CN109594447A - A kind of conductive porous cement concrete pavement and its laying method - Google Patents
A kind of conductive porous cement concrete pavement and its laying method Download PDFInfo
- Publication number
- CN109594447A CN109594447A CN201811611997.9A CN201811611997A CN109594447A CN 109594447 A CN109594447 A CN 109594447A CN 201811611997 A CN201811611997 A CN 201811611997A CN 109594447 A CN109594447 A CN 109594447A
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- CN
- China
- Prior art keywords
- cement concrete
- porous cement
- copper powder
- epoxy resin
- conductive
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- 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.)
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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
- E01C7/325—Joining different layers, e.g. by adhesive layers; Intermediate layers, e.g. for the escape of water vapour, for spreading stresses
-
- 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
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
- E01C11/226—Coherent pavings
-
- 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
- E01C11/24—Methods or arrangements for preventing slipperiness or protecting against influences of the weather
- E01C11/26—Permanently installed heating or blowing devices ; Mounting thereof
- E01C11/265—Embedded electrical heating elements ; Mounting thereof
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention provides a kind of conductive porous cement concrete pavement and its laying methods.The conductive porous cement concrete pavement includes the roadbed being successively laid with from bottom to top, roadbase, lower layer's porous cement concrete, upper layer porous cement concrete；A column grout compartment is respectively arranged with along corresponding at left and right sides of each lane center being pre-designed in lower layer's porous cement concrete, the perfusion of grout compartment described in each column is filled with epoxy resin and copper powder mixture, and grout compartment described in each column passes through conducting wire and is connected with the electrode plate for being embedded in roadside, the electrode plate is electrically connected with power supply unit；The epoxy resin and copper powder mixture heating power, rise pavement temperature.The design of epoxy resin and copper powder mixture makes to become continuous whole between conductive material, and the stability of conductive exothermal is good, while epoxy resin and copper powder mixture perfusion width are certain, reduce pave area and construction cost.
Description
Technical field
The present invention relates to a kind of conductive porous cement concrete pavement and its laying methods, belong to field of road.
Background technique
Driving and pedestrains safety under winter ice and snow weather are the basic demands on modern road surface, and road surface deicing avenges technology thus
It is one of the hot spot of road worker research in recent years.In various deicing technologies common at present, conductive asphalt road surface phase
To maturation, it is made by adding graphite or the conductive materials such as carbon fiber or steel fibre in the asphalt of road crust
The conductive energy of bituminous pavement.Using this electric conductivity, on road, table is made there are under conditions of ice and snow by being powered on road surface
It generates heat, and realizes deicing or snow melting, the purpose for being finally reached and improving road table antiskid performance, ensure safe driving and pedestrian.
But the defect on this conductive asphalt road surface is very prominent, is mainly shown as: (1) graphite, carbon fiber and steel fibre
Equal conductive materials are dispersed in asphalt, be frequently not between conductive material it is totally continuous, there are discontinuity position,
Cause the stability of road surface conduction not high；(2) due to asphalt, in pavement spread, width is larger, even half range road surface
It paves together, it is complete making on entire road surface that this, which results in the conductive asphalt mixture of making, although this improves road
The energization in face and heating effect, but the usage amount for also resulting in conductive material is larger, increases construction cost, increases conductive drip
The difficulty that green road surface promotes and applies；(3) in conductive asphalt road surface, the general making of conductive asphalt mixture is in surface layer, and road surface table
Layer tends to the damage such as cold cracking, reflection crack occur, these cracks make conductive asphalt mixture open circuit occur, make its funeral
Lose the effect of conductive heater.Therefore, it is necessary to develop a kind of novel conductive pavement structure.
Summary of the invention
The object of the present invention is to provide a kind of conductive porous cement concrete pavements, to overcome above-mentioned exist in the prior art
Defect or one of defect, guarantee that cement pavement can provide normal passport services under ice and snow weather for people.
