CN202227220U - Drainage type asphalt concrete road surface - Google Patents

Drainage type asphalt concrete road surface Download PDF

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Publication number
CN202227220U
CN202227220U CN2011203358778U CN201120335877U CN202227220U CN 202227220 U CN202227220 U CN 202227220U CN 2011203358778 U CN2011203358778 U CN 2011203358778U CN 201120335877 U CN201120335877 U CN 201120335877U CN 202227220 U CN202227220 U CN 202227220U
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CN
China
Prior art keywords
type asphalt
asphalt concrete
layer
surface layer
road surface
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 - Lifetime
Application number
CN2011203358778U
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Chinese (zh)
Inventor
杨卫
黄华华
代彤
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.)
ZHONGSHE ENGINEERING CONSULTING (CHONGQING) Co.,Ltd.
Original Assignee
CHONGQING ZHONGSHE ENGINEERING DESIGN 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
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Priority to CN2011203358778U priority Critical patent/CN202227220U/en
Application granted granted Critical
Publication of CN202227220U publication Critical patent/CN202227220U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a drainage type asphalt concrete road surface, which comprises a base layer (1). A slurry seal layer (2) is covered on the base layer (1), a coarse grain type asphalt concrete lower surface layer (3) is covered on the slurry seal layer (2), and a medium grain type asphalt concrete medium surface layer (4) is covered on the coarse grain type asphalt concrete lower surface layer (3). The drainage type asphalt concrete road surface is characterized in that a waterproof bonding layer (5) is covered on the medium grain type asphalt concrete medium surface layer (4), and a multi-gap asphalt concrete upper surface layer (6) is covered on the waterproof bonding layer (5). The drainage type asphalt concrete road surface has the remarkable advantage of being capable of effectively improving road surface drainage effect.

Description

The drain type asphalt rigid pavement
Technical field
The utility model belongs to a kind of road structure, specifically, is a kind of drain type asphalt rigid pavement.
Background technology
Asphalt concrete pavement is mostly adopted on the modern urban road road surface; Its structure is as shown in Figure 1 from down to up, is followed successively by surface layer and the thick particulate formula of 4cm bituminous concrete upper layer in surface layer under basic unit, the thick slurry seal of 6mm~8mm, the thick coarse grain formula of the 7cm bituminous concrete, the thick middle grain formula bituminous concrete of 5cm.
Its shortcoming is: because the uppermost structure of road is a particulate formula dense-graded asphalt concrete upper layer, and particulate formula dense-graded asphalt concrete does not possess drain function, and the pavement of road drainage effect is poor, when rainwater is big, is easy to cause pavement of road ponding.
The utility model content
The purpose of the utility model provides a kind of drain type asphalt rigid pavement, can effectively improve the drainage effect of pavement of road.
For achieving the above object; The utility model road surface provides a kind of drainage asphalt concrete road surface, comprises basic unit, is coated with slurry seal above this basic unit; This is coated with surface layer under the coarse grain formula bituminous concrete above slurry seal; Surface layer in the grain formula bituminous concrete in being coated with above the surface layer under this coarse grain formula bituminous concrete, its key is: be coated with water-proof tack coat above the surface layer in the grain formula bituminous concrete in said, this is coated with many spaces bituminous concrete upper layer above water-proof tack coat.
Spray between said basic unit and the slurry seal priming oil is arranged.
Basic unit: mainly bear the effect of the wheel vertical force of surface layer transmission, and be diffused into the bed course and the soil matrix of below to it, basic unit also possibly receive surface layer infiltration and phreatic erosion.So need selection intensity higher, rigidity is bigger, and the material of enough water stabilities is arranged.
Slurry seal be for the confining surface space, prevent that moisture from invading and in basic unit making certain thickness bituminous mixture thin layer arranged.
Surface layer under the coarse grain formula bituminous concrete: bear the effect of the wheel vertical force of upper layer transmission, and be diffused into basic unit to it.
Surface layer in the middle grain formula bituminous concrete: bear the effect of the wheel vertical force of upper layer transmission, and be diffused into down surface layer and basic unit to it.
Under the coarse grain formula bituminous concrete in surface layer and the middle grain formula bituminous concrete surface layer be the interarea layer on road surface, be the major part that guarantees surface layer intensity.
Water-proof tack coat: get into surface layer in the road surface, following surface layer, basic unit and roadbed in order to prevent rainwater and road surface cleaning water, prevent that the road surface damage by water is bad, and play cementation, the material layer that strengthens pavement durability is set between road surface upper layer and middle surface layer.
Many spaces drain type asphalt concrete upper layer: adopt many spaces bituminous mixture to do the top layer; Rainfall is penetrated into the drain function layer; And through in the layer rainwater laterally being discharged; Thereby eliminated the road table moisture film that brings many driving detrimental effects, significantly improved rainy day traveling security, comfortableness.
Priming oil: be for asphalt surface course is combined well with non-bituminous material basic unit, spraying liquid petroleum bitumen, mulseal, coal tar pitch in basic unit and the thin layer that penetrates the substrate surface certain depth that forms.
The remarkable result of the utility model is: a kind of drain type asphalt rigid pavement is provided; Can rainfall be penetrated into many spaces drain type asphalt concrete upper layer; And through many spaces drain type asphalt concrete upper layer rainwater is laterally discharged, effectively improve the drainage effect of pavement of road.
Description of drawings
Fig. 1 is the road structure sketch map of existing road;
Fig. 2 is the structural representation of the utility model.
The specific embodiment
Below in conjunction with accompanying drawing with specifically the utility model is done further explain.
As shown in Figure 2; A kind of drainage asphalt concrete road surface comprises basic unit 1, is coated with slurry seal 2 above this basic unit 1; This is coated with surface layer 3 under the coarse grain formula bituminous concrete above slurry seal 2; Surface layer 4 in the grain formula bituminous concrete in being coated with above the surface layer 3 under this coarse grain formula bituminous concrete is coated with water-proof tack coat 5 in the said middle grain formula bituminous concrete above the surface layer 4, this is coated with many spaces bituminous concrete upper layer 6 above water-proof tack coat 5.
Spray between said basic unit 1 and the slurry seal 2 priming oil is arranged.
Said drain type asphalt concrete upper layer 6 is many spaces drain type asphalt concrete upper layer.

