CN100564457C - High performance pavement material of epoxy asphalt and its production and application - Google Patents
High performance pavement material of epoxy asphalt and its production and application Download PDFInfo
- Publication number
- CN100564457C CN100564457C CNB200710019324XA CN200710019324A CN100564457C CN 100564457 C CN100564457 C CN 100564457C CN B200710019324X A CNB200710019324X A CN B200710019324XA CN 200710019324 A CN200710019324 A CN 200710019324A CN 100564457 C CN100564457 C CN 100564457C
- Authority
- CN
- China
- Prior art keywords
- epoxy asphalt
- epoxy
- parts
- high performance
- heated
- 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.)
- Expired - Fee Related
Links
- 239000000463 material Substances 0.000 title claims abstract description 48
- 239000004593 Epoxy Substances 0.000 title claims abstract description 46
- 239000010426 asphalt Substances 0.000 title claims abstract description 42
- 238000004519 manufacturing process Methods 0.000 title abstract description 6
- 239000011295 pitch Substances 0.000 claims abstract description 32
- 238000003756 stirring Methods 0.000 claims abstract description 24
- 239000013530 defoamer Substances 0.000 claims abstract description 15
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 13
- 238000002156 mixing Methods 0.000 claims abstract description 9
- 238000002360 preparation method Methods 0.000 claims abstract description 9
- 239000011384 asphalt concrete Substances 0.000 claims abstract description 7
- 229920005989 resin Polymers 0.000 claims abstract description 7
- 239000011347 resin Substances 0.000 claims abstract description 7
- 239000002253 acid Substances 0.000 claims description 26
- WGQKYBSKWIADBV-UHFFFAOYSA-N benzylamine Chemical compound NCC1=CC=CC=C1 WGQKYBSKWIADBV-UHFFFAOYSA-N 0.000 claims description 14
- IISBACLAFKSPIT-UHFFFAOYSA-N bisphenol A Chemical compound C=1C=C(O)C=CC=1C(C)(C)C1=CC=C(O)C=C1 IISBACLAFKSPIT-UHFFFAOYSA-N 0.000 claims description 14
- GOOHAUXETOMSMM-UHFFFAOYSA-N Propylene oxide Chemical compound CC1CO1 GOOHAUXETOMSMM-UHFFFAOYSA-N 0.000 claims description 13
- 239000004359 castor oil Substances 0.000 claims description 13
- 235000019438 castor oil Nutrition 0.000 claims description 13
- ZEMPKEQAKRGZGQ-XOQCFJPHSA-N glycerol triricinoleate Natural products CCCCCC[C@@H](O)CC=CCCCCCCCC(=O)OC[C@@H](COC(=O)CCCCCCCC=CC[C@@H](O)CCCCCC)OC(=O)CCCCCCCC=CC[C@H](O)CCCCCC ZEMPKEQAKRGZGQ-XOQCFJPHSA-N 0.000 claims description 13
- 239000002383 tung oil Substances 0.000 claims description 13
- 239000003822 epoxy resin Substances 0.000 claims description 7
- 229920000647 polyepoxide Polymers 0.000 claims description 7
- 238000012546 transfer Methods 0.000 claims description 7
- 239000004721 Polyphenylene oxide Substances 0.000 claims description 6
- 150000004982 aromatic amines Chemical group 0.000 claims description 6
- 229920000570 polyether Polymers 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 230000007797 corrosion Effects 0.000 abstract description 2
- 238000005260 corrosion Methods 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 238000012986 modification Methods 0.000 description 11
- 230000004048 modification Effects 0.000 description 11
- 238000012360 testing method Methods 0.000 description 10
- 150000001732 carboxylic acid derivatives Chemical class 0.000 description 7
- 239000004567 concrete Substances 0.000 description 6
- 239000000203 mixture Substances 0.000 description 6
- 150000003939 benzylamines Chemical class 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000000704 physical effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000004132 cross linking Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 230000035945 sensitivity Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000003245 working effect Effects 0.000 description 1
Landscapes
- Epoxy Resins (AREA)
- Compositions Of Macromolecular Compounds (AREA)
Abstract
The present invention relates to a kind of high performance pavement material of epoxy asphalt and its production and application.Comprise A, B two portions, the A part; 50~100 parts of pitches, 20~50 parts in solidifying agent, 0.4~1 part of promotor, 0.5~1 part of defoamer; B part: Resins, epoxy; A, B part mass ratio are 2.5~7: 1.Its preparation method is: earlier pitch is heated to 100~130 ℃, adds solidifying agent and carry out high speed shear mixing 10~60 minutes, add promotor, the mixing of defoamer continuation high speed shear 5~50 minutes again, obtain the A part; Before the use, the A that obtains partly is heated to 100~160 ℃, according to the mass ratio 2.5~7: 1 of A, B part be blended in stir under 120~140 ℃ after, kept 4~8 hours, solidify the back acquisition.It can make one of main raw of epoxy asphalt concrete.The present invention has good solidity to corrosion, water tolerance, weathering resistance, resistance to fatigue, high temperature creep resistant and low temperature resistance to brittle fracture.
