CN102296514A - Anti-skating wearing layer of epoxy asphalt pavement and preparation method thereof - Google Patents
Anti-skating wearing layer of epoxy asphalt pavement and preparation method thereof Download PDFInfo
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- CN102296514A CN102296514A CN2011101404210A CN201110140421A CN102296514A CN 102296514 A CN102296514 A CN 102296514A CN 2011101404210 A CN2011101404210 A CN 2011101404210A CN 201110140421 A CN201110140421 A CN 201110140421A CN 102296514 A CN102296514 A CN 102296514A
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- rubble
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- antiskid wearing
- asphalt pavement
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Abstract
The invention discloses an anti-skating wearing layer of an epoxy asphalt pavement and a preparation method thereof. The anti-skating wearing layer with an aggregate thickness of 1-2mm is cured from epoxy resin and macadam spread on an epoxy resin surface. An upper surface layer of the anti-skating wearing layer is a bare portion of the macadam cured in the epoxy resin. A usage amount of the epoxy resin is 1-1.5kg/m<2>, and a usage amount of the macadam is 1-1.2kg/m<2>. The usage of the epoxy resin macadam layer in the anti-skating wearing layer of the invention can effectively resist sliding and wearing, and also has effects of structure healing on cracks of the epoxy asphalt pavement and skating resistance enhancement of the pavement surface.
Description
Technical field
The present invention relates to antiskid wearing layer of a kind of epoxy asphalt pavement and preparation method thereof.
Background technology
Epoxy asphalt pavement relies on its excellent performance, from domestic calendar year 2001 after the successful Application of yangtze river in nanjing two bridges, obtain promoting on the projects such as Jiang Daqiao, yangtze river in nanjing three bridges, the logical bridge of Soviet Union of making the best use of the advantages in profit in succession.According to statistics, a bridge adopts the bituminous epoxy paving steel bridge deck surplus in the of at present domestic existing 30, and the area of mating formation surpasses 500,000 m
2
Yet the used mixture structure of epoxy asphalt pavement is a suspension density structure, and porosity is little, and the fines accounting is big, so the epoxy asphalt pavement smooth surface, the macrostructure degree of depth is little.Following table 1 is depicted as the cling property parameter comparison on domestic several road surfaces commonly used.As seen, epoxy asphalt concrete (EA) is on the low side with respect to the cling property on SMA commonly used and OGFC road surface.
Table 1 pavement structural depth contrast commonly used
| Title | Construction depth/mm |
| SMA13 | ＞0.8 |
| OGFC13 | ＞1.5 |
| EA13 | ＜0.5 |
China early introduces the Nanjing Er Qiao of epoxy asphalt pavement, three bridges, profit are raised bridge, the logical bridge of Soviet Union used respectively about 10 years, 5 years, 5 years, 3 years, can estimate, along with the increase in age of domestic epoxy asphalt pavement road, the emphasis of steel bridge face epoxy asphalt pavement will be by based on construction, lay equal stress on to building, and be that main direction develops to maintenance gradually with maintenance.
The preventive maintenance technology of flexible pavement commonly used all adopts pitch class material as cementitious matter as little table place, slurry seal etc. both at home and abroad, and shear failure more easily takes place under vehicular load.Preventive maintenance technology such as domestic little table place commonly used, slurry seal, cover with epoxy asphalt pavement adhesion strength deficiency, are not suitable for the maintenance of epoxy asphalt pavement.Because the preventive maintenance technology of present domestic shortage epoxy asphalt pavement, support pipe department generally when the disease of epoxy asphalt pavement injures steel plate safety, promptly carry out the medium-capital overhauling maintenance, caused the consumption of a large amount of maintenance funds, and had a strong impact on traffic mating formation.
Summary of the invention
The objective of the invention is provides the antiskid wearing layer of a kind of making on epoxy asphalt pavement in order to solve the deficiency of existing epoxy asphalt pavement maintenance technology and surperficial cling property.
