CN107022937A - A kind of asphalt pavement road surface and asphalt pavement construction method - Google Patents
A kind of asphalt pavement road surface and asphalt pavement construction method Download PDFInfo
- Publication number
- CN107022937A CN107022937A CN201710301225.4A CN201710301225A CN107022937A CN 107022937 A CN107022937 A CN 107022937A CN 201710301225 A CN201710301225 A CN 201710301225A CN 107022937 A CN107022937 A CN 107022937A
- Authority
- CN
- China
- Prior art keywords
- asphalt pavement
- face
- road surface
- pavement road
- layer
- 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.)
- Pending
Links
- 239000010426 asphalt Substances 0.000 title claims abstract description 104
- 238000010276 construction Methods 0.000 title claims abstract description 32
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 52
- 239000004568 cement Substances 0.000 claims abstract description 38
- 230000013011 mating Effects 0.000 claims abstract description 32
- 238000009434 installation Methods 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 14
- 238000000034 method Methods 0.000 description 9
- 239000011295 pitch Substances 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000004904 shortening Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 239000008398 formation water Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000008188 pellet Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000007704 transition Effects 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
- E01C5/00—Pavings made of prefabricated single units
- E01C5/12—Pavings made of prefabricated single units made of units with bituminous binders or from bituminous material, e.g. asphalt mats
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention relates to highway construction technology field, in particular to a kind of asphalt pavement road surface and asphalt pavement construction method.The invention discloses a kind of asphalt pavement road surface, including set gradually bottom surface basic unit, metalling, cement pave-load layer and bitumen layer on the ground.Bitumen layer includes multiple prefabricated bituminous blocks, and prefabricated bituminous block includes the mounting surface close to cement pave-load layer.Cement pave-load layer is included close to the face of mating formation of bitumen layer.Mating formation between face and mounting surface has location structure and discharge structure.The asphalt pavement pavement construction is convenient, can shorten the cycle of construction, reduces the cost of construction, and possesses good drainage performance, and service life is long, and late maintaining is convenient.
Description
Technical field
The present invention relates to highway construction technology field, applied in particular to a kind of asphalt pavement road surface and bituminous paving
Work method.
Background technology
Bituminous paving refers to various types of road surfaces that bitumen for road use material making is mixed in mineral material.Pitch is combined
Material improves to pave the way resists the ability that driving and natural cause road pavement are damaged with pellet, evenness of road surface is lacked dirt, waterproof, warp
It is durable long.Therefore, bituminous paving is a kind of high class pavement being the most widely used in road construction.
Bituminous highway construction cost common at present is higher, and its operational procedure is complex.Secondly, construction period compared with
Long, drainage performance is poor.In addition, late maintaining is more difficult.
The content of the invention
The present invention first purpose be to provide a kind of asphalt pavement road surface, the asphalt pavement road surface can effectively drop
The cost of low construction, while construction period is shortened, asphalt pavement can be improved by the discharge structure on asphalt pavement road surface
The drainage effect on road surface.In addition, the asphalt pavement road surface can also effectively reduce the maintenance cost and difficulty in later stage.
Second object of the present invention is to provide a kind of asphalt pavement construction method, and the asphalt pavement construction method is based on
Above-mentioned asphalt pavement road surface, can be on the premise of the cost shortening cycle be reduced, it is ensured that the using effect on asphalt pavement road surface,
And the drainage performance on asphalt pavement road surface can also be improved, the maintenance cost and difficulty in later stage is reduced.
What embodiments of the invention were realized in：
A kind of asphalt pavement road surface, including set gradually bottom surface basic unit on the ground, metalling, cement pave-load layer and
Bitumen layer；
Bitumen layer includes multiple prefabricated bituminous blocks, and prefabricated bituminous block includes the mounting surface close to cement pave-load layer；
Cement pave-load layer is included close to the face of mating formation of bitumen layer；
Mating formation between face and mounting surface has location structure and discharge structure.
