WO2021031734A1 - Assembled asphalt pavement structure having plastic base course, and construction technology thereof - Google Patents

Assembled asphalt pavement structure having plastic base course, and construction technology thereof Download PDF

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Publication number
WO2021031734A1
WO2021031734A1 PCT/CN2020/100936 CN2020100936W WO2021031734A1 WO 2021031734 A1 WO2021031734 A1 WO 2021031734A1 CN 2020100936 W CN2020100936 W CN 2020100936W WO 2021031734 A1 WO2021031734 A1 WO 2021031734A1
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WIPO (PCT)
Prior art keywords
layer
asphalt pavement
metal plate
plastic base
thermoelectric power
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PCT/CN2020/100936
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French (fr)
Chinese (zh)
Inventor
蒋玮
袁东东
沙爱民
肖晶晶
单金焕
鹿蓉
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长安大学
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Publication of WO2021031734A1 publication Critical patent/WO2021031734A1/en

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/24Methods or arrangements for preventing slipperiness or protecting against influences of the weather
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/32Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00Special pavings; Pavings for special parts of roads or airfields
    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02NELECTRIC MACHINES NOT OTHERWISE PROVIDED FOR
    • H02N11/00Generators or motors not provided for elsewhere; Alleged perpetua mobilia obtained by electric or magnetic means
    • H02N11/002Generators

Definitions

  • the invention belongs to the technical field of road engineering, and specifically relates to an assembled plastic base asphalt pavement structure and a construction process thereof.
  • Asphalt pavement has good performance such as smooth surface, no joints, comfortable driving, wear resistance, low vibration, low noise, easy maintenance and repair, etc. It is composed of asphalt as a binder to bond mineral materials to build the surface and various base layers. Pavement is the main form of pavement structure in my country. In the past 20 years, my country has built a considerable number of asphalt pavements, which are widely used on highways and urban roads. For asphalt pavement, according to the type of base material, it can be divided into flexible base asphalt pavement, rigid base asphalt pavement and semi-rigid base pavement asphalt pavement. The semi-rigid base asphalt pavement is soil or broken with inorganic binder such as cement and lime.
  • the base layer constructed by gravel and industrial waste slag containing hydraulic binder has the characteristics of high strength and low cost, which is more suitable for China's reality. Therefore, more than 99% of the asphalt pavement base layer in China is made of cement stabilized gravel and two ash. Stable semi-rigid materials such as pellets, but the semi-rigid base is prone to cracks, and under the combined action of load, ambient temperature and other factors, the cracks in the base will gradually extend to the surface layer, forming reflective cracks, and seriously affecting the performance of the road.
  • Pavement is an important component of the transportation system, so the development of intelligent pavement is the focus of achieving intelligent transportation system.
  • Literature 1 WANG Linbing, Wang Hanxiao, Zhao Qian, Yang Hailu, Zhao Hongduo, HUANG Baoshan. Development and prospects of intelligent pavement[J].China Journal of Highway and Transport,2019,32(04):50-72.
  • intelligent pavement Define intelligent pavement as specific It is composed of structural materials, perception networks, information centers, communication networks, and energy systems. It has multiple intelligent capabilities such as active perception, automatic discrimination, autonomous adaptation, and dynamic interaction, and can provide services for people, vehicles, and the environment.
  • the intelligent pavement architecture is divided into four levels, namely the information perception and acquisition layer, the information integration processing layer, the integrated service layer and the energy supply layer.
  • the energy supply layer refers to maintaining the operation of the intelligent system within the road area through self-supply. Specifically, it refers to the conversion of light energy, wind energy, heat energy, mechanical energy, etc. into electrical energy or direct use, and it is used as sensor devices, data base stations, Power supply for various road facilities and equipment such as traffic signs can also be used for road services such as melting snow and ice.
  • the present invention provides a prefabricated plastic base asphalt pavement structure and its construction process. Its purpose is to effectively solve the problem of reflective cracks caused by the semi-rigid base layer, reduce the construction cost of the asphalt pavement, and save The construction time ensures the construction quality of the asphalt pavement, reduces the maintenance cost of the asphalt pavement in the later stage, and combines the temperature difference power generation technology to realize the self-supply of the asphalt pavement.
  • a prefabricated plastic base asphalt pavement structure comprising a roadbed, a plastic base layer is laid on the roadbed, a heat insulation layer is laid on the plastic base layer, and a metal plate transition layer is laid on the heat insulation layer.
  • An asphalt pavement lower layer is paved on the metal plate transition layer, and an asphalt pavement upper layer is paved on the lower asphalt pavement layer.
  • a bonding layer for bonding the two is provided between the plastic base layer and the heat insulation layer; a metal plate rust removal layer is provided between the heat insulation layer and the metal plate transition layer, and A bonding layer for bonding the two is provided between the metal plate rust removal layer and the heat insulation layer; a metal plate rust removal layer is provided between the metal plate transition layer and the lower layer of the asphalt road surface, the metal plate A bonding layer for bonding the two is arranged between the rust removal layer and the lower layer of the asphalt pavement, and a bonding layer for bonding the two is arranged between the lower layer of the asphalt pavement and the upper layer of the asphalt pavement.
  • the metal plate transition layer extends over one or both sides of the road surface, and a plurality of thermoelectric power generation sheets are arranged on the extending portion of the metal plate transition layer, and a temperature reduction and cooling device is arranged on the thermoelectric power generation sheets.