In order to achieve the above object, the invention provides a kind of antiskid wearing layer of epoxy asphalt pavement, this antiskid wearing layer is formed by epoxy resin and the rubble curing that is spread in epoxy resin surface, and gross thickness is 1～2mm; The antiskid wearing layer upper epidermis is the rubble exposed part that is solidificated in the epoxy resin; Content of epoxy resin is 1～1.5kg/m
2, the rubble consumption is 1～1.2kg/m
2
The present invention also provides a kind of antiskid wearing layer preparation method of epoxy asphalt pavement, may further comprise the steps:
(1) extracting epoxy resin and curing compound mix, stir;
(2) epoxy resin and the curing compound that mixes in the step (1) adopted the mechanically spraying spreading or manually coat the epoxy asphalt pavement surface, form sizing material; Wherein the consumption of epoxy resin is 1～1.5kg/m
2
(3) spreading one deck rubble in the surface of the sizing material in step (2) makes it to solidify with the epoxy resin sizing material, finally forms antiskid wearing layer; The spreading amount of rubble is 1～1.2kg/m
2Gained antiskid wearing layer gross thickness is 1～2mm, and its upper epidermis is the rubble exposed part that is solidificated in the epoxy resin.
Further improvement of the present invention is above-mentioned rubble is spread in uniform in epoxy resin surface, its medium stone partly is embedded in the epoxy resin, and part is exposed at epoxy resin surface.Rubble adopts simple grain footpath basalt, particle diameter accounts for below 5% of rubble gross weight greater than the rubble of 1.18mm in the rubble, particle diameter accounts for below 5% of rubble gross weight less than the rubble of 0.6mm, particle diameter accounts for below 1% of rubble gross weight less than the rubble of 0.075mm, rubble washing and oven dry, and moisture content is less than 1%, and preferable particle size is 0.6～1.18mm; The preferred bisphenol A type epoxy resin of epoxy resin, the preferred amine curing agent of curing compound.
The present invention has the following advantages:
Adopt epoxy resin rubble ultra-thin wearing layer, rely on epoxy resin self high strength and with the high bond strength of epoxy asphalt pavement, can form integral body with former epoxy asphalt pavement, bear vehicular load; Simultaneously to epoxy resin surface spreading simple grain footpath rubble, make rubble partly be mounted in the resin, part is exposed at resin surface, treat that it solidifies after, the rough surface that the epoxy resin macadam relies on exposed rubble to form can improve the cling property of former epoxy asphalt pavement; Rely on the high osmosis energy of epoxy resin, the epoxy resin macadam can be filled up the crack of epoxy asphalt pavement, plays the effect of structural strengthening.
The specific embodiment
Below in conjunction with embodiment the antiskid wearing layer of epoxy asphalt pavement of the present invention is elaborated.
The material preferred embodiment
For the crack of the epoxy asphalt pavement that heals, cling property, water resistance and the durability that raising is mated formation, the present invention at first screens rings of material epoxy resins and rubble.
1, epoxide resin material performance requirement:
(1) self tension, flexural strength height, with the adhesion strength height of asphalt pavement, can with former mat formation form wholely, be difficult for being destroyed by vehicular load;
(2) fracture elongation is higher, can adapt to the stretching strain that the surface of mating formation under the vehicle effect produces well, and is not easy to crack;
(3) resistance to elevated temperatures is good, requires the epoxy resin can be under 70 ℃ of conditions of high temperature, self performance, meets the demands with the adhesive property of former epoxy asphalt pavement;
(4) hardening time moderate, according to the open requirement of traffic, select the epoxy resin of different hardening times for use, such as will satisfying construction on the same day, the same day open to traffic requirement, the normal temperature cure time that requires epoxy resin is about 4～6h;
(5) permeance property is good, requires epoxy resin to have higher permeability, can be to surface layer or former microcrack of mating formation carry out bonding reinforcement, the pavement performance that improvement is mated formation down;
(6) modest viscosity is not trickled during construction, easily strikes off;
(7) the anti-ultraviolet aging ability is strong, guarantees epoxy resin rubble wearing layer under solar radiation, and the performance degradation amplitude is little, does not influence the pavement performance of wearing layer.
