CN101725106B - Construction method for asphalt road protection - Google Patents

Construction method for asphalt road protection Download PDF

Info

Publication number
CN101725106B
CN101725106B CN2009101097215A CN200910109721A CN101725106B CN 101725106 B CN101725106 B CN 101725106B CN 2009101097215 A CN2009101097215 A CN 2009101097215A CN 200910109721 A CN200910109721 A CN 200910109721A CN 101725106 B CN101725106 B CN 101725106B
Authority
CN
China
Prior art keywords
binding liquid
fine sand
asphalt
layer
proof
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.)
Active
Application number
CN2009101097215A
Other languages
Chinese (zh)
Other versions
CN101725106A (en
Inventor
江其超
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shenzhen Kui road industry Co.,Ltd.
Original Assignee
江其超
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 江其超 filed Critical 江其超
Priority to CN2009101097215A priority Critical patent/CN101725106B/en
Publication of CN101725106A publication Critical patent/CN101725106A/en
Application granted granted Critical
Publication of CN101725106B publication Critical patent/CN101725106B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Road Paving Structures (AREA)

Abstract

The invention discloses a construction method for asphalt road protection, which relates to the provision of a rapid construction method for water-proof, grease-proof and skid-proof asphalt road protection. The method comprises the following steps that: a, an asphalt synchronous chip sealer is used for spraying a layer of water-proof and grease-proof binding liquid material, and spreading a layer of anti-skid fine sand aggregate at the same time; b, according to the predetermined material consumption, the spread layer of fine sand can be completely covered and wetted sufficiently by a binding liquid; and c, after a period of time, part of the binding liquid material can penetrate into gaps and microcracks of an asphalt layer, the moisture or a solvent in the binding liquid is evaporated, the binding liquid is solidified and dried so as to seal leakage passages such as the gaps and the microcracks of the asphalt layer, and simultaneously, a thin film formed by the binding liquid after drying coats the spread fine sand and a layer of the fine sand is bonded and fixed on an asphalt surface coarse, so that the friction coefficient of the asphalt surface coarse is improved. The construction method synchronously sprays the binding liquid and spreads the fine sand through mechanical construction, which improves construction efficiency greatly, has long road section of continuous operation, has water-proof, grease-proof and skid-proof effects on the asphalt surface course, and fulfills the aim of protecting an asphalt road.

Description

The job practices of asphalt road protection
Technical field
The present invention relates to the job practices of asphalt road protection.
Background technology
Asphalt roads is after bitumen layer is mated formation completion; Hazardous substances such as water and greasy dirt can enter into bitumen layer with (little) crack through the loose space of bitumen layer; Under effect of factors such as driving, variations in temperature, will cause the damage on bitumen layer road surface, cause shortening the application life of flexible pavement.
Existing asphalt road protection technology is on bitumen layer, directly to spray mulseal or chemical protective agent; Or overlay little table place and various skin coat; Though these protections have the waterproof and oilproof effect to bitumen layer; But the applicability of different process respectively has the restriction of some aspect, and is higher like non-skid property reduction or cost.
Summary of the invention
The object of the present invention is to provide the rapid constructing method of the anti-skidding asphalt road protection of a kind of waterproof and oilproof.
The object of the invention can be realized like this, designs a kind of job practices of asphalt road protection, may further comprise the steps:
A, use the binding liquid material (mulseal, reducing agent, coal tar, chemical glue etc.) of chip sealer spraying one layer waterproof and oilproof, spread the anti-skidding fine sand aggregate of layer overlay synchronously simultaneously, spill binding material again after also can spreading fine sand earlier;
B, according to predefined material usage, the layer of fine sand of spreading the shop can access the covering fully of binding liquid and fully soak profit;
C, through after a while, part binding liquid material will penetrate in the space fine fisssure of bitumen layer, moisture or solvent in the binding liquid evaporate; The curing of binding liquid is dry; To seal bitumen layer space fine fisssure isotonic water passage, simultaneously, the film that forms after the binding liquid drying firmly is wrapped in the fine sand that spreads the shop; And be bonded and fixed at layer of fine sand on the asphalt roofing, improve the friction factor of asphalt surface course.
The present invention sprays binding liquid synchronously and spreads the shop fine sand through mechanical execution, and efficiency of construction is greatly enhanced, and bitumen layer has waterproof and oilproof and skidproof effect, reaches the purpose of protection asphalt roads.
Description of drawings
Fig. 1 is a generalized section of the present invention
The specific embodiment
Below in conjunction with embodiment the present invention is done further description.
A kind of rapid constructing method of asphalt road protection may further comprise the steps:
A, use chip sealer even spraying one layer waterproof and oilproof binding liquid (mulseal, reducing agent, coal tar, chemical glue etc.) are evenly spread the anti-skidding fine sand aggregate of layer overlay simultaneously synchronously;
B, according to predefined material usage, after fine sand spread and is layered on the binding liquid, fine sand can access the covering fully of binding liquid and soak profit;
C, through after a while, the part binding liquid will penetrate in the space fine fisssure of bitumen layer, moisture in the binding liquid material or solvent produce evaporation; After the binding liquid material cured drying; Can seal bitumen layer space fine fisssure isotonic water passage, simultaneously, the film that forms after the binding liquid drying firmly is wrapped in the fine sand that spreads the shop; And be bonded and fixed at layer of fine sand on the asphalt roofing, improve the friction factor of asphalt surface course.
Plant equipment that the present invention adopted and material all can buy on market, and the main component of these materials is main with mulseal, pitch reducing agent, bitumen regenerant, coal tar, chemical glue and fine sand basically, and the title of commodity is different because of producer.
Adopt asphalt road protection job practices of the present invention as shown in Figure 1; Binding liquid 2 is sprayed on the asphalt surface course 1; Penetrate in the space fine fisssure of asphalt surface course 1, solidify the space fine fisssure of rear enclosed asphalt surface course 1, reach the effect of asphalt surface course 1 complete waterproof and oilproof.When fine sand 3 spread be layered on 2 li of binding liquid after; Obtain the covering of binding liquid 2 materials and fully soak; Fine sand 3 fillings are squeezed and are embedded in the space fine fisssure of asphalt surface course 1, and spread the fine sand 3 of shop through the firm parcel of film that forms after binding liquid 2 drying of materials, are bonded and fixed at layer of fine sand 3 on the asphalt roofing 1; Improve the friction factor of asphalt surface course 1, reach anti-skidding effect.
Said chip sealer is the construction equipment commonly used of highway engineering construction; Can evenly carry out the shop of spreading of spilling cloth and fine sand 3 of binding liquid 2 simultaneously; Speed of application is fast; The highway section of working continuously is long, and the asphalt surface course 1 after the construction has waterproof and oilproof and anti-slip technology effect, and whole asphalt surface course 1 reaches uniform appearance.
Said binding liquid 2 materials contain moisture or solvent, spill cloth behind asphalt surface course 1, immediately asphalt surface course 1 are permeated and evaporate, and can seal the space fine fisssure of bitumen layer 1 after the curing, the infiltration of anti-sealing and oil.
Said fine sand 3 has hardness height, resistance to compression, squeezes embedding and antiskid function.
Said predefined material usage is to confirm different pitches surface layer 1 structure required binding liquid 2 and fine sand 3 consumptions through testing, and the binding liquid 2 of spilling cloth can fully cover soaks fine sand 3.
Said binding liquid 2 dry rear films firmly are wrapped in the fine sand 3 that spreads the shop, are bonded and fixed at layer of fine sand 3 on the asphalt roofing 1, improve the friction factor of asphalt surface course 1, reach anti-skidding effect.

Claims (6)

1. asphalt road protection construction technology may further comprise the steps:
A, according to predefined material usage, use chip sealer, spraying one layer waterproof and oilproof binding liquid material;
It is characterized in that:
B, on binding liquid, broadcast sowing the anti-skidding fine sand aggregate of one deck particle diameter less than binding liquid thickness synchronously, binding liquid is soaked, is covered, soaks profit and mixes fine sand.
2. technology according to claim 1; It is characterized in that: through after a while; Moisture in the binding liquid material or solvent produce evaporation; The mixture material of part binding liquid and fine sand will penetrate in the crack, space of bitumen layer, mixture material dry solidification, sealing crack, bitumen layer space.
3. technology according to claim 2 is characterized in that: dry back bonding liquid film is wrapped in fine sand, and mixture material is cemented on the asphalt surface course, has improved the friction factor of asphalt surface course.
4. technology according to claim 1 is characterized in that: the use chip sealer just can spray binding liquid simultaneously and broadcast sowing fine sand.
5. technology according to claim 1 is characterized in that: waterproof and oilproof binding liquid material is mulseal, reducing agent, coal tar, chemical glue.
6. asphalt road protection construction technology may further comprise the steps:
A, use chip sealer broadcast sowing the anti-skidding fine sand aggregate of one deck;
B, according to predefined material usage, use said chip sealer, again spraying one layer waterproof and oilproof binding liquid material; Wherein, the particle diameter of said anti-skidding fine sand aggregate is less than binding liquid thickness, and binding liquid is soaked, covered, soaks profit and mixes said anti-skidding fine sand aggregate.
CN2009101097215A 2009-11-18 2009-11-18 Construction method for asphalt road protection Active CN101725106B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009101097215A CN101725106B (en) 2009-11-18 2009-11-18 Construction method for asphalt road protection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009101097215A CN101725106B (en) 2009-11-18 2009-11-18 Construction method for asphalt road protection

Publications (2)

Publication Number Publication Date
CN101725106A CN101725106A (en) 2010-06-09
CN101725106B true CN101725106B (en) 2012-05-23

Family

ID=42446606

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009101097215A Active CN101725106B (en) 2009-11-18 2009-11-18 Construction method for asphalt road protection

Country Status (1)

Country Link
CN (1) CN101725106B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102701787A (en) * 2012-06-27 2012-10-03 哈尔滨工业大学 Anti-freezing damage repair material for asphalt pavements and preparation method thereof

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102071613B (en) * 2011-01-26 2012-05-23 广东华盟路桥工程有限公司 Asphalt-treated permeable-base (ATB) construction process
CN103981539B (en) * 2014-03-26 2016-05-11 广西百色银海铝业有限责任公司 Aluminium cell stops cathode protecting process after groove
CN104387973A (en) * 2014-12-05 2015-03-04 山东大山路桥工程有限公司 Snow melting and ice condensation resisting material of sand-containing fog seal and preparation method of material
CN111021216A (en) * 2019-12-31 2020-04-17 江苏阿道夫公路特种养护工程有限公司 Method for maintaining asphalt pavement of airport

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102701787A (en) * 2012-06-27 2012-10-03 哈尔滨工业大学 Anti-freezing damage repair material for asphalt pavements and preparation method thereof
CN102701787B (en) * 2012-06-27 2014-06-18 哈尔滨工业大学 Anti-freezing damage repair material for asphalt pavements and preparation method thereof

Also Published As

Publication number Publication date
CN101725106A (en) 2010-06-09

Similar Documents

Publication Publication Date Title
CN101725106B (en) Construction method for asphalt road protection
RU2370588C2 (en) Water permeable coating for soil and method for production of coating for soil
KR102219319B1 (en) Photovoltaic structure for a roadway
CN103669207B (en) A kind of prefabricated bituminous concrete steel bridge surface paving structure and paving method thereof
CN105400429B (en) Uncured polymer-modified asphalt water-repellent paint and preparation method thereof
RU2010106435A (en) ADHESIVE FILM FOR ROAD COVERING, METHOD FOR ROAD COVERING WITH ITS USE, AND METHOD OF OBTAINING ADHESIVE FILM
CN1851133A (en) Non-sticking ice-snow road surface and surface anti sticking layer composition, and construction method
CN104264561A (en) A non-earthing composite structure for a waterproof pavement layer of a top plate for a road tunnel
CN104179107A (en) Oil enhanced fog seal material for asphalt pavement and preparation method and construction method of oil enhanced fog seal material
Overby et al. Otta seal surfacing: practical and economic alternative to traditional bituminous surface treatments
KR101215406B1 (en) Road paving method using polyurethan concrete
KR102190104B1 (en) Non-slip Road Pavement Method
KR20120070153A (en) A reducing noise-drainage pavement and paving method thereof
CN206143550U (en) Concrete mat formation piece or structure of mating formation on stone material road surface
KR100724163B1 (en) Repairing method of bridge or road using waste tire chip
CN110453570A (en) A kind of urban road water conservation temperature reduction construction of compound road surface method
JP2009263997A (en) Surface treating structure of road, and surface treating method of road
CN102322010A (en) Road surface porous resin seal layer and construction method thereof
JPH06146207A (en) Thawing and freezing prevention pavement of road
CN201843043U (en) Environment-friendly artificial stadium structure of green building
KR20040052827A (en) Double layer paying material which is used by recycle tire, grit, and colored rubber.
KR100902409B1 (en) A process of soil pavement with pattern on the road
US1195273A (en) Kinkted statei
CN109824301A (en) Road aqueous-based polymers stabilization gravel material, preparation and construction method
CN205100098U (en) Bridge floor individual layer formula waterproof structure of mating formation

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
EE01 Entry into force of recordation of patent licensing contract

Application publication date: 20100609

Assignee: Shenzhen Kui road industry Co.,Ltd.

Assignor: Jiang Qichao

Contract record no.: 2012440020436

Denomination of invention: Construction method for asphalt road protection

Granted publication date: 20120523

License type: Exclusive License

Record date: 20121227

LICC Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model
TR01 Transfer of patent right

Effective date of registration: 20200612

Address after: 6 / F, unit 1, building B, Yinxing hi tech Industrial Park, No. 1301 Guanlan street, Longhua District, Shenzhen City, Guangdong Province

Patentee after: Shenzhen Kui road industry Co.,Ltd.

Address before: 518034 Guangdong province Shenzhen City Road Futian Jingyuan Building Press A1206

Patentee before: Jiang Qichao

TR01 Transfer of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of invention: Construction methods for asphalt road protection

Effective date of registration: 20231121

Granted publication date: 20120523

Pledgee: Guangdong Development Bank Limited by Share Ltd. Shenzhen branch

Pledgor: Shenzhen Kui road industry Co.,Ltd.

Registration number: Y2023980066551

PE01 Entry into force of the registration of the contract for pledge of patent right