CN108342940A - A kind of bus stop station pavement structure - Google Patents
A kind of bus stop station pavement structure Download PDFInfo
- Publication number
- CN108342940A CN108342940A CN201810300333.4A CN201810300333A CN108342940A CN 108342940 A CN108342940 A CN 108342940A CN 201810300333 A CN201810300333 A CN 201810300333A CN 108342940 A CN108342940 A CN 108342940A
- Authority
- CN
- China
- Prior art keywords
- road surface
- parking
- cement layer
- bus stop
- mixing
- 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.)
- Granted
Links
- 239000004568 cement Substances 0.000 claims abstract description 32
- 239000004567 concrete Substances 0.000 claims abstract description 7
- 239000000463 material Substances 0.000 claims abstract description 6
- 239000010426 asphalt Substances 0.000 claims abstract description 5
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 7
- 229910052799 carbon Inorganic materials 0.000 claims description 7
- 239000000428 dust Substances 0.000 claims description 7
- 230000008901 benefit Effects 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 5
- 230000006872 improvement Effects 0.000 description 6
- 230000008859 change Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/16—Reinforcements
- E01C11/18—Reinforcements for cement concrete pavings
- E01C11/185—Reinforcements for cement concrete pavings the reinforcements extending up to the surface, e.g. anti-slip gratings
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of bus stop station pavement structures, including roadbed, roadbed is equipped with one section of parking road surface and two sections of mixing road surfaces, two sections of mixing road surfaces are respectively at the head and the tail both ends on parking road surface, the height on two mixing road surfaces are concordantly stopped road surface, two mixing road surfaces include cement layer and bitumen layer, parking road surface and each cement layer are armored concrete material, it stops and is equipped with connection net between road surface and each cement layer, each cement layer is higher than the side far from parking road surface close to the side on parking road surface.The position for starting and stopping using parking road surface as bus, parking road surface Rut resistance characteristic and temperature stability is utilized, road surface is mixed as driving road surface, remains the high-comfort advantage of bituminous paving, improved bus parking service life of road surface is long, performance is stable, driving is comfortable.The invention is used for road construction construction applications.
Description
Technical field
The present invention relates to road construction construction applications, more particularly to a kind of bus stop station pavement structure.
Background technology
The advantages of cement pavement is intensity height, long lifespan.But, most of road surface uses bituminous paving in urban road,
Conventional way is that a road completely uses same pavement structure form.Because bituminous paving has the following advantages：Pitch
Material compressibility is big, can buffer the vertical vibrations of vehicle, has higher comfort；It is such not necessarily like cement pavement, be
Increase antiskid performance, in road surface cutting；It is such not necessarily like cement pavement, in order to provide the space stretched for material,
Expansion joint is set.Compared to cement pavement, although bituminous paving service life is relatively short, maintenance time is short, when repair
It is smaller to the interference of traffic.
Motor vehicle on urban road road divides from function is used, and can substantially be divided into runway and bus stop, wherein public
It hands over bus stop just to use bituminous paving always, and there is earlier period damage problem；Because the vehicle of bus stop need to brake and
Start, bituminous paving discontinuity and concentrated force.Specifically, it brakes and startup all can generate bigger pressure and drawing is answered
Deformation vertically downwards occurs in the case where repeating larger pressure effect, tires out for power, the bituminous paving below bus parking station location wheel
Product, which is got up, just forms track；Transverse crack occurs under larger action of pulling stress, water is entered by crack inside pavement structure,
During traffic load pressure applies and disappears, flowing pressure is formed, the pitch being adhered on rubble is removed, is damaged
It is bad.Here it is the forming processes of the breaking of pitch surface in early stage of bus stop.On the whole, the earlier period damage of bus stop is main
It is the damage out of shape such as track, passage.
Invention content
The purpose of the present invention is to provide a kind of new bus stop station pavement structures, make full use of cement pavement and drip
The advantages of green road surface, avoids earlier period damage.
