CN101913800A - Ultra-thin wearing layer bituminous concrete material for paving bridge deck and preparation method thereof - Google Patents
Ultra-thin wearing layer bituminous concrete material for paving bridge deck and preparation method thereof Download PDFInfo
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- CN101913800A CN101913800A CN 201010236275 CN201010236275A CN101913800A CN 101913800 A CN101913800 A CN 101913800A CN 201010236275 CN201010236275 CN 201010236275 CN 201010236275 A CN201010236275 A CN 201010236275A CN 101913800 A CN101913800 A CN 101913800A
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Abstract
The invention discloses an ultra-thin wearing layer bituminous concrete material for paving a bridge deck. The material consists of an epoxy asphalt binder and an aggregate in a weight ratio of 4-8:100, wherein the ratio of an epoxy resin to a curing agent-added substrate asphalt is 10-25:100; and the aggregate is prepared from the following raw materials in part by weight: 1,200 to 1,000 parts of basalt aggregate and 1,000 parts of mineral filler. The preparation method comprises the following steps of: 1), based on the weight ratio, blending and uniformly mixing the epoxy resin heated to 75 to 85 DEG C and the curing agent-added substrate asphalt heated to 120 to 130 DEG C to prepare the epoxy asphalt binder, wherein the blending ratio is 10-25:100; and 2), adding the prepared epoxy asphalt binder into the basalt aggregate pre-heated to 110 to 130 DEG C, stirring the mixture for at least 20 seconds in a stirring pot, adding the mineral filler into the stirring pot, stirring again for at least 40 seconds, and obtaining the ultra-thin wearing layer bituminous concrete material for paving the bridge deck.
Description
Technical field
The present invention relates to a kind of ultra-thin wearing layer bituminous concrete material that is used for deck paving and preparation method thereof, belong to the pavement construction material technical field.
Background technology
Bridge deck pavement mostly adopts the intensive asphalt of joining both at home and abroad at present, and the intensive compound of joining guarantees that in use for bridge deck pavement provides good intensity and stability vehicle steadily crosses.But meanwhile, because pavement material is a close-graded, cause bridge deck pavement to descend at rainy day situation lower surface antiskid, drainage performance, the loss that the annual traffic accident that causes thus causes is quite huge.Therefore design or select ultra-thin asphalt wearing layer with good draining, antiskid function, be laid on bridge deck pavement on, can effectively lower phenomenons such as water smoke, water that rainy day bridge deck pavement driving produces spatter, improve the function of surface of the layer of mating formation, prolong the useful life longevity of bridge deck pavement simultaneously, and then build green traffic, the humane railway and highway system of low-carbon energy-saving environmental protection.
Traditional ultra-thin wearing layer bituminous concrete mostly uses polymer modified asphalt as binder, carry at traffic load, wind, under the influence of factor such as temperature variation, more disease has appearred in ultra-thin wearing layer, most typical disease is exactly dispersing, peel off etc. of tension set and aggregate, cause forfeiture of ultra-thin wearing layer anti-slide performance and drainability to descend, influenced the functional requirement of ultra-thin wearing layer bituminous concrete.
Bituminous epoxy is a kind of thermosetting material, and numerous mechanical index such as its high-temperature stability, low-temperature cracking-resistance, erosion resistance, ageing resistance all are better than other pitch class binders greatly, have favorable durability; The epoxy asphalt concrete construction temperature is low simultaneously, compacting is easy, has tangible environment-friendly advantage.Therefore bituminous epoxy is applied in the bridge floor ultra-thin wearing layer and goes, can effectively solve shortcomings such as ultra-thin wearing layer bituminous concrete high-temperature stability deficiency commonly used, poor durability, prolong the useful life longevity of the ultra-thin wearing layer bituminous compound of bridge floor, also meet the trend and the trend of present road surface energy-conserving and environment-protective.