  • the length of the metal plate transition layer protruding from the road surface is 10-12mm, the thermoelectric power generation sheets are evenly arranged along the driving direction, and the two adjacent thermoelectric power generation sheets are separated by 2-3mm; the metal plate transition The upper and lower end surfaces of the layer are provided with the thermoelectric power generation sheet, and the thermoelectric power generation sheet and the metal plate transition layer are pasted by thermally conductive silica gel; the cooling device and the thermoelectric power generation sheet are pasted by thermally conductive silica gel, and the cooling The cooling device is an aluminum cavity structure, and the temperature reduction and cooling device is connected with the drainage system of the road structure.
  • a protection device is provided on the cooling device.
  • the metal plate rust removal layer is epoxy zinc-rich paint;
  • the bonding layer provided between the metal plate rust removal layer and the lower layer of the asphalt pavement is a thermally conductive bonding layer, and the lower layer of the asphalt pavement is The bonding layer arranged between the upper layers of the asphalt pavement is a thermally conductive bonding layer.
  • the metal plate transition layer is provided with grooves for the metal plate transition layer, and the metal plate transition layer is a steel plate transition layer with a thickness of 10-15 mm and a length unit of 50 m.
  • the plastic base layer includes a number of plastic base units, each plastic base unit has a length of 10m and a thickness of 700-800mm. One end of each plastic base unit is provided with a groove, and the other end is provided with the recess. The grooves are matched with the convex block, and the grooves of the two adjacent plastic base units are connected with the convex block; the plastic base layer is a hollow structure, and the hollow structure is used for setting road ancillary facilities.
  • the road ancillary facilities include drainage pipes, transportation facilities cables and sensing devices, and the heat insulation layer is made of glass fiber reinforced polymer panels.
  • a construction process of an assembled plastic base asphalt pavement structure includes the following steps:
  • Step 1 Lay a plastic base layer on the roadbed
  • Step 2 Install road ancillary facilities in the plastic base layer
  • Step 3 Install the temperature difference power generation sheet and the cooling device on the lower surface of the metal plate transition layer on both sides of the plastic base layer;
  • Step 4 Set up an adhesive layer on the plastic base layer
  • Step 5 Lay a thermal insulation layer on the bonding layer
  • Step 6 Coating the metal plate rust removal layer on the upper and lower surfaces of the metal plate transition layer;
  • Step 7 Paste the hot end of the thermoelectric power sheet on the lower surface of the metal plate transition layer
  • Step 8 Lay an adhesive layer on the thermal insulation layer
  • Step 9 Coat the cold end of the thermoelectric power generation sheet on the lower surface of the metal plate transition layer with thermal silica gel
  • Step 10 Lay a metal plate transition layer on the bonding layer
  • Step 11 Coating a thermally conductive adhesive layer on the upper surface of the metal plate transition layer
  • Step 12 Lay the lower layer of asphalt pavement on the thermally conductive adhesive layer
  • Step 13 Coat a thermally conductive adhesive layer on the lower layer of the asphalt pavement
  • Step 14 Lay the top layer of asphalt pavement on the thermally conductive adhesive layer
  • Step 15 Paste the hot end of the thermoelectric power sheet on the upper surface of the metal plate transition layer
  • Step 16 Paste a cooling device on the hot end of the thermoelectric power generation sheet
  • Step 17 Connect the plastic drainage pipe in the hollow structure of the base layer to the cooling device;
  • Step 18 Set up a protection device on the cooling device.
  • a prefabricated plastic base asphalt pavement structure of the present invention includes a roadbed on which a plastic base layer is laid, and a thermal insulation layer is laid on the plastic base layer to isolate A metal plate transition layer is laid on the thermal layer, a lower asphalt pavement layer is laid on the metal plate transition layer, and an asphalt pavement upper layer is laid on the lower layer of the asphalt pavement.
  • the insulation layer is laid on the plastic base layer to ensure that the plastic base layer is in No irreversible deformation occurs during the construction of the asphalt pavement surface layer, thus effectively ensuring the durability of the pavement structure.
  • the metal plate is laid on the thermal insulation layer to effectively meet the requirements of the road load on the strength of the road surface.
  • the metal plate is installed on the double-layer asphalt pavement. The installation system ensures that the asphalt pavement has good deformation followability, durability and road performance. This structure innovatively applies plastics, metal plates, and thermal insulation layers to the road structure, and reasonably considers the vehicle load during the road service period. And the impact of temperature changes on the pavement.
  • the plastic base layer is used on the roadbed to replace the semi-rigid base layer in most existing asphalt pavements, which effectively solves the problem of reflective cracks caused by the semi-rigid base layer, reduces the construction cost of the asphalt pavement, saves construction time, and ensures the asphalt pavement
  • the construction quality has subverted the traditional thinking.
  • the plastic base material is made of waste plastic garbage.
  • a glass fiber reinforced polymer sheet thermal insulation layer can effectively isolate the welding temperature during the joint welding of the steel plate transition layer and the high temperature when the asphalt pavement surface layer is laid. It is transmitted downward through the steel plate transition layer to ensure that the plastic base layer is laid on the surface layer. It does not deform from time to time to ensure the stability and durability of the plastic base layer within the service life. At the same time, a large amount of heat will be accumulated on the steel plate transition layer during the use of the road surface to provide heat protection for the energy conversion module of the new asphalt pavement structure of the plastic base layer.
