CN101949123B - Cement concrete pavement protection paving system for toll lanes - Google Patents
Cement concrete pavement protection paving system for toll lanes Download PDFInfo
- Publication number
- CN101949123B CN101949123B CN 201010277444 CN201010277444A CN101949123B CN 101949123 B CN101949123 B CN 101949123B CN 201010277444 CN201010277444 CN 201010277444 CN 201010277444 A CN201010277444 A CN 201010277444A CN 101949123 B CN101949123 B CN 101949123B
- Authority
- CN
- China
- Prior art keywords
- cement concrete
- aggregate
- concrete pavement
- layer
- toll
- 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.)
- Active
Links
Images
Landscapes
- Road Paving Structures (AREA)
Abstract
The invention relates to a cement concrete pavement protection paving system for toll lanes. The functions of the toll lanes are distinguished through colors; an ETC lane has a colored paving structure, and an artificial toll lane has a black paving structure; and the paving structure comprises a structural lower layer, a structural middle layer and a structural upper layer. The paving system is characterized in that: the structural lower layer is a toll lane cement concrete pavement subjected to sandblasting; the structural middle layer is a high-permeability resin adhesive layer; and the structural upper layer is an anti-skid anti-flushing layer formed by an anti-skid wear-resistant aggregate and an adhesive. The cement concrete pavement protection paving system for the toll lanes has the advantages of high distinguishability and high oil, flushing and skid resistance and improves the operating efficiency and safety function of the toll lanes.
Description
Technical field
The present invention relates to a kind of charge station cement concrete pavement protection paving system, specifically, is a kind of protection paving system of taking into account the traffic guidance function.
Background technology
Charge station is the means of transportation of building for the pickup vehicle pass cost, comprises toll bar (toll island, tollbooth, the lane in which the drivers should pay fees, shelter, charge machinery), toll plaza and tollbooth.The lane in which the drivers should pay fees is as the important composition part of charge station, be vehicle pass-through must through the track, stand the braking action of vehicle frequently braking.
Cement concrete pavement is as advanced road road structure one of the type of mainly mating formation, have the advantages such as rigidity is large, intensity is high, high-temperature stability is excellent, good endurance because of it, obtain using more widely in China, cement concrete pavement has all been adopted in most charge station tracks.In recent years, be accompanied by the develop rapidly of China's economy, the road traffic cause is developed on an unprecedented scale, and there is the trend of heavyization, heavy-duty in traffic.Under the frequent effect that stands vehicle and complex environment weather conditions, there is defective in the cement concrete pavement that the lane in which the drivers should pay fees adopts:
(1) under the vehicle frequently braking braking condition, kerve indentation skidproof effect is decayed rapidly, and non-skid property is not enough under the humid conditions, and travel safety is poor;
(2) white cement concrete pavement and graticule aberration are little, and traffic is indicative not strong, under the special climate condition, and the difficult direction of controlling of driver;
(3) the lane in which the drivers should pay fees place vehicle is frequently braked, fuel oil easily produces imperfect combustion, and enter the road surface with tail gas, tire after lubricating oil leakage, the wearing and tearing embeds the situations such as road surface simultaneously, restricted by the cement concrete pavement characteristics, the pollution cleanup difficult has a negative impact to the lane in which the drivers should pay fees view and non-skid property.
The existence of above-mentioned situation causes the situations such as the cement concrete road surface of charge lane non-skid property is not good enough, graticule is unintelligible, safety is not good enough, pollute rear back cleaning difficulty, damaged condition is serious, as shown in Figure 3:
Therefore, transformation exists above-mentioned all inconvenience and problem for above-mentioned the lane in which the drivers should pay fees concrete pavement, and proposes the present invention.Good by the exploitation non-skid property, oil resistant is dirty, washability, sharply marginated the lane in which the drivers should pay fees cement special rigid pavement protection paving system, system improves the distinguishability of carriageway surfacing, anti-skidding, the performance such as oil resistant is dirty, anti-impact is washed, and improves the lane in which the drivers should pay fees service function and security function.
Summary of the invention
The present invention relates to a kind of charge station cement concrete pavement protection paving system, specifically, is a kind of protection paving system of taking into account the traffic guidance function.