Description
Technical field:
The present invention relates to a kind of modifying asphalt and its production and application, especially a kind of high performance pavement material of epoxy asphalt of laying road and bridge and its production and application that is used to.
Background technology:
Pitch has excellent waterproof property and adhesive property, and aboundresources, and is cheap, therefore is widely used in ground surface material, water-proof material and sealing material for a long time.But because the lower and molecular weight distribution broad of bituminous relative molecular mass, its mechanical property is big to temperature sensitivity, and low temperature easily becomes fragile, and high temperature easily trickles, and does not almost have elasticity, and ageing resistance is poor again, so limited the bituminous widespread use greatly.
Along with China's modernization construction speed is advanced by leaps and bounds, the high speed development of communication, a large amount of makings of high-grade highway, it is important and general that the use of road bitumen more and more seems, improves road bitumen work-ing life, increases the road comfort, improves the passenger and freight throughput rate, reduces the problem that tire chafing etc. is eager to solve and put in face of R﹠D institution and unit in charge of construction.While is owing to highway bridge building in a large number, it is more and more outstanding that the deck paving problem also seems, especially bridge floor is easy to produce early damage, bridge generally all is the bottle neck area of traffic, the volume of traffic is concentrated, bridge floor is subjected to temperature variation also bigger, and automobile load effect causing bridge deformation and vibrations all have tangible influence to the layer of mating formation.Paving steel bridge deck particularly, the bridge floor deflection is big, needs asphalt that stronger deformability is arranged during winter low temperature, during summer high temperature, the used pitch of steel bridge deck paving not only needs good rutting resistance, low temperature cracking resistance ability, and also the resistance to deformation fatigue capability also should be good.Therefore, have only, could satisfy above-mentioned the high performance requirement of pitch to the plain asphalt modification.
In order to improve the bituminous performance, can change the characteristic of traditional asphalt with macromolecular materials such as rubber, elastomerics, plastics.Come modifying asphalt as add macromolecular materials such as SBS, APP, EVA, SBR in pitch, the bituminous physicals has obtained very big improvement.But this method of modifying be based on macromolecular material with pitch blend process in form the cross-linked network of physics, the physicals of modifying asphalt improves limited, though it is this modifying asphalt can satisfy the requirement of prevailing roadway, still very undesirable to the wide road surface of high loading heavy traffic road surface and range of temperature such as bridge road surface etc.
Summary of the invention:
The objective of the invention is to:, provide a kind of new component and preparation method and concrete the application asphalt modification at the above-mentioned problem that generally adopts physical crosslinking to exist to asphalt modification.
The object of the present invention is achieved like this: a kind of high performance pavement material of epoxy asphalt, comprise A and B two portions, and it is characterized in that;
The A part is made up of following materials in parts by mass:
50~100 parts of pitches,
20~50 parts in solidifying agent,
0.4~1 part of promotor,
0.5~1 part of defoamer;
B part: Resins, epoxy;
The A part is 2.5~7: 1 with the mass ratio of B part.
In part: described solidifying agent is a modification binary long-chain fat carboxylic acid; Described promotor is aromatic amine or highly basic; Described defoamer is a low molecular polyether.Wherein: described modification binary long-chain fat carboxylic acid is: modified tung oil acid, modified castor oil acid; Described aromatic amine is a benzylamine, and described highly basic is KOH; Described low molecular polyether is the multipolymer of oxyethane and propylene oxide.In the B part: described Resins, epoxy is low-molecular-weight bisphenol A type epoxy resin.
During enforcement, solidifying agent is selected 1~2 kind of modification binary long-chain fat carboxylic acid.