The technical solution used in the present invention is：
A kind of bus stop station pavement structure, including roadbed, roadbed are equipped with one section of parking road surface and two sections of mixing roads
Face, two sections of mixing road surfaces are respectively at the head and the tail both ends on parking road surface, and the height on two mixing road surfaces are concordantly stopped road surface, two mixing
Road surface includes the cement layer in downside and the bitumen layer in upside, and parking road surface and each cement layer are armored concrete
Material, stops and is equipped with connection net between road surface and each cement layer, and each cement layer is higher than close to the side on parking road surface far from parking
The side on road surface.
As the improvement of said program, each cement layer is ramped shaped.
As the improvement of said program, each cement layer is ladder-like.
As the improvement of said program, connection net includes the spiral of several parallelly distribute ons, and part, which connects net and is in, stops
In bus or train route face, part connects net and is in cement layer.
As the improvement of said program, parking road surface is divided into the upper and lower, contains carbon dust in the parking road surface on upper layer.
As the improvement of said program, part connects net and is between the upper and lower on parking road surface.
As the improvement of said program, the length on road surface of stopping is 400~600cm, and the length on two mixing road surfaces is all higher than
The length of 300cm, each spiral are 70cm, 25@40 of model φ of each spiral.
Beneficial effects of the present invention：This bus stop station pavement structure as bus starts parking road surface and stop
Position, parking road surface Rut resistance characteristic and temperature stability is utilized, mixing road surface remains asphalt road as driving road surface
The high-comfort advantage in face, improved bus parking service life of road surface is long, performance is stable, driving is comfortable；Connecting net can be with
The bonding strength for increasing parking road surface and mixing road surface avoids the two from detaching；And cement layer from close to parking road surface one end by
Gradual change is thin, will not be shaken because of pavement structure suddenly change when bus is gradually driven out to bus station.
Description of the drawings
The invention will be further described below in conjunction with the accompanying drawings：
Fig. 1 is the cross-section diagram of bus stop station pavement structure；
Fig. 2 is the vertical view of bus stop station pavement structure.
Specific implementation mode
Referring to Fig.1, the present invention is a kind of bus stop station pavement structure, including roadbed 1, roadbed 1 stop equipped with one section
Bus or train route face 2 and two sections of mixing road surfaces 3, two sections of mixing road surfaces 3 are respectively at the head and the tail both ends on parking road surface 2.Two mixing road surfaces 3
The concordant parking road surface 2 of height, it is ensured that evenness of road surface.Two mixing road surfaces 3 include being in the cement layer 5 of downside and in upside
Bitumen layer 4, in the present embodiment, parking road surface 2 is identical with material with the structure of cement layer 5, is molded by C30 concretings,
For armored concrete.Parking road surface 2 and the thickness for mixing road surface 3 are standard thickness.This bus stop station pavement structure handle stops
The position that bus or train route face 2 starts and stops as bus, is utilized parking 2 Rut resistance characteristic of road surface and temperature stability, will not
Track is easy tod produce as traditional bituminous paving；Road surface 3 is mixed as driving road surface, it is high-comfort to remain bituminous paving
The advantages of, improved bus parking service life of road surface is long, performance is stable, driving is comfortable.Unilateral side is only depicted in attached drawing 1
Parking road surface 2 and mixing road surface 3, should not be construed as the technology limiting to this programme.This composite structure may be also used in vehicle
Larger occasion of load-carrying, such as factories and mines road, the interim sidewalk of construction etc..
It stops and is equipped with connection net 6 between road surface 2 and each cement layer 5, parking road surface 2 can be increased and the company that mixes road surface 3
Intensity is connect, the two is avoided to detach.Each cement layer 5 is higher than the side far from parking road surface 2 close to the side on parking road surface 2, there is two
Kind embodiment, one of which are that cement layer 5 is ramped shaped, and another kind is that cement layer 5 is ladder-like, after being used in the present embodiment
Person；Cement layer 5 is gradually thinning from one end close to parking road surface 2, and bus will not be because of pavement structure when being gradually driven out to bus station
Suddenly change and shake.