The asphalt pavement road surface is together with metalling can be effectively combined with bottom surface basic unit by cement pave-load layer
The asphalt pavement road surface provides a stable and firm road bed.During bitumen layer is set, because bitumen layer is by multiple
Prefabricated bituminous block is constituted, and has location structure and discharge structure mating formation between face and mounting surface, passes through location structure energy
It is enough by multiple prefabricated bituminous blocks quickly and easily be laid on the mating formation on face of cement pave-load layer.And due in face and the installation of mating formation
There is discharge structure between face, the water on the asphalt pavement road surface or the water of both sides can be discharged by discharge structure, prevented
Water on the asphalt pavement road surface or around accumulate, it is to avoid the asphalt pavement road surface because drainage problem influence use, or
Because water accumulates the structure for destroying the asphalt pavement road surface on the bituminous paving.
In an embodiment of the present invention：
Location structure includes being arranged on the positioning convex mated formation on face and being arranged on mounting surface coordinating with positioning convex
Detent.
In an embodiment of the present invention：
Positioning convex is made up with face of mating formation of integral type.
In an embodiment of the present invention：
Positioning convex is detachably connected with face of mating formation.
In an embodiment of the present invention：
Location structure includes being arranged on the arcwall face mated formation on face and is arranged on the arc coordinated on mounting surface with arcwall face
Connected in star.
In an embodiment of the present invention：
Discharge structure, which is arranged on, mats formation on face, including rhone and guiding gutter.
In an embodiment of the present invention：
Guiding gutter is connected with rhone.
In an embodiment of the present invention：
Deformation backing plate is additionally provided between adjacent prefabricated bituminous block.
In an embodiment of the present invention：
Deform backing plate and be provided with pod apertures, one end of pod apertures is led close to the another side of the bitumen layer relative to mounting surface
The other end of discharge orifice is close to bitumen layer and the junction of cement pave-load layer.
A kind of asphalt pavement construction method, based on above-mentioned asphalt pavement road surface, asphalt pavement construction method includes as follows
At least one step in step：
Using vibrated roller, loading machine, land leveller and bull-dozer, make bottom surface basic unit, lift height be 15cm~
30cm, compactness is 93~99%；Metalling is made using paver, vibrated roller, rubber-tyred roller, lift height is
10cm~25cm, compactness is 93~99%；
In the surface casting cement of metalling, cement pave-load layer is made, lift height is 10cm~25cm；
Mating formation, location structure and discharge structure are set on face；
According to face is mated formation and the positioning convex on face of mating formation sets mould, corresponding prefabricated bituminous block is made；
Prefabricated bituminous block is installed into cement to mat formation on face so that positioning convex cooperates with detent.
Technical scheme at least has the advantages that：
A kind of asphalt pavement road surface that the present invention is provided, the asphalt pavement road surface can effectively reduce the cost of construction,
Shorten construction period.In addition, the asphalt pavement road surface can also effectively reduce the maintenance cost and difficulty in later stage.
A kind of asphalt pavement construction method that the present invention is provided, the asphalt pavement construction method is based on above-mentioned asphalt pavement
Road surface, can be on the premise of the cost shortening cycle be reduced, it is ensured that the using effect on asphalt pavement road surface.
Brief description of the drawings
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below will be attached to what is used required in embodiment
Figure is briefly described, it will be appreciated that the following drawings illustrate only certain embodiments of the present invention, therefore is not construed as pair
The restriction of scope, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to this
A little accompanying drawings obtain other related accompanying drawings.
Fig. 1 is the structural representation on asphalt pavement road surface in the embodiment of the present invention 1；
Fig. 2 is the structural representation of bitumen layer in the embodiment of the present invention 1；
Fig. 3 is the structural representation of cement pave-load layer in the embodiment of the present invention 1；
Fig. 4 is the structural representation of prefabricated bituminous block in the embodiment of the present invention 1.