The preparation method of above-mentioned high performance pavement material of epoxy asphalt, comprise the following steps: a) pitch to be heated to 100~120 ℃, with solidifying agent join in the pitch stir mixed after, transfer to and carry out high speed shear in the colloidal mill and be uniformly dispersed, the shear-mixed time is 10~60 minutes, add promotor, defoamer again and carry out high speed shear and mixed 5~50 minutes, obtain the A part; B) use before, the A that obtains partly is heated to 100~160 ℃, again with A part and B partly in 2.5~7: 1 ratio is 120~140 ℃ of following mixing and stirring, and keeps 4~8 hours, solidifies back acquisition epoxy asphalt road surface materials.
The concrete application of above-mentioned high performance pavement material of epoxy asphalt partly is heated to 100~160 ℃ with the A that obtains before using, and the A part is mixed under 120~140 ℃ in proportion with the B part, as the main raw of producing epoxy asphalt concrete again.
When the part of the A in the above-mentioned high performance pavement material of epoxy asphalt partly being mixed in proportion with B and stirring under 120~140 ℃, add an amount of building stones and auxiliary material in the stirring simultaneously, placed 30~60 minutes the back that stirs, and obtains the epoxy drop
Blue or green concrete directly is layed in the road surface, solidifies the formation epoxy asphalt road surface through 4~8 hours.
The invention has the advantages that: owing in to asphalt modification, adopt modification binary long-chain fat carboxylic acid as solidifying agent, and form the characteristics of cubic network structure by Resins, epoxy generation chemical crosslink reaction, improve the fatigue performance under pitch weathering resistance and the high temperature working conditions.Utilize Resins, epoxy and other material superior bond strengths rendering simultaneously, improve bituminous concrete medium pitch and the bonding strength of building stones and the cohesive strength of pitch and coated material, thereby prepared a kind of high performance epoxy asphalt road surface novel material.It has good solidity to corrosion, water tolerance, oil-proofness, weathering resistance, resistance to fatigue, high temperature creep resistant and low temperature resistance to brittle fracture.Can be used as uses such as making bituminous concrete, cushioning material, water-proof and anti-corrosive material.
Embodiment:
Embodiment 1.
Material:
A part: 4 parts of the multipolymers of 480 parts of pitches (shell AH-70), 100 parts of modified tung oil acid, 80 parts of modified castor oil acid, 4 parts of benzylamines, oxyethane and propylene oxide.
B part: bisphenol A type epoxy resin.
The preparation method:
Pitch is heated to 100~130 ℃, with modified tung oil acid and modified castor oil acid join stir in the pitch mix after, transfer to and carry out high speed shear in the colloidal mill and be uniformly dispersed, the shear-mixed time is 60 minutes, add again as the benzylamine of promotor and as the oxyethane of defoamer and the multipolymer of propylene oxide and carry out high speed shear mixing 50 minutes, obtain the A part.
Before the use, the A that obtains partly is heated to 100~160 ℃, according to the partly solidified mass ratio of A part and B be blended at 3.5: 1>after stirring under 120 ℃, keeps curing in 6 hours can obtain high performance pavement material of epoxy asphalt.The high performance pavement material of epoxy asphalt stamping-out that obtains is become the Mechanics Performance Testing of tension specimen row culture, and test condition is 25 ℃, and draw speed is 500mm/min, and it the results are shown in subordinate list.
Embodiment 2.
Material:
A part: 4 parts of the multipolymers of 300 parts of pitches (shell AH-70), 80 parts of modified tung oil acid, 100 parts of modified castor oil acid, 4 parts of benzylamines, oxyethane and propylene oxide.
B part: bisphenol A type epoxy resin.
The preparation method:
Pitch is heated to 100~130 ℃, with modified tung oil acid and modified castor oil acid join stir in the pitch mix after, transfer to and carry out high speed shear in the colloidal mill and be uniformly dispersed, the shear-mixed time is 25 minutes, add again as the benzylamine of promotor and as the oxyethane of defoamer and the multipolymer of propylene oxide and carry out high speed shear mixing 40 minutes, obtain the A part.
Before the use, the A that obtains partly is heated to 100~160 ℃, according to the partly solidified mass ratio of A part and B be blended at 2.5: 1>after stirring under 120 ℃, keeps curing in 6 hours can obtain high performance pavement material of epoxy asphalt.The high performance pavement material of epoxy asphalt stamping-out that obtains is become the Mechanics Performance Testing of tension specimen row culture, and test condition is 25 ℃, and draw speed is 500mm/min, and it the results are shown in subordinate list.