With reference to Fig. 2, as preferred embodiment, connection net 6 includes the spiral of several parallelly distribute ons, adjacent two spiral shell
The spacing of line reinforcing bar is 40cm, and part connects net 6 and is in parking road surface 2, and part connects net 6 and is in cement layer 5.
To solve the problems, such as that concrete and pitch color are skimble-scamble, as preferred embodiment, it is upper that parking road surface 2, which is divided,
Carbon dust is contained in the parking road surface 2 on upper layer in layer and lower layer.Because bus stop station is a component part in road, when
After bus stop station uses reinforced concrete pavement, the white of concrete and the black of pitch form larger contrast, unfavorable
In road landscape.After stating scheme on the implementation, the black of carbon dust makes darkening for concrete, can control the ratio of carbon dust
Example, until the appearance of the black close to pitch, final road surface has better uniformity.Normally, carbon dust ratio is not low
In 0.4%；And parking road surface 2 is divided for after upper layer and lower layer, on this basis, moreover it is possible to avoid the excessive use of carbon dust, save at
This.
Since parking road surface 2 is divided for upper layer and lower layer, part connects net 6 and is between the upper and lower on parking road surface 2.
Normally, bilevel thickness is identical.
In the present embodiment, the length on parking road surface 2 is 400~600cm, and the length on two mixing road surfaces 3 is all higher than 300cm,
The length of each spiral is 70cm, 25@40 of model φ of each spiral.
Certainly, the design creation is not limited to the above embodiment, and the combination of the various embodiments described above different characteristic also may be used
To reach good effect.Those skilled in the art can also make equivalent change under the premise of without prejudice to spirit of that invention
Shape or replacement, these equivalent modifications or replacement are all contained in the application claim limited range.
Claims (7)
1. a kind of bus stop station pavement structure, including roadbed (1), it is characterised in that：The roadbed (1) is stopped equipped with one section
Bus or train route face (2) and two sections of mixing road surface (3), two sections of mixing road surface (3) are respectively at the head and the tail both ends of parking road surface (2), two institutes
The height for stating mixing road surface (3) is concordantly stopped road surface (2), and two mixing road surface (3) include the cement layer (5) in downside
With the bitumen layer (4) in upside, the parking road surface (2) and each cement layer (5) are armored concrete material, the parking
Connection net (6) is equipped between road surface (2) and each cement layer (5), each cement layer (5) is high close to the side of parking road surface (2)
In the side far from parking road surface (2).
2. bus stop station pavement structure according to claim 1, it is characterised in that：Each cement layer (5) is oblique
Ramp shaped.
3. bus stop station pavement structure according to claim 1, it is characterised in that：Each cement layer (5) is rank
Scalariform.
4. bus stop station pavement structure described in any one of claim 1 to 3, it is characterised in that：The connection
Net (6) includes the spiral of several parallelly distribute ons, and the part connection net (6) is in parking road surface (2), the part company
Net (6) is connect to be in cement layer (5).
5. bus stop station pavement structure according to claim 4, it is characterised in that：The parking road surface (2) is divided into
The upper and lower, the parking road surface (2) on upper layer is interior to contain carbon dust.
6. bus stop station pavement structure according to claim 5, it is characterised in that：At the connection net (6) of part
Between the upper and lower of parking road surface (2).