Therefore, in conjunction with the requirement of the ultra-thin bituminous concrete functions of use of China's bridge floor, the present invention will design a kind of superior round-the-clock cling property that has, the bridge floor ultra-thin wearing layer bituminous concrete of good drainage performance and good durability, improve the surface property of bridge deck pavement, make up a kind of bridge deck pavement material of hommization more.
Summary of the invention
Technical problem: the purpose of this invention is to provide a kind of both had good cling property, drainage performance, what have good high-temperature stability again is used for ultra-thin wearing layer bituminous concrete material of deck paving and preparation method thereof.
Technical scheme: for solving the problems of the technologies described above, technical scheme provided by the invention is: a kind of ultra-thin wearing layer bituminous concrete material that is used for deck paving, and this material is by weight being made up of following two components: the bituminous epoxy binder: gather materials=4～8: 100; Wherein,
The bituminous epoxy binder is to be made by following raw materials in weight: Resins, epoxy: matrix pitch=10～25 of adding solidifying agent: 100;
Gather materials is to be made by following raw materials in weight: basalt aggregate: mineral filler=1200～1000: 100.
The present invention also provides a kind of ultra-thin wearing layer bituminous concrete material preparation method who is used for deck paving, and this method comprises following process:
1) meter by weight proportion mixes that also mix is even after Resins, epoxy is heated to 75 ℃-85 ℃ with the matrix pitch that is heated to 120-130 ℃ ℃ interpolation solidifying agent, blending ratio is 10: 25～100, promptly is made the bituminous epoxy binder;
2) the bituminous epoxy binder that system is made into adds in the basalt aggregate that is preheated to 110～130 ℃, mix is no less than 20 seconds in the mix pot, afterwards mineral filler is added and carry out mix in the mix pot once more, duration of mixing is no less than 40 seconds once more, promptly is made the ultra-thin wearing layer bituminous concrete material that is used for deck paving.
Beneficial effect: the ultra-thin wearing layer bituminous concrete material that is used for deck paving that provides among the present invention has good cling property, drainage performance, has good high-temperature stability again.
Embodiment
The present invention will be further described below in conjunction with accompanying drawing.
Bridge floor ultra-thin wearing layer bituminous concrete of the present invention adopts two kinds of materials of following weight ratio to be made: the bituminous epoxy binder: gather materials=4～8: 100.
Wherein the bituminous epoxy binder is to be made by following raw materials in weight: Resins, epoxy: matrix pitch=10～25 of adding solidifying agent: 100.
Gather materials is to be made by following raw materials in weight: basalt aggregate: mineral filler=1200～1000: 100.
The technical requirements that Resins, epoxy in the described bituminous epoxy binder need reach is as shown in table 1.
The technical requirements of table 1 Resins, epoxy
| Technical indicator | Technical requirements | Test method |
| Viscosity (120 ℃) (mPas) | 10～30 | ASTM?D?445 |
| Colourity (APHA) | ≤500 | - |
| Water content (%) | ≤0.15 | ASTM?D?1744 |
| Proportion (20 ℃) | 1.0～1.30 | ASTM?D?1475 |
| Flash-point (COC) (℃) | ≥200 | ASTM?D?92 |
| Outward appearance | Transparent amber shape | Visual |
The technical requirements that the matrix pitch of the interpolation solidifying agent in the bituminous epoxy binder will reach is as shown in table 2.
Table 2 adds the technical requirements of the matrix pitch of solidifying agent
| Technical indicator | Technical requirements | Test method |
| Viscosity (120 ℃) (mPas) | ≥300 | The Brookfield viscometer method |
| Proportion (20 ℃) | 0.85～1.15 | ASTM?D?1475 |
| Water content (%) | ≤0.5 | ASTM?D?1744 |
| Flash-point (COC) (℃) | ≥200 | ASTM?D?92 |
| Color | Black | Visual |
The technical requirements of the bituminous epoxy binder that system is made into is as shown in table 3.