The requirement of table 1 epoxy resin main performance
| Pilot project | Unit | Technical requirements | Test method |
| Hot strength (25 ℃) | MPa | ≥10 | GB/T 528 |
| Elongation at break (25 ℃) | % | ≥15 | GB/T 528 |
| Pull strength (25 ℃) (with steel plate) | MPa | ≥15 | Pull-out test |
| Pull strength (70 ℃) (with steel plate) | MPa | ≥4 | Pull-out test |
| Pull strength (25 ℃) (with epoxy asphalt concrete) | MPa | ≥8 | Pull-out test |
| Pull strength (70 ℃) (with epoxy asphalt concrete) | MPa | ≥1.5 | Pull-out test |
| Hardening time (25 ℃) | h | Satisfy the traffic requirement | Pull-out test |
| Permeability (25 ℃) | cm | ≥1 | The encapsulating method |
| Viscosity (25 ℃) | ? | Be suitable for striking off, do not trickle | ? |
| Ultraviolet ray ageing (outer 1 year of simulating chamber) hot strength is than (25 ℃) | % | ≥80 | GB/T 528 |
| Ultraviolet ray ageing (outer 1 year of simulating chamber) pull strength is than (25 ℃) (with steel plate) | % | ≥80 | Pull-out test |
| Ultraviolet ray ageing (outer 1 year of simulating chamber) pull strength is than (25 ℃) (with epoxy asphalt concrete) | % | ≥80 | Pull-out test |
According to above requirement, filter out the optimal ring epoxy resins: described epoxy resin adopts the normal temperature cure system, general epoxy resin is bisphenol type epoxy, and normal temperature cure agent type is an amine curing agent, and epoxy resin mixes according to each producer's explanation with the curing compound ratio.Such as model is homemade epoxy resin and the curing compound of ER-18.
2, rubble requires:
(1) rubble adopts basaltic broken stone, and rubble will sieve, and wherein each square hole screen percent of pass reaches following standard respectively, washing and oven dry as far as possible, and moisture content is less than 1%;
The particle diameter requirement of table 2 epoxy resin rubble ultra-thin wearing layer building stones
| Sieve aperture/mm | Percent of pass/% |
| 1.18 | Greater than 95 |
| 0.6 | Less than 5 |
| 0.075 | Less than 1 |
(2) the rubble application rate reaches substantially and is abound with 80% of area, and the rubble cleaning that will not solidify at epoxy resin surface;
(3) abrasion resistance of rubble will be got well, and guarantees resin rubble ultra-thin wearing layer under the wheel effect, and is not easy to wear.According to the abrasion test of the wet wheel of JTG T0752, resin rubble antiskid wearing layer is tested, require rate of wear at 100g/m
2In.
According to above requirement, choosing particle diameter is 0.6
～1.18mm basaltic broken stone, be 1～1.5kg/m at the consumption of epoxy resin
2Condition under, spreading amount is 1～1.2kg/m
2, its application rate is reached substantially is abound with 80% of area.
Product embodiments
Get epoxy resin, curing compound that model is ER-18, both are mixed in strict accordance with 1:0.46, stir; The epoxy resin and the curing compound that mix are adopted mechanically spraying spreading or artificial coating, and spreading amount is 1～1.5kg/m
2After the epoxy resin construction finishes, at its sizing material surface spreading one deck 0.6
～1.18mm the basaltic broken stone of particle diameter, rubble spill cloth requirement drying, cleaning, even, nothing accumulation, the spreading amount of rubble is 1～1.2kg/m
2, make it to solidify the final firm epoxy resin rubble antiskid wearing layer of bonding that forms with the epoxy resin sizing material.
Claims (10)
1. the antiskid wearing layer of an epoxy asphalt pavement is characterized in that: described antiskid wearing layer is solidified by epoxy resin and the rubble that is spread in epoxy resin surface and forms, and gross thickness is 1～2mm; Described antiskid wearing layer upper epidermis is the rubble exposed part that is solidificated in the epoxy resin; Described content of epoxy resin is 1～1.5kg/m
2, described rubble consumption is 1～1.2kg/m
2
2. the antiskid wearing layer of epoxy asphalt pavement according to claim 1, it is characterized in that: particle diameter accounts for below 5% of rubble gross weight greater than the rubble of 1.18mm in the described rubble, particle diameter accounts for below 5% of rubble gross weight less than the rubble of 0.6mm, and particle diameter accounts for below 1% of rubble gross weight less than the rubble of 0.075mm.
3. the antiskid wearing layer of epoxy asphalt pavement according to claim 1 is characterized in that: described rubble employing simple grain footpath basalt.
4. the antiskid wearing layer of epoxy asphalt pavement according to claim 1, it is characterized in that: described ballast grain sizes is mainly 0.6～1.18mm.
5. antiskid wearing layer according to claim 1 is characterized in that: described epoxy resin is bisphenol A type epoxy resin, and curing compound is an amine curing agent.