7. bus stop station pavement structure according to claim 4, it is characterised in that：The length of parking road surface (2)
Degree is 400~600cm, and the equal length of two mixing road surface (3) is more than 300cm, and the length of each spiral is 70cm, respectively
25@40 of model φ of the spiral.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810300333.4A CN108342940B (en) | 2018-04-04 | 2018-04-04 | Bus stop road surface structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810300333.4A CN108342940B (en) | 2018-04-04 | 2018-04-04 | Bus stop road surface structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108342940A true CN108342940A (en) | 2018-07-31 |
| CN108342940B CN108342940B (en) | 2024-04-23 |
Family
ID=62957234
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810300333.4A Active CN108342940B (en) | 2018-04-04 | 2018-04-04 | Bus stop road surface structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108342940B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110846970A (en) * | 2019-11-20 | 2020-02-28 | 中国水利水电第四工程局有限公司 | Roller compacted concrete and turn-around road structure prepared from same |
| CN111335106A (en) * | 2020-03-25 | 2020-06-26 | 广东荣潮拓展建设有限公司 | Construction method of asphalt concrete pavement |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110061709A (en) * | 2009-12-02 | 2011-06-10 | 주식회사 도화엔지니어링 | Repair meyhod for asphalt pavement structure |
| CN203684025U (en) * | 2014-01-10 | 2014-07-02 | 长安大学 | Separate road |
| CN206503047U (en) * | 2016-09-08 | 2017-09-19 | 上海市城市建设设计研究总院（集团）有限公司 | The road paving structure mated formation suitable for public transportation lane |
| CN206529665U (en) * | 2017-02-10 | 2017-09-29 | 武汉市市政建设集团有限公司 | A kind of composite road surface structure of suitable urban public transportation lane |
| CN206858983U (en) * | 2017-05-17 | 2018-01-09 | 武汉市市政建设集团有限公司 | A kind of low noise colour half-flexible pavement structure applied to dedicated bus lanes |
| CN208219331U (en) * | 2018-04-04 | 2018-12-11 | 广州市市政工程设计研究总院 | A kind of bus stop station pavement structure |
-
2018
- 2018-04-04 CN CN201810300333.4A patent/CN108342940B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110061709A (en) * | 2009-12-02 | 2011-06-10 | 주식회사 도화엔지니어링 | Repair meyhod for asphalt pavement structure |
| CN203684025U (en) * | 2014-01-10 | 2014-07-02 | 长安大学 | Separate road |
| CN206503047U (en) * | 2016-09-08 | 2017-09-19 | 上海市城市建设设计研究总院（集团）有限公司 | The road paving structure mated formation suitable for public transportation lane |
| CN206529665U (en) * | 2017-02-10 | 2017-09-29 | 武汉市市政建设集团有限公司 | A kind of composite road surface structure of suitable urban public transportation lane |
| CN206858983U (en) * | 2017-05-17 | 2018-01-09 | 武汉市市政建设集团有限公司 | A kind of low noise colour half-flexible pavement structure applied to dedicated bus lanes |
| CN208219331U (en) * | 2018-04-04 | 2018-12-11 | 广州市市政工程设计研究总院 | A kind of bus stop station pavement structure |
Non-Patent Citations (1)
| Title |
|---|
| 徐循初: "《城市道路与交通规划（上册）》", 中国建筑工业出版社, pages: 241 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110846970A (en) * | 2019-11-20 | 2020-02-28 | 中国水利水电第四工程局有限公司 | Roller compacted concrete and turn-around road structure prepared from same |
| CN111335106A (en) * | 2020-03-25 | 2020-06-26 | 广东荣潮拓展建设有限公司 | Construction method of asphalt concrete pavement |
| CN111335106B (en) * | 2020-03-25 | 2021-10-22 | 广东荣潮拓展建设有限公司 | Construction method of asphalt concrete pavement |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108342940B (en) | 2024-04-23 |
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| CB02 | Change of applicant information |
Address after: 510060 East seat, No. 348 East Ring Road, Guangzhou, Guangdong, Yuexiu District Applicant after: GUANGZHOU MUNICIPAL ENGINEERING DESIGN & RESEARCH INSTITUTE Co.,Ltd. Address before: 510060 East seat, No. 348 East Ring Road, Guangzhou, Guangdong Applicant before: GUANGZHOU MUNICIPAL ENGINEERING DESIGN & Research Institute |
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