dimethylbenzene, curing agent, naphthalane acid cobalt, crosslinking agent, epoxy resin, accelerating agent, a butanol, toughener, stabilizer and compatilizer, each component quality proportioning be:5~20 parts of dimethylbenzene, 2~6 parts of curing agent, 2~6 parts of naphthalane acid cobalts, 0.1~3 part of crosslinking agent, 20~50 parts of epoxy resin, 2~5 parts of accelerating agents, 1~3 part of one butanol, 0.5~3 part of toughener, 0.2~4 part of stabilizer and 1~4 part of compatilizer;By adding dimethylbenzene, curing agent and toughener, to improve the viscosity of pitch, coordinates naphthalane acid cobalt, effectively accelerate the setting rate of pitch under high temperature environment;Addition epoxy resin to form the insoluble high polymer with three-dimensional reticular structure with crosslinking to react with curing agent, has good physics, chemical property, and deformation retract rate is small, and hardness is high, and flexibility is good.

Description

A kind of overpass sub-surface rapid hardener and preparation method thereof
Technical field
The present invention relates to road surface hardening preparing technical field more particularly to a kind of overpass sub-surface rapid hardeners And preparation method thereof.
Background technology
With the rapid development in city, the quick increase of car owning amount, the traffic on existing ground increasingly can't bear to bear a heavy burden, Overpass is the best method that busy urban transportation provides a convenient and fast, is reduction urban ground traffic pressure, such as The remote vehicle of road wishes that find overpass on access bridge as early as possible travels on overpass, avoids the traffic above-ground situation of congestion, with Reduce the time that crossroad waits traffic lights.And overpass is built in urban district, not only the quality of bituminous paving is proposed more High requirement, also proposes strict requirements to the construction period;And the orthotropic panel of Large Span Bridges due to its stress and It deforms complex, the pavement performance of its pave-load layer is required also higher, be difficult to reach requirement using general heavy traffic paving asphalt, more Polymer modified asphalt is used come more high grade pavement and paving steel bridge deck, common polymer modified asphalt is using drip Green and thermoplastic resin or rubber are blended, and disperse to be formed the forms such as graininess, filiform, network-like by modifying agent to realize pair Matrix pitch is put more energy into and toughening, but the setting rate of overpass sub-surface determines the progress of construction period.
Invention content
Technical problem solved by the invention is to provide a kind of overpass sub-surface rapid hardener and its preparation Method, to solve the disadvantage in above-mentioned background technology.
Technical problem solved by the invention is realized using following technical scheme:
A kind of overpass sub-surface rapid hardener, including dimethylbenzene, curing agent, naphthalane acid cobalt, crosslinking agent, insatiable hunger With polyester resin, a butanol, toughener, stabilizer and compatilizer, each component quality proportioning is:5~20 parts of dimethylbenzene, 2~6 parts Curing agent, 2~6 parts of naphthalane acid cobalts, 0.1~3 part of crosslinking agent, 20~50 parts of unsaturated polyester resins, 1~3 part of one butanol, 0.5 ~3 parts of toughener, 0.2~4 part of stabilizer and 1~4 part of compatilizer.
A kind of overpass sub-surface rapid hardener preparation method, is as follows:
1)After each component is mixed according to above-mentioned corresponding ratio uniform, pulverizer is added and crushes, obtains mixture;
2)By step 1)In mixture sieved by sieve, the compound particles screened out are uniform in size, while will be compared with The mixture of bulky grain is reentered into step 1)Described in pulverizer crush again;
3)By step 2)The mixture of middle screening flows into granulator by feed hopper, cooling by granulator extrusion forming Afterwards up to overpass sub-surface rapid hardener.
Another overpass sub-surface rapid hardener, including dimethylbenzene, curing agent, naphthalane acid cobalt, crosslinking agent, no Saturated polyester resin, accelerating agent, a butanol, toughener, stabilizer and compatilizer, each component quality proportioning are:5~20 parts of diformazans Benzene, 2~6 parts of curing agent, 2~6 parts of naphthalane acid cobalts, 0.1~3 part of crosslinking agent, 20~50 parts of unsaturated polyester resins, 2~5 parts of rush Into agent, 1~3 part of one butanol, 0.5~3 part of toughener, 0.2~4 part of stabilizer and 1~4 part of compatilizer.
A kind of overpass sub-surface rapid hardener preparation method, is as follows:
1)After each component is mixed according to above-mentioned corresponding ratio uniform, pulverizer is added and crushes, obtains mixture;
2)By step 1)In mixture sieved by sieve, the compound particles screened out are uniform in size, while will be compared with The mixture of bulky grain is reentered into step 1)Described in pulverizer crush again;
3)By step 2)The mixture of middle screening flows into granulator by feed hopper, cooling by granulator extrusion forming Afterwards up to overpass sub-surface rapid hardener.
In the present embodiment, curing agent is cyclohexanone peroxide.
In the present embodiment, it is 1% styrene solution that accelerating agent, which is mass ratio,.
In the present embodiment, epoxy resin is unsaturated polyester resin.