To achieve the above object, the present invention adopts the following technical scheme:
A kind of conductive porous cement concrete pavement, including the porous water of roadbed, roadbase, lower layer being successively laid with from bottom to top
Cement concrete, upper layer porous cement concrete；Along corresponding to each vehicle being pre-designed in lower layer's porous cement concrete
A column grout compartment is respectively arranged at left and right sides of road center line, the perfusion of grout compartment described in each column is filled with epoxy resin and copper powder
Mixture, and grout compartment described in each column passes through conducting wire and is connected with the electrode plate for being embedded in roadside, the electrode plate is set with power supply
Standby electrical connection；The epoxy resin and copper powder mixture heating power, rise pavement temperature.
Further, the width of grout compartment described in each column is 0.5m.
Further, in 1-1.5m range at a distance from the middle part of two column grout compartments on each lane between the lane center
It is interior.
Further, a cross section is chosen every equal length along the road surface, each grouting on the cross section
The middle position in area is connected by conducting wire with electrode plate.
Further, the upper layer porous cement concrete with a thickness of 12cm, the thickness of lower layer's porous cement concrete
Degree is 12cm.
Further, the epoxy resin is bi-component epoxide-resin, and the copper powder is common conductive copper powder.
In addition, the present invention also provides a kind of laying method of conductive porous cement concrete pavement, this method include with
Lower step:
Successively making roadbed and roadbase from bottom to top；
The installation template on roadbase, pave lower layer's porous cement concrete；
In lower layer's porous cement concrete upper surface along each side picture for corresponding to each lane center being pre-designed
Two perfusion graticules, the region between two ipsilateral perfusion graticules constitute grout compartment；
The epoxy resin being stirred and copper powder mixture are uniformly paved on the grout compartment surface, shaken using plate compactor
Grouting, until the epoxy resin and copper powder mixture fully enter in the connectivity gap in grout compartment；
It drills in the middle position of grout compartment, conducting wire is accessed in the hole, and conducting wire is made to be connected with electrode plate, while using institute
It states epoxy resin and copper powder mixture and envelope is filled into fact in the hole；
Pave upper layer porous cement concrete on lower layer's porous cement concrete after completing the procedure.
Further, the method for the drilling includes: to choose a cross section every equal length along the road surface, to being located at
The middle position of each grout compartment on the cross section drills, the hole as access conducting wire.
Further, it will be located between two ipsilateral perfusion graticules and be set to 0.5m.
Further, by the distance controlling in the middle part of two column grout compartments on each lane between the lane center in 1-1.5m
In range.
Compared with prior art, the present invention has following advantageous effects:
1. the design of epoxy resin and copper powder mixture makes to become continuous whole between conductive material, there is no interruptions, lead
The stability of electricity fever is good；
2. the perfusion width of epoxy resin and copper powder mixture is certain, while guaranteeing to be powered with heating effect, booth is reduced
Paving product, reduces the popularization difficulty of construction cost and conductive porous cement concrete；
3. epoxy resin and copper powder mixture are poured into subcrust, while ensure that heating power effect, be not in
Phenomena such as cold cracking, reflection crack；
4. epoxy resin and copper powder mixture perfusion width are smaller, water barrier will not be formed in top course bottom, will not hindered
The downward discharge of surface gathered water, facilitates the snow-broth of rainwater and thawing that underground water is replenished in time.
Detailed description of the invention
Fig. 1 is the structure chart of the conductive porous cement concrete pavement of the embodiment of the present invention；
Fig. 2 is that the conductive porous cement concrete pavement of the embodiment of the present invention accesses the schematic diagram of conducting wire.
Wherein, 1 upper layer porous cement concrete；2 lower layer's porous cement concretes；3 grout compartments；4 roadbases；5 roadbeds；
6 perfusion graticules；7 holes；8 conducting wires；9 electrode plates.
Specific embodiment
The invention will be further described combined with specific embodiments below.Following embodiment is only used for clearly illustrating
Technical solution of the present invention, and not intended to limit the protection scope of the present invention.