For achieving the above object, technical solution of the present invention is:
A kind of cement concrete pavement protection paving system for toll lanes: road surface protection paving structure comprises a structure bottom, a structure middle level and a structure bottom, and described structure bottom is cement concrete road surface of charge lane 1 after treatment; Described structure middle level is the resin-bonded layer 2 of high osmosis type; Described structure upper strata is that the anti-skidding anti-impact that functional aggregate and cementing agent form is washed layer 3.The colored road surface protection paving is adopted in the ETC track, and the dark-coloured pavement protection paving is adopted in the manual toll collection track.
Charge station of the present invention cement concrete pavement protection paving system can also be further achieved by the following technical measures.
Aforesaid charge station cement concrete pavement protection paving structure, wherein said cement concrete road surface of charge lane 1 after treatment, be the cement concrete road surface of charge lane after damaging repairing and doing sandblast (ball blast) processing, and should have good structural strength properties.
Aforesaid charge station cement concrete pavement protection paving structure, the resin-bonded layer of wherein said high osmosis type 2, employing be the osmosis type material, its consumption is generally 0.3kg/m
2～0.8kg/m
2, infiltration is immersed the concrete surface space to 2mm～10mm degree of depth.
Aforesaid charge station cement concrete pavement protection paving structure, wherein said charge station cement concrete pavement protection paving structure upper strata 3 is that the anti-skidding anti-impact that functional aggregate and cementing agent form is washed layer, it is characterized in that described functional aggregate spreading is in smearing evenly, consumption is 1.8kg/m
2～3.0kg/m
2High resistant, high strength, the adhesive surface of high tenacity, solidify the floating grain of cleaning after, and form cementing agent-function aggregate structure layer.
Aforesaid charge station cement concrete pavement is mated formation, what wherein said functional aggregate adopted is the anti-aggregate that performance is excellent, the hardness high-wear resistance is strong of staining, the aggregates such as black tone sandstone, basalt, aluminum ore should be selected in the manual toll collection track, and wear-resistant high-ductility colored (red, green, yellow or other colour mixtures) particless of aggregates such as dyeing crystal glass, pottery, artificial alumina should be selected in the ETC track.And the particle diameter of described antiskid aggregate can adopt 1mm～3mm, 2mm～4mm or 3mm～5mm equal-specification.
Aforesaid cement concrete pavement protection paving system for toll lanes is characterized in that having following function: (1) road surface protection paving thickness can reach 4mm～8mm, and construction depth is not less than 0.8mm, and the pendulum value is not less than 70BPN; (2) the road surface protection paving has that extremely strong oil resistant is dirty, anti-impact is washed performance.(3) described road surface protection paving system has strengthened channelization and the antiskid function of the lane in which the drivers should pay fees, is beneficial to the driving safety of the lane in which the drivers should pay fees.(4) significant prolongation cement concrete pavement the lane in which the drivers should pay fees application life.
Description of drawings
Fig. 1 a kind of cement concrete pavement protection paving system for toll lanes layout schematic diagram of the present invention.
Fig. 2 is cement concrete road surface of charge lane protection paving structural representation of the present invention
Wherein: the 1st, the cement concrete road surface of charge lane after blasting treatment.The 2nd, the resin-bonded layer of high osmosis type; The 3rd, the anti-skidding anti-impact that anti-skid wearable aggregate and cementing agent form is washed layer;
Fig. 3 prior art cement concrete road surface of charge lane uses the wear damage schematic diagram.
The specific embodiment
Below in conjunction with embodiment and accompanying drawing thereof the present invention is illustrated further.
Now see also Fig. 1, Fig. 1 is cement concrete pavement protection paving system for toll lanes layout schematic diagram of the present invention, the colored road surface protection paving is adopted in the ETC track, the dark-coloured pavement protection paving is adopted in the manual toll collection track, by mating formation of different colours, so that roadway area is divided is clear, indication obviously has good traffic guidance function.
