CN102167966B - Emulsified bitumen crack pouring material - Google Patents
Emulsified bitumen crack pouring material Download PDFInfo
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- CN102167966B CN102167966B CN 201010115535 CN201010115535A CN102167966B CN 102167966 B CN102167966 B CN 102167966B CN 201010115535 CN201010115535 CN 201010115535 CN 201010115535 A CN201010115535 A CN 201010115535A CN 102167966 B CN102167966 B CN 102167966B
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- styrene
- acid
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- emulsified bitumen
- latex
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Abstract
The invention relates to an emulsified bitumen crack pouring material, wherein A component comprises 40 to 60% of No.70 bitumen, 1 to 2% of emulsifier, 18 to 30% of water, 1 to 1.8% of modifier, 0.1 to 1% of stabilizer and 0.1 to 2% of pH conditioning agent, the emulsifier is one or more selected from quaternary ammonium salt, fatty amine, lignin amine, imidazoline or amide, the modifier is one or more selected from styrene butadiene latex, neoprene latex or styrene-butadiene-styrene latex, the stabilizer is one or more selected from calcium chloride, sodium phosphate, polyacrylic acid, polyvinyl alcohol or methyl cellulose, and the pH conditioning agent is one or more selected from hydrochloric acid, sulfuric acid, phosphoric acid or oxalic acid; and B component is 11 to 30% of coagulating agent, the coagulating agent is inorganic active powder, particle size of which is between 0.001 and 0.1mm, and the coagulating agent is one or more selected from CaO, SiO2 or P2O5. The crack pouring material has strong cohesiveness and good elasticity recovery performance.
Description
Technical field
The present invention relates to a kind of emulsified bitumen class gap-grouting material for asphalt pavement crack sealing maintenance.
Background technology
Emulsified bitumen cementation of fissures material is take emulsified bitumen as raw material because emulsified bitumen has good flowability, can infiltrate dark and crack that size is less in, the moisture evaporation reaches the purpose that mends a split behind the breakdown of emulsion.Compare the heated bitumen cementation of fissures and repair, the emulsified bitumen cementation of fissures is repaired easier filling to the depths, crack, and need not heating, and construction is simple, and is low to workmen's technical requirements, more saves cost when reducing environmental pollution.Along with the develop rapidly of emulsified bitumen research and application, emulsified bitumen class cold-penetration seam material is widely used in repairing road cracks, and various Emulsified bitumen crack pouring materials continue to bring out.
CN1962526A provides a kind of polymer joint-grouting material for pavement, is comprised of liquid compound and dry powder blend material two portions, and wherein liquid compound main component is 85%~97% emulsified bitumen and 3~15% polyvinyl alcohol solution; Contain 76~95% alkaline powders, 1~3.5% tensio-active agent, 0.5~1% yellow soda ash and 3~20% waste rubber micropowders in the dry powder blend material, alkaline powder absorbs moisture that the emulsified bitumen breakdown of emulsion produces and aquation, plays to fill and strengthen gap-grouting material and the absorption cohesiveness of being filled with the knot body.CN101148338A has introduced a kind of environmental protection inorganic powder material and polymer composite modified emulsification asphalt grouting material; its main component has 65~75 parts of emulsified bitumens, 25~35 parts of inorganic powder materials, 10~30 parts of protective materials; utilize the strong suction of nano inorganic powder material, the performance of easily disperseing can improve concrete castability and the penetrating power of emulsification asphalt grouting material.
Above-mentioned emulsified bitumen cementation of fissures material is that emulsified bitumen is mixed with powdered material, and the moisture that absorbs emulsified bitumen by powdered material reaches quick formation intensity, the requirement of open to traffic.Not having chemical reaction between powdered material and the pitch, only is that pitch is simply mixed filling, and asphalt performance is not significantly improved.
Summary of the invention
The purpose of this invention is to provide a kind of response type inorganic active powder and strengthen Emulsified bitumen crack pouring material, wherein thereby active inorganic powder not only can absorb the moisture that the emulsified bitumen breakdown of emulsion produces and forms fast intensity, and with water reaction after the material that discharges can participate in asphalt modification, improve the softening temperature of pitch, improve the high-temperature behavior of pitch.
Response type inorganic active powder provided by the invention strengthens Emulsified bitumen crack pouring material, and its component and weight percentage content are:
The A component:
Form consumption
No. 70 pitches 40~60%
Emulsifying agent 1~2%
Water 18~30%
Properties-correcting agent 1~1.8%
Stablizer 0.1~1%
PH adjusting agent 0.1~2%
The B component:
Form consumption
Peptizer 11~30%
Described emulsifying agent is one or more of quaternary ammonium salts, fatty amines, xylogen amine, imidazolines, amides.
