CN202152436U - Waterproof and stress reflection-prevention pitch road - Google Patents

Waterproof and stress reflection-prevention pitch road Download PDF

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Publication number
CN202152436U
CN202152436U CN2011202386361U CN201120238636U CN202152436U CN 202152436 U CN202152436 U CN 202152436U CN 2011202386361 U CN2011202386361 U CN 2011202386361U CN 201120238636 U CN201120238636 U CN 201120238636U CN 202152436 U CN202152436 U CN 202152436U
Authority
CN
China
Prior art keywords
asphalt
waterproof
stress
layer
road
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.)
Expired - Fee Related
Application number
CN2011202386361U
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Chinese (zh)
Inventor
吕晶
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.)
SICHUAN XINCON ROAD INDUSTRY DEVELOPMENT Co Ltd
Original Assignee
SICHUAN XINCON ROAD INDUSTRY DEVELOPMENT Co Ltd
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 SICHUAN XINCON ROAD INDUSTRY DEVELOPMENT Co Ltd filed Critical SICHUAN XINCON ROAD INDUSTRY DEVELOPMENT Co Ltd
Priority to CN2011202386361U priority Critical patent/CN202152436U/en
Application granted granted Critical
Publication of CN202152436U publication Critical patent/CN202152436U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a waterproof and stress-prevention pitch road, and relates to a road structure. The waterproof and stress reflection pitch road comprises a base layer, a pitch surface layer and a rubber pitch stress absorbing layer arranged between the base layer and the pitch surface layer. The waterproof and stress reflection-prevention pitch road can resist water and stress reflection.

Description

The asphalt roads of a kind of waterproof, anti-stress reflexion
Technical field
The utility model relates to a kind of road structure, relates in particular to a kind of asphalt roads.
Background technology
Existing asphalt roads is at present at semi-rigid type base or above the cement concrete pavement, directly the making flexible pavement.Risk below present asphalt roads exists:
1, the crack of semi-rigid type base or cement concrete pavement is easy to reflex to the asphalt road surface;
2, can not waterproof: the water on top layer, asphalt road surface be easy to accelerate the damage on roadbed, road surface the deck below the crack of reflection is penetrated into.
The utility model content
The purpose of the utility model is the defective to prior art, proposes the asphalt roads of a kind of waterproof, anti-stress reflexion.
The purpose of the utility model realizes through following technical proposals: the asphalt roads of a kind of waterproof, anti-stress reflexion, comprise basic unit and asphalt surface course, and also comprise the stress absorbing layer of being located between basic unit and the asphalt surface course.
As optimal way, said stress absorbing layer is the rubber asphalt layer.As optimal way, stress absorbing layer also comprises the macadam on the bonding surface of being located at rubber asphalt layer and asphalt surface course.
The beneficial effect of the utility model: the rubber asphalt layer is at the high viscoelastic soft interlayer that forms between asphalt surface course and the basic unit about thickness lcm; Further pass through the interlock action of the macadam on the bonding surface again; Surface layer and basic unit's connection are become integral body; The strain that causes the displacement of place, crack basic unit is dissipated in the interlayer scope, effectively alleviates the stress concentration phenomenon of asphalt surface course bottom surface, basic crack place, plays the effect of containment basic crack to the surface layer expansion; The viscoelastic soft interlayer of this floor height has been filled the slit of surface layer and basic unit, prevents to ooze under the moisture, plays the effect of seal; Simultaneously high viscoelastic soft interlayer can make the firm absorption of surface layer be bonded in the basic unit, makes road structure form unified integral body, plays a role jointly; When the rubber asphalt stress absorbing layer combined with the rubber asphalt surface layer to lay, further the laying depth of attenuate rubber asphalt surface layer was practiced thrift construction cost.
Description of drawings
Fig. 1 is the sectional view of the utility model embodiment one;
Fig. 2 is the sectional view of the utility model embodiment two;
Among the figure, 1 is basic unit, and 2 is asphalt surface course, and 3 is the rubber asphalt layer, and 4 is macadam.
The specific embodiment
Below in conjunction with specific embodiment and accompanying drawing the utility model is further described.
Embodiment one:As shown in Figure 1, the asphalt roads of a kind of waterproof, anti-stress reflexion comprises basic unit 1 and asphalt surface course 2, also comprises the stress absorbing layer of being located between basic unit 1 and the asphalt surface course 2, and said stress absorbing layer is a rubber asphalt layer 3.
Embodiment two:As shown in Figure 2, except that the basic structure of embodiment one, also comprise the macadam 4 on the bonding surface of being located at rubber asphalt layer 3 and asphalt surface course 1.
The above is merely the preferred embodiment of the utility model; Not in order to restriction the utility model; Any modification of being done within all spirit and principles at the utility model, be equal to replacement and improvement etc., all should be included within the protection domain of the utility model.

Claims (3)

1. the asphalt roads of a waterproof, anti-stress reflexion comprises basic unit and asphalt surface course, it is characterized in that: also comprise the stress absorbing layer of being located between basic unit and the asphalt surface course.
2. the asphalt roads of waterproof as claimed in claim 1, anti-stress reflexion, it is characterized in that: said stress absorbing layer is the rubber asphalt layer.
3. the asphalt roads of waterproof as claimed in claim 2, anti-stress reflexion, it is characterized in that: stress absorbing layer also comprises the macadam on the bonding surface of being located at rubber asphalt layer and asphalt surface course.
CN2011202386361U 2011-07-08 2011-07-08 Waterproof and stress reflection-prevention pitch road Expired - Fee Related CN202152436U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011202386361U CN202152436U (en) 2011-07-08 2011-07-08 Waterproof and stress reflection-prevention pitch road

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011202386361U CN202152436U (en) 2011-07-08 2011-07-08 Waterproof and stress reflection-prevention pitch road

Publications (1)

Publication Number Publication Date
CN202152436U true CN202152436U (en) 2012-02-29

Family

ID=45692938

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011202386361U Expired - Fee Related CN202152436U (en) 2011-07-08 2011-07-08 Waterproof and stress reflection-prevention pitch road

Country Status (1)

Country Link
CN (1) CN202152436U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102677568A (en) * 2012-04-28 2012-09-19 邢台路桥建设总公司 Method for reasonably controlling thickness of stress absorbing layer of pavement in area
CN105544337A (en) * 2015-12-21 2016-05-04 邱杨清 Road construction method
CN105970761A (en) * 2016-06-17 2016-09-28 江苏天诺道路材料科技有限公司 One-time pavement type heavy traffic pitch road surface structure and construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102677568A (en) * 2012-04-28 2012-09-19 邢台路桥建设总公司 Method for reasonably controlling thickness of stress absorbing layer of pavement in area
CN102677568B (en) * 2012-04-28 2014-05-21 邢台路桥建设总公司 Method for reasonably controlling thickness of stress absorbing layer of pavement in area
CN105544337A (en) * 2015-12-21 2016-05-04 邱杨清 Road construction method
CN105970761A (en) * 2016-06-17 2016-09-28 江苏天诺道路材料科技有限公司 One-time pavement type heavy traffic pitch road surface structure and construction method

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120229

Termination date: 20170708