The technical requirements of table 3 bituminous epoxy binder
| Technical indicator | Technical requirements | Test method |
| Tensile strength (23 ℃) (MPa) | ≥1.0 | ASTM?D?638 |
| Tension set (23 ℃) (%) | ≥100 | ASTM?D?638 |
| Thermoset (300 ℃) | Do not melt | Small specimen is placed on the hot steel plate |
| Soak consumption rate (23 ℃) (%) | ≤35 | / |
| Water-intake rate (7 days, 23 ℃) (%) | ≤0.3 | ASTM?D?570 |
| Heat deflection temperature (HDT) under loading action (℃) | -18～-25 | ASTM?D?648 |
| The time (120 ℃) that viscosity increases to 1000mPas (min) | ≥50 | JTJ052-2000 |
The basalt aggregate of one of described starting material need satisfy following technical requirements, and is as shown in table 4.
The technical requirements of table 4 basalt aggregate
| Technical indicator | Technical requirements | Test method |
| Ultimate compression strength (MPa) | ≥120 | JTG?E41-2005(T0221-2005) |
| Los Angeles wear(ing)value (%) | ≤22.0 | JTG?E42-2005(T0317-2005) |
| Crush values (%) | ≤12 | JTG?E42-2005(T0316-2005) |
| Volume density (g/cm3) | ≥2.65 | JTG?E42-2005(T0304-2005) |
| Water-intake rate (%) | ≤1.5 | JTG?E42-2005(T0304-2005) |
| Faller gill shape content (%) | ≤5 | JTG?E42-2005(T0312-2005) |
| Soft rock content (%) | ≤1 | JTG?E42-2005(T0320-2005) |
| Adhesivity (SK 70#) (level) | ≥4 | JTG?E42-2005(T0616-2005) |
| Soundness (%) | ≤5 | JTG?E42-2005(T0314-2005) |
| Silt content (%) | ≤1 | JTG?E42-2005(T0310-2005) |
The mineral filler of one of described starting material need satisfy following technical requirements, and is as shown in table 5.
The technical requirements of table 5 mineral filler
| Technical indicator | Technical requirements | Test method |
| Density (g/cm3) | ≥2.5 | JTG?E42-2005(T0352-2005) |
| The hydrophilic coefficient test | ≤1 | JTG?E42-2005(T0353-2000) |
| Plasticity index (%) | ≤4.0 | JTG?E42-2005(T0354-2005) |
| Add heat-resistant quality | Nondiscoloration | JTG?E42-2005(T0355-2005) |
Make the actual stage of bridge floor ultra-thin wearing layer bituminous concrete connect the intermediate value of the listed grading limit of nearly table 6 as far as possible.
Table 6 deck paving ultra-thin wearing layer bituminous concrete grading limit
As another aspect of the present invention, a kind of method for preparing above-mentioned bridge floor ultra-thin wearing layer bituminous concrete is described as follows, and it comprises the steps:
(1) preparation bituminous epoxy binder
Meter by weight proportion is heated to Resins, epoxy after 80 ± 5 ℃ and mixes with the matrix pitch that is heated to 125 ± 5 ℃ interpolation solidifying agent that also mix is even, and blending ratio is 20: 25～100, promptly is made the bituminous epoxy binder.
(2) preparation bridge floor ultra-thin wearing layer bituminous concrete
The bituminous epoxy binder that system is made into adds in the basalt aggregate that is preheated to 110～130 ℃, in the mix pot, carry out mix, duration of mixing is no less than 20s, guarantee basalt aggregate do not have flower material, in vain expect phenomenon after, mineral filler added carry out mix in the mix pot again, duration of mixing is no less than 40s, and guaranteeing gathers materials is all wrapped by pitch, promptly is made the bridge floor ultra-thin wearing layer bituminous concrete.Wherein, above-mentioned basalt aggregate and mineral filler mass ratio be 1200～1000: 100; Asphaltic binder with the mass ratio that gathers materials is: 4～8: 100.
(3) the above-mentioned bituminous concrete that mixes and stirs is packed into pave in the laying equipment, then roll with rolling apparatus.