  • the metal plate transition layer protrudes on one or both sides of the road surface
  • a number of thermoelectric power generation sheets are arranged on the extending part of the metal plate transition layer
  • a temperature reduction and cooling device is arranged on the thermoelectric power generation sheets to realize the conversion of road thermal energy into electric energy. Effectively utilize the resources around the road, save energy, effectively reduce the temperature of the road surface, and extend the life of the road surface.
  • the present invention uses waste plastic waste in the road structure and combines the temperature difference power generation technology to achieve the realization of The use of waste generates electricity, resolves the overcapacity of steel, and realizes the development of "green” and "intelligent" asphalt pavement. It is easy to operate, short in construction period, and low in construction cost. It can be widely used in urban roads and expressways.
  • the metal plate transition layer extends from the road surface by 10-12 mm to meet the width of the curbstone of the pavement structure.
  • the thermoelectric power generation sheet, cooling device and protection device are installed on it, this part can directly replace the curbstone part of the pavement structure.
  • the overall cost of the road project is saved. This size fully considers the size of the current thermoelectric power generation chips on the market, and makes reasonable use of resources; the interval between two adjacent thermoelectric power generation chips is 2 to 3mm, and the thermal expansion and contraction of the metal plate are comprehensively considered
  • the phenomenon and the thermoelectric power generation capacity can effectively avoid the adverse effects of the thermal expansion and contraction of the metal plate on the too dense thermoelectric power generation sheet layout, and ensure the maximum power generation efficiency of thermoelectric power generation.
  • a protection device is provided on the temperature cooling device to prevent the temperature cooling device from being damaged.
  • a thermally conductive bonding layer is set between the upper and lower layers of asphalt, between the steel plate transition layer and the lower layer of the asphalt pavement, which speeds up the transfer of heat absorbed by the pavement surface layer to the steel plate transition layer, and quickly eliminates the impact of temperature stress on the asphalt pavement.
  • the influence of the structure ensures the stability and durability of the pavement structure.
  • the steel plate transition layer is provided with high thermal conductivity, which collects a large amount of heat from the road surface, provides heat for the energy conversion module, and has high strength, which provides a strong guarantee for the asphalt pavement surface layer, ensuring the stability, durability and smoothness of the asphalt pavement.
  • the construction is simple, the assembly is fast, and the construction time is saved.
  • the use of steel plates in the road can effectively resolve the overcapacity of steel and contribute to the "road" power to solve the overcapacity of the steel industry.
  • Energy conversion is set on the upper and lower surfaces of the extensions on both sides of the steel plate transition layer.
  • the module can maximize the conversion of the heat collected by the steel transition layer into electric energy, quickly dissipate the temperature stress, and ensure the stability of the asphalt pavement.
  • the generated electric energy can provide electric energy for intelligent road monitoring sensors, traffic facility lighting, etc. The development trend of road "intelligence".
  • the plastic base layer includes a number of plastic base units, each of which has a length of 10m. One end of each plastic base unit is provided with a groove, and the other end is provided with a bump matching the groove. The grooves and bumps of the two plastic base units are connected together.
  • This structural design can make the plastic base structure more stable and firm, and ensure the flatness of the plastic base.
  • the thickness of the plastic base is 700-800mm, and the plastic base
  • the base layer is a hollow structure.
  • the hollow structure is used to set up road ancillary facilities.
  • the road ancillary facilities include drainage pipes, transportation facilities cables and sensing devices.
  • the hollow structure is equipped with drainage pipes, transportation facilities cables, and sensing devices to ensure Based on the strength of the base layer, the space structure within the road area is effectively used, avoiding the cumbersome burying of pipes in the roadbed of the existing pavement structure. Drainage pipes, transportation facilities cables, and sensing devices are directly installed in the plastic base layer. Reduce the cost of road engineering and effectively save construction time.
  • the glass fiber reinforced polymer board is selected for the heat insulation layer, which is economical and applicable and saves costs.
  • the present invention is a construction process for a prefabricated plastic base asphalt pavement structure.
  • Step one adopts split assembly to ensure the assembly quality and speed up the assembly progress.
  • the four corners of the plastic base are fixed by stainless steel screws to ensure the stability of the plastic base.
  • It uses steel wheel rollers to smooth the surface of the plastic base layer; after step one is completed, install drainage pipes, transportation facilities cables, sensing devices, etc., to ensure the drainage of the road during the construction process and damage the surrounding environment Small, use grouting glue to make the plastic base layer installed with drainage pipes, transportation facilities cables, sensor devices, etc. form a stable overall structure; step three, use poured cement concrete vertical piles to fix the temperature difference of the lower surface of the steel plate transition layer to generate electricity The cooling and cooling device of the chip is stable and reliable.
  • Step 4 adopts epoxy resin bonding material to comprehensively consider the bonding Material performance and engineering cost. Controlling the thickness of the bonding layer is to control the fluidity of the bonding material and ensure the bonding performance of the bonding material.
  • Step 5 Prefabricating glass fiber reinforced polymer sheets in the prefabrication center saves cost, and uses split installation to ensure The installation quality speeds up the installation progress.
  • step 6 ensures the reliability of the bonding of the steel plate transition layer; proceed after step 6 Step seven is easy to operate in subsequent steps to ensure coordinated and orderly construction; Step eight fully considers the curing time of thermally conductive silicone, which saves construction time.