Icon：200- asphalt pavements road surface；100- ground；210- bottom surfaces basic unit；220- cement pave-load layers；230- pitches
Layer；231- prefabricated bituminous blocks；232- mounting surfaces；233- detents；221- mats formation face；222- positioning convex；223- guiding gutters；
224- rhones.
Embodiment
To make the purpose, technical scheme and advantage of the embodiment of the present invention clearer, below in conjunction with the embodiment of the present invention
In accompanying drawing, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is
A part of embodiment of the present invention, rather than whole embodiments.The present invention implementation being generally described and illustrated herein in the accompanying drawings
The component of example can be arranged and designed with a variety of configurations.
Therefore, the detailed description of embodiments of the invention below to providing in the accompanying drawings is not intended to limit claimed
The scope of the present invention, but be merely representative of the present invention selected embodiment.Based on the embodiment in the present invention, this area is common
The every other embodiment that technical staff is obtained under the premise of creative work is not made, belongs to the model that the present invention is protected
Enclose.
It should be noted that：Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined in individual accompanying drawing, then it further need not be defined and explained in subsequent accompanying drawing.
In the description of embodiment of the present invention, it is necessary to explanation, term " interior ", " under " etc. instruction orientation or position
Relation is or the orientation or position that the invention product is usually put when using based on orientation shown in the drawings or position relationship
Relation, is for only for ease of the description present invention and simplifies description, rather than indicate or imply that the device or element of meaning must have
There is specific orientation, with specific azimuth configuration and operation, therefore be not considered as limiting the invention.In addition, term " the
One ", " second " etc. is only used for distinguishing description, and it is not intended that indicating or implying relative importance.
In the description of embodiment of the present invention, in addition it is also necessary to explanation, unless otherwise clearly defined and limited, term
" setting ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or integratedly be connected
Connect；Can mechanically connect, can be joined directly together, can also be indirectly connected to by intermediary, can be in two elements
The connection in portion.For the ordinary skill in the art, the tool of above-mentioned term in the present invention can be understood with concrete condition
Body implication.
Embodiment 1
Fig. 1 is refer to, Fig. 1 shows the concrete structure on the asphalt pavement road surface 200 provided in embodiment 1.
As can be seen from Figure 1 asphalt pavement road surface 200 include being successively set on bottom surface basic unit 210 on ground 100, it is broken
Rock layers, cement pave-load layer 220 and bitumen layer 230.
Fig. 2 is refer to, Fig. 2 shows the concrete structure of bitumen layer 230.As can be seen from Figure 2 bitumen layer 230 includes many
Individual prefabricated bituminous block 231.
Fig. 1 and Fig. 2 is continued referring to, it can be seen that prefabricated bituminous block 231 includes mating formation close to cement from Fig. 1 and Fig. 2
The mounting surface 232 of layer 220, cement pave-load layer 220 is included close to the face 221 of mating formation of bitumen layer 230.And mat formation face 221 with
There are location structure and discharge structure between mounting surface 232.
In the present embodiment, metalling and bottom surface basic unit 210 can be effectively combined by cement pave-load layer 220 one
Rise, a stable and firm road bed is provided for the asphalt pavement road surface 200.During bitumen layer 230 is set, due to drip
Cyan layer 230 is made up of multiple prefabricated bituminous blocks 231, and has location structure and row between face 221 and mounting surface 232 mating formation
Water-bound, by location structure can by multiple prefabricated bituminous blocks 231 it is quick and easy be laid on mating formation for cement pave-load layer 220
On face 221.And, can be by discharge structure by the pitch due to having discharge structure mating formation between face 221 and mounting surface 232
Water or both sides on paved road 200 water discharge, prevent water on the asphalt pavement road surface 200 or around accumulate, keep away
Exempt from the asphalt pavement road surface 200 because drainage problem influence is used, or because water is accumulated on the bituminous paving destroys the drip
The structure of blue or green paved road 200.