Embodiment 1: each starting material is counted by weight proportion, 10 parts of extracting epoxy resins, 50 parts of the matrix pitches of interpolation solidifying agent, 1000 parts of basalt aggregate, 100 parts of mineral fillers.At first 10 parts of Resins, epoxy are heated to after 80 ± 5 ℃ mix with 50 parts of matrix pitches that are heated to 125 ± 5 ℃ interpolation solidifying agent and mix even, be made the bituminous epoxy binder; Secondly the bituminous epoxy binder that system is made into adds in 1000 parts of basalt aggregate that are preheated to 110～130 ℃, in the mix pot, carry out mix, duration of mixing is no less than 20s, after 100 parts mineral filler added to mix is no less than 60s in the mix pot, promptly be made the bridge floor ultra-thin wearing layer bituminous concrete.
With the above-mentioned epoxy asphalt mixture that the mixes and stirs transportation equipment of packing into, the meter bottom discharge time, must carry out the insulation measure in the transportation.Be transported to the working-yard, calculate the time opening that paves.Begin to pave, roll in the time of paving.When the bridge floor ultra-thin wearing layer rolled, the two wheel just of 11-13t street roller was adopted in first pressing, and multiple the pressure adopts 20t pneumatic-tired rollers, final pressure to adopt two street rollers of wheel just of 11-13t.First pressing, multiple press and final pressure all is not less than 4 times, and first pressing finishing temperature and final pressure finishing temperature must not be lower than the temperature of regulation.
The bridge floor ultra-thin wearing layer bituminous concrete voidage that is made by embodiment is 20.3%; Coefficient of permeability is 5393ml/min, exceeds 49.8% than the 3600ml/min of code requirement, has good drainage performance; The frictional coefficient of ultra-thin wearing layer bituminous concrete test specimen is 85 under the drying conditions, and the frictional coefficient under the wet condition is 65.9, exceeds 22% than the frictional coefficient 54 of code requirement, has good cling property; Dynamic stability under 60 ℃ of conditions is 7500 times/mm, is 2.5 times of 3000 times/mm of code requirement dynamic stability; Bending tensile strength under the low temperature (10 ℃) is 4.7MPa, and limit flexural-tensile strain has reached 4.9 * 10-3, has good low-temperature performance.
Claims (2)
1. ultra-thin wearing layer bituminous concrete material that is used for deck paving is characterized in that: this material is by weight being made up of following two components: the bituminous epoxy binder: gather materials=4～8: 100; Wherein,
The bituminous epoxy binder is to be made by following raw materials in weight: Resins, epoxy: matrix pitch=10～25 of adding solidifying agent: 100;
Gather materials is to be made by following raw materials in weight: basalt aggregate: mineral filler=1200～1000: 100.
2. preparation method who is used for the ultra-thin wearing layer bituminous concrete material of deck paving as claimed in claim 1 is characterized in that this method comprises following process:
1) meter by weight proportion mixes that also mix is even after Resins, epoxy is heated to 75 ℃-85 ℃ with the matrix pitch that is heated to 120-130 ℃ ℃ interpolation solidifying agent, blending ratio is 10: 25～100, promptly is made the bituminous epoxy binder;
2) the bituminous epoxy binder that system is made into adds in the basalt aggregate that is preheated to 110～130 ℃, mix is no less than 20 seconds in the mix pot, afterwards mineral filler is added and carry out mix in the mix pot once more, duration of mixing is no less than 40 seconds once more, promptly is made the ultra-thin wearing layer bituminous concrete material that is used for deck paving.