Described properties-correcting agent is one or more in styrene-butadiene latex, polychloroprene latex, the styrene-butadiene-styrene latex.Preferred styrene-butadiene latex or polychloroprene latex.
Described stablizer is one or more in calcium chloride, sodium phosphate, polyacrylic acid, polyvinyl alcohol, the methylcellulose gum.Optimization polypropylene acid or polyvinyl alcohol.
Described pH value conditioning agent is one or more in hydrochloric acid, sulfuric acid, phosphoric acid, the oxalic acid.Preferred hydrochloric acid or oxalic acid.
Described peptizer is the inorganic active powder of grain diameter characteristic 0.001~0.1mm, and composition is CaO, SiO
2, P
2O
5In one or more.Play suction, moulding strengthens, and improves the effects such as asphalt performance.
Described response type inorganic active powder strengthens Emulsified bitumen crack pouring material, and it is prepared and uses according to following technical process:
The A component: the mixed solution of preparation emulsifying agent, stablizer, properties-correcting agent and water is also controlled its temperature in 55~60 ℃, then adopt the emulsified bitumen colloidal mill (namely to get emulsified bitumen cementation of fissures material A component behind 3000~10000rpm) processing, 1.5~2min with asphalt heating to 135~140 ℃, and with the emulsifying agent mixed solution.
B component: dispose in proportion peptizer.
During construction, on-the-spot A, the B component of evenly mixing carries out cementation of fissures construction immediately.
Required peptizer is a kind of alkaline inorganic active powder among the present invention.This material absorbs the water in the emulsified bitumen with after emulsified bitumen mixes, and hydration reaction occurs generate crystal salt, both can improve the emulsified bitumen de-emulsification speed, can guarantee that again Emulsified bitumen crack pouring material has enough flowabilities and sufficient working hour.Secondly, the reacted product of emulsified bitumen and peptizer can improve its softening temperature under the condition that does not change emulsified bitumen residue ductility, so that gap-grouting material obtains better high temperature stability performance.
Characteristics of the present invention are:
1. emulsified bitumen cementation of fissures material of the present invention has short breakdown of emulsion molding time, need can be applicable to the construction section of quick open to traffic.Simultaneously, inorganic active powder and emulsified bitumen reaction product mixture can improve pitch softening point, increase gap-grouting material high temperature stability performance and elastic recovery capability.5 ℃ of ductilities of gap-grouting material evaporation residue of the present invention are greater than 100cm, and softening temperature is greater than 60 ℃, and elastic restoration ratio satisfies the service requirements of high temperature season greater than 40%.
2. Emulsified bitumen crack pouring material of the present invention has good infiltration and cohesiveness.
Embodiment
The cited embodiment of the present invention further specifies of the present invention, but embodiment all is not limitation of the present invention.
Embodiment 1
A component: with 0.8g polyacrylic acid stablizer, 7.5g octadecyl trimethyl ammonium chloride, styrene butadiene latex modified dose of 40g and 105.8g water mixing and stirring are also controlled its temperature in 55-60 ℃, add 6g hydrochloric acid pH value conditioning agent, then the 70# pitch of above-mentioned mixed solution and 236g130~140 ℃ is processed 1~1.5min in colloidal mill and namely get the A component.Control rotating speed 3000~10000rpm.
B component: 100g CaO peptizer pack.
During use, on-the-spot with A, B component mixing and stirring, can carry out cementation of fissures construction.
Embodiment 2:
A component: with 0.6g polyvinyl alcohol stablizer, 8.2g N-oil base-1,3-trimethylene diamines, the agent of 38g neoprene latex modification and 166.9g water mixing and stirring are also controlled its temperature in 55-60 ℃, add 6g oxalic acid pH value conditioning agent, then the 70# pitch of above-mentioned mixed solution and 325g130~140 ℃ is processed 1~1.5min in colloidal mill and namely get the A component.Control rotating speed 3000~10000rpm.
B component: 100gSiO
2Or P
2O
5The peptizer pack.
During use, on-the-spot with A, B component mixing and stirring, can carry out cementation of fissures construction.