It should be noted that among the process that the asphalt pavement road surface 200 is laid, because prefabricated bituminous block 231 needs
Made before mating formation, so being capable of root among the process of mat formation bottom surface basic unit 210, metalling and cement pave-load layer 220
Synchronously carry out the making of prefabricated bituminous block 231 at the scene or in factory simultaneously according to design size, or made in advance by standard
Good prefabricated bituminous block 231, such purpose is to save Production Time, the cycle of shortening construction.
In the present embodiment, refer to Fig. 3, location structure include being arranged on mat formation positioning convex 222 on face 221 and
It is arranged on the detent 233 coordinated on mounting surface 232 with positioning convex 222.Spread by being arranged on bitumen layer 230 and cement
Location structure between dress layer 220 ensure that bitumen layer 230 can effectively be positioned on cement pave-load layer 220, and
In the presence of the self gravitation of bitumen layer 230, it is only necessary to limit bitumen layer 230 and slided on the face 221 of mating formation of cement pave-load layer 220
The free degree, the step of mating formation thus, it is possible to simplify bitumen layer 230 shortens cycle for mating formation, and can effectively reduce work
The labor intensity of people, reduces the cost of construction.It should be noted that because bitumen layer 230 is main by multiple prefabricated bituminous blocks 231
Composition, so during location structure is set, in order to reduce the difficulty of installation, and the cost that reduction is installed and manufactured,
Need to improve wildcard type of the location structure during installation, that is, while improving location structure positioning precision so that any
One prefabricated bituminous block 231 can cooperate with any location structure mated formation on face 221.
Further, in the present embodiment, location structure is used is integrated with positioning convex 222 with face 221 of mating formation
The set-up mode that formula is made, it is therefore an objective to reduce construction procedure, just can be disposable among the process of laying cement pave-load layer 220
Make in the location structure on face 221 of mating formation.Such set-up mode can shorten while construction procedure is reduced
In the time of manufacture cement pave-load layer 220 and location structure, further shorten the cycle of construction.
In other embodiments of the invention, among the process that actual production makes, for the consideration to actual conditions,
During location structure is set, it may need to be changed location structure for actual situation, therefore in order to reduce
The difficulty of construction, positioning convex 222 is to be detachably connected with face 221 of mating formation.
In other embodiments of the invention, among the process that actual production makes, location structure can also be to be arranged on
Mat formation the arcwall face on face 221 and be arranged on mounting surface 232 with arcwall face coordinate arc groove.Pass through the cooperation of arc
The contact surface of location structure can be increased, it is to avoid during cooperation, occur stress concentration on location structure, be also simultaneously
Transition face is set on location structure.Prevent location structure to be destroyed, further extend usage cycles.
In the present embodiment, the effect of discharge structure is to protect the asphalt pavement road surface 200, prevents the asphalt pavement road
Face 200 causes the asphalt pavement road surface 200 impaired situation appearance because water is accumulated on pavement structure.Specifically, draining
Structure setting is being mated formation on face 221, including rhone 224 and guiding gutter 223.Also, guiding gutter 223 connects with rhone 224
It is logical.Such set-up mode, it is therefore an objective to form a drainage system for being capable of Quick drainage, and the drainage system is with single
Prefabricated bituminous block 231 is correspondingly arranged for unit, therefore after asphalt pavement road surface 200 has been laid, the asphalt pavement road surface 200 possesses
One complete drainage network.Such drainage network does drainage performance by carrying, and can effectively extend the asphalt pavement road
The service life in face 200, while the maintenance cost in later stage can be reduced.
In other embodiments of the invention, formed because bitumen layer 230 is connected by multiple prefabricated bituminous blocks 231, therefore be
The multiple prefabricated bituminous blocks 231 of guarantee can effectively coordinate, therefore be additionally provided between adjacent prefabricated bituminous block 231 deformation pad
Plate.