Advantageous effect:The present invention is by adding dimethylbenzene, curing agent and toughener, to improve the viscosity of pitch, cooperation Naphthalane acid cobalt effectively accelerates the setting rate of pitch under high temperature environment;Addition epoxy resin is crosslinked instead with curing agent The insoluble high polymer with three-dimensional reticular structure should be formed, there is good physics, chemical property, deformation retract rate is small, firmly Degree is high, and flexibility is good.
Specific implementation mode
In order to make the technical means, the creative features, the aims and the efficiencies achieved by the present invention be easy to understand, tie below Specific embodiment is closed, the present invention is further explained.
Embodiment 1
Overpass sub-surface rapid hardener, by 5 parts of dimethylbenzene, 2 parts of curing agent, 2 parts of naphthalane acid cobalts, 0.1 part of friendship Join agent, 20 parts of epoxy resin, 2 parts of accelerating agents, 1 part of one butanol, 0.5 part of toughener, 0.2 part of stabilizer and 1 part of compatilizer to constitute, Preparation method is as follows:
5g dimethylbenzene, 2g curing agent, 2g naphthalane acid cobalt, 0.1g crosslinking agents, 20g epoxy resin, 2g accelerating agents, 1g will be weighed One butanol, 0.5g toughener, 0.2g stabilizers and 1g compatilizers after evenly mixing, are added pulverizer and crush, obtain mixture; Gained mixture is being sieved by sieve, the compound particles screened out are uniform in size, while by the mixture of larger particles It is reentered into pulverizer to crush again, granulator then is added by feed hopper in the mixture of screening, passes through granulator Extrusion forming, up to overpass sub-surface rapid hardener after cooling;It is quick using overpass sub-surface obtained 140 ° are heated to after being stirred evenly in curing agent addition plain asphalt, after keeping 1h, overpass sub-surface will be added with soon The pitch place mat of fast curing agent is to be detected on the base station of simulated roadway;
Embodiment 2
Overpass sub-surface rapid hardener, by 8 parts of dimethylbenzene, 3 parts of curing agent, 3 parts of naphthalane acid cobalts, 0.5 part of friendship Join agent, 25 parts of epoxy resin, 3 parts of accelerating agents, 1.4 part of one butanol, 1 part of toughener, 0.5 part of stabilizer and 1.6 parts of compatilizer structures At preparation method is as follows:
To weigh 8g dimethylbenzene, 3g curing agent, 3g naphthalane acid cobalt, 0.5g crosslinking agents, 25g epoxy resin, 3g accelerating agents, Mono- butanol of 1.4g, 1g toughener, 0.5g stabilizers and 1.6g compatilizers after evenly mixing, are added pulverizer and crush, obtain mixed Close object;Gained mixture is being sieved by sieve, the compound particles screened out are uniform in size, while mixing larger particles Close object to be reentered into pulverizer and crush again, granulator then be added by feed hopper in the mixture of screening, by Grain machine extrusion forming, up to overpass sub-surface rapid hardener after cooling;It is used by overpass sub-surface obtained 140 ° are heated to after being stirred evenly in rapid hardener addition plain asphalt, after keeping 1h, overpass sub-surface will be added with It is to be detected with the pitch place mat of rapid hardener on the base station of simulated roadway;
Embodiment 3
Overpass sub-surface rapid hardener, by 10 parts of dimethylbenzene, 3.6 parts of curing agent, 3.6 parts of naphthalane acid cobalts, 1 part Crosslinking agent, 30 parts of epoxy resin, 3.6 parts of accelerating agents, 2 part of one butanol, 1.7 parts of toughener, 1 part of stabilizer and 2 parts of compatilizer structures At preparation method is as follows:
10g dimethylbenzene, 3.6g curing agent, 3.6g naphthalane acid cobalt, 1g crosslinking agents, 30g epoxy resin, 3.6g will be weighed to promote Agent, mono- butanol of 2g, 1.7g toughener, 1g stabilizers and 2g compatilizers after evenly mixing, are added pulverizer and crush, must mix Object;Gained mixture is being sieved by sieve, the compound particles screened out are uniform in size, while by the mixing of larger particles Object is reentered into pulverizer and crushes again, and granulator then is added by feed hopper in the mixture of screening, passes through particle Machine extrusion forming, up to overpass sub-surface rapid hardener after cooling;It is fast using overpass sub-surface obtained 140 ° are heated to after being stirred evenly in fast curing agent addition plain asphalt, after keeping 1h, overpass sub-surface will be added with and used The pitch place mat of rapid hardener is to be detected on the base station of simulated roadway;
Embodiment 4
Overpass sub-surface rapid hardener, by 12 parts of dimethylbenzene, 4 parts of curing agent, 4 parts of naphthalane acid cobalts, 1.4 parts of friendships Join agent, 35 parts of epoxy resin, 4 parts of accelerating agents, 2.5 part of one butanol, 2 parts of toughener, 1.3 parts of stabilizers and 2.8 parts of compatilizer structures At preparation method is as follows:
To weigh 12g dimethylbenzene, 4g curing agent, 4g naphthalane acid cobalt, 1.4g crosslinking agents, 35g epoxy resin, 4g accelerating agents, Mono- butanol of 2.5g, 2g toughener, 1.3g stabilizers and 2.8g compatilizers after evenly mixing, are added pulverizer and crush, obtain mixed Close object;Gained mixture is being sieved by sieve, the compound particles screened out are uniform in size, while mixing larger particles Close object to be reentered into pulverizer and crush again, granulator then be added by feed hopper in the mixture of screening, by Grain machine extrusion forming, up to overpass sub-surface rapid hardener after cooling;It is used by overpass sub-surface obtained 140 ° are heated to after being stirred evenly in rapid hardener addition plain asphalt, after keeping 1h, overpass sub-surface will be added with It is to be detected with the pitch place mat of rapid hardener on the base station of simulated roadway;