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| CN 201010236275 CN101913800A (en) | 2010-07-26 | 2010-07-26 | Ultra-thin wearing layer bituminous concrete material for paving bridge deck and preparation method thereof |
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|---|---|---|---|
| CN 201010236275 CN101913800A (en) | 2010-07-26 | 2010-07-26 | Ultra-thin wearing layer bituminous concrete material for paving bridge deck and preparation method thereof |
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Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103215874A (en) * | 2013-04-11 | 2013-07-24 | 同济大学 | Construction method for quickly repairing pot hole of epoxy asphalt bridge deck pavement layer |
| CN103225249A (en) * | 2013-04-11 | 2013-07-31 | 同济大学 | Method for repairing small pits on epoxy asphalt steel bridge surface in infusion manner |
| CN103319906A (en) * | 2013-06-26 | 2013-09-25 | 北京同华道路养护有限责任公司 | Asphalt for ultrathin surface wearing layer and mixture and application thereof |
| CN105271949A (en) * | 2015-11-17 | 2016-01-27 | 江苏中路新材料科技发展有限公司 | Design method and preparing method for dense-gradation ultrathin paving asphalt mixture and application of asphalt mixture |
| CN105293995A (en) * | 2015-11-23 | 2016-02-03 | 苏交科集团股份有限公司 | Ultrathin draining anti-skidding surface layer with long service life and preparation method thereof |
| CN107117869A (en) * | 2017-05-10 | 2017-09-01 | 长安大学 | A kind of cold repairing asphalt mixture and preparation method thereof |
| CN109096991A (en) * | 2018-08-14 | 2018-12-28 | 江苏增光复合材料科技有限公司 | A kind of antiskid mist sealing material and its construction method |
| CN109626873A (en) * | 2018-12-29 | 2019-04-16 | 苏州科技大学 | A kind of high-termal conductivity asphalt and the pavement structure formed is prepared by it |
| CN109765258A (en) * | 2019-01-09 | 2019-05-17 | 上海公路桥梁（集团）有限公司 | The monitoring method of the compacting temperature of asphalt pavement |
| CN110683792A (en) * | 2019-11-18 | 2020-01-14 | 广州市市维新材料科技有限公司 | Modified asphalt and preparation method thereof, asphalt thin-layer pavement material and preparation method thereof |
| CN111003969A (en) * | 2019-12-10 | 2020-04-14 | 东南大学 | Ultrathin anti-skid wearing layer and pavement with same |
| CN111021183A (en) * | 2019-12-10 | 2020-04-17 | 东南大学 | Construction method of open-graded drainage type epoxy asphalt ultrathin anti-skid wearing layer |
| CN111233375A (en) * | 2020-02-17 | 2020-06-05 | 江苏千城生态科技有限公司 | Functional drainage pavement and preparation method thereof |
| CN113277774A (en) * | 2021-04-20 | 2021-08-20 | 东南大学 | Elastic curing ballast bed material and indoor test piece forming and manufacturing 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 |
| CN114634330A (en) * | 2022-03-29 | 2022-06-17 | 苏交科集团股份有限公司 | Asphalt mixture for low-temperature ultrathin overlay and application thereof |
| CN114835439A (en) * | 2022-06-02 | 2022-08-02 | 黄卫 | Epoxy asphalt steel slag concrete ultrathin wearing layer and preparation method thereof |
| CN114875786A (en) * | 2022-06-16 | 2022-08-09 | 保利长大工程有限公司 | Construction method of temporary traffic bridge floor based on UTAC-5 ultrathin asphalt wearing layer |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101696097A (en) * | 2009-10-30 | 2010-04-21 | 陈正年 | Engineering epoxy asphalt mixture and preparation method thereof |
-
2010
- 2010-07-26 CN CN 201010236275 patent/CN101913800A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101696097A (en) * | 2009-10-30 | 2010-04-21 | 陈正年 | Engineering epoxy asphalt mixture and preparation method thereof |
Non-Patent Citations (1)
| Title |
|---|
| 《公路》 20100131 罗桑等 "环氧沥青混凝土铺装材料低温性能研究" 156-160 1-2 , 第1期 * |