Further, in other embodiments of the invention, in order that the water obtained in bitumen layer 230 can be arranged effectively
Go out, pod apertures be additionally provided with deformation backing plate, and pod apertures one end close to the bitumen layer 230 relative to mounting surface 232
Another side, the other end of pod apertures is close to bitumen layer 230 and the junction of cement pave-load layer 220.It will can be dripped by pod apertures
The vehicle of cyan layer 230 is connected by face with the drainage network that discharge structure is formed, and further improves drainage performance, to the pitch
Paved road 200 plays more preferable protection.
The operation principle on the asphalt pavement road surface 200 is：
Together with metalling can be effectively combined with bottom surface basic unit 210 by cement pave-load layer 220, spread for the pitch
Fill road surface 200 and a stable and firm road bed is provided.During bitumen layer 230 is set, because bitumen layer 230 is by multiple
Prefabricated bituminous block 231 is constituted, and has location structure and discharge structure between face 221 and mounting surface 232 mating formation, by fixed
Bit architecture can by multiple prefabricated bituminous blocks 231 it is quick and easy be laid on the mating formation on face 221 of cement pave-load layer 220.And
, can be by discharge structure by the asphalt pavement road surface 200 due to having discharge structure mating formation between face 221 and mounting surface 232
On water or both sides water discharge, prevent water on the asphalt pavement road surface 200 or around accumulate, it is to avoid the asphalt pavement
Road surface 200 is because drainage problem influence is used, or because water accumulates the destruction asphalt pavement road surface 200 on the bituminous paving
Structure.
Based on above-mentioned asphalt pavement road surface 200, the invention also discloses a kind of asphalt pavement construction method.
The asphalt pavement construction method comprise the following steps at least one step：
Using vibrated roller, loading machine, land leveller and bull-dozer, make bottom surface basic unit 210, lift height be 15cm~
30cm, compactness is 93~99%；Metalling is made using paver, vibrated roller, rubber-tyred roller, lift height is
10cm~25cm, compactness is 93~99%；
In the surface casting cement of metalling, cement pave-load layer 220 is made, lift height is 10cm~25cm；
Mating formation, location structure and discharge structure are set on face 221；
According to face 221 is mated formation and the positioning convex 222 on face 221 of mating formation sets mould, corresponding prefabricated bituminous is made
Block 231；
Prefabricated bituminous block 231 is installed into cement to mat formation on face 221 so that positioning convex 222 and detent 233 are mutual
Coordinate.
The preferred embodiments of the present invention are the foregoing is only, are not intended to limit the invention, for the skill of this area
For art personnel, the present invention can have various modifications and variations.Within the spirit and principles of the invention, that is made any repaiies
Change, equivalent substitution, improvement etc., should be included in the scope of the protection.
Claims (10)
1. a kind of asphalt pavement road surface, it is characterised in that：
The asphalt pavement road surface includes setting gradually bottom surface basic unit, metalling, cement pave-load layer and pitch on the ground
Layer；
Multiple prefabricated bituminous blocks that the bitumen layer includes, the prefabricated bituminous block includes the installation close to the cement pave-load layer
Face；
The cement pave-load layer is included close to the face of mating formation of the bitumen layer；
It is described mat formation have location structure and discharge structure between face and the mounting surface.
2. asphalt pavement road surface according to claim 1, it is characterised in that：
The location structure include being arranged on it is described mat formation the positioning convex on face and be arranged on the mounting surface with it is described
The detent that positioning convex coordinates.
3. asphalt pavement road surface according to claim 2, it is characterised in that：
The positioning convex is made up with the face of mating formation of integral type.
4. asphalt pavement road surface according to claim 2, it is characterised in that：
The positioning convex is detachably connected with the face of mating formation.
5. asphalt pavement road surface according to claim 1, it is characterised in that：
The location structure include being arranged on it is described mat formation the arcwall face on face and be arranged on the mounting surface and the arc
The arc groove that shape face coordinates.
6. asphalt pavement road surface according to claim 1, it is characterised in that：
The discharge structure is mated formation on face described in being arranged on, including rhone and guiding gutter.
7. asphalt pavement road surface according to claim 6, it is characterised in that：
The guiding gutter is connected with the rhone.