Now see also Fig. 2, Fig. 2 is cement concrete pavement protection paving structural representation of the present invention.As shown in the figure, cement concrete road surface of charge lane 1 surface is through repairing, and do sandblast except behind the laitance, dust removal process, evenly the high osmosis type of coating is resin-bonded layer 2, described tack coat 2 adopts be the osmosis type material (for example, polyurethane, epoxy resin, acrylic resin or polyurethane modified epoxy resin class), its consumption is generally 0.3kg/m
2～0.8kg/m
2, infiltration is immersed the concrete surface space to 2mm～10mm degree of depth, and this material has the performances such as high infiltration, high tenacity, high adhesion strength, high-durability.After resin-bonded layer 2 coating of high osmosis type are finished, in 3 minutes～10 minutes until the resin-bonded layer of high osmosis type is basic infiltrate the rigid pavement and form integral body after, the anti-skidding anti-impact that functional aggregate and cementing agent form of namely should constructing is washed layer 3, with functional aggregate (for example, refining black basalt aggregate, colored aggregate) spreading is in smearing even cementing agent (such as polyurethane, epoxy resin, acrylic resin or polyurethane modified epoxy resin class) surface, and consumption of binder is 1.8kg/m
2～3.0kg/m
2High resistant, high strength, the adhesive surface of high tenacity, solidify the floating grain of cleaning after, and form cementing agent-function aggregate structure layer.Functional aggregate involved in the present invention adopts the anti-aggregate that performance is excellent, the hardness high-wear resistance is strong of staining, the aggregates such as black tone sandstone, basalt, aluminum ore should be selected in the manual toll collection track, and wear-resistant high-ductility colored (red, green, yellow or other colour mixtures) particless of aggregates such as dyeing crystal glass, pottery, artificial alumina should be selected in the ETC track.And the particle diameter of described functional aggregate can adopt 1mm～3mm, 2mm～4mm or 3mm～5mm equal-specification.
The cement concrete pavement protection paving system for toll lanes that the present invention consists of has following function: described road surface protection paving thickness can reach 4mm～8mm, and construction depth is not less than 0.8mm, and the pendulum value is not less than 70BPN; Described road surface protection paving has extremely strong oil resistant dirt, anti-impact and washes performance.Described road surface protection paving system has strengthened channelization and the antiskid function of the lane in which the drivers should pay fees, is beneficial to the driving safety of the lane in which the drivers should pay fees.Significant prolongation cement concrete pavement the lane in which the drivers should pay fees application life.
Cement concrete pavement protection paving system for toll lanes work progress of the present invention is as follows: the cement concrete road surface of charge lane 1 after repairing is carried out blasting treatment, and after removing the laitance and dust on surface, with the artificial blade coating of high osmosis type binding resin, evenly pave cement concrete pavement 1 after blasting treatment forms infiltration tack coat 2; Again the top layer is evenly spread upon on 2 layers with cementing agent, the functional aggregate of the to be bonded dose of evenly rear spreading cleaning of trickling, functional aggregate solidifies with the top layer cementing agent and namely forms anti-skidding anti-impact and wash top layer 3, treats that adhesive material solidifies, and cleaning falls float a timely open to traffic behind the grain.
Above embodiment is only for explanation the present invention, but not limitation of the present invention, person skilled in the relevant technique in the situation that does not break away from the spirit and scope of the present invention, can also make various conversion or variation.Therefore, all technical schemes that are equal to also should belong to category of the present invention, should be limited by each claim.
Claims (2)
1. cement concrete pavement protection paving system for toll lanes, its road surface protection paving structure comprises: a structure bottom is that the cement concrete road surface of charge lane (1) that sandblast/Shot Blasting has good strength characteristics is repaired and done to cement concrete pavement through damaging; One structure middle level is the resin-bonded layer of high osmosis type (2), and what the resin-bonded layer of described high osmosis type adopted is the osmosis type material, and its consumption is 0.3kg/m
2～0.8kg/m
2, infiltration is immersed the concrete surface space to 2mm～10mm degree of depth; One structure upper strata is that the anti-skidding anti-impact that functional aggregate and cementing agent form is washed layer (3), and described functional aggregate spreading is even in smearing, consumption is 1.8kg/m
2～3.0kg/m
2High resistant, high strength, the adhesive surface of high tenacity, the floating grain of cleaning after solidifying, the cementing agent that then forms-function aggregate structure layer, the colored road surface protection paving is adopted in the ETC track, the dark-coloured pavement protection paving is adopted in the manual toll collection track; Described road surface protection paving thickness is 4mm～8mm, and construction depth is not less than 0.8mm, and the pendulum value is not less than 70BPN.