Embodiment 5
Overpass sub-surface rapid hardener, by 15 parts of dimethylbenzene, 4.5 parts of curing agent, 4.5 parts of naphthalane acid cobalts, 1.8 Part crosslinking agent, 40 parts of epoxy resin, 4.5 parts of accelerating agents, 3 part of one butanol, 2.6 parts of toughener, 1.8 parts of stabilizers and 3 parts are compatible Agent is constituted, and preparation method is as follows:
15g dimethylbenzene, 4.5g curing agent, 4.5g naphthalane acid cobalt, 1.8g crosslinking agents, 40g epoxy resin, 4.5g will be weighed to promote After evenly mixing into agent, mono- butanol of 3g, 2.6g toughener, 1.8g stabilizers and 3g compatilizers, pulverizer is added to crush, obtains Mixture;Gained mixture is being sieved by sieve, the compound particles screened out are uniform in size, while by larger particles Mixture is reentered into pulverizer and crushes again, and granulator then is added by feed hopper in the mixture of screening, is passed through Granulator extrusion forming, up to overpass sub-surface rapid hardener after cooling;By overpass sub-surface obtained It is added in plain asphalt with rapid hardener after stirring evenly and is heated to 150 °, after keeping 1h, overpass road surface base will be added with The pitch place mat of layer rapid hardener is to be detected on the base station of simulated roadway;
Embodiment 6
Overpass sub-surface rapid hardener, by 18 parts of dimethylbenzene, 5 parts of curing agent, 5 parts of naphthalane acid cobalts, 2 parts of crosslinkings Agent, 45 parts of epoxy resin, 5 parts of accelerating agents, 3 part of one butanol, 3 parts of toughener, 2 parts of stabilizers and 3.5 parts of compatilizers are constituted, system Preparation Method is as follows:
18g dimethylbenzene, 5g curing agent, 5g naphthalane acid cobalt, 2g crosslinking agents, 45g epoxy resin, 5g accelerating agents, 3g will be weighed One butanol, 3g toughener, 2g stabilizers and 3.5g compatilizers after evenly mixing, are added pulverizer and crush, obtain mixture; Gained mixture is sieved by sieve, the compound particles screened out are uniform in size, while by the mixture weight of larger particles It is newly put into pulverizer to crush again, granulator then is added by feed hopper in the mixture of screening, is squeezed by granulator It is molded, up to overpass sub-surface rapid hardener after cooling;It is quickly hard using overpass sub-surface obtained 150 ° are heated to after being stirred evenly in agent addition plain asphalt, after keeping 1h, overpass sub-surface will be added with quickly The pitch place mat of curing agent is to be detected on the base station of simulated roadway.
In the present embodiment, curing agent is cyclohexanone peroxide.
In the present embodiment, it is 1% styrene solution that accelerating agent, which is mass ratio,.
In the present embodiment, epoxy resin is unsaturated polyester resin.
It is many to detect high temperature performance of asphalt test method, the present embodiment is added with overpass road surface using wheel tracking test detection Wheel is placed on the base station of simulated roadway and carries out round-trip relative motion back and forth, makes simulation by the pitch of base's rapid hardener The base station of road generates densification, passage, flowing under the Repeated Loading of wheel, to generate track, is simulated by detecting Relationship between the base station and wheel number of pass times of road calculates the pitch added with overpass sub-surface rapid hardener Deformation rate or dynamic stability, in this experiment, 60 ° of test temperature, 50 times/min of the wheel speed of travel, wheel load stress 1MPa, Test period 60min, while plain asphalt is introduced, place mat is on the base station of simulated roadway, the pitch dynamic stability such as table of detection One:
Embodiment Dynamic stability(Secondary * min-1 Deflection(mm)
Embodiment 1 3952 3.4
Embodiment 2 4574 3.0
Embodiment 3 5640 2.9
Embodiment 4 6945 2.5
Embodiment 5 6320 2.6
Embodiment 6 5832 2.7
Plain asphalt 2548 22.4
By table one it is found that the dynamic stability of 1~embodiment of embodiment 6 is all higher than 3000 times/min, reach code requirement, With good rutting resistance, by adding dimethylbenzene, curing agent and toughener, to improve the viscosity of pitch, coordinate naphthalene Alkanoic acid cobalt effectively accelerates the setting rate of pitch under high temperature environment;Addition epoxy resin is reacted with being crosslinked with curing agent Form the insoluble high polymer with three-dimensional reticular structure, have good physics, chemical property, deformation amount controlling 4mm with Interior, deformation retract rate is small, and hardness is high, and flexibility is good, to the performance improvement highly significant of pitch;It is directed to embodiment 1~reality simultaneously The prepared pitch for being added with overpass sub-surface rapid hardener of example 6 is applied, shearing strength, tensile strength, curved has been carried out Bent deformability, tensile property and the time of quick-hardening are detected, and all have larger improvement, especially embodiment 4, have Effect improves the time of the quick-hardening of pitch.
The above shows and describes the basic principles and main features of the present invention and the advantages of the present invention.The technology of the industry Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this The principle of invention, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and its Equivalent thereof.

