CN103468003B - Crack disease consolidant for asphalt pavement and production method thereof - Google Patents

Crack disease consolidant for asphalt pavement and production method thereof Download PDF

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Publication number
CN103468003B
CN103468003B CN201310423974.6A CN201310423974A CN103468003B CN 103468003 B CN103468003 B CN 103468003B CN 201310423974 A CN201310423974 A CN 201310423974A CN 103468003 B CN103468003 B CN 103468003B
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China
Prior art keywords
consolidant
asphalt pavement
disease
crack
epoxy resin
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Expired - Fee Related
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CN201310423974.6A
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CN103468003A (en
Inventor
桂希衡
桂勘
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Guizhou Jiaoke Hengchuang Technology Co ltd
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Zhilida Resources Recycling Technology Co Ltd
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Abstract

A kind of Crack disease consolidant for asphalt pavement and production method thereof, by carbolineum: polyethylene: type thermosetting resin: vegetable jelly class: epoxy resin: stone flour=6 ~ 8:0.5 ~ 0.3:1 ~ 0.5:1 ~ 0.5:1 ~ 0, heating raw materials to 30 ~ 100 DEG C of 5:0.5 ~ 0.2, stir rear tinning sealing, be kept at cool place, drying, ventilation, fp environment.The present invention can extend the pavement usage cycle, reduces maintenance cost, reduce old material abandoned piles contaminate environment.