  • Controlling the thickness of the bonding layer is to control the fluidity of the bonding material and ensure the bonding of the bonding material Performance;
  • Step 9 first apply thermal silica gel to directly paste it with the cooling device when paving the steel plate;
  • Step 10 adopts split installation to ensure the installation quality, and uses seamless welding to ensure the overall stability of the steel plate;
  • Steps From eleventh to fourteenth steps are to paint the adhesive first, control the thickness of the adhesive layer, shorten the curing time, and then pave and compact the asphalt mixture, following the construction steps of the ordinary asphalt pavement surface layer; in the new asphalt pavement surface layer After the structure is paved and compacted, the thermoelectric power generation sheet will be pasted to ensure that the thermoelectric power generation sheet will not be squeezed or damaged during the construction process, which will cause damage before use.
  • the thermally conductive silica gel pasting the thermoelectric power generation sheet will be cooled after curing.
  • the installation of the cooling device helps to ensure the quality and integrity of the installation; after the cooling and cooling device is installed, the drain pipe and the cooling and cooling device are connected first after the thermal silica gel is solidified, and then the cooling and cooling device is fixed. The arrangement is reasonable and saving Time is conducive to construction progress.
  • the present invention uses plastic base layer instead of semi-rigid base layer, and cleverly uses thermoelectric power generation technology, realizes the "green” and “intelligent” development of asphalt pavement, fully realizes waste recycling and reuse, and saves resources It protects the environment, realizes the energy conversion within the road area to the greatest extent, converts inexhaustible solar energy into electrical energy, provides electrical energy for road traffic facilities, and can also provide electrical energy for sensing devices and charging cars , Is a kind of intelligent pavement; its application method is reasonable in construction steps and linked together, which saves construction costs to the greatest extent, saves construction time, and ensures construction quality.
  • Figure 1 is a schematic diagram of the overall structure of the present invention.
  • Figure 2 is the connection method of the fabricated plastic base layer of the present invention
  • FIG. 3 is a schematic diagram of the cooling device and protection device of the present invention.
  • Figure 4 is a schematic diagram of the glass fiber reinforced polymer sheet of the present invention.
  • Figure 5 is a schematic diagram of the transition layer of the metal plate of the present invention.
  • a prefabricated plastic base asphalt pavement structure includes a roadbed 1, a plastic base layer 2 is paved on the roadbed 1, a thermal insulation layer 3 is paved on the plastic base layer 2, and a plastic base layer 2 and A bonding layer 7 for bonding the two is arranged between the thermal insulation layer 3, and a metal plate transition layer 4 is laid on the thermal insulation layer 3.
  • the metal plate transition layer 4 partially extends out of the road surface on both sides perpendicular to the road direction.
  • the thermoelectric power generation sheet 42 is pasted on both sides of the plate transition layer 4, and the other end of the thermoelectric power generation sheet 42 is bonded with a cooling and cooling device 41.
  • the cooling and cooling device 41 is provided with a protection device 43, and the thermal insulation layer 3 is in transition with the metal plate.
  • Layer 4 is provided with a bonding layer 7 and a metal plate derusting layer 8.
  • the metal plate derusting layer 8 is placed on the bonding layer 7, the metal plate transition layer 4 is laid on the asphalt pavement lower layer 5, the metal plate transition layer 4 and the asphalt pavement A metal plate derusting layer 8 and a thermally conductive adhesive layer 7 are arranged between the lower layer 5.
  • the thermally conductive adhesive layer 7 is provided on the metal plate rust removing layer 8.
  • the asphalt pavement upper layer 5 is paved with an asphalt pavement upper layer 6, asphalt A thermally conductive adhesive layer 7 is provided between the upper layer 6 of the road surface and the lower layer 5 of the asphalt road surface.
  • the plastic base layer 2 is 700-800mm thick, and the plastic base layer 2 is general plastic and engineering plastics.
  • General plastics include polyvinyl chloride, polyethylene, polypropylene, polystyrene, ABS, and engineering plastics. Including polyamide, polycarbonate, polyoxymethylene, polyester, and polyphenylene ether.
  • the plastic base layer 2 includes several plastic base units, each of which has a length of 10m and a thickness of 700-800mm , One end of each plastic base unit is provided with a groove, and the other end is provided with a bump matching the groove, and the grooves of two adjacent plastic base units are connected with the bumps; the plastic base 2 adopts a hollow design ,
  • the hollow structure is used to set up road ancillary facilities 21, the road ancillary facilities 21 include drainage pipes, transportation facilities cables and sensing devices.
  • the heat insulation layer 3 is made of glass fiber reinforced polymer plates with a thickness of 5-10 mm and a length unit of 20 m.
  • the fine aggregate 31 sprinkled on the glass fiber reinforced polymer plate heat insulation layer 3 has a particle size of 2.36 to 4.75 mm.
  • the bonding layer 7 is made up of 90-100 parts of bisphenol A epoxy resin, 5-10 parts of carboxyl liquid nitrile rubber, and 30-40 parts of polyamide as raw materials in parts by weight;
  • the metal plate transition layer 4 is steel plate Transition layer, the thickness of the steel plate transition layer is 10-15mm, with 50m as a length unit, using Q345D steel, the steel plate transition layer extends out of the road 10-12mm on both sides perpendicular to the road driving direction;
  • the thermoelectric power generation sheet 42 is spaced 2 along the road driving direction ⁇ 3mm paste, using thermal silica gel paste, the protection device 43 uses channel steel.
