CN205975251U - Tail gas degradation environmental protection road surface structure - Google Patents

Tail gas degradation environmental protection road surface structure Download PDF

Info

Publication number
CN205975251U
CN205975251U CN201620770184.4U CN201620770184U CN205975251U CN 205975251 U CN205975251 U CN 205975251U CN 201620770184 U CN201620770184 U CN 201620770184U CN 205975251 U CN205975251 U CN 205975251U
Authority
CN
China
Prior art keywords
tail gas
underlayment
asphalt concrete
pavement structure
gas degradation
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.)
Withdrawn - After Issue
Application number
CN201620770184.4U
Other languages
Chinese (zh)
Inventor
刘强
景晶晶
庄严棋
张宁波
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.)
Jiangsu Sinoroad Engineering Technology Institute Co Ltd
Original Assignee
Jiangsu Sinoroad Engineering Technology Institute Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jiangsu Sinoroad Engineering Technology Institute Co Ltd filed Critical Jiangsu Sinoroad Engineering Technology Institute Co Ltd
Priority to CN201620770184.4U priority Critical patent/CN205975251U/en
Application granted granted Critical
Publication of CN205975251U publication Critical patent/CN205975251U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Road Paving Structures (AREA)

Abstract

The utility model discloses a tail gas degradation environmental protection road surface structure, including seal, surface course, basic unit and underlayment. The weatherability ERG epoxy chip seal of seal for mixing titanium dioxide photocatalysis recombination agent, tackifier and plasticizer, the surface course is by last under to among surface course, the modified asphalt concrete under surface course and rubberized asphalt high -modulus asphalt concrete surface course on asphalt concrete in proper order, the basic unit includes cement stabilized macadam base, the underlayment is cement cold regeneration underlayment on the spot. The utility model discloses well seal mixes photocatalyst material titanium dioxide, nitrogen oxide among the automobile exhaust that can effectively degrade, the surface course adopts rubberized asphalt asphalt concrete of high modulus to improve the the stiffness of surface course for road surface structural stiffness changes more in succession, effectively improved when guaranteeing the bearing capacity road surface structure the durability, lengthened road life, the underlayment is cement cold regeneration zone on the spot, has good energy saving and emission reduction benefit.