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| CN103215874A (en) * | 2013-04-11 | 2013-07-24 | 同济大学 | Construction method for quickly repairing pot hole of epoxy asphalt bridge deck pavement layer |
| CN103225249A (en) * | 2013-04-11 | 2013-07-31 | 同济大学 | Method for repairing small pits on epoxy asphalt steel bridge surface in infusion manner |
| CN103215874B (en) * | 2013-04-11 | 2015-03-04 | 同济大学 | Construction method for quickly repairing pot hole of epoxy asphalt bridge deck pavement layer |
| CN103225249B (en) * | 2013-04-11 | 2015-08-19 | 同济大学 | Pour into the method that formula repairs the shallow craterlet of bituminous epoxy Steel Bridge Deck |
| CN103319906A (en) * | 2013-06-26 | 2013-09-25 | 北京同华道路养护有限责任公司 | Asphalt for ultrathin surface wearing layer and mixture and application thereof |
| CN105271949A (en) * | 2015-11-17 | 2016-01-27 | 江苏中路新材料科技发展有限公司 | Design method and preparing method for dense-gradation ultrathin paving asphalt mixture and application of asphalt mixture |
| CN105293995A (en) * | 2015-11-23 | 2016-02-03 | 苏交科集团股份有限公司 | Ultrathin draining anti-skidding surface layer with long service life and preparation method thereof |
| CN105293995B (en) * | 2015-11-23 | 2017-11-10 | 苏交科集团股份有限公司 | A kind of long-life ultra-thin draining Friction Surface and preparation method thereof |
| CN107117869A (en) * | 2017-05-10 | 2017-09-01 | 长安大学 | A kind of cold repairing asphalt mixture and preparation method thereof |
| CN109096991A (en) * | 2018-08-14 | 2018-12-28 | 江苏增光复合材料科技有限公司 | A kind of antiskid mist sealing material and its construction method |
| CN109096991B (en) * | 2018-08-14 | 2020-10-23 | 江苏增光复合材料科技有限公司 | Anti-sliding fog seal material and construction method thereof |
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| CN109626873B (en) * | 2018-12-29 | 2021-12-14 | 苏州科技大学 | High-thermal-conductivity asphalt mixture and pavement structure prepared from same |
| CN109765258A (en) * | 2019-01-09 | 2019-05-17 | 上海公路桥梁（集团）有限公司 | The monitoring method of the compacting temperature of asphalt pavement |
| CN109765258B (en) * | 2019-01-09 | 2021-07-23 | 上海公路桥梁（集团）有限公司 | Method for monitoring the compaction temperature of asphalt paving |
| CN110683792A (en) * | 2019-11-18 | 2020-01-14 | 广州市市维新材料科技有限公司 | Modified asphalt and preparation method thereof, asphalt thin-layer pavement material and preparation method thereof |
| CN111021183A (en) * | 2019-12-10 | 2020-04-17 | 东南大学 | Construction method of open-graded drainage type epoxy asphalt ultrathin anti-skid wearing layer |
| CN111003969A (en) * | 2019-12-10 | 2020-04-14 | 东南大学 | Ultrathin anti-skid wearing layer and pavement with same |
| CN111233375A (en) * | 2020-02-17 | 2020-06-05 | 江苏千城生态科技有限公司 | Functional drainage pavement and preparation method thereof |
| CN113277774A (en) * | 2021-04-20 | 2021-08-20 | 东南大学 | Elastic curing ballast bed material and indoor test piece forming and manufacturing 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 |
| CN114634330A (en) * | 2022-03-29 | 2022-06-17 | 苏交科集团股份有限公司 | Asphalt mixture for low-temperature ultrathin overlay and application thereof |
| CN114634330B (en) * | 2022-03-29 | 2023-02-14 | 苏交科集团股份有限公司 | Asphalt mixture for low-temperature ultrathin overlay and application thereof |
| CN114835439A (en) * | 2022-06-02 | 2022-08-02 | 黄卫 | Epoxy asphalt steel slag concrete ultrathin wearing layer and preparation method thereof |
| CN114875786A (en) * | 2022-06-16 | 2022-08-09 | 保利长大工程有限公司 | Construction method of temporary traffic bridge floor based on UTAC-5 ultrathin asphalt wearing layer |
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