  • the metal plate rust removal layer 8 is made of epoxy zinc-rich paint;
  • the thermally conductive bonding layer 7 is made of 90-100 parts of bisphenol A epoxy resin, 10-20 parts of carboxyl liquid nitrile rubber, and 1,4-butanediol dishrink 10-20 parts of glyceryl ether, 30-40 parts of polyamide, 1-2 parts of ⁇ -(2,3-glycidoxy)propyltrimethoxysilane, 2,4,6-tris(dimethylaminomethyl) ) 5-10 parts of phenol and 150-200 parts of carbon nanotubes are prepared as raw materials in parts by weight; the cooling device 41 is connected with the drainage pipe.
  • a construction process of a fabricated plastic-based asphalt pavement structure includes the following steps:
  • Step one measurement lofting and plastic base layer laying
  • the measurement setting out is as follows: According to the site construction drawing, release the centerline and sideline on the roadbed 1, and ensure that the roadbed is flat and clean, and proceed to the next process after the site supervision engineer confirms it.
  • the laying of the plastic base layer 2 is as follows:
  • waste plastics are recycled and crushed, and processed in the processing center according to the design drawings to process the fabricated hollow structural panel, and its compressive strength should meet the requirements of the specification.
  • the plastic base plate After the plastic base plate is processed and formed, it is loaded into a transport vehicle and transported to the construction site.
  • the road repair vehicle is used for direct assembly and split assembly.
  • Each piece of plastic base hollow structural plate is assembled, and the plastic base is fixed with stainless steel screws.
  • the four corners of the board are in the roadbed 1.
  • a steel wheel roller is used to roll the plastic base layer 2 for 3 to 5 times.
  • Step 2 Laying drainage pipes, transportation facilities cables, and sensing devices
  • the gaps between each plastic base plate shall be filled with potting glue. After pouring, the surface of the plastic base layer 2 shall be cleaned immediately to ensure that the plastic base layer 2 is clean, tidy.
  • Step 3 Install the cooling device on the lower surface of the steel plate transition layer
  • the vertical pile cement concrete mixing adopts the factory mixing method, the ingredients are accurate, and the mixing is uniform; after the mixing is completed, it is transported to the construction site for the cement concrete vertical pile pouring.
  • the pouring adopts vibration pouring, and the cement concrete vertical pile depth is 200-300mm.
  • the cooling and cooling device is welded to the upper part of the cement concrete vertical pile to ensure that the upper surface of the temperature difference power generation sheet cooling and cooling device is flush with the surface of the plastic base layer.
  • Step 4 Coating the bonding layer between the plastic base layer and the transition layer of the steel plate
  • the thickness of the bonding layer is controlled to be 2 ⁇ 3mm, and the amount of bonding layer must be calculated first, which is calculated as a unit for every 10m of the entire road surface.
  • Step 5 laying glass fiber reinforced polymer board insulation layer
  • Prefabricated glass fiber reinforced polymer panels in the designated prefabrication center according to the design drawings are 5-10mm thick, and fine particles with a particle diameter of 2.36 ⁇ 4.75mm are sprinkled on the thermal insulation layer of the glass fiber reinforced polymer panels. Aggregate.
  • the glass fiber reinforced polymer board After the glass fiber reinforced polymer board is preformed, it is loaded into a transportation vehicle and transported to the construction site.
  • the road repair vehicle is used for split assembly. The assembly must be completed before the curing of the bonding layer in step 4.
  • the gap between each glass fiber reinforced polymer board is filled with potting glue, and the glass fiber is added to the surface of the polymer board immediately after the pouring is completed to ensure that the surface of the glass fiber reinforced polymer board is clean ,tidy.
  • the epoxy zinc-rich paint is uniformly coated on the upper and lower surfaces of the transition layer of the steel plate with a paint brush, and the thickness of the epoxy zinc-rich paint is controlled to be 1 to 2 mm.
  • Step 7 Paste the temperature difference power generation sheet on the lower surface of the steel plate transition layer
  • the thermally conductive silica gel is evenly coated on the hot end of the thermoelectric power generation sheet, and then the hot end of the thermally conductive silica gel coated thermal power generation sheet is pasted on the lower surface of the steel plate transition layer.
  • Step 8 Coating the bonding layer between glass fiber reinforced polymer board and steel plate transition layer
  • the thickness of the bonding layer is controlled to be 2 ⁇ 3mm, and the amount of bonding layer must be calculated first, which is calculated as a unit for every 10m of the entire road surface.
  • step 7 After performing step 7 for 12-18 hours, after the thermal silica gel is cured, apply the prepared bonding material on the surface of the dry and clean glass fiber reinforced polymer board with a brush at room temperature, and use the brush to brush on the glass fiber reinforced polymer Brush the surface of the board 3 to 4 times to ensure the uniformity of the bonding material coating.
  • the time interval for brushing depends on the timely environment.
  • Step 9 Coating the cold end of the thermoelectric power generation sheet
  • thermoelectric power sheet Use cleaning paper to treat the cold end surface of the thermoelectric power sheet to keep the cold end surface of the thermoelectric power sheet clean and free of grease, dirt, etc.
  • thermoelectric power sheet Coat the thermal silica gel evenly on the cold end of the thermoelectric power sheet.
  • Step 10 laying steel plate transition layer
  • thermoelectric power sheet coated with thermally conductive silica gel on the upper surface of the cooling device.
  • the gap between the transition layers of steel plates is connected by welding.