It is a kind of conductive porous cement concrete pavement provided in an embodiment of the present invention as shown in Fig. 1 to 2.The conduction is more
Hole cement concrete pavement include the roadbed 5 being successively laid with from bottom to top, roadbase 4, lower layer's porous cement concrete 2, on
Layer porous cement concrete 1.Along corresponding to each lane center being pre-designed in lower layer's porous cement concrete 2
The left and right sides is respectively arranged with a column grout compartment 3, and the perfusion of grout compartment 3 described in each column is filled with epoxy resin and copper powder mixture,
And grout compartment 3 described in each column is connected by conducting wire 8 with the electrode plate 9 for being embedded in roadside.
Wherein, the col width of grout compartment 3 described in each column is 0.5m.Two column grout compartments, 3 middle part and the lane on each lane
The distance of centreline space is 1-1.5m.
When laying, first making roadbed 5 and roadbase 4, making are installed on 4 top of roadbase after the completion according to a conventional method
Template, the lower layer's porous cement concrete 2 for the 12cm thickness that paves.
After the completion of lower layer's porous cement concrete 2 paves, perfusion mark is drawn in 2 upper surface of lower layer's porous cement concrete
Line 6；, should be in the two perfusion graticules 6 of each side picture for each lane center being pre-designed when drawing perfusion graticule 6, and position
0.5m is spaced in two ipsilateral perfusion graticules 6；Region between two ipsilateral perfusion graticules 6 is grout compartment 3, Mei Geche
3 middle part of grout compartment on road and the distance controlling between the lane center are within the scope of 1-1.5m.
Epoxy resin and copper powder are stirred evenly using blender, the stable slurry of forming properties, and by its uniform stall with goods spread out on the ground for sale
It is layered on 3 surface of grout compartment at left and right sides of each lane center, vibration grouting is carried out using plate compactor, until the epoxy resin
It is fully entered with copper powder mixture in the connectivity gap inside lower layer's porous cement concrete 2.Wherein, the epoxy resin
Using bi-component epoxide-resin, copper powder common conductive copper powder.
Along road surface in the length interval every 500-1000m an optional cross section, in this cross section lane Shang Ge
The middle position of two sides grout compartment 3 drills, and conducting wire 8 is accessed in the hole 7 being drilled, by 8 other end of conducting wire and 9 phase of electrode plate
Even, it is embedded in roadside, fills the aperture in the hole 7 as electrified regulation electrode, and with the epoxy resin and copper powder mixture
Full envelope is real.Wherein, electrode plate 9 is stainless steel electrode plate.
It is finished to the whole packings in all holes in whole road surface 7, and after forming intensity, thick upper of the 12cm that can pave at an upper portion thereof
Layer porous cement concrete 1.After the completion of the pavement structure conserves in required time, the conductive porous cement concrete pavement
I.e. making is completed.
In the case where ice and snow weather, the electrode plate 9 for being embedded in roadside can be dug out, be connected with power supply unit, electric current is logical
Cross the epoxy resin that is perfused inside the electrode plate 9 and the conducting wire 8 conduction to the conductive porous cement concrete pavement with
In copper powder mixture, stablizes after the epoxy resin and copper powder mixture energization and generate heat, the heat generated is by under its periphery
Connectivity gap inside layer porous cement concrete 2 and the upper layer porous cement concrete 1 in portion disposed thereon is conducted to road surface, is made
The temperature on entire road surface rises.When pavement temperature rises to it is above freezing when, the ice and snow on road surface just starts to melt, thus ice-melt
Snow melting keeps the unimpeded of road；And ponding caused by ice dissolution is then more by the upper layer porous cement concrete 1, lower layer
A large amount of connectivity gaps discharge in hole cement concrete 2, to guarantee the drying property and road-ability on road surface.
Only in each lane, perfusion width is two column of 0.5m for the epoxy resin and copper powder mixture, and width is perfused
Can artificially control, will not in road surface water barrier formed below, thus when will not influence rainy day and snow melting road surface drainage it is smooth
It is logical.Two column, and two column asphalt mixtures modified by epoxy resin of each lane perfusion are perfused in the epoxy resin and copper powder mixture under each lane
The position of rouge and copper powder mixture substantially immediately below the tire of driving vehicle, even if thus when ice and snow is thicker, still can will
The ice and snow heating and melting of wheel lower part guarantees that road surface is unimpeded.