Claims (6)

1. a kind of overpass sub-surface rapid hardener, including dimethylbenzene, curing agent, naphthalane acid cobalt, crosslinking agent, unsaturation Polyester resin, a butanol, toughener, stabilizer and compatilizer, which is characterized in that each component quality proportioning is:5~20 parts of diformazans Benzene, 2~6 parts of curing agent, 2~6 parts of naphthalane acid cobalts, 0.1~3 part of crosslinking agent, 20~50 parts of unsaturated polyester resins, 1~3 part one Butanol, 0.5~3 part of toughener, 0.2~4 part of stabilizer and 1~4 part of compatilizer.
2. a kind of overpass sub-surface rapid hardener according to claim 1, which is characterized in that also add in component Added with accelerating agent, the quality proportioning of accelerating agent is 2~5 parts.
3. a kind of overpass sub-surface rapid hardener according to claim 2, which is characterized in that constituent mass is matched Than for:12 parts of dimethylbenzene, 4 parts of curing agent, 4 parts of naphthalane acid cobalts, 1.4 parts of crosslinking agents, 35 parts of unsaturated polyester resins, 4 parts of promotions Agent, 2.5 part of one butanol, 2 parts of toughener, 1.3 parts of stabilizers and 2.8 parts of compatilizers.
4. a kind of overpass sub-surface rapid hardener according to claim 3, which is characterized in that curing agent was Peroxyester.
5. a kind of overpass sub-surface rapid hardener according to claim 3, which is characterized in that accelerating agent is matter Amount is than being 1% styrene solution.
6. according to a kind of overpass sub-surface rapid hardener of Claims 1 to 5 any one of them, which is characterized in that Preparation method is as follows:
1)After each component is mixed according to above-mentioned corresponding ratio uniform, pulverizer is added and crushes, obtains mixture;
2)By step 1)In mixture sieved by sieve, the compound particles screened out are uniform in size, while by larger The mixture of grain is reentered into step 1)Described in pulverizer crush again;
3)By step 2)The mixture of middle screening flows into granulator by feed hopper, by granulator extrusion forming, is after cooling Obtain overpass sub-surface rapid hardener.
CN201710105110.8A 2017-02-25 2017-02-25 A kind of overpass sub-surface rapid hardener and preparation method thereof Active CN106893286B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710105110.8A CN106893286B (en) 2017-02-25 2017-02-25 A kind of overpass sub-surface rapid hardener and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710105110.8A CN106893286B (en) 2017-02-25 2017-02-25 A kind of overpass sub-surface rapid hardener and preparation method thereof