2. cement concrete pavement protection paving system for toll lanes according to claim 1, it is characterized in that, described functional aggregate adopts the anti-aggregate that performance is excellent, the hardness high-wear resistance is strong of staining, black tone sandstone, basalt or aluminum ore aggregate are selected in the manual toll collection track, and ETC selects in the track dyeing crystal glass, pottery or artificial alumina wear-resistant high-ductility colored aggregate particle; And the particle diameter of described functional aggregate adopts 1mm～3mm, 2mm～4mm or 3mm～5mm specification.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010277444 CN101949123B (en) | 2010-09-10 | 2010-09-10 | Cement concrete pavement protection paving system for toll lanes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010277444 CN101949123B (en) | 2010-09-10 | 2010-09-10 | Cement concrete pavement protection paving system for toll lanes |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101949123A CN101949123A (en) | 2011-01-19 |
| CN101949123B true CN101949123B (en) | 2013-01-09 |
Family
ID=43452740
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010277444 Active CN101949123B (en) | 2010-09-10 | 2010-09-10 | Cement concrete pavement protection paving system for toll lanes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101949123B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103793945B (en) * | 2012-10-31 | 2016-12-21 | 陈海水 | Superposed type oblique shape road toll inspection post constructs |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000170105A (en) * | 1998-09-30 | 2000-06-20 | Nichireki Co Ltd | Functionality single layer spraying type surface treatment method |
| GB2390867A (en) * | 2002-07-16 | 2004-01-21 | Tarmac Ltd | Water management system for managing storm water, spillages etc. |
| JP2005068956A (en) * | 2003-08-28 | 2005-03-17 | Taiheiyo Cement Corp | Paving material and its pavement work method |
| KR20050075915A (en) * | 2004-01-16 | 2005-07-25 | 임기채 | Material for paving road and method for paving road using the material |
| CN1851132A (en) * | 2006-04-28 | 2006-10-25 | 易志坚 | Rolled polymer modified cement-concrete sprayed colour road surface structure, and its construction method |
| CN2905880Y (en) * | 2006-04-28 | 2007-05-30 | 易志坚 | Colorful pavement structure on milled polymer modified cement concrete surface |
| CN101016713A (en) * | 2007-02-14 | 2007-08-15 | 易志坚 | Color pavement formed by spraying on porous polymer concrete facing and construction method therefor |
| CN101725103A (en) * | 2009-11-24 | 2010-06-09 | 南通安耐好工程材料有限公司 | Polymer cement concrete lamella |
-
2010
- 2010-09-10 CN CN 201010277444 patent/CN101949123B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000170105A (en) * | 1998-09-30 | 2000-06-20 | Nichireki Co Ltd | Functionality single layer spraying type surface treatment method |
| GB2390867A (en) * | 2002-07-16 | 2004-01-21 | Tarmac Ltd | Water management system for managing storm water, spillages etc. |
| JP2005068956A (en) * | 2003-08-28 | 2005-03-17 | Taiheiyo Cement Corp | Paving material and its pavement work method |
| KR20050075915A (en) * | 2004-01-16 | 2005-07-25 | 임기채 | Material for paving road and method for paving road using the material |
| CN1851132A (en) * | 2006-04-28 | 2006-10-25 | 易志坚 | Rolled polymer modified cement-concrete sprayed colour road surface structure, and its construction method |
| CN2905880Y (en) * | 2006-04-28 | 2007-05-30 | 易志坚 | Colorful pavement structure on milled polymer modified cement concrete surface |
| CN101016713A (en) * | 2007-02-14 | 2007-08-15 | 易志坚 | Color pavement formed by spraying on porous polymer concrete facing and construction method therefor |
| CN101725103A (en) * | 2009-11-24 | 2010-06-09 | 南通安耐好工程材料有限公司 | Polymer cement concrete lamella |
Non-Patent Citations (4)
| Title |
|---|
| 王旭.浅谈彩色防滑路面在高等级公路施工中的应用.《黑龙江交通科技》.2008,(第11期), * |
| 罗海兵等.彩色路面技术及彩色防滑路面的方案设计.《中国市政工程》.2007,(第02期), * |
| 邵琦等.西安咸阳国际机场专用高速公路彩色路面设计及应用.《公路》.2009,(第06期), * |
| 韩定海等."四新"科技在路面工程中的应用与研究.《公路》.2009,(第06期), |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101949123A (en) | 2011-01-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201280677Y (en) | Improved ultrathin antiskid paving structure of epoxy resins | |
| CN100577736C (en) | Asphalt pavement conditioning curing agent and preparation method thereof | |