The present invention is disclosed with preferred embodiment above, so it is not intended to limiting the invention, all to take equivalent replacement
Or the scheme technical solution obtained of equivalent transformation, it falls within the scope of protection of the present invention.
Claims (10)
1. a kind of conductive porous cement concrete pavement, which is characterized in that including be successively laid with from bottom to top roadbed, Road Base
Layer, lower layer's porous cement concrete, upper layer porous cement concrete；It is pre- along corresponding in lower layer's porous cement concrete
A column grout compartment is respectively arranged at left and right sides of each lane center first designed, the perfusion of grout compartment described in each column is filled with ring
Oxygen resin and copper powder mixture, and grout compartment described in each column passes through conducting wire and is connected with the electrode plate for being embedded in roadside, the electricity
Pole plate is electrically connected with power supply unit；The epoxy resin and copper powder mixture heating power, rise pavement temperature.
2. conductive porous cement concrete pavement according to claim 1, which is characterized in that the width of grout compartment described in each column
Degree is 0.5m.
3. conductive porous cement concrete pavement according to claim 1, which is characterized in that two column on each lane fill
Starch area in the middle part of between the lane center at a distance within the scope of 1-1.5m.
4. conductive porous cement concrete pavement according to claim 1, which is characterized in that along the road surface every phase
A cross section is chosen with length, the middle position of each grout compartment on the cross section is connected by conducting wire with electrode plate.
5. conductive porous cement concrete pavement according to claim 1, which is characterized in that the upper layer honeycombed cement is mixed
Solidifying soil with a thickness of 12cm, lower layer's porous cement concrete with a thickness of 12cm.
6. conductive porous cement concrete pavement according to claim 1, which is characterized in that the epoxy resin is double groups
Divide epoxy resin, the copper powder is common conductive copper powder.
7. a kind of laying method of conductive porous cement concrete pavement, which comprises the following steps:
Successively making roadbed and roadbase from bottom to top；
The installation template on roadbase, pave lower layer's porous cement concrete；
In lower layer's porous cement concrete upper surface along each side picture for corresponding to each lane center being pre-designed
Two perfusion graticules, the region between two ipsilateral perfusion graticules constitute grout compartment；
The epoxy resin being stirred and copper powder mixture are uniformly paved on the grout compartment surface, shaken using plate compactor
Grouting, until the epoxy resin and copper powder mixture fully enter in the connectivity gap in grout compartment；
It drills in the middle position of grout compartment, conducting wire is accessed in the hole, and conducting wire is made to be connected with electrode plate, while using institute
It states epoxy resin and copper powder mixture and envelope is filled into fact in the hole；
Pave upper layer porous cement concrete on lower layer's porous cement concrete after completing the procedure.
8. the laying method of conductive porous cement concrete pavement according to claim 7, which is characterized in that the drilling
Method include: along the road surface every equal length choose a cross section, to be located at the cross section on each grout compartment
Middle position drill, as access conducting wire hole.
9. the laying method of conductive porous cement concrete pavement according to claim 7, which is characterized in that will be located at same
0.5m is set between two perfusion graticules of side.
