[go: up one dir, main page]

CN201214746Y - Composite pavement - Google Patents

Composite pavement Download PDF

Info

Publication number
CN201214746Y
CN201214746Y CNU2008200372860U CN200820037286U CN201214746Y CN 201214746 Y CN201214746 Y CN 201214746Y CN U2008200372860 U CNU2008200372860 U CN U2008200372860U CN 200820037286 U CN200820037286 U CN 200820037286U CN 201214746 Y CN201214746 Y CN 201214746Y
Authority
CN
China
Prior art keywords
cement concrete
pavement
layer
modified asphalt
thick
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
CNU2008200372860U
Other languages
Chinese (zh)
Inventor
丁建新
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.)
Nantong Xinjian Municipal Engineering Co Ltd
Original Assignee
Nantong Xinjian Municipal Engineering 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 Nantong Xinjian Municipal Engineering Co Ltd filed Critical Nantong Xinjian Municipal Engineering Co Ltd
Priority to CNU2008200372860U priority Critical patent/CN201214746Y/en
Application granted granted Critical
Publication of CN201214746Y publication Critical patent/CN201214746Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Road Paving Structures (AREA)

Abstract

The utility model discloses a combined pavement, which comprises a roller compacted cement concrete substratum 20 to 30cm thick, a modified asphalt layer 4 to 5cm thick arranged on the roller compacted cement concrete substratum, an asphalt mixture surface layer 5 to 8cm thick arranged on the modified asphalt layer. The combined pavement is reasonable in structure with high serviceability; the service life of the pavement is long.

Description

复合式路面 Composite pavement

技术领域: Technical field:

本实用新型涉及一种路面。The utility model relates to a road surface.

背景技术: Background technique:

现有的隧道路面一般为单层的水泥砼路面,在强度、抗滑性耐磨性等方面存在欠缺。The existing tunnel pavement is generally a single-layer cement concrete pavement, which is deficient in strength, skid resistance and wear resistance.

发明内容: Invention content:

本实用新型的目的在于提供一种结构合理,使用性能好的复合式路面。The purpose of the utility model is to provide a composite pavement with reasonable structure and good performance.

本实用新型的技术解决方案是:The technical solution of the utility model is:

一种复合式路面,其特征是:包括20~30cm厚的碾压水泥砼基层,碾压水泥砼基层上设置4~5cm改性沥青层,改性沥青层上设置5~8cm沥青混合料面层。A compound pavement, characterized in that it includes a 20-30 cm thick roller compacted cement concrete base, a 4-5 cm modified asphalt layer is arranged on the rolled cement concrete base, and a 5-8 cm asphalt mixture surface is arranged on the modified asphalt layer layer.

碾压水泥砼基层下设置找平层。Set leveling layer under the roller compacted cement concrete base.

本实用新型结构合理,路面工作性能好,使用寿命长。The utility model has the advantages of reasonable structure, good road performance and long service life.

附图说明: Description of drawings:

下面结合附图和实施例对本实用新型作进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.

图1是本实用新型一个实施例的结构示图。Fig. 1 is a structural diagram of an embodiment of the utility model.

具体实施方式: Detailed ways:

一种复合式路面,包括20~30cm厚的碾压水泥砼基层2,碾压水泥砼基层下设置找平层1,碾压水泥砼基层上设置4~5cm改性沥青层3,改性沥青层上设置5~8cm沥青混合料面层4。A composite pavement, comprising a 20-30 cm thick rolled cement concrete base 2, a leveling layer 1 arranged under the rolled cement concrete base, a 4-5 cm modified asphalt layer 3 arranged on the rolled cement concrete base, and the modified asphalt layer A 5-8cm asphalt mixture surface layer 4 is set on it.

Claims (2)

1, a kind of composite pavement is characterized in that: comprise 20~30cm thick roll cement concrete basic unit, roll 4~5cm modified asphalt layer be set in the cement concrete basic unit, 5~8cm asphaltic road-mix surface course is set on the modified asphalt layer.
2, composite pavement according to claim 1 is characterized in that: roll under the cement concrete basic unit leveling layer is set.
CNU2008200372860U 2008-06-04 2008-06-04 Composite pavement Expired - Fee Related CN201214746Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008200372860U CN201214746Y (en) 2008-06-04 2008-06-04 Composite pavement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008200372860U CN201214746Y (en) 2008-06-04 2008-06-04 Composite pavement

Publications (1)

Publication Number Publication Date
CN201214746Y true CN201214746Y (en) 2009-04-01

Family

ID=40519953

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008200372860U Expired - Fee Related CN201214746Y (en) 2008-06-04 2008-06-04 Composite pavement

Country Status (1)

Country Link
CN (1) CN201214746Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101864717A (en) * 2010-06-29 2010-10-20 广州大学 A kind of semi-flexible substrate material and its preparation method
CN102304885A (en) * 2010-12-02 2012-01-04 杨光原 Rigid-flexible composite structural pavement and cast-in-place method and prefabricating method for manufacturing rigid-flexible composite structural pavement
CN107540315A (en) * 2017-10-20 2018-01-05 韩为国 A kind of municipal construction road surface formula and preparation method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101864717A (en) * 2010-06-29 2010-10-20 广州大学 A kind of semi-flexible substrate material and its preparation method
CN102304885A (en) * 2010-12-02 2012-01-04 杨光原 Rigid-flexible composite structural pavement and cast-in-place method and prefabricating method for manufacturing rigid-flexible composite structural pavement
CN102304885B (en) * 2010-12-02 2015-06-03 杨光原 Rigid-flexible composite structural pavement and cast-in-place method and prefabricating method for manufacturing rigid-flexible composite structural pavement
CN107540315A (en) * 2017-10-20 2018-01-05 韩为国 A kind of municipal construction road surface formula and preparation method thereof

Similar Documents

Publication Publication Date Title
CN201400841Y (en) A Continuously Reinforced Concrete Composite Asphalt Pavement Structure
CN204343128U (en) A kind of permanent seal cooling cement bridge floor thin layer paving structure
CN201214746Y (en) Composite pavement
CN206707150U (en) Underground garage ramp
CN204417949U (en) Regeneration concrete water-permeable brick
CN201214740Y (en) Composite tunnel pavement
CN201214744Y (en) Novel highway pavement
CN202247584U (en) Novel asphalt pavement
CN201214745Y (en) New Composite Pavement
CN101244901B (en) Bituminous sand and water-proof leveling coupling layer containing the bituminous sand
CN201214739Y (en) New Composite Tunnel Pavement
CN203440725U (en) Asphalt layer covered composite pavement structure adopting porous modified cement concrete
CN201214741Y (en) new tunnel pavement
CN102322010B (en) Road surface porous resin seal layer and construction method thereof
CN203188083U (en) Anti-sliding tunnel pavement
CN201214742Y (en) tunnel pavement
CN206553853U (en) Filled-up ground on a kind of subway line
CN103774525B (en) A kind of long-life city slabstone view road pavement structure
CN204644818U (en) A kind of bridge and pavement transition linkage segment structure
CN204551168U (en) Asphalt pavement regeneration half flexibly jointed chain Rotating fields
CN202787012U (en) Red brick pavement
CN210368479U (en) Semi-rigid supporting structure for road
CN203411877U (en) Novel pavement
CN203188483U (en) Roof with floor tiles
CN201214743Y (en) new road surface

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: 20090401

Termination date: 20150604

EXPY Termination of patent right or utility model