CN206090207U - Rural highway road surface structure of ride comfort - Google Patents

Rural highway road surface structure of ride comfort Download PDF

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Publication number
CN206090207U
CN206090207U CN201620465255.XU CN201620465255U CN206090207U CN 206090207 U CN206090207 U CN 206090207U CN 201620465255 U CN201620465255 U CN 201620465255U CN 206090207 U CN206090207 U CN 206090207U
Authority
CN
China
Prior art keywords
ride comfort
cement concrete
rural highway
road surface
rural
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
CN201620465255.XU
Other languages
Chinese (zh)
Inventor
王慧
刘少文
沈佳
彭刚
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.)
Shanxi Province Transport Science Research Institute
Shanxi Jiaoke Highway Survey and Design Institute
Original Assignee
Shanxi Province Transport Science Research Institute
Shanxi Jiaoke Highway Survey and Design Institute
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 Shanxi Province Transport Science Research Institute, Shanxi Jiaoke Highway Survey and Design Institute filed Critical Shanxi Province Transport Science Research Institute
Priority to CN201620465255.XU priority Critical patent/CN206090207U/en
Application granted granted Critical
Publication of CN206090207U publication Critical patent/CN206090207U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model belongs to the technical field of road engineering, a rural highway road surface structure of ride comfort is related to, lay extremely thin wearing and tearing layer and rectangular cement concrete plate on pavement base in proper order including top -down, extremely approach between wearing and tearing layer and the rectangular cement concrete plate and all laid the tie coat between rectangular cement concrete plate and the pavement base, extremely thin wearing and tearing layer adopts the synchronous surface dressing construction to form by SBS modified asphalt and rubble. The utility model provides a rural highway road surface structure of ride comfort, this road surface structure can adapt to the rural highway traffic load characteristics, can improve rural highway's ride comfort nature moreover, reduces the rural highway whole life cycle cost.