8. asphalt pavement road surface according to claim 1, it is characterised in that：
Deformation backing plate is additionally provided between the adjacent prefabricated bituminous block.
9. asphalt pavement road surface according to claim 8, it is characterised in that：
The deformation backing plate is provided with pod apertures, and one end of the pod apertures is close to the bitumen layer relative to the mounting surface
Another side, the other ends of the pod apertures is close to the bitumen layer and the junction of the cement pave-load layer.
10. a kind of asphalt pavement construction method, it is characterised in that：
Asphalt pavement construction method is based on the asphalt pavement road surface described in any one in claim 1-9, the bituminous paving
Construction method comprise the following steps at least one step：
Using vibrated roller, loading machine, land leveller and bull-dozer, make the bottom surface basic unit, lift height be 15cm~
30cm, compactness is 93~99%；Metalling is made using paver, vibrated roller, rubber-tyred roller, lift height is
10cm~25cm, compactness is 93~99%；
In the surface casting cement of metalling, the cement pave-load layer is made, lift height is 10cm~25cm；
The location structure and discharge structure are set on the face of mating formation；
According to mat formation face and the positioning convex setting mould mated formation on face, the corresponding prefabricated drip is made
Blue or green block；
The prefabricated bituminous block is installed into the cement to mat formation on face so that the positioning convex and the detent are mutual
Coordinate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710301225.4A CN107022937A (en) | 2017-05-02 | 2017-05-02 | A kind of asphalt pavement road surface and asphalt pavement construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710301225.4A CN107022937A (en) | 2017-05-02 | 2017-05-02 | A kind of asphalt pavement road surface and asphalt pavement construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107022937A true CN107022937A (en) | 2017-08-08 |
Family
ID=59527217
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710301225.4A Pending CN107022937A (en) | 2017-05-02 | 2017-05-02 | A kind of asphalt pavement road surface and asphalt pavement construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107022937A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610278A (en) * | 2019-01-29 | 2019-04-12 | 长安大学 | A kind of asphalt high compact paves forming method |
| CN117127453A (en) * | 2023-08-31 | 2023-11-28 | 杭州利环环境集团有限公司 | Bus stop pavement structure and construction method thereof |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1166190A (en) * | 1995-10-12 | 1997-11-26 | 大成铺路技术株式会社 | Method for constructing block paving |
| CN1267765A (en) * | 2000-01-27 | 2000-09-27 | 华南理工大学 | Natural temperature-regulating city structure without greenery patches and its construction method |
| CN1904207A (en) * | 2005-07-28 | 2007-01-31 | 黄庆辉 | Ground brick and positioning lattice board composition and its pavement construction method |
| JP2012067589A (en) * | 2010-09-09 | 2012-04-05 | Jui-Wen Chen | Method for manufacturing artificial road surface that improves global warming |
| CN102433819A (en) * | 2011-10-10 | 2012-05-02 | 苏鸣 | Semi-flexible structure permeable street and pavement method thereof |
| CN202227215U (en) * | 2011-08-17 | 2012-05-23 | 纪国强 | Heavy-duty high-speed paving brick and pavement structure |
| CN202347383U (en) * | 2011-11-16 | 2012-07-25 | 陈建忠 | Pavement prefabricated member made from asphalt concrete |
| CN104532716A (en) * | 2014-12-23 | 2015-04-22 | 华南理工大学 | Assembly asphalt pavement for desert highway and construction method of assembly asphalt pavement |
| CN204825549U (en) * | 2015-07-27 | 2015-12-02 | 上海森锐道路工程技术有限公司 | Kir road structure |
| CN206692971U (en) * | 2017-05-02 | 2017-12-01 | 中交一公局第三工程有限公司 | A kind of asphalt pavement road surface and highway |
-
2017