Embodiment 3.
Material:
A part: with 4 parts of the multipolymers of 30 parts of 400 parts of pitches (middle extra large 36-1, AH-50 number), modified tung oil acid, 200 parts of modified castor oil acid, 4 parts of KOH (production of Nanjing chemical reagent factory), oxyethane and propylene oxide.
B part: bisphenol A type epoxy resin.
The preparation method:
Pitch is heated to 100~130 ℃, with modified tung oil acid and modified castor oil acid join stir in the pitch mix after, transfer to and carry out high speed shear in the colloidal mill and be uniformly dispersed, the shear-mixed time is 20 minutes, add again as the KOH of promotor and as the oxyethane of defoamer and the multipolymer of propylene oxide and carry out high speed shear mixing 40 minutes, obtain the A part.
Before the use, the A that obtains partly is heated to 100~160 ℃, according to the partly solidified mass ratio of A part and B be blended at 3.5: 1>after stirring under 120 ℃, keeps curing in 4~8 hours can obtain high performance pavement material of epoxy asphalt.The high performance pavement material of epoxy asphalt stamping-out that obtains is become the Mechanics Performance Testing of tension specimen row culture, and test condition is 25 ℃, and draw speed is 500mm/min, and it the results are shown in subordinate list.
In the present embodiment, before using the A part component that obtains is heated to 100~160 ℃, again the A part partly is mixed in proportion at>120 ℃ with B and stirs down, add an amount of building stones and auxiliary material in the stirring simultaneously, placed 30~60 minutes after stirring, obtain epoxy asphalt concrete, epoxy asphalt concrete directly is layed in roadbed, solidified formation epoxy drop back of the body road surface through 4~8 hours.
Embodiment 4.
Material:
A part: 4 parts of the multipolymers of 300 parts of pitches (middle extra large 36-1, AH-110 number), 30 parts of modified tung oil acid, 200 parts of modified castor oil acid, 4 parts of benzylamines, oxyethane and propylene oxide.
B part: bisphenol A type epoxy resin.
The preparation method:
Pitch is heated to 100~130 ℃, with modified tung oil acid and modified castor oil acid join stir in the pitch mix after, transfer to and carry out high speed shear in the colloidal mill and be uniformly dispersed, the shear-mixed time is 60 minutes, add again as the benzylamine of promotor and as the oxyethane of defoamer and the multipolymer of propylene oxide and carry out high speed shear mixing 50 minutes, obtain the A part.
Before the use, the A that obtains partly is heated to 100~160 ℃, according to the partly solidified mass ratio of A part and B be blended at 2.5: 1>after stirring under 120 ℃, keeps curing in 6 hours can obtain high performance pavement material of epoxy asphalt.The high performance pavement material of epoxy asphalt stamping-out that obtains is become the Mechanics Performance Testing of tension specimen row culture, and test condition is 25 ℃, and draw speed is 500mm/min, and it the results are shown in subordinate list.
Embodiment 5.
Material:
A part: 4 parts of the multipolymers of 350 parts of pitches (middle extra large 36-1, AH-110 number), 10 parts of modified tung oil acid, 100 parts of modified castor oil acid, 4 parts of benzylamines, oxyethane and propylene oxide.
B part: bisphenol A type epoxy resin.
The preparation method:
Pitch is heated to 100~130 ℃, with modified tung oil acid and modified castor oil acid join stir in the pitch mix after, transfer to and carry out high speed shear in the colloidal mill and be uniformly dispersed, the shear-mixed time is 10 minutes, add again as the benzylamine of promotor and as the oxyethane of defoamer and the multipolymer of propylene oxide and carry out high speed shear mixing 8 minutes, obtain the A part.
Before the use, the A part component that obtains is heated to 100~160 ℃, according to the partly solidified mass ratio of A part and B be blended at 3: 1>after stirring under 120 ℃, keeps curing in 4 hours can obtain high performance pavement material of epoxy asphalt.The high performance pavement material of epoxy asphalt stamping-out that obtains is become the Mechanics Performance Testing of tension specimen row culture, and test condition is 25 ℃, and draw speed is 500mm/min, and it the results are shown in subordinate list.