  • Step 11 Coating the steel plate transition layer and the thermal conductive bonding layer under the asphalt pavement
  • the thickness of the thermally conductive adhesive layer is controlled to be 2 ⁇ 3mm, and the amount of the adhesive layer must be calculated first. It is calculated as a unit for every 10m of the entire road surface.
  • the time interval of brushing depends on the timely environment.
  • Step 12 Lay the lower layer of asphalt pavement
  • the mixture of the lower layer of asphalt mixture is prepared by an asphalt mixing station and transported to the construction site by vehicles.
  • the transportation conditions of the mixture of the lower layer of asphalt pavement are the same as those of ordinary road asphalt mixture;
  • a steel drum roller is used to roll it for 2 to 3 times, followed by a rubber roller for 2 to 3 times, and finally a vibrating roller for static pressure for 2 to 3 times.
  • Step 13 Coating the lower layer of the asphalt pavement and the upper layer of the asphalt pavement with a thermally conductive adhesive layer
  • the thickness of the thermally conductive adhesive layer is controlled to be 2 ⁇ 3mm, and the amount of the adhesive layer must be calculated first. It is calculated as a unit for every 10m of the entire road surface.
  • Step 14 Laying the upper layer of asphalt pavement
  • the upper layer of the asphalt mixture is mixed by the asphalt mixing station and then transported to the construction site by vehicles.
  • the transportation conditions of the upper layer of the asphalt pavement are the same as the ordinary road asphalt mixture;
  • a steel drum roller is used to roll it for 2 to 3 times, followed by a rubber roller for 2 to 3 times, and finally a vibrating roller for static pressure for 2 to 3 times.
  • Step 15 Paste the temperature difference power generation sheet on the upper surface of the steel plate transition layer
  • the thermally conductive silica gel is evenly coated on the hot end of the thermoelectric power generation sheet, and then the hot end of the thermally conductive silica gel coated thermal power generation sheet is pasted on the upper surface of the steel plate transition layer.
  • Step 16 Paste the cold end of the thermoelectric power sheet
  • step 15 After performing step 15 for 12 to 18 hours, wipe the cold end of the thermoelectric power generation sheet and the lower surface of the cooling device to keep the cold end of the thermoelectric power generation sheet and the lower surface of the cooling device clean and clean.
  • thermoelectric power generation sheet The thermally conductive silica gel is evenly coated on the cold end of the thermoelectric power generation sheet, and the cold end of the thermoelectric power generation sheet is pasted on the lower surface of the cooling device.
  • Step 17 Connect the cooling device and the drainage pipe
  • the cooling device After performing step 16 for 12 to 18 hours, the cooling device is connected to the drainage pipe in the hollow structure of the plastic base layer.
  • the formed plastic base layer slabs are loaded into the transportation vehicle and transported to the construction site.
  • the road repairing vehicle is used to assemble each piece of plastic base slab, and the four corners of the plastic base layer are fixed in the roadbed with stainless steel screws. , Then use a steel wheel roller to roll three times; then install drainage pipes, transportation facilities cables, and sensing devices in the plastic base hollow structure according to the design drawings, and use steel bars to weld the pipes to the drainage pipes and transportation facilities.
  • the cable and the sensing device are separated by a plastic partition, and then the gap between each plastic base plate is poured with a potting glue.
  • the surface of the plastic base is cleaned immediately after the pouring is completed to ensure that the plastic base is clean and tidy; pipeline installation After completion, use vibration method to pour cement concrete vertical piles on both sides of the plastic base layer.
  • the depth of the cement concrete vertical pile is 200mm.
  • the temperature difference power generation sheet cooling device on the lower surface of the steel plate transition layer is welded to the cement concrete pile to make the upper surface of the cooling device Flush with the surface of the plastic base layer; use 90 parts of bisphenol A epoxy resin, 5 parts of carboxyl liquid nitrile rubber, and 30 parts of polyamide as raw materials to prepare the bonding material in parts by weight.
  • the prepared bonding material is coated on the surface of the dry and clean plastic base layer, and the plastic base layer surface is brushed 3 times with a brushing brush to control the thickness of the bonding layer 2mm;
  • the glass fiber reinforced polymer board is prefabricated in the designated prefabrication center according to the design drawings ,
  • the thickness of the glass fiber reinforced polymer board heat insulation layer is 5mm, and the fine aggregate with a particle size of 2.36 ⁇ 4.75mm is sprinkled on the glass fiber reinforced polymer board heat insulation layer, and the prefabricated glass fiber reinforced polymer board heat insulation layer Transport to the construction site, use a road repairing vehicle to split and assemble, and then use potting glue to pour the gap between each glass fiber reinforced polymer board.