| CN106833203A (en) | A kind of cold painting quick-dry type colorful pavement antiskid paint | |
| CN102325943A (en) | Utilize big aggregation to improve long-term skid resistance and to reduce the preformed thermoplastic pavement and the method for tire vestige | |
| CN102431246B (en) | Skidproof permeable road pad and manufacturing technology thereof | |
| CN111411556A (en) | Multilayer fine surface preventive maintenance method | |
| CN103938513A (en) | Construction process of colored pavement epoxy non-slip wearing layer structure | |
| CN110184933A (en) | A kind of steel box girder bridge floor paving construction method | |
| US5560734A (en) | Bitumastic simulated paved surface | |
| KR100941284B1 (en) | Nonslip composition and method for constructing road by using the same | |
| CN107235662A (en) | Application that a kind of castoff regenerative light color gathers materials bituminous concrete and its light colour is mated formation | |
| CN101949123B (en) | Cement concrete pavement protection paving system for toll lanes | |
| CN102787543A (en) | Durable slip-resistant thin color resin layer for pavements | |
| CN201915315U (en) | Protecting and paving system for cement concrete road surface of charge lane | |
| CN214783002U (en) | Asphalt pavement embedded with anti-skid wear-resistant stone | |
| CN202208874U (en) | Anti-skid permeable road mat | |
| CN206157520U (en) | Highway road antiskid structure | |
| US20090196690A1 (en) | Anti-slip composition and method of forming anti-slip layer using the same | |
| CN211713553U (en) | Novel epoxy resin bicycle lane thin layer structure of mating formation | |
| KR100690393B1 (en) | Method of paving the outer layer of road with aspalt concrete | |
| KR200401214Y1 (en) | Road boundary block | |
| CN210315283U (en) | Marking structure for tunnel portal | |
| KR101037906B1 (en) | Enviromental-friendly nonslip layer adhesive for a pavement | |
| CN111996857A (en) | Construction process of anti-skid pavement structure with ceramic particle structure | |
| CN210315214U (en) | Steel bridge deck pavement structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANGHAI TONGREN ROAD TECHNOLOGY DEVELOPMENT CO., Free format text: FORMER OWNER: QIAN WEISHENG Effective date: 20130325 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 201800 JIADING, SHANGHAI TO: 201801 JIADING, SHANGHAI |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20130325 Address after: 201801 Shanghai city Jiading District Chen Lu 66 Lane 5 Patentee after: SHANGHAI TONGREN ROAD TECHNOLOGY Co.,Ltd. Address before: 201800 No. six, 295 mile Central Road, Shanghai, Jiading District Patentee before: Qian Weisheng |
|
| ASS | Succession or assignment of patent right |
Owner name: SHANGHAI TONGJIE MATERIAL TECHNOLOGY DEVELOPMENT C Effective date: 20140415 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 201801 JIADING, SHANGHAI TO: 201808 JIADING, SHANGHAI |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20140415 Address after: 201808 room 2, building 2762, No. 2166, Baoan Road, Shanghai, Jiading District Patentee after: SHANGHAI TONGREN ROAD TECHNOLOGY Co.,Ltd. Patentee after: SHANGHAI TONGJIE MATERIAL TECHNOLOGY DEVELOPMENT Co.,Ltd. Address before: 201801 Shanghai city Jiading District Chen Lu 66 Lane 5 Patentee before: SHANGHAI TONGREN ROAD TECHNOLOGY Co.,Ltd. |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 201808 room 2, building 2762, No. 2166, Baoan Road, Shanghai, Jiading District Patentee after: SHANGHAI TONGREN ENVIRONMENTAL PROTECTION TECHNOLOGY DEVELOPMENT Co.,Ltd. Patentee after: SHANGHAI TONGJIE MATERIAL TECHNOLOGY DEVELOPMENT Co.,Ltd. Address before: 201808 room 2, building 2762, No. 2166, Baoan Road, Shanghai, Jiading District Patentee before: SHANGHAI TONGREN ROAD TECHNOLOGY Co.,Ltd. Patentee before: SHANGHAI TONGJIE MATERIAL TECHNOLOGY DEVELOPMENT Co.,Ltd. |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20160729 Address after: 201808 room 2, building 2762, No. 2166, Baoan Road, Shanghai, Jiading District Patentee after: SHANGHAI TONGREN ENVIRONMENTAL PROTECTION TECHNOLOGY DEVELOPMENT Co.,Ltd. Address before: 201808 room 2, building 2762, No. 2166, Baoan Road, Shanghai, Jiading District Patentee before: SHANGHAI TONGREN ENVIRONMENTAL PROTECTION TECHNOLOGY DEVELOPMENT Co.,Ltd. Patentee before: SHANGHAI TONGJIE MATERIAL TECHNOLOGY DEVELOPMENT Co.,Ltd. |