Subordinate list
The various embodiments described above are not to concrete restriction of the present invention, and when specifically implementing, the A part can be made up of following materials in parts by mass: pitch: 50~100 parts, and solidifying agent: 20~50 parts, promotor: 0.4~1 part, defoamer: 0.5~1 part.Wherein: described solidifying agent is a modification binary long-chain fat carboxylic acid; Described promotor is aromatic amine or highly basic; Described defoamer is a low molecular polyether.Described modification binary long-chain fat carboxylic acid is: modified tung oil acid, modified castor oil acid; Described aromatic amine is a benzylamine, and described highly basic is KOH; Described low molecular polyether is the multipolymer of oxyethane and propylene oxide.During enforcement, solidifying agent is selected 1~2 kind of modification binary long-chain fat carboxylic acid.The A part is 2.5~7: 1 with the mass ratio of B part.
Claims (7)
1, a kind of high performance pavement material of epoxy asphalt comprises A and B two portions, it is characterized in that:
The A part is made up of following materials in parts by mass:
50~100 parts of pitches,
20~50 parts in solidifying agent,
0.4~1 part of promotor,
0.5~1 part of defoamer;
B part: Resins, epoxy;
Wherein: the described solidifying agent of A part is modified tung oil acid, modified castor oil acid; Described promotor is aromatic amine or highly basic; Described defoamer is a low molecular polyether, and described low molecular polyether is the multipolymer of oxyethane and propylene oxide;
The A part is 2.5~7: 1 with the mass ratio of B part.
2, high performance pavement material of epoxy asphalt according to claim 1 is characterized in that: described aromatic amine is a benzylamine, and described highly basic is KOH.
3, high performance pavement material of epoxy asphalt according to claim 1 is characterized in that: the described Resins, epoxy of B part is low-molecular-weight bisphenol A type epoxy resin.
4, the preparation method of high performance pavement material of epoxy asphalt as claimed in claim 1 is characterized in that: comprise the following steps:
A) pitch is heated to 100~120 ℃, with solidifying agent join in the pitch stir mixed after, transfer to and carry out high speed shear in the colloidal mill and be uniformly dispersed, the shear-mixed time is 10~60 minutes, add promotor, defoamer again and carry out high speed shear and mixed 5~50 minutes, obtain the A part;
B) use before, the A that obtains partly is heated to 100~160 ℃, again with A part and B partly in 2.5~7: 1 ratio is 120~140 ℃ of following mixing and stirring, and keeps 4~8 hours, solidifies back acquisition epoxy asphalt road surface materials.
5, the application of epoxy asphalt road surface materials as claimed in claim 1, it is characterized in that: before the use, the A that obtains partly is heated to 100~160 ℃, again the A part is mixed under 120~140 ℃ in proportion with the B part, as the main raw of producing epoxy asphalt concrete.
6, the application of epoxy asphalt road surface materials according to claim 5, it is characterized in that: before using the A part component that obtains is heated to 100~160 ℃, again the A part partly is mixed in proportion with B and stirs down at 120~140 ℃, add an amount of building stones and auxiliary material in the stirring simultaneously, placed 30~60 minutes after stirring, obtain epoxy asphalt concrete.
7, the application of epoxy asphalt road surface materials according to claim 6 is characterized in that: will obtain epoxy asphalt concrete and directly be layed in the road surface, and solidify the formation epoxy asphalt road surface through 4~8 hours.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNB200710019324XA CN100564457C (en) | 2007-01-16 | 2007-01-16 | High performance pavement material of epoxy asphalt and its production and application |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNB200710019324XA CN100564457C (en) | 2007-01-16 | 2007-01-16 | High performance pavement material of epoxy asphalt and its production and application |
Publications (2)
Publication Number | Publication Date |
---|---|
CN101003688A CN101003688A (en) | 2007-07-25 |
CN100564457C true CN100564457C (en) | 2009-12-02 |
Family
ID=38703077
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNB200710019324XA Expired - Fee Related CN100564457C (en) | 2007-01-16 | 2007-01-16 | High performance pavement material of epoxy asphalt and its production and application |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN100564457C (en) |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101696097B (en) * | 2009-10-30 | 2012-07-11 | 陈正年 | Engineering epoxy asphalt mixture and preparation method thereof |
CN101792606A (en) * | 2010-03-09 | 2010-08-04 | 东南大学 | High-performance thermosetting epoxy asphalt material with wide temperature field and preparation method thereof |
CN102816446B (en) * | 2012-08-30 | 2015-03-18 | 广州正邦化工有限公司 | Cold-coating asphalt, and preparation method and construction method thereof |
CN105016655B (en) * | 2015-07-06 | 2017-12-15 | 交通运输部公路科学研究所 | Can secondary solidification polyurethane modified epoxy asphalt and preparation method and application |
CN105421185A (en) * | 2015-11-09 | 2016-03-23 | 重庆诚邦路面材料有限公司 | Fine surface treatment method for double-layer spread type bituminous pavement |
CN105256690A (en) * | 2015-11-09 | 2016-01-20 | 重庆诚邦路面材料有限公司 | Fine surface processing method for single-layer paved bituminous pavement |
CN107083070B (en) * | 2017-04-28 | 2019-05-31 | 华北水利水电大学 | Composite epoxy asphalt ground surface material and preparation method thereof |
CN109423057A (en) * | 2017-08-29 | 2019-03-05 | 金梅 | A kind of waterproof hard grades of bitumen material |
CN109142190B (en) * | 2018-09-15 | 2020-09-15 | 山东省华冠建材技术开发有限公司 | Sealing material for asphalt pavement water seepage coefficient |
CN110229617B (en) * | 2019-07-16 | 2021-07-30 | 正邦(广州)新材料有限公司 | Creep type epoxy asphalt and preparation method thereof |
CN112411302B (en) * | 2020-11-18 | 2022-07-15 | 西安公路研究院 | Impermeable composite material and preparation method thereof, impermeable pavement and construction method thereof |
CN113308125B (en) * | 2021-06-17 | 2022-05-20 | 北京建筑大学 | Diluted asphalt modifier and preparation method thereof |
-
2007
- 2007-01-16 CN CNB200710019324XA patent/CN100564457C/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
CN101003688A (en) | 2007-07-25 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN100564457C (en) | High performance pavement material of epoxy asphalt and its production and application | |
CN101085871B (en) | Asphalt modified by epoxy resin and rubber powder | |
CN100564684C (en) | A kind of resin filling type asphalt concrete steel box-beam bridge deck combined structure paving method | |
CN103834186B (en) | A kind of warm mix fast curable epoxy bituminous material and preparation method thereof | |
WO2014129758A1 (en) | Novel highly viscoelastic warm mix modifier composition and preparation method therefor, and new and regenerated warm mix modified asphalt concrete mixture composition and preparation method therefor | |
CN101475351B (en) | Cold mixing high polymer modified asphalt concrete and preparing method thereof | |
CN101696097B (en) | Engineering epoxy asphalt mixture and preparation method thereof | |
CN109056525B (en) | Steel bridge deck composite pavement structure and pavement method | |
KR102119736B1 (en) | Modified-Asphalt Concrete Compositions for Pavement of Roads Using Styrene Isoprene Styrene, Styrene Ethylene Butylene Styrene, Recycling Asphalt and Aggregate-powder of Improved Grain Size and Constructing Methods Using Thereof | |
CN1396213A (en) | Polymer emulsified and re-cross-linked asphalt colloid mixture and its preparing process | |
CN109650781B (en) | Medium-low temperature warm-mixed high-friction thin-layer overlay asphalt mixture and preparation method thereof | |
CN105236831A (en) | Aged-asphalt regeneration agent, regenerated asphalt mixture and preparation method of two | |
CN101712858A (en) | Method for preparing bi-component water-proof bond material for bridge deck pavement | |
CN105088965A (en) | Steel bridge deck pavement structure and method | |
CN107651887A (en) | A kind of high-modulus rubber-asphalt mixture and preparation method thereof | |
CN102010608B (en) | Thermosetting emulsified flexible epoxy resin modified emulsified asphalt | |
CN110016321B (en) | Waterproof bonding layer material for bridge deck pavement and preparation method thereof | |
CN104944843B (en) | A kind of high performance asphalt of steel bridge deck pavement and preparation method thereof | |
CN113527899A (en) | Cast modified asphalt and cast modified asphalt concrete | |
CN109762352A (en) | A kind of epoxy resin modified asphalt and preparation method | |
CN218345833U (en) | Pavement structure with glass fiber tuff rubble pitch lower seal coat | |
CN117050540A (en) | Fiber-reinforced-based lightweight horizon functional asphalt and preparation process thereof | |
CN111056769A (en) | Carbon fiber asphalt mixture | |
CN115233514B (en) | Self-healing pavement structure and preparation method thereof | |
CN110229536A (en) | A kind of paving steel bridge deck bituminous epoxy |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20091202 Termination date: 20140116 |