Publications (2)

Publication Number Publication Date
CN106893286A CN106893286A (en) 2017-06-27
CN106893286B true CN106893286B (en) 2018-10-26

Family

ID=59184287

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710105110.8A Active CN106893286B (en) 2017-02-25 2017-02-25 A kind of overpass sub-surface rapid hardener and preparation method thereof

Country Status (1)

Country Link
CN (1) CN106893286B (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1128775A (en) * 1995-11-03 1996-08-14 谭盈进 Polyester brick for construction decoration
CN101050295A (en) * 2007-04-20 2007-10-10 常熟佳发化学有限责任公司 Composition of unsaturated resin, preparation method, and method of application
CN102382434A (en) * 2010-09-03 2012-03-21 上海宝田新型建材有限公司 Preparation method of blast furnace slag micro powder/unsaturated polyester resin composite material

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1128775A (en) * 1995-11-03 1996-08-14 谭盈进 Polyester brick for construction decoration
CN101050295A (en) * 2007-04-20 2007-10-10 常熟佳发化学有限责任公司 Composition of unsaturated resin, preparation method, and method of application
CN102382434A (en) * 2010-09-03 2012-03-21 上海宝田新型建材有限公司 Preparation method of blast furnace slag micro powder/unsaturated polyester resin composite material

Also Published As

Publication number Publication date
CN106893286A (en) 2017-06-27

Similar Documents

Publication Publication Date Title
US10030146B2 (en) Thermoset modified additive for asphalt mixture, preparation method thereof and asphalt mixture
CN106202651B (en) A kind of optimum design method of heat regeneration asphalt mixture mineral aggregate gradation
CN101130622B (en) Epoxy resin composition and epoxy asphalt mixture for paving asphalt
CN102585528A (en) High-performance epoxy bitumen mixture easy to construct and maintain and preparation method thereof
Fu et al. Laboratory evaluation of pavement performance using modified asphalt mixture with a new composite reinforcing material
JP2016508539A (en) Components of superior high viscoelastic warm mixing modifier and method for producing the same, and components of virgin and recycled modified warm mixed asphalt concrete mixture and method for producing the same
CN102863807B (en) Epoxy asphalt and preparation method thereof, as well as concrete containing same
CN104987736A (en) Epoxy asphalt microcapsule material and application
CN104987737B (en) A kind of polyurea modified bituminous epoxy and compound
CN104592775A (en) Waste rubber powder activated and modified epoxy asphalt functional material and preparation method thereof
CN109456453B (en) Preparation method of direct-vat reactive asphalt tackifier
CN107954635A (en) Asphalt concrete modifying agent
CN114806085B (en) Dry-method epoxy modifier for road and bridge pavement, modified asphalt mixture, and preparation method and application thereof
CN111018407B (en) Reclaimed rubber asphalt mixture and preparation method thereof
CN105064207B (en) High-performance steel bridge deck paving structure
CN102051849A (en) Preparation method of stone matrix asphalt mixture
CN106893286B (en) A kind of overpass sub-surface rapid hardener and preparation method thereof
EP2685001A1 (en) Surface for roadways and method for its preparation
CN104628305A (en) High-modulus colored asphalt mixture and preparation method thereof
KR20160047006A (en) High strength and high temperature epoxy asphalt admixture and construction method thereof
Hassan et al. Evaluation on mix design and rutting resistance of dry mixed rubberised asphalt mixtures
CN101885867B (en) Thermoplastic elastomer, preparation method and application thereof, and composite modified asphalt mixture and preparation method thereof
CN105440391A (en) Preparation method of granular regenerated rubber for waterproof coiled materials
CN101173070A (en) Powdered asphalt mixture track-resistant additive and method for producing the same
CN106633659A (en) Segmented copolymer-epoxy resin pre-mixture and preparation method thereof, resin compound for carbon fiber prepreg and preparation method thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant