CN201400841Y - Continuously reinforced concrete composite asphalt pavement structure - Google Patents
Continuously reinforced concrete composite asphalt pavement structure Download PDFInfo
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- CN201400841Y CN201400841Y CN2009200628640U CN200920062864U CN201400841Y CN 201400841 Y CN201400841 Y CN 201400841Y CN 2009200628640 U CN2009200628640 U CN 2009200628640U CN 200920062864 U CN200920062864 U CN 200920062864U CN 201400841 Y CN201400841 Y CN 201400841Y
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Abstract
A continuously reinforced concrete composite asphalt pavement structure comprises an asphalt concrete surface layer, a bonding layer, a continuously reinforced concrete layer, and a base layer; and the continuously reinforced concrete layer, the bonding layer and the asphalt concrete surface layer are sequentially laid on the base layer. The composite asphalt pavement structure organically combines the high strength of the continuously reinforced concrete and the travelling comfort of the asphalt concrete together, so as to meet the requirements for ensuring fast and safe road transportation,comfortable use quality and reliable performances considering the combined effects of travelling load and natural factors. The utility model has the advantages of high structural intensity, high loading capacity, good travelling comfort, long service life, favorable economical efficiency and durability, and simple construction technology, combines the advantages of asphalt pavement and concrete pavement together, and can realize mass production. Therefore, the composite asphalt pavement structure is a novel pavement structure with ingenious conception, which is particularly suitable for serving as the pavement structure for heavy-load highways.
Description
Technical field
The utility model discloses a kind of combined type asphalt roads road structure, be meant a kind of continuous reinforcement concrete combined type asphalt pavement structure especially, relate to the road surface structure technical field.
Background technology
At present, China main road surface of adopting in highway construction is that asphalt concrete pavement and cement concrete pavement asphalt concrete pavement generally are made up of individual layer or double-deck or three layers of bituminous mixture and basic unit; Cement concrete pavement is generally formed the asphalt concrete pavement surfacing by cement concrete slab layer and basic unit, and not have the seam flexibility good, can satisfy the driving requirement preferably, can improve the speed of a motor vehicle, reduce oil consumption, have advantages such as tangible road-ability, abrasion resistance, but an asphalt price height, maintenance of surface expense height, service life are shorter, be subjected to the restriction of bituminous material response to temperature, the intensity of asphalt surface course structure is subjected to influence of temperature change bigger; Cement concrete pavement rigidity is big, the diffusion weight bearing power is strong, good stability, resistance to compression, anti-folding, abrasion resisting performance are good, durable, long service life, but it also has very important shortcoming: seam is more, be easy to generate diseases such as purt mud, faulting of slab ends, the stationarity and the comfortableness of influence driving, maintenance and maintenance are inconvenient; Therefore, new road structure and material are all constantly being explored in countries in the world.
Summary of the invention
The purpose of this utility model be to overcome the deficiency of prior art and a kind of structural strength height is provided, lifting capacity is strong, road-ability good, the continuous reinforcement concrete combined type asphalt pavement structure of long service life, economy and good endurance.
A kind of continuous reinforcement concrete of the utility model----combined type asphalt pavement structure is to adopt following proposal to realize: comprise asphalt concrete pavement, tack coat, the continuous reinforcement layer of concrete, basic unit is equipped with continuous reinforcement layer of concrete, tack coat, asphalt concrete pavement successively in the described basic unit.
In the utility model, described tack coat is a distributing asphalt on the continuous reinforcement layer of concrete behind surface nakedization or the plucking, spills the cloth rubble again and constitutes.
In the utility model, described tack coat also can be a distributing asphalt on the continuous reinforcement layer of concrete behind surface nakedization or the plucking, then, geotextiles is sticked on the pitch, makes pitch soak into geotextiles, spills the cloth rubble again and constitute on geotextiles.
The utility model adopts the said structure form, the road-ability of concrete high strength of continuous reinforcement and bituminous concrete is organically combined, utilize the continuous reinforcement layer of concrete to bear traffic loading as the bearing course on road surface, asphalt concrete layer mainly plays the functional layer effect, satisfy guarantee under traffic load and the natural cause acting in conjunction highway transportation fast, requirement on the safety, comfortable using character performance.Compared with prior art, have following advantage:
1, does the basis with the continuous reinforcement concrete, rigid element is as the main bearing structure on road surface, for surface layer provides reliable support, plate bottom stress, flexure, rut are reduced, and the corresponding minimizing flexible cladding desired thickness of energy, thereby overcome in the prior art, the simple continuous reinforcement concrete that adopts exists seam more as the road surface, be easy to generate diseases such as purt mud, faulting of slab ends, the stationarity and the comfortableness of influence driving, maintenance and the inconvenient shortcoming of maintenance.
2, make surface layer with bituminous concrete, can improve the road surface comfortableness, reduce noise, alleviate the impact of load, reduce the load fatigue stress and the temperature fatigue stress of rigid surface, and be convenient to maintenance rigid element; Thereby, overcome in the prior art, adopt the intensity of asphalt surface course structure to be subjected to the bigger defective of influence of temperature change merely.
3, adopt bituminous concrete to make surface layer, the continuous reinforcement concrete is done the basis, under the situation that guarantees roadbed overall construction intensity and road surface comfortableness, low noise, can reduce the thickness of asphalt concrete pavement, thereby, can reduce the dependence of the petroleum resources that China is relatively lacked; And the coagulating cement earth foundation can make full use of local material and resource, as cement, flyash, rubble, reinforcing bar etc., promotes local economic development.
In sum, the utility model structural strength height, lifting capacity is strong, road-ability good, long service life, economy and good endurance, construction technology is simple, the advantage that integrates flexible pavement and cement pavement, can realize large-scale production, be a kind of road structure of novel concept, be particularly suitable for road structure as heavily loaded traffic speedway.
Description of drawings
Accompanying drawing is the utility model structural representation.
In the accompanying drawing:
The 1-asphalt concrete pavement, the 2-tack coat,
3-continuous reinforcement layer of concrete, 4-basic unit.
The specific embodiment
For understanding the utility model better, the utility model is done to describe further below in conjunction with accompanying drawing.
Referring to accompanying drawing, the utility model comprises asphalt concrete pavement 1, tack coat 2, continuous reinforcement layer of concrete 3, basic unit 4; Be equipped with continuous reinforcement layer of concrete 3, tack coat 2, asphalt concrete pavement 1 in the described basic unit 4 successively; Described tack coat 2 is distributing asphalts on the continuous reinforcement layer of concrete 3 behind surface nakedization or the plucking, spills the cloth rubble again and constitutes.
Another kind of embodiment of the present utility model is: described tack coat 2 is distributing asphalts on the continuous reinforcement layer of concrete 3 behind surface nakedization or the plucking, then, geotextiles is sticked on the pitch, make pitch soak into geotextiles, on geotextiles, spill the cloth rubble again and constitute.
In the utility model, the structure of described asphalt concrete pavement 1, continuous reinforcement layer of concrete 3, basic unit 4, material composition and job practices are same as the prior art.
Claims (3)
1, a kind of continuous reinforcement concrete combined type asphalt pavement structure, comprise asphalt concrete pavement, tack coat, continuous reinforcement layer of concrete, basic unit is characterized in that: be equipped with continuous reinforcement layer of concrete, tack coat, asphalt concrete pavement in the described basic unit successively.
2, a kind of continuous reinforcement concrete combined type asphalt pavement structure according to claim 1, it is characterized in that: described tack coat is a distributing asphalt on the continuous reinforcement layer of concrete behind surface nakedization or the plucking, spills the cloth rubble again and constitutes.
3, a kind of continuous reinforcement concrete combined type asphalt pavement structure according to claim 1 is characterized in that: described tack coat is to spill the cloth rubble to constitute on infiltration has the geotextiles of pitch.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009200628640U CN201400841Y (en) | 2009-01-09 | 2009-01-09 | Continuously reinforced concrete composite asphalt pavement structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN2009200628640U CN201400841Y (en) | 2009-01-09 | 2009-01-09 | Continuously reinforced concrete composite asphalt pavement structure |
Publications (1)
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CN201400841Y true CN201400841Y (en) | 2010-02-10 |
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CN2009200628640U Expired - Fee Related CN201400841Y (en) | 2009-01-09 | 2009-01-09 | Continuously reinforced concrete composite asphalt pavement structure |
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Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101985823A (en) * | 2010-10-26 | 2011-03-16 | 交通运输部公路科学研究所 | Sliding continuous reinforced concrete pavement, composite pavement and construction method thereof |
CN102051848A (en) * | 2010-12-16 | 2011-05-11 | 河南省新开元路桥工程咨询有限公司 | HMA/CC (Hot-Mix Asphalt)/(Cement Concrete) composite type pavement structure and constructing method thereof |
CN105178130A (en) * | 2015-08-27 | 2015-12-23 | 苏州同尚工程设计咨询有限公司 | Composite pavement structure for urban down-traversing pavement and construction method |
CN105239484A (en) * | 2015-09-24 | 2016-01-13 | 沈阳建筑大学 | Road surface structure suitable for heavy-duty traffic |
CN105735077A (en) * | 2016-03-10 | 2016-07-06 | 中建五局土木工程有限公司 | Continuous reinforced concrete pavement structure suitable for urban road |
CN105926388A (en) * | 2016-04-21 | 2016-09-07 | 长安大学 | Examination method for rationality of variability of continuously reinforced concrete |
CN106758646A (en) * | 2016-11-24 | 2017-05-31 | 杭州修路人科技股份有限公司 | One kind do not suspend under the conditions of asphalt pavement rut Treatment Methods |
CN106835876A (en) * | 2016-12-22 | 2017-06-13 | 江苏四通路桥工程有限公司 | Cement treated material construction technology and pavement structure |
CN108842521A (en) * | 2018-05-21 | 2018-11-20 | 西南交通大学 | The contact layer structure and its laying method of non-fragment orbit and surface layer of subgrade bed |
CN108951349A (en) * | 2018-07-23 | 2018-12-07 | 华新水泥股份有限公司 | A kind of pervious concrete structure and method for paving |
CN111979865A (en) * | 2020-07-29 | 2020-11-24 | 宁波市政工程建设集团股份有限公司 | Composite asphalt pavement construction method |
-
2009
- 2009-01-09 CN CN2009200628640U patent/CN201400841Y/en not_active Expired - Fee Related
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101985823A (en) * | 2010-10-26 | 2011-03-16 | 交通运输部公路科学研究所 | Sliding continuous reinforced concrete pavement, composite pavement and construction method thereof |
CN102051848A (en) * | 2010-12-16 | 2011-05-11 | 河南省新开元路桥工程咨询有限公司 | HMA/CC (Hot-Mix Asphalt)/(Cement Concrete) composite type pavement structure and constructing method thereof |
CN102051848B (en) * | 2010-12-16 | 2012-08-22 | 河南省新开元路桥工程咨询有限公司 | HMA/CC (Hot-Mix Asphalt)/(Cement Concrete) composite type pavement structure and constructing method thereof |
CN105178130A (en) * | 2015-08-27 | 2015-12-23 | 苏州同尚工程设计咨询有限公司 | Composite pavement structure for urban down-traversing pavement and construction method |
CN105239484A (en) * | 2015-09-24 | 2016-01-13 | 沈阳建筑大学 | Road surface structure suitable for heavy-duty traffic |
CN105735077B (en) * | 2016-03-10 | 2017-10-31 | 中建五局土木工程有限公司 | A kind of continuous reinforced concrete pavement structure suitable for urban road |
CN105735077A (en) * | 2016-03-10 | 2016-07-06 | 中建五局土木工程有限公司 | Continuous reinforced concrete pavement structure suitable for urban road |
CN105926388A (en) * | 2016-04-21 | 2016-09-07 | 长安大学 | Examination method for rationality of variability of continuously reinforced concrete |
CN106758646A (en) * | 2016-11-24 | 2017-05-31 | 杭州修路人科技股份有限公司 | One kind do not suspend under the conditions of asphalt pavement rut Treatment Methods |
CN106835876A (en) * | 2016-12-22 | 2017-06-13 | 江苏四通路桥工程有限公司 | Cement treated material construction technology and pavement structure |
CN106835876B (en) * | 2016-12-22 | 2018-11-09 | 江苏四通路桥工程有限公司 | Cement treated material construction technology and pavement structure |
CN108842521A (en) * | 2018-05-21 | 2018-11-20 | 西南交通大学 | The contact layer structure and its laying method of non-fragment orbit and surface layer of subgrade bed |
CN108951349A (en) * | 2018-07-23 | 2018-12-07 | 华新水泥股份有限公司 | A kind of pervious concrete structure and method for paving |
CN111979865A (en) * | 2020-07-29 | 2020-11-24 | 宁波市政工程建设集团股份有限公司 | Composite asphalt pavement construction method |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100210 Termination date: 20120109 |