Description

A kind of rural road pavement structure of ride comfort
Technical field
This utility model belongs to road engineering technical field, is related to a kind of pavement structure, more particularly to a kind of ride comfort Rural road pavement structure.
Background technology
With the development that highway in China is built, Country Road Construction is increasingly paid attention to by country and local government, such as What further improves rural road pavement performance progressively becomes the problem of each side's concern.Due to Country Road Construction face all the time Face the deficient problem of investment, often using the cement pavement that cost is relatively low, such as " cement concrete slab of 20cm+semi-rigid base The version of layer ", as the driving comfort of cement pavement is poor, largely have impact on Public Traveling experience.
Utility model content
The purpose of this utility model is to provide a kind of rural road pavement structure of ride comfort, and the pavement structure can be fitted Answer rural highway traffic loading feature, and the driving comfort of rural highway can be improved, reduce week rural highway life-cycle Current cost.
For achieving the above object, this utility model is adopted the following technical scheme that:
A kind of rural road pavement structure of ride comfort, it is characterised in that:The rural road pavement of the ride comfort Structure includes very thin wearing course and the cement concrete slab being laid on successively on sub-surface from top to bottom;The very thin abrasion Tack coat is equipped between layer and cement concrete slab and between cement concrete slab and sub-surface;The very thin abrasion Layer is formed using synchronous surface dressing construction by SBS modified pitch and rubble.
Preferably, the thickness of the very thin wearing course of this utility model employing is not more than 15mm.
Preferably, the thickness of the cement concrete slab of this utility model employing is not more than 18cm.
Preferably, the sub-surface that this utility model is adopted is cement stabilized macadam base or lime stabilization rubble base Layer, the thickness of the sub-surface is 150~200mm.
Preferably, the tack coat that this utility model is adopted is modified emulsifying asphalt tack coat;The spreading of the tack coat Measure as 0.3~0.6L/m2
This utility model compared with the prior art, with advantages below and beneficial effect:
This utility model provides a kind of rural road pavement structure of ride comfort, including being laid on successively from top to bottom Very thin wearing course and cement concrete slab on sub-surface;Between very thin wearing course and cement concrete slab and cement is mixed Tack coat is equipped between concrete board and sub-surface;Very thin wearing course is using synchronous by SBS modified pitch and rubble Crushed stone sealing construction is formed.The very thin wearing course adopted by this utility model, with good driving comfort and antiskid safety Performance, due to thinner thickness, cost is relatively low.The cement concrete for being adopted is the important supporting course on whole road surface.Meanwhile, road Connected with modified emulsifying asphalt tack coat between each layer in face, it is ensured that interlayer is continuous so that pavement structure is carried as an entirety For enough bearing capacitys.Prevent and treat simultaneously and ooze under moisture, it is ensured that road surface water stabilizing.
Description of the drawings
Fig. 1 is the structural representation of pavement structure provided by the utility model;
Wherein:
The very thin wearing courses of 1-;2- tack coats;3- cement concrete slabs;4- sub-surfaces.
Specific embodiment
This utility model is further described in conjunction with drawings and Examples, but this utility model is not limited only to down The embodiment stated.
Referring to Fig. 1, this utility model provides a kind of rural road pavement structure of ride comfort, including from top to bottom according to The secondary very thin wearing course 1 being laid on sub-surface 4 and cement concrete slab 3;Very thin wearing course 1 and cement concrete slab 3 Between and cement concrete slab 3 and sub-surface 4 between be equipped with tack coat 2;Very thin wearing course 1 is by the modified drips of SBS Blue or green and rubble is formed using synchronous surface dressing construction.
Wherein, the thickness of very thin wearing course 1 is not more than 15mm;The thickness of cement concrete slab 3 is not more than 18cm;Road surface base Layer 4 is cement stabilized macadam base or lime stabilization crushed rock base course, and the thickness of sub-surface 4 is 150~200mm.Tack coat 2 is Modified emulsifying asphalt tack coat;The spreading amount of tack coat 2 is 0.3~0.6L/m2

Claims (4)

1. the rural road pavement structure of a kind of ride comfort, it is characterised in that:The rural road pavement knot of the ride comfort Structure includes very thin wearing course and the cement concrete slab being laid on successively on sub-surface from top to bottom;The very thin wearing course Tack coat is equipped between cement concrete slab and between cement concrete slab and sub-surface;The very thin wearing course It is to be formed using synchronous surface dressing construction by SBS modified pitch and rubble;The thickness of the cement concrete slab is not more than 18cm。
2. the rural road pavement structure of ride comfort according to claim 1, it is characterised in that:The very thin wearing course Thickness be not more than 15mm.
3. the rural road pavement structure of ride comfort according to claim 1 and 2, it is characterised in that:The road surface base Layer is cement stabilized macadam base or lime stabilization crushed rock base course, and the thickness of the sub-surface is 150 ~ 200mm.
4. the rural road pavement structure of ride comfort according to claim 3, it is characterised in that:The tack coat is to change Property emulsified asphalt tack coat;The spreading amount of the tack coat is 0.3 ~ 0.6L/m2
CN201620465255.XU 2016-05-19 2016-05-19 Rural highway road surface structure of ride comfort Expired - Fee Related CN206090207U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620465255.XU CN206090207U (en) 2016-05-19 2016-05-19 Rural highway road surface structure of ride comfort

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620465255.XU CN206090207U (en) 2016-05-19 2016-05-19 Rural highway road surface structure of ride comfort

Publications (1)

Publication Number Publication Date
CN206090207U true CN206090207U (en) 2017-04-12

Family

ID=58470830

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620465255.XU Expired - Fee Related CN206090207U (en) 2016-05-19 2016-05-19 Rural highway road surface structure of ride comfort

Country Status (1)

Country Link
CN (1) CN206090207U (en)

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170412

Termination date: 20190519