- 2017-05-02 CN CN201710301225.4A patent/CN107022937A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1166190A (en) * | 1995-10-12 | 1997-11-26 | 大成铺路技术株式会社 | Method for constructing block paving |
| CN1267765A (en) * | 2000-01-27 | 2000-09-27 | 华南理工大学 | Natural temperature-regulating city structure without greenery patches and its construction method |
| CN1904207A (en) * | 2005-07-28 | 2007-01-31 | 黄庆辉 | Ground brick and positioning lattice board composition and its pavement construction method |
| JP2012067589A (en) * | 2010-09-09 | 2012-04-05 | Jui-Wen Chen | Method for manufacturing artificial road surface that improves global warming |
| CN202227215U (en) * | 2011-08-17 | 2012-05-23 | 纪国强 | Heavy-duty high-speed paving brick and pavement structure |
| CN102433819A (en) * | 2011-10-10 | 2012-05-02 | 苏鸣 | Semi-flexible structure permeable street and pavement method thereof |
| CN202347383U (en) * | 2011-11-16 | 2012-07-25 | 陈建忠 | Pavement prefabricated member made from asphalt concrete |
| CN104532716A (en) * | 2014-12-23 | 2015-04-22 | 华南理工大学 | Assembly asphalt pavement for desert highway and construction method of assembly asphalt pavement |
| CN204825549U (en) * | 2015-07-27 | 2015-12-02 | 上海森锐道路工程技术有限公司 | Kir road structure |
| CN206692971U (en) * | 2017-05-02 | 2017-12-01 | 中交一公局第三工程有限公司 | A kind of asphalt pavement road surface and highway |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610278A (en) * | 2019-01-29 | 2019-04-12 | 长安大学 | A kind of asphalt high compact paves forming method |
| CN117127453A (en) * | 2023-08-31 | 2023-11-28 | 杭州利环环境集团有限公司 | Bus stop pavement structure and construction method thereof |
| CN117127453B (en) * | 2023-08-31 | 2024-05-10 | 杭州利环环境集团有限公司 | Construction method of bus stop pavement structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5006011A (en) | Frames for installing wooden bricks | |
| CN103758004A (en) | Surface treatment method for base course of asphalt pavement | |
| CA1288270C (en) | Frames for installing wooden bricks | |
| CN107022937A (en) | A kind of asphalt pavement road surface and asphalt pavement construction method | |
| US4850739A (en) | Method and apparatus for constructing an articulated pavement system | |
| CN104911974A (en) | Inclined prestress cement concrete-asphalt concrete composite pavement and construction method thereof | |
| CN110284389A (en) | A kind of bituminous pavement and its construction method | |
| CN206692971U (en) | A kind of asphalt pavement road surface and highway | |
| CN107724201A (en) | A kind of novel water permeable brick structure and method for paving | |
| CN204662193U (en) | Oblique prestressing force cement concrete-bituminous concrete composite pavement | |
| CN209456830U (en) | A kind of porous pavements structure | |
| KR100537133B1 (en) | The equipment for preventing a edge break of the sidewalk block and forming auto line between blocks and construction process of sidewalk using thereof | |
| CN107974892A (en) | A kind of environment protection pavement and its construction method | |
| CZ42998A3 (en) | Paved area with rein water outlet | |
| CN208415025U (en) | A kind of regeneration concrete lawn brick | |
| CN207597184U (en) | A kind of road of the quick assembling of the layer of face containing assembled | |
| CN206887658U (en) | A kind of novel pavement | |
| CN217399313U (en) | Restoration structure of highway road surface arch expansion disease | |
| KR200418592Y1 (en) | Block for protecting grass | |
| CN201053095Y (en) | Stone for laying | |
| CN107815948A (en) | Road assembling method based on chain spigot-and-socket ballast lump | |
| CN212175367U (en) | Gardens are with brick structure that permeates water | |
| CN111058348B (en) | Road construction method by road nail | |
| KR20120041183A (en) | Ston footpath block case having grass pads | |
| CN221218353U (en) | Permeable frame and three-dimensional interlocking assembled pavement base layer |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170808 |
|
| RJ01 | Rejection of invention patent application after publication |