Claims (3)

1. drain type asphalt rigid pavement; Comprise basic unit (1); Be coated with slurry seal (2) above this basic unit (1); Be coated with surface layer (3) under the coarse grain formula bituminous concrete above this slurry seal (2); Surface layer (4) in the grain formula bituminous concrete in being coated with above the surface layer (3) under this coarse grain formula bituminous concrete is characterized in that: be coated with water-proof tack coat (5) above the surface layer (4) in the grain formula bituminous concrete in said, be coated with many spaces bituminous concrete upper layer (6) above this water-proof tack coat (5).
2. drain type asphalt according to claim 1 rigid pavement is characterized in that: spraying between said basic unit (1) and the slurry seal (2) has priming oil.
3. drain type asphalt according to claim 1 rigid pavement is characterized in that: said drain type asphalt concrete upper layer (6) is many spaces drain type asphalt concrete upper layer.
CN2011203358778U 2011-09-07 2011-09-07 Drainage type asphalt concrete road surface Expired - Lifetime CN202227220U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011203358778U CN202227220U (en) 2011-09-07 2011-09-07 Drainage type asphalt concrete road surface

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011203358778U CN202227220U (en) 2011-09-07 2011-09-07 Drainage type asphalt concrete road surface

Publications (1)

Publication Number Publication Date
CN202227220U true CN202227220U (en) 2012-05-23

Family

ID=46077813

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011203358778U Expired - Lifetime CN202227220U (en) 2011-09-07 2011-09-07 Drainage type asphalt concrete road surface

Country Status (1)

Country Link
CN (1) CN202227220U (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452515A (en) * 2014-11-13 2015-03-25 长安大学 Water proofing and draining combined type integrated draining system for pavement
CN105803888A (en) * 2016-04-18 2016-07-27 江苏中路工程技术研究院有限公司 Sponge type road paving structure
CN105862542A (en) * 2016-03-25 2016-08-17 东南大学 Small-particle size macroporous multilayer porous asphalt pavement structure
CN110820451A (en) * 2019-11-26 2020-02-21 李明欢 Highway structure
CN111155393A (en) * 2020-01-21 2020-05-15 中铁四局集团有限公司 Double-layer drainage asphalt concrete pavement laying construction method
CN111593629A (en) * 2020-05-21 2020-08-28 重庆交通大学 Anti-freezing asphalt pavement structure and construction method thereof
CN111648190A (en) * 2020-04-25 2020-09-11 河南省金德园林绿化工程有限公司 Asphalt concrete pavement and paving construction method thereof

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452515A (en) * 2014-11-13 2015-03-25 长安大学 Water proofing and draining combined type integrated draining system for pavement
CN105862542A (en) * 2016-03-25 2016-08-17 东南大学 Small-particle size macroporous multilayer porous asphalt pavement structure
CN105803888A (en) * 2016-04-18 2016-07-27 江苏中路工程技术研究院有限公司 Sponge type road paving structure
CN105803888B (en) * 2016-04-18 2018-04-20 江苏中路工程技术研究院有限公司 A kind of sponge-type road pavement structure
CN110820451A (en) * 2019-11-26 2020-02-21 李明欢 Highway structure
CN111155393A (en) * 2020-01-21 2020-05-15 中铁四局集团有限公司 Double-layer drainage asphalt concrete pavement laying construction method
CN111648190A (en) * 2020-04-25 2020-09-11 河南省金德园林绿化工程有限公司 Asphalt concrete pavement and paving construction method thereof
CN111593629A (en) * 2020-05-21 2020-08-28 重庆交通大学 Anti-freezing asphalt pavement structure and construction method thereof

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C14 Grant of patent or utility model
GR01 Patent grant
CP01 Change in the name or title of a patent holder

Address after: 400023 Chongqing Jiangbei District Wujiang Road No. 18 five industrial design center on the third floor

Patentee after: CHONGQING ZHONGSHE ENGINEERING DESIGN Co.,Ltd.

Address before: 400023 Chongqing Jiangbei District Wujiang Road No. 18 five industrial design center on the third floor

Patentee before: CHONGQING ZHONGSHE ENGINEERING DESIGN Co.,Ltd.

Address after: 400023 Chongqing Jiangbei District Wujiang Road No. 18 five industrial design center on the third floor

Patentee after: ZHONGSHE ENGINEERING CONSULTING (CHONGQING) Co.,Ltd.

Address before: 400023 Chongqing Jiangbei District Wujiang Road No. 18 five industrial design center on the third floor

Patentee before: CHONGQING ZHONGSHE ENGINEERING DESIGN Co.,Ltd.

CP01 Change in the name or title of a patent holder
DD01 Delivery of document by public notice

Addressee: Chen Wancai

Document name: Notice of conformity

DD01 Delivery of document by public notice
CX01 Expiry of patent term

Granted publication date: 20120523

CX01 Expiry of patent term