6. the antiskid wearing layer preparation method of an epoxy asphalt pavement is characterized in that may further comprise the steps:
(1) extracting epoxy resin and curing compound mix, stir;
(2) epoxy resin and the curing compound that mixes in the step (1) adopted the mechanically spraying spreading or manually coat the epoxy asphalt pavement surface, form sizing material; The consumption of described epoxy resin is 1～1.5kg/m
2
(3) spreading one deck rubble in the surface of the sizing material in step (2) makes it to solidify with the epoxy resin sizing material, finally forms antiskid wearing layer; The spreading amount of described rubble is 1～1.2kg/m
2Described antiskid wearing layer gross thickness is 1～2mm; Described antiskid wearing layer upper epidermis is the rubble exposed part that is solidificated in the epoxy resin.
7. antiskid wearing layer preparation method according to claim 6, it is characterized in that: particle diameter accounts for below 5% of rubble gross weight greater than the rubble of 1.18mm in the described rubble, particle diameter accounts for below 5% of rubble gross weight less than the rubble of 0.6mm, and particle diameter accounts for below 1% of rubble gross weight less than the rubble of 0.075mm; Described rubble washing and oven dry, and moisture content is less than 1%.
8. antiskid wearing layer preparation method according to claim 6 is characterized in that: described rubble adopts simple grain footpath basalt.
9. antiskid wearing layer preparation method according to claim 6 is characterized in that: described ballast grain sizes is mainly 0.6～1.18mm.
10. antiskid wearing layer preparation method according to claim 6 is characterized in that: described epoxy resin is bisphenol A type epoxy resin, and curing compound is an amine curing agent.
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|---|---|---|---|
| CN2011101404210A CN102296514B (en) | 2011-05-27 | 2011-05-27 | Anti-skating wearing layer of epoxy asphalt pavement and preparation method thereof |
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|---|---|---|---|
| CN2011101404210A CN102296514B (en) | 2011-05-27 | 2011-05-27 | Anti-skating wearing layer of epoxy asphalt pavement and preparation method thereof |
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| CN102296514B CN102296514B (en) | 2012-11-14 |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102888808A (en) * | 2012-11-02 | 2013-01-23 | 重庆诚邦路面材料有限公司 | Surface layer micro-treating method of asphalt concrete pavement |
| CN103964751A (en) * | 2014-04-22 | 2014-08-06 | 武汉二航路桥特种工程有限责任公司 | Epoxy mortar bridge floor thin layer paving material and preparation method thereof |
| 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 |
| CN105421184A (en) * | 2015-11-09 | 2016-03-23 | 重庆诚邦路面材料有限公司 | Fine surface treatment method for sand-contained type bituminous pavement |
| CN105672102A (en) * | 2016-01-28 | 2016-06-15 | 长安大学 | Ultrathin antiskid wearing layer material for old road repair and use method for ultrathin antiskid wearing layer material |
| CN108914737A (en) * | 2018-06-10 | 2018-11-30 | 重庆诚邦路面材料有限公司 | A kind of fine antiskid wearing layer of cement pavement EAP and construction method |
| CN110735371A (en) * | 2019-10-22 | 2020-01-31 | 江苏中路工程技术研究院有限公司 | weather-resistant color resin cover and preparation method thereof |
| CN113667403A (en) * | 2021-09-06 | 2021-11-19 | 南通学帆工程材料科技有限公司 | Preparation method of penetration-fixation type fine-surface pavement wearing layer |
| CN114277678A (en) * | 2021-08-16 | 2022-04-05 | 宁波路宝科技实业集团有限公司 | Wearing layer structure of concrete pavement surface and construction method thereof |
| CN114277680A (en) * | 2021-08-16 | 2022-04-05 | 宁波路宝科技实业集团有限公司 | Composite resin concrete steel bridge deck pavement structure and construction method thereof |
| CN115806408A (en) * | 2022-12-05 | 2023-03-17 | 苏交科集团股份有限公司 | Resin steel slag anti-slip thin layer and preparation method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100629902B1 (en) * | 2006-07-06 | 2006-09-28 | 박정호 | Epoxy resin composition and epoxy asphalt mixture |