  • Reinforce the surface of the polymer board use a brush to paint the surface of the plastic base layer 3 times to control the thickness of the bonding layer 2mm; treat the cold end surface of the thermoelectric power generation sheet with cleaning paper, keep the cold end surface of the thermoelectric power generation sheet clean, and heat the silica gel Evenly coat the cold end of the thermoelectric power generation sheet; use road repair vehicles to carry and install the steel plate transition layer , Form staggered seams on the surface of the glass fiber reinforced polymer sheet, paste the cold end of the thermoelectric power sheet coated with thermally conductive silica gel on the upper surface of the cooling device, and connect the gap between the transition layers of the steel plate by welding; use bisphenol A 90 parts of type epoxy resin, 10 parts of carboxyl liquid nitrile rubber, 10 parts of 1,4-butanediol diglycidyl ether, 30 parts of polyamide, ⁇ -(2,3-glycidoxy)propyl trimethoxy 1 part of base silane, 5 parts of 2,4,6-tris(dimethyl
  • thermoelectric power sheet After 12 hours, use a brush at room temperature to remove The prepared thermally conductive bonding material is coated on the surface of the lower layer of epoxy asphalt concrete, and the surface of the lower layer of epoxy asphalt concrete is painted 3 times with a brush; the upper layer of asphalt pavement is laid, and the upper layer is made of epoxy asphalt concrete; Treat the hot end surface of the thermoelectric power sheet with paper to keep the surface of the hot end of the thermoelectric power sheet clean, evenly coat the hot end of the thermoelectric power sheet, and paste it on the upper surface of the steel plate transition layer; wipe the thermoelectric power sheet cool after 12 hours To keep the cold end of the thermoelectric power generation sheet and the lower surface of the cooling device clean, apply thermally conductive silica gel to the cold end of the thermoelectric power generation sheet evenly, and paste it on the lower surface of the temperature reduction and cooling device; after 12 hours, it will be connected to the cooling and cooling device.
  • the drainage pipe in the hollow structure of the device and the plastic base layer cover the protection device, and fix the bottom of the protection device with stainless steel screws.
  • the formed plastic base layer slabs are loaded into the transportation vehicle and transported to the construction site.
  • the road repairing vehicle is used to assemble each piece of plastic base slab, and the four corners of the plastic base layer are fixed in the roadbed with stainless steel screws. , Then use a steel wheel roller to roll three times; then install drainage pipes, transportation facilities cables, and sensing devices in the plastic base hollow structure according to the design drawings, and use steel bars to weld the pipes to the drainage pipes and transportation facilities.
  • the cable and the sensing device are separated by a plastic partition, and then the gap between each plastic base plate is poured with a potting glue.
  • the surface of the plastic base is cleaned immediately after the pouring is completed to ensure that the plastic base is clean and tidy; pipeline installation After completion, use vibration method to pour cement concrete vertical piles on both sides of the plastic base layer.
  • the depth of the cement concrete vertical pile is 200mm.
  • the temperature difference power generation sheet cooling device on the lower surface of the steel plate transition layer is welded to the cement concrete pile to make the upper surface of the cooling device Flush with the surface of the plastic base layer; use 100 parts of bisphenol A epoxy resin, 10 parts of carboxyl liquid nitrile rubber, and 40 parts of polyamide as raw materials to prepare the bonding material in parts by weight.
  • the prepared bonding material is coated on the surface of the dry and clean plastic base layer, and the plastic base layer surface is painted 4 times with a brushing brush to control the thickness of the bonding layer 2mm;
  • the glass fiber reinforced polymer board is prefabricated in the designated prefabrication center according to the design drawings ,
  • the thickness of the glass fiber reinforced polymer board heat insulation layer is 5mm, and the fine aggregate with a particle size of 2.36 ⁇ 4.75mm is sprinkled on the glass fiber reinforced polymer board heat insulation layer, and the prefabricated glass fiber reinforced polymer board heat insulation layer Transport to the construction site, use a road repairing vehicle to split and assemble, and then use potting glue to pour the gap between each glass fiber reinforced polymer board.
  • thermoelectric power sheet coated with thermal silica gel is pasted on the upper surface of the cooling device, and the gap between the steel plate transition layer is connected by welding; 100 parts of bisphenol A epoxy resin, 20 parts of carboxyl liquid nitrile rubber, 20 parts of 1,4-butanediol diglycidyl ether, 40 parts of polyamide, ⁇ -(2,3-epoxypropoxy) propylene 2 parts of trimethoxysilane, 10 parts of 2,4,6-tris(dimethylaminomethyl)phenol, and 200 parts of carbon nanotubes are used as raw materials to prepare a thermally conductive bonding material based on parts by weight, and use it at room temperature after 18 hours Apply the prepared thermally conductive bonding material on the surface of the clean steel plate transition layer with a rubber brush, and use a rubber brush to paint the surface of the steel plate transition layer 3 times; pave the lower layer of the asphalt pavement, and use epoxy asphalt concrete for the lower layer; 100 parts of phenol A epoxy resin, 20 parts of
  • Glue brush is to coat the prepared thermally conductive bonding material on the surface of the lower layer of epoxy asphalt concrete, and use the glue brush to paint the surface of the lower layer of epoxy asphalt concrete 4 times; to lay the upper layer of asphalt pavement, the upper layer uses epoxy asphalt concrete ; Treat the hot end surface of the thermoelectric power sheet with cleaning paper, keep the surface of the hot end of the thermoelectric power sheet clean, evenly coat the thermally conductive silica gel on the hot end of the thermoelectric power sheet, and paste it on the upper surface of the steel plate transition layer; wipe the temperature difference after 18h The cold end of the power generation sheet and the lower surface of the cooling device, keep the cold end of the thermoelectric power generation sheet and the lower surface of the cooling device clean, evenly coat the thermal silica gel on the cold end of the thermoelectric power generation sheet, and paste it on the lower surface of the cooling device; after 18h Connect the cooling and cooling device with the drainage pipe in the plastic base hollow structure; cover the protection device, and fix the bottom of the protection device with
  • the formed plastic base layer slabs are loaded into the transportation vehicle and transported to the construction site.