10. the laying method of conductive porous cement concrete pavement according to claim 7, which is characterized in that will be each
Distance controlling in the middle part of two column grout compartments on lane between the lane center is within the scope of 1-1.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811611997.9A CN109594447A (en) | 2018-12-27 | 2018-12-27 | A kind of conductive porous cement concrete pavement and its laying method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811611997.9A CN109594447A (en) | 2018-12-27 | 2018-12-27 | A kind of conductive porous cement concrete pavement and its laying method |
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| Publication Number | Publication Date |
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| CN109594447A true CN109594447A (en) | 2019-04-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201811611997.9A Pending CN109594447A (en) | 2018-12-27 | 2018-12-27 | A kind of conductive porous cement concrete pavement and its laying method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP3739120A1 (en) * | 2019-05-15 | 2020-11-18 | Eiffage Infrastructures | Road with conductive interface, construction method and method for heating said road |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2428585A1 (en) * | 2000-11-16 | 2002-05-23 | Superior Graphite Co. | Electrically conductive pavement mixture |
| JP2008095286A (en) * | 2006-10-06 | 2008-04-24 | Aoyagi:Kk | Linear heating element, and snow-melting structure of existing road surface, using it |
| CN201158793Y (en) * | 2008-02-29 | 2008-12-03 | 王永祥 | AC electric heating type road and bridge snow cleaning device |
| KR20110068794A (en) * | 2009-12-16 | 2011-06-22 | 이철호 | Thermal interface material for snow removal including mixture of carbon nanotube, apparatus for forming thermal interface material and method for constructing thereof |
| CN102154969A (en) * | 2010-11-30 | 2011-08-17 | 哈尔滨工业大学 | Carbon nano-fibre paper heat-conduction concrete self-warming snow-melting deiceing road surface |
| CN102444070A (en) * | 2011-08-30 | 2012-05-09 | 武汉理工大学 | Double-layer stainless steel fiber conductive cement concrete |
| CN203462381U (en) * | 2013-09-09 | 2014-03-05 | 长沙学院 | Conductive concrete layer road |
| CN106638213A (en) * | 2016-11-09 | 2017-05-10 | 中铁局集团天津建设工程有限公司 | Cement road construction method |
| CN107190615A (en) * | 2017-05-19 | 2017-09-22 | 山东交通职业学院 | A kind of paving construction method of use graphene heating film |
-
2018
- 2018-12-27 CN CN201811611997.9A patent/CN109594447A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2428585A1 (en) * | 2000-11-16 | 2002-05-23 | Superior Graphite Co. | Electrically conductive pavement mixture |
| JP2008095286A (en) * | 2006-10-06 | 2008-04-24 | Aoyagi:Kk | Linear heating element, and snow-melting structure of existing road surface, using it |
| CN201158793Y (en) * | 2008-02-29 | 2008-12-03 | 王永祥 | AC electric heating type road and bridge snow cleaning device |
| KR20110068794A (en) * | 2009-12-16 | 2011-06-22 | 이철호 | Thermal interface material for snow removal including mixture of carbon nanotube, apparatus for forming thermal interface material and method for constructing thereof |
| CN102154969A (en) * | 2010-11-30 | 2011-08-17 | 哈尔滨工业大学 | Carbon nano-fibre paper heat-conduction concrete self-warming snow-melting deiceing road surface |
| CN102444070A (en) * | 2011-08-30 | 2012-05-09 | 武汉理工大学 | Double-layer stainless steel fiber conductive cement concrete |
| CN203462381U (en) * | 2013-09-09 | 2014-03-05 | 长沙学院 | Conductive concrete layer road |
| CN106638213A (en) * | 2016-11-09 | 2017-05-10 | 中铁局集团天津建设工程有限公司 | Cement road construction method |
| CN107190615A (en) * | 2017-05-19 | 2017-09-22 | 山东交通职业学院 | A kind of paving construction method of use graphene heating film |
Non-Patent Citations (2)
| Title |
|---|
| 张宏超: "《路面分析与结构设计》", 30 November 2013 * |
| 王欣: "导电环氧树脂混凝土研发及导电特性研究", 《中国学位论文全文数据库》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP3739120A1 (en) * | 2019-05-15 | 2020-11-18 | Eiffage Infrastructures | Road with conductive interface, construction method and method for heating said road |
| FR3096059A1 (en) * | 2019-05-15 | 2020-11-20 | Eiffage Infrastructures | PAVEMENT WITH A CONDUCTIVE INTERFACE, ITS CONSTRUCTION PROCESS AND A PROCESS FOR HEATING THIS PAVEMENT |
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Application publication date: 20190409 |
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