| CN101020601A (en) * | 2006-02-16 | 2007-08-22 | 重庆市智翔铺道技术工程有限公司 | Poured epoxytar concrete material and its prepn process |
| CN101234876A (en) * | 2008-02-29 | 2008-08-06 | 武汉理工大学 | Method for preparing antiskid wearable lightweight steel box girder bridge floor paving layer |
| CN101781875A (en) * | 2010-03-02 | 2010-07-21 | 张锡祥 | FRP-bituminous concrete and FRP-epoxy gravel paving steel bridge deck new construction |
| CN101921460A (en) * | 2010-08-06 | 2010-12-22 | 江苏省交通科学研究院股份有限公司 | Epoxy asphalt deck crack repairing agent capable of being cured at normal temperature |
-
2011
- 2011-05-27 CN CN2011101404210A patent/CN102296514B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101020601A (en) * | 2006-02-16 | 2007-08-22 | 重庆市智翔铺道技术工程有限公司 | Poured epoxytar concrete material and its prepn process |
| KR100629902B1 (en) * | 2006-07-06 | 2006-09-28 | 박정호 | Epoxy resin composition and epoxy asphalt mixture |
| CN101234876A (en) * | 2008-02-29 | 2008-08-06 | 武汉理工大学 | Method for preparing antiskid wearable lightweight steel box girder bridge floor paving layer |
| CN101781875A (en) * | 2010-03-02 | 2010-07-21 | 张锡祥 | FRP-bituminous concrete and FRP-epoxy gravel paving steel bridge deck new construction |
| CN101921460A (en) * | 2010-08-06 | 2010-12-22 | 江苏省交通科学研究院股份有限公司 | Epoxy asphalt deck crack repairing agent capable of being cured at normal temperature |
Non-Patent Citations (2)
| Title |
|---|
| 徐宏等: "杭州湾大桥水泥混凝土桥梁桥面铺装方案设计", 《中外公路》, no. 01, 19 February 2008 (2008-02-19) * |
| 杨彦辉: "环氧沥青混凝土钢桥面铺装的施工控制要点", 《山西建筑》, no. 29, 10 October 2007 (2007-10-10) * |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102888808A (en) * | 2012-11-02 | 2013-01-23 | 重庆诚邦路面材料有限公司 | Surface layer micro-treating method of asphalt concrete pavement |
| CN103964751A (en) * | 2014-04-22 | 2014-08-06 | 武汉二航路桥特种工程有限责任公司 | Epoxy mortar bridge floor thin layer paving material and preparation method thereof |
| CN103964751B (en) * | 2014-04-22 | 2016-08-17 | 武汉二航路桥特种工程有限责任公司 | A kind of epoxy resin mortar bridge floor thin layer pavement material and construction method thereof |
| 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 |
| CN105421184A (en) * | 2015-11-09 | 2016-03-23 | 重庆诚邦路面材料有限公司 | Fine surface treatment method for sand-contained type bituminous pavement |
| CN105672102A (en) * | 2016-01-28 | 2016-06-15 | 长安大学 | Ultrathin antiskid wearing layer material for old road repair and use method for ultrathin antiskid wearing layer material |
| CN108914737A (en) * | 2018-06-10 | 2018-11-30 | 重庆诚邦路面材料有限公司 | A kind of fine antiskid wearing layer of cement pavement EAP and construction method |
| CN110735371A (en) * | 2019-10-22 | 2020-01-31 | 江苏中路工程技术研究院有限公司 | weather-resistant color resin cover and preparation method thereof |
| CN110735371B (en) * | 2019-10-22 | 2021-04-27 | 江苏中路工程技术研究院有限公司 | Weather-resistant colored resin cover and preparation method thereof |
| CN114277678A (en) * | 2021-08-16 | 2022-04-05 | 宁波路宝科技实业集团有限公司 | Wearing layer structure of concrete pavement surface and construction method thereof |
| CN114277680A (en) * | 2021-08-16 | 2022-04-05 | 宁波路宝科技实业集团有限公司 | Composite resin concrete steel bridge deck pavement structure and construction method thereof |
| CN113667403A (en) * | 2021-09-06 | 2021-11-19 | 南通学帆工程材料科技有限公司 | Preparation method of penetration-fixation type fine-surface pavement wearing layer |
| CN115806408A (en) * | 2022-12-05 | 2023-03-17 | 苏交科集团股份有限公司 | Resin steel slag anti-slip thin layer and preparation method thereof |
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Address after: 2200 No. 211112 Jiangsu city of Nanjing province Jiangning Science Park integrity Avenue Patentee after: JSTI GROUP Co.,Ltd. Address before: 2200 No. 211112 Jiangsu city of Nanjing province Jiangning Science Park integrity Avenue Patentee before: JIANGSU TRANSPORTATION RESEARCH INSTITUTE Co.,Ltd. |
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