The embodiment performance index:
Performance index | Embodiment 1 | Embodiment 2 | Test method |
Ductility (5 ℃), cm | >100 | >100 | T0605-1993 |
Penetration degree (25 ℃), dm | 38.2 | 37.9 | T0604-2000 |
Softening temperature, ℃ | 65 | 63.5 | T0606-2000 |
Molding time (25 ℃, 50% relative humidity), h | 2~2.5 | 2~2.5 | Do solid work the time |
Interfacial adhesion, Mpa | 0.8 | 0.7 | GB17671 |
Elastic restoration ratio, % | 41 | 40.5 | T0662-2000 |
Claims (1)
1. Emulsified bitumen crack pouring material, it is characterized in that: its component and weight percentage content are:
The A component:
The B component:
Form consumption
Peptizer 11~30%
Described emulsifying agent be in quaternary ammonium salts, fatty amines, xylogen amine, imidazolines or the amides one or more;
Described properties-correcting agent is styrene-butadiene latex, polychloroprene latex, in the styrene-butadiene-styrene latex one or more;
Described stablizer is calcium chloride, sodium phosphate, polyacrylic acid, polyvinyl alcohol, in the methylcellulose gum one or more;
Described pH value conditioning agent is hydrochloric acid, sulfuric acid, phosphoric acid, in the oxalic acid one or more;
Described peptizer is the inorganic active powder of grain diameter characteristic 0.001~0.1mm, and composition is CaO.
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CN 201010115535 CN102167966B (en) | 2010-02-26 | 2010-02-26 | Emulsified bitumen crack pouring material |
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CN 201010115535 CN102167966B (en) | 2010-02-26 | 2010-02-26 | Emulsified bitumen crack pouring material |
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CN102167966A CN102167966A (en) | 2011-08-31 |
CN102167966B true CN102167966B (en) | 2013-04-24 |
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Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
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CN103113751B (en) * | 2013-02-26 | 2015-08-19 | 长安大学 | A kind of adhesion coating cation-modified emulsified bitumen and preparation method thereof |
CN103554929B (en) * | 2013-10-14 | 2016-03-30 | 王利泉 | A kind of polymer modification emulsified bitumen base joint grouting glue and preparation method thereof |
CN104446160B (en) * | 2014-11-25 | 2016-03-16 | 河南交院公路工程技术有限公司 | A kind of asphalt roads cementation of fissures agent and preparation method thereof |
CN106751948A (en) * | 2016-11-22 | 2017-05-31 | 苏州宇希新材料科技有限公司 | A kind of SBS modified asphalt waterproofs material |
CN106751949A (en) * | 2016-11-22 | 2017-05-31 | 苏州宇希新材料科技有限公司 | A kind of preparation method of SBS modified asphalt waterproofs material |
CN108276956B (en) * | 2018-02-05 | 2019-08-20 | 山东交通学院 | A kind of matrix type gap-grouting material and preparation method thereof for alkaline bone material bituminous pavement |
CN110764541B (en) * | 2018-07-26 | 2023-04-07 | 中国石油天然气股份有限公司 | Method and device for determining particle composition of drilling fluid |
CN111099855A (en) * | 2019-12-24 | 2020-05-05 | 湖南鑫长胜材料科技有限公司 | Emulsified asphalt mixture and preparation method thereof |
Citations (2)
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---|---|---|---|---|
CN101081933A (en) * | 2007-06-06 | 2007-12-05 | 湖南大学 | Environment-friendly type split mending material for polymer emulsion inorganic powder and nano material composite modified emulsified asphalt |
CN101148338A (en) * | 2007-09-14 | 2008-03-26 | 陈宪宏 | Environmental protection inorganic powder material and polymer composite modified emulsification asphalt grouting material |
Family Cites Families (1)
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KR100531002B1 (en) * | 2003-07-18 | 2005-11-24 | 한국석유공업 주식회사 | Waterproof agent for paint film using emulsification asphalt and manufacturing method same |
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2010
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Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101081933A (en) * | 2007-06-06 | 2007-12-05 | 湖南大学 | Environment-friendly type split mending material for polymer emulsion inorganic powder and nano material composite modified emulsified asphalt |
CN101148338A (en) * | 2007-09-14 | 2008-03-26 | 陈宪宏 | Environmental protection inorganic powder material and polymer composite modified emulsification asphalt grouting material |
Non-Patent Citations (2)
Title |
---|
《丁苯胶乳改性乳化沥青的制备及其性能》;冯雷雷等;《石油炼制与化工》;20090312;第40卷(第3期);56-60 * |
冯雷雷等.《丁苯胶乳改性乳化沥青的制备及其性能》.《石油炼制与化工》.2009,第40卷(第3期),56-60. |
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