Description

Crack disease consolidant for asphalt pavement and production method thereof
Technical field
The present invention relates to chemical technology field, specifically a kind of Crack disease consolidant for asphalt pavement, also relate to the production method of this Crack disease consolidant for asphalt pavement simultaneously.
Background technology
In asphalt pavement conserving maintenance construction, modal pavement disease is exactly bituminous pavement crackle disease.What its Producing reason was main has following several: (1) sub-surface undercapacity, produces sinking distortion and cause asphalt pavement structural layer to be subject to the curved portion's breaking elongation that undercuts to road surface under Vehicle Load; (2) there is powder or loose fine granules in the interface between blacktop and sub-surface surface, cause blacktop and basic unit not to cohere very well and form integrated plate body layer, under wheel load effect, oil mat local produces horizontal push-and-pull displacement drawing crack oil mat; (3) not tight to quality control in construction process of asphalt pavement, asphalt content deficiency or sandstone mineral aggregate (gathering materials) grating etc. is caused not to reach corresponding specification or design requirements, cause congenital defect and driving cargo effect cannot be met, thus producing between loose, blown sand or be full of cracks check crack disease.
The manifestation of above disease: (1) is distinguished from grade elevation, mainly contains road surface subsidence mode-Ⅲ crack and the mode-Ⅲ crack that do not sink; (2) distinguish from road surface crackle block feature, mainly contain cleavage block and loosen mode-Ⅲ crack and non-loosening mode-Ⅲ crack; (3) distinguish from road surface crack distribution feature, mainly contain between map cracking and wire crackle or have mixed type (turtleback) crackle.
No matter be any crackle, all directly related to the work-ing life of bituminous pavement, due to the existence of bituminous pavement crackle disease, the most directly harm is exactly that the ponding of road surface causes along the seepage of crackle: the roadbed of (1) wet Terrain surface basic unit and bottom thereof causes disease to be expanded; (2) to the cutting at blacktop and sub-surface interface, crackle disease is caused to be expanded.
To the reparation of bituminous pavement crackle disease, traditional way is: (1) oil mat to loosening mode-Ⅲ crack disease scope carries out excavation and discards, again the new asphalt pavement material of making, if sub-surface undercapacity sinks serious, also to need again after surfacing basic unit (basic unit's reinforcement) the just new oil mat of making, and old material abandoned piles contaminate environment; Mostly this situation is because of causing not in time caused by disease expansion in early days to crackle damage repair, though invest comparatively large but do something against one's will, strengthens the reparation to crackle disease and control, just must reduce such adverse consequences if early stage.(2) to non-loosening also without sink crackle disease, take to overlay new oil mat or repave after crack area sprays new pitch (emulsified bitumen or asphalt cold repairing) to spread particulate formula key aggregate, also have and spray the object that colloidalmaterial reaches water blockoff seepage in wider crack.Though these methods can alleviate the expansion of crackle disease in a short time, just take stopgap measures and do not effect a permanent cure.Also there is increase maintenance cost simultaneously; Surface evenness is difficult to ensure card; Be only take to cover or filling mode temporarily makes up to crackle, do not control from the physical chemical mechanism of pitch place to go of starting with itself, therefore maintenance cycle is not long, disease easily recurs, the not too obvious and shortcoming such as uneconomical of effect.
Summary of the invention
The object of the invention is to overcome above-mentioned shortcoming and a kind of Crack disease consolidant for asphalt pavement that can extend the pavement usage cycle, reduce maintenance cost, reduce old material abandoned piles contaminate environment provided.
Another object of the present invention is to the production method that this Crack disease consolidant for asphalt pavement is provided.
A kind of Crack disease consolidant for asphalt pavement of the present invention, is obtained by the raw material of following weight ratio:
Carbolineum: polyethylene: type thermosetting resin: vegetable jelly class: epoxy resin: stone flour=6 ~ 8:0.5 ~ 0.3:1 ~ 0.5:1 ~ 0.5:1 ~ 0,5:0.5 ~ 0.2.
Thermosetting resin is resol, polypropylene, polyvinyl chloride etc.
Vegetable jelly class is fenugreek gum, Mierocrystalline cellulose.
Epoxy resin is epoxy resin E-60, epoxy resin E-44.
The production method of a kind of Crack disease consolidant for asphalt pavement of the present invention, comprising: by the heating raw materials to 30 of said ratio ~ 100 DEG C, stirs rear tinning sealing, is kept at cool place, drying, ventilation, fp environment.
The present invention compared with prior art, there is obvious beneficial effect, as can be known from the above technical solutions: Crack disease consolidant for asphalt pavement of the present invention, spray at crackle disease boundary surface, by permeating in crackle disease scope, physics chemical action (the bituminous material pavement performance that there is disease section aging is recovered, hard fragility is transformed to snappiness) can be produced to asphalt pavement material, make crackle disease realize healing.Reach the expansion of pre-Anti-cracking disease, reduce trenchless rehabilitation amount, to reduce maintenance cost, reduce old material abandoned piles contaminate environment, to ensure the quality of products, extend the pavement usage cycle etc.
The specific embodiment of the present invention is provided in detail by following examples.
Embodiment
Describe the present invention below in conjunction with example, explain and illustrate technical scheme feature of the present invention further.
embodiment 1:
A kind of production method (sample gross weight 10kg) of Crack disease consolidant for asphalt pavement, comprising:
By carbolineum 6kg, polyethylene 0.5kg, resol 1kg, fenugreek gum 1kg, epoxy resin E-60A1kg, stone flour 0.5kg, be heated to 30 ~ 100 DEG C, stir rear tinning sealing, be kept at cool place, drying, ventilation, fp environment.
embodiment 2:
A kind of production method (sample gross weight 10kg) of Crack disease consolidant for asphalt pavement, comprising:
By carbolineum 8kg, polyethylene 0.3kg, polypropylene 0.5kg, Mierocrystalline cellulose 0.5kg, epoxy resin E-44 0.5kg, stone flour 0.2, be heated to 30 ~ 100 DEG C, stir rear tinning sealing, be kept at cool place, drying, ventilation, fp environment.
embodiment 3:
A kind of production method (sample gross weight 10kg) of Crack disease consolidant for asphalt pavement, comprising:
By carbolineum 7kg, polyethylene 0.4kg, polyvinyl chloride 0.8kg, Mierocrystalline cellulose 0.8kg, epoxy resin E-60B0.7kg, stone flour 0.3, be heated to 30 ~ 100 DEG C, stir rear tinning sealing, be kept at cool place, drying, ventilation, fp environment.
Using method:
1, the consolidant that embodiment is obtained is heated to 50 ~ 80 DEG C;
2, crackle disease boundary surface (if crack width is excessive, can be aided with and inserts particulate formula asphalt) is sprayed at equably with spray appliance;
3, consumption is determined according to crack density and crack width, is generally 0.2kg ~ 5kg/M2, and crack density and crack width get more greatly the high amount of limiting the use of, otherwise gets lower bound consumption;
4, after spraying, (depending on temperature situation) must close traffic strengthen site traffic control in 1 ~ 3 hour, forbids vehicle to sail the road surface of spraying range into;
5, spray after 1 ~ 3 hour (depending on temperature situation), observe road surface consolidant without after obvious deposition, the particulate formula hard Aggregate of even spreading less than 8 millimeters is to covering consolidant spraying area completely and after evenly putting down with broom or other adapted tools, with light-duty compacting equipment, aggregate compaction is embedded crackle and road crust, ensureing that vehicle sails unlikely skidding into just can open to traffic.Special messenger to be established if desired to observe and to guard 3 ~ 5 hours commander's vehicle travelings, to guarantee traffic safety.
The above, it is only preferred embodiment of the present invention, not any pro forma restriction is done to the present invention, anyly do not depart from technical solution of the present invention content, the any simple modification done above embodiment according to technical spirit of the present invention, equivalent variations and modification, all still belong in the scope of technical solution of the present invention.