Description

A kind of tail gas degradation environment protection pavement structure
Technical field
The utility model is related to a kind of road surface structure, more particularly, to a kind of road surface with tail gas degradation environment protection function Structure.
Background technology
Sharply increase with automobile pollution, automobile exhaust pollution has become as one of main source of atmosphere pollution.Its Substantial amounts of harmful substance is contained, including carbon monoxide, nitrogen oxides, hydrocarbon and solid suspended particle in middle vehicle exhaust Deng the discharge capacity of the annual vehicle exhaust of China is about at 1.2 hundred million tons about according to statistics.Therefore, how to remove the nitrogen oxygen in tail gas The pernicious gases such as compound become the environmental issue of current urgent need to resolve.
In prior art, stage of being keeped in repair or transformed on road surface, traditional way typically excavates original base Plinth pavement structure, then re-lays new pavement structure, and this way not only sufficiently can not utilize original pavement structure, also Waste entrainment environment can be caused.
Therefore, in conjunction with problem present in current pavement maintenance or transformation, and the demand of environmental protection, a kind of tool of research There is the pavement structure of environmental-protection function, have important practical significance.
The defect existing in view of above-mentioned existing pavement structure, the design people, actively in addition research and innovation, to founding A kind of new vent gas treatment environment protection pavement structure is so as to have more practicality.
Utility model content
Main purpose of the present utility model is, provides a kind of road surface with pernicious gas function in degraded vehicle exhaust Structure, thus more suitable for practicality, and has the value in industry.
The purpose of this utility model and solve its technical problem and employ the following technical solutions to realize.According to this practicality The tail gas degradation environment protection pavement structure of new proposition, described energy-conservation pavement structure includes sealing, surface layer, base from top to bottom successively Layer and underlayment,
Described sealing is weatherability ERG epoxy resin crushed stone sealing;
Described surface layer include successively from top to bottom modified asphalt concrete upper layer, in modified asphalt concrete surface layer and Rubber asphalt high-modulus asphalt concrete cutting optimal;
Described basic unit is cement stabilized macadam base;
Described weatherability ERG epoxy resin crushed stone sealing is arranged on the upper surface of modified asphalt concrete upper layer;
Described rubber modified bitumen high-modulus asphalt concrete cutting optimal is arranged on the upper surface of cement stabilized macadam base;
Described underlayment is cement cold in place recycling underlayment, and it is cold on the spot that described cement stabilized macadam base is arranged on cement Regeneration underlayment upper surface.
Further, aforesaid tail gas degradation environment protection pavement structure, described weatherability ERG epoxy resin crushed stone sealing Thickness is 5mm ~ 10mm, preferably 8mm;Material includes emulsified asphalt, modifying agent, photocatalysis complexing agent, moulds agent, tackifier, Quartz sand;Wherein emulsified asphalt includes asphalt, emulsifying agent, water, hydrochloric acid.If crossing thin, degraded can not be played well The effect of tail gas;If blocked up, increase construction costs, waste of resource.
Further, aforesaid tail gas degradation environment protection pavement structure, the thickness of modified asphalt concrete upper layer is 3cm ~ 5cm, preferably 4cm;Material includes modifying agent and asphalt stock, if excessively thin bituminous concrete upper layer asphalt road surface material holds Easily isolation, compacting be difficult, space is bigger than normal, thus leading to the early diseases such as loose, bellding, peeling and pit-hole;If blocked up, increase Plus construction costs, waste of resource.
Further, aforesaid tail gas degradation environment protection pavement structure, the thickness of surface layer in described modified asphalt concrete For 5cm ~ 8cm, preferably 6cm;Material includes modifying agent and asphalt stock, if excessively thin road surface material easily isolate, be compacted difficulty, Space is bigger than normal, thus leading to the early diseases such as loose, crack;If blocked up, increase construction costs, waste of resource.
Further, aforesaid tail gas degradation environment protection pavement structure, under described rubber asphalt high-modulus asphalt concrete The thickness of surface layer is 7cm ~ 10cm, preferably 8cm;Material includes rubber asphalt cement and cracks with high viscous asphalt, if excessively thin mixed Easily isolation, compacting difficulty, space are bigger than normal, thus leading to the early diseases such as loose, crack for conjunction material;If blocked up, increase work Journey cost, waste of resource.
Further, aforesaid tail gas degradation environment protection pavement structure, the thickness of described cement stabilized macadam base is 16cm ~ 20cm, preferably 18cm;Material includes cement stabilizing level and joins crushed-gravel, if Guo Bao basic unit bearing capacity reduces, thus leading Cause the early diseases such as loose, crack and reduce pavement structure service life;If blocked up, increase construction costs, waste of resource.
Further, aforesaid tail gas degradation environment protection pavement structure, the thickness of described cement cold in place recycling underlayment For 15cm ~ 20cm, preferably 18cm;Material mainly includes new aggregate and additive, and additive includes cement, foamed asphalt, breast Change pitch, lime and flyash, if cross thin substrate layer bearing capacity reduced, thus leading to the early diseases such as loose, crack and subtracting Few pavement structure service life;If blocked up, increase construction costs, waste of resource.
By technique scheme, tail gas degradation environment protection pavement structure of the present utility model at least has following advantages:
1., in pavement structure, sealing can effectively be degraded in vehicle exhaust using weatherability ERG epoxy resin rubble cover Nitrogen oxides, raw material titanium dioxide low cost therein, good degrading effect, there are good market prospects;
2. pavement structure changes traditional road surfacing process, can not only using original pavement structure bearing capacity Lai Carry out maintenance and renovation, save substantial amounts of manpower, financial resources cost additionally it is possible to reduce the pollution to environment, whole pavement structure has Environmental protection, the benefit of energy-saving and emission-reduction;
3. in pavement structure, layer below employs rubber asphalt high-modulus asphalt concrete, improves the entirety of surface layer Rigidity, effectively increases the durability of pavement structure while ensureing bearing capacity, extends the service life of road.
Described above is only the general introduction of technical solutions of the utility model, in order to better understand skill of the present utility model Art means, and being practiced according to the content of specification, below with preferred embodiment of the present utility model and coordinate accompanying drawing detailed Describe in detail bright as after.
Brief description
Fig. 1 is the structural representation of the utility model tail gas degradation environment protection pavement structure;
In figure marks implication:1. weatherability ERG epoxy resin crushed stone sealing, 2. modified asphalt concrete upper layer, 3. Surface layer in modified asphalt concrete, 4. rubber asphalt high-modulus asphalt concrete cutting optimal, 5. cement stabilized macadam base, 6. Cement cold in place recycling underlayment.
Specific embodiment
For further illustrating that the utility model is to reach technological means and effect that predetermined utility model purpose is taken, Below in conjunction with accompanying drawing and preferred embodiment, after specific embodiment of the present utility model is described in detail such as.
The structural representation of the utility model tail gas degradation environment protection pavement structure as shown in Figure 1, includes weatherability ERG Surface layer 3, rubber in epoxy resin crushed stone sealing 1, modified asphalt concrete AC-13 upper layer 2, modified asphalt concrete AC-16 Pitch high-modulus asphalt concrete cutting optimal 4, cement stabilized macadam base 5, cement cold in place recycling underlayment 6.
Tail gas degradation environment protection pavement structure is disposed with sealing, surface layer, basic unit and underlayment, wherein sealing from top to bottom Weatherability ERG epoxy resin crushed stone sealing 1 for 6mm, main component includes weight portion emulsified asphalt 31.8%, modifying agent 6.8%, Photocatalysis complexing agent 5.7%, moulds agent 2.5%, tackifier 0.2%, quartz sand 53%;Surface layer from top to bottom includes the thick modification of 4cm Bituminous concrete AC-13 upper layer, main component is less than 13 1.95% modifying agent and 98.05% asphalt stock 2 for maximum particle diameter; In the thick modified asphalt concrete AC-16 of 6cm, surface layer main component is less than 16 1.95% modifying agent and 98.05% for maximum particle diameter Asphalt stock 3 and the rubber asphalt high-modulus asphalt concrete cutting optimal 4 of 8cm thickness, main component is rubber asphalt consumption 6.1% Left and right, gather materials consumption 93.9% about;Basic unit is the thick cement stabilized macadam base 5 of 18cm, and material includes cement and lime, point Do not account for 50%, wherein underlayment is the thick cement cold in place recycling underlayment 6 of 18cm, and material is exactly mainly existing broken water Clod.
The above, be only preferred embodiment of the present utility model, not the utility model is made any formal Restriction although the utility model is disclosed above with preferred embodiment, but be not limited to the utility model, any ripe Know professional and technical personnel, in the range of without departing from technical solutions of the utility model, when in the technology of available the disclosure above Hold and make a little Equivalent embodiments changing or be modified to equivalent variations, as long as without departing from technical solutions of the utility model Hold, any simple modification, equivalent variations and modification above example made according to technical spirit of the present utility model, all still Belong in the range of technical solutions of the utility model.

Claims (6)

1. a kind of tail gas degradation environment protection pavement structure it is characterised in that:For layered composite structure, include envelope from top to bottom successively Layer, surface layer, basic unit and underlayment,
Described sealing is weatherability ERG epoxy resin crushed stone sealing(1);
Described surface layer is multi-layer compound structure, and described surface layer includes modified asphalt concrete upper layer from top to bottom successively(2)、 Surface layer in modified asphalt concrete(3)With rubber asphalt high-modulus asphalt concrete cutting optimal(4);
Described basic unit is cement stabilized macadam base(5);
Described underlayment is cement cold in place recycling underlayment(6);
Described weatherability ERG epoxy resin crushed stone sealing(1)Thickness be 5mm ~ 10mm.
2. tail gas degradation environment protection pavement structure according to claim 1 it is characterised in that:On described modified asphalt concrete Surface layer(2)Thickness be 3cm ~ 5cm.
3. tail gas degradation environment protection pavement structure according to claim 1 it is characterised in that:In described modified asphalt concrete Surface layer(3)Thickness be 5cm ~ 8cm.
4. tail gas degradation environment protection pavement structure according to claim 1 it is characterised in that:Described rubber asphalt high-modulus drip Blue or green concrete cutting optimal(4)Thickness be 7cm ~ 10cm.
5. tail gas degradation environment protection pavement structure according to claim 1 it is characterised in that:Described cement stabilized macadam base (5)Thickness be 16cm ~ 20cm.
6. the tail gas degradation environment protection pavement structure according to any one of claim 1 ~ 5 it is characterised in that:Described cement is on the spot Cold renewal underlayment(6)Thickness be 15cm ~ 20cm.
CN201620770184.4U 2016-07-20 2016-07-20 Tail gas degradation environmental protection road surface structure Withdrawn - After Issue CN205975251U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620770184.4U CN205975251U (en) 2016-07-20 2016-07-20 Tail gas degradation environmental protection road surface structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620770184.4U CN205975251U (en) 2016-07-20 2016-07-20 Tail gas degradation environmental protection road surface structure

Publications (1)

Publication Number Publication Date
CN205975251U true CN205975251U (en) 2017-02-22

Family

ID=58025700

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620770184.4U Withdrawn - After Issue CN205975251U (en) 2016-07-20 2016-07-20 Tail gas degradation environmental protection road surface structure

Country Status (1)

Country Link
CN (1) CN205975251U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107974892A (en) * 2017-11-14 2018-05-01 唐华国 A kind of environment protection pavement and its construction method
CN109852209A (en) * 2018-12-21 2019-06-07 浙江天池市政建设有限公司 A kind of environmentally friendly urban road removing vehicle exhaust

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107974892A (en) * 2017-11-14 2018-05-01 唐华国 A kind of environment protection pavement and its construction method
CN109852209A (en) * 2018-12-21 2019-06-07 浙江天池市政建设有限公司 A kind of environmentally friendly urban road removing vehicle exhaust
CN109852209B (en) * 2018-12-21 2021-02-23 浙江天池市政建设有限公司 Get rid of automobile exhaust's environment-friendly urban road

Similar Documents

Publication Publication Date Title
CN106186837A (en) A kind of high RAP volume high-performance warm-mixed recycled asphalt mixture and preparation method thereof
CN205975251U (en) Tail gas degradation environmental protection road surface structure
CN108118573A (en) A kind of resource regeneration full-transparency type asphalt pavement structure
CN111622043A (en) Drainage noise reduction type asphalt pavement paving structure
CN201574343U (en) Road surface structure lifted from old road surface
CN102795807A (en) High-definition asphalt pavement waste regeneration technology
KR100355700B1 (en) Manufacturing Methods of Surface Cold Asphalt Concrete Mixture Using Recycled Aggregate and Waste Glass Aggregates
CN205576675U (en) Road surface based on double -deck cold regeneration zone
CN201495466U (en) Roadbed constructed by utilizing recycled aggregate from brick and concrete construction waste
CN202323617U (en) Super-sticky seal coat for asphalt pavement
CN108083710A (en) A kind of production method of environmentally protective multifunctional concrete building block
CN209636579U (en) A kind of cold recycled asphalt road surface for mixing rubber powder convenient for microwave heating
CN202849894U (en) Hot in-place recycling asphalt pavement
CN208151794U (en) A kind of modified asphalt mixture road surface
CN211446431U (en) Regenerated hybrid fiber concrete floor tile
CN204385576U (en) A kind of energy-conservation road structure
CN205501759U (en) High density interlocking formula road surface integrated configuration
CN206928158U (en) A kind of emulsified asphalt cold-regenerated road surface structure
CN205420950U (en) Energy -conserving road surface structure
CN202658490U (en) Hot mix plant recycling bituminous mixture pavement
CN109400082B (en) Composite filling layer of high-speed railway plate-type ballastless track and construction method thereof
CN220550397U (en) Low-carbon anti-cracking asphalt pavement structure
CN215906481U (en) Road surface structure suitable for highway major-medium maintenance and regenerated by utilizing old road waste
CN221218358U (en) Micro-expansion anti-cracking steel slag pavement structure
CN216809418U (en) Old cement road surface 'white-to-black' overlay structure based on resonance rubble

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20170222

Effective date of abandoning: 20210220

AV01 Patent right actively abandoned

Granted publication date: 20170222

Effective date of abandoning: 20210220

AV01 Patent right actively abandoned
AV01 Patent right actively abandoned