Claims (4)

1. a Crack disease consolidant for asphalt pavement, is obtained by the raw material of following weight ratio:
Carbolineum: polyethylene: resol, polypropylene or polyvinyl chloride: vegetable jelly class: epoxy resin: stone flour=6 ~ 8:0.5 ~ 0.3:1 ~ 0.5:1 ~ 0.5:1 ~ 0.5:0.5 ~ 0.2.
2. a kind of Crack disease consolidant for asphalt pavement as claimed in claim 1, wherein: vegetable jelly class is fenugreek gum, Mierocrystalline cellulose.
3. a kind of Crack disease consolidant for asphalt pavement as claimed in claim 2, wherein: epoxy resin is epoxy resin E-60, epoxy resin E-44.
4. the production method of a Crack disease consolidant for asphalt pavement, comprise: by carbolineum: polyethylene: resol, polypropylene or polyvinyl chloride: epoxy resin: heating raw materials to 30 ~ 100 DEG C of stone flour=6 ~ 8:0.5 ~ 0.3:1 ~ 0.5:1 ~ 0.5:1 ~ 0.5:0.5 ~ 0.2, stir rear tinning sealing, be kept at cool place, drying, ventilation, fp environment.
CN201310423974.6A 2013-09-17 2013-09-17 Crack disease consolidant for asphalt pavement and production method thereof Expired - Fee Related CN103468003B (en)

Priority Applications (1)

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CN201310423974.6A CN103468003B (en) 2013-09-17 2013-09-17 Crack disease consolidant for asphalt pavement and production method thereof

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Application Number Priority Date Filing Date Title
CN201310423974.6A CN103468003B (en) 2013-09-17 2013-09-17 Crack disease consolidant for asphalt pavement and production method thereof

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CN103468003B true CN103468003B (en) 2016-03-23

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1472243A (en) * 2002-07-30 2004-02-04 中国石油化工股份有限公司 Old road pitch modifying regenerant and preparing method thereof
EP1586606A1 (en) * 2004-04-14 2005-10-19 KRATON Polymers Research B.V. An asphalt binder based on polymer modified bitumen, hot mix asphalts made thereof, and pavements made therefrom
CN1939976A (en) * 2005-09-28 2007-04-04 中国石油化工股份有限公司 Asphalt road surface functional repairing agent with short surface dry time and its production
CN1939975A (en) * 2005-09-28 2007-04-04 中国石油化工股份有限公司 Asphalt road surface functional repairing agent and its production
CN101418130A (en) * 2008-12-08 2009-04-29 桂希衡 Weathering resistant asphalt modifier and application technology thereof
CN101838510A (en) * 2010-06-02 2010-09-22 安徽三缔沥青材料有限公司 High efficiency resin fissures cementation glue and preparation thereof
CN102251464A (en) * 2011-04-21 2011-11-23 高伟 Asphalt pavement crack pouring process and pavement crack repair agent
CN102936417A (en) * 2011-08-16 2013-02-20 赵金叶 Modified joint grouting glue for cement road surfaces

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1472243A (en) * 2002-07-30 2004-02-04 中国石油化工股份有限公司 Old road pitch modifying regenerant and preparing method thereof
EP1586606A1 (en) * 2004-04-14 2005-10-19 KRATON Polymers Research B.V. An asphalt binder based on polymer modified bitumen, hot mix asphalts made thereof, and pavements made therefrom
CN1939976A (en) * 2005-09-28 2007-04-04 中国石油化工股份有限公司 Asphalt road surface functional repairing agent with short surface dry time and its production
CN1939975A (en) * 2005-09-28 2007-04-04 中国石油化工股份有限公司 Asphalt road surface functional repairing agent and its production
CN101418130A (en) * 2008-12-08 2009-04-29 桂希衡 Weathering resistant asphalt modifier and application technology thereof
CN101838510A (en) * 2010-06-02 2010-09-22 安徽三缔沥青材料有限公司 High efficiency resin fissures cementation glue and preparation thereof
CN102251464A (en) * 2011-04-21 2011-11-23 高伟 Asphalt pavement crack pouring process and pavement crack repair agent
CN102936417A (en) * 2011-08-16 2013-02-20 赵金叶 Modified joint grouting glue for cement road surfaces

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Address before: Huaguo Backstreet Peng Jia Wan Nanming District 550002 in Guizhou province Guiyang city flower orchard project E (International Financial Street District) No. 2 Building 1 unit 7 floor No. 14

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