  • the road repairing vehicle is used to assemble each piece of plastic base slab, and the four corners of the plastic base layer are fixed in the roadbed with stainless steel screws. , Then use a steel wheel roller to roll three times; then install drainage pipes, transportation facilities cables, and sensing devices in the plastic base hollow structure according to the design drawings, and use steel bars to weld the pipes to the drainage pipes and transportation facilities.
  • the cable and the sensing device are separated by a plastic partition, and then the gap between each plastic base plate is poured with a potting glue.
  • the surface of the plastic base is cleaned immediately after the pouring is completed to ensure that the plastic base is clean and tidy; pipeline installation After completion, use vibration method to pour cement concrete vertical piles on both sides of the plastic base layer.
  • the depth of the cement concrete vertical pile is 200mm.
  • the temperature difference power generation sheet cooling device on the lower surface of the steel plate transition layer is welded to the cement concrete pile to make the upper surface of the cooling device Flush with the surface of the plastic base layer; use 90 parts of bisphenol A epoxy resin, 5 parts of carboxyl liquid nitrile rubber, and 30 parts of polyamide as raw materials to prepare the bonding material in parts by weight.
  • the prepared bonding material is coated on the surface of the dry and clean plastic base layer, and the plastic base layer surface is brushed 3 times with a brushing brush to control the thickness of the bonding layer 2mm;
  • the glass fiber reinforced polymer board is prefabricated in the designated prefabrication center according to the design drawings ,
  • the thickness of the glass fiber reinforced polymer board heat insulation layer is 5mm, and the fine aggregate with a particle size of 2.36 ⁇ 4.75mm is sprinkled on the glass fiber reinforced polymer board heat insulation layer, and the prefabricated glass fiber reinforced polymer board heat insulation layer Transport to the construction site, use a road repairing vehicle to split and assemble, and then use potting glue to pour the gap between each glass fiber reinforced polymer board.
  • the surface of the object board is clean and tidy; sand the upper and lower surfaces of the steel plate with sandpaper to keep the surface of the steel plate clean, and evenly coat the upper and lower surfaces of the transition layer of the steel plate with epoxy zinc-rich paint with a paint brush, and control the thickness of the epoxy zinc-rich paint to 2mm ; Treat the hot end surface of the thermoelectric power sheet with cleaning paper, keep the surface of the hot end of the thermoelectric power sheet clean, evenly coat the hot end of the thermoelectric power sheet, and paste it on the lower surface of the steel plate transition layer; use bisphenol A 90 parts of type epoxy resin, 5 parts of carboxyl liquid nitrile rubber, and 30 parts of polyamide are used as raw materials to prepare bonding materials in parts by weight.
  • the formed plastic base layer slabs are loaded into the transportation vehicle and transported to the construction site.
  • the road repairing vehicle is used to assemble each piece of plastic base slab, and the four corners of the plastic base layer are fixed in the roadbed with stainless steel screws. , Then use a steel wheel roller to roll three times; then install drainage pipes, transportation facilities cables, and sensing devices in the plastic base hollow structure according to the design drawings, and use steel bars to weld the pipes to the drainage pipes and transportation facilities.
  • the cable and the sensing device are separated by a plastic partition, and then the gap between each plastic base plate is poured with a potting glue.
  • the surface of the plastic base is cleaned immediately after the pouring is completed to ensure that the plastic base is clean and tidy; pipeline installation After completion, use vibration method to pour cement concrete vertical piles on both sides of the plastic base layer.
  • the depth of the cement concrete vertical pile is 200mm.
  • the temperature difference power generation sheet cooling device on the lower surface of the steel plate transition layer is welded to the cement concrete pile to make the upper surface of the cooling device Flush with the surface of the plastic base layer; use 100 parts of bisphenol A epoxy resin, 10 parts of carboxyl liquid nitrile rubber, and 40 parts of polyamide as raw materials to prepare the bonding material in parts by weight.
  • the prepared bonding material is coated on the surface of the dry and clean plastic base layer, and the plastic base layer surface is painted 4 times with a brushing brush to control the thickness of the bonding layer 2mm;
  • the glass fiber reinforced polymer board is prefabricated in the designated prefabrication center according to the design drawings ,
  • the thickness of the glass fiber reinforced polymer board heat insulation layer is 5mm, and the fine aggregate with a particle size of 2.36 ⁇ 4.75mm is sprinkled on the glass fiber reinforced polymer board heat insulation layer, and the prefabricated glass fiber reinforced polymer board heat insulation layer Transport to the construction site, use a road repairing vehicle to split and assemble, and then use potting glue to pour the gap between each glass fiber reinforced polymer board.
  • thermoelectric power sheet coated with thermal silica gel is pasted on the upper surface of the cooling device, and the gap between the steel plate transition layer is connected by welding; 100 parts of bisphenol A epoxy resin, 20 parts of carboxyl liquid nitrile rubber, 20 parts of 1,4-butanediol diglycidyl ether, 40 parts of polyamide, ⁇ -(2,3-epoxypropoxy) propylene 2 parts of trimethoxysilane, 10 parts of 2,4,6-tris(dimethylaminomethyl)phenol, and 200 parts of carbon nanotubes are used as raw materials to prepare a thermally conductive bonding material based on parts by weight, and use it at room temperature after 18 hours Apply the prepared thermally conductive bonding material on the surface of the clean steel plate transition layer with a rubber brush, and use a rubber brush to paint the surface of the steel plate transition layer 3 times; pave the lower layer of the asphalt pavement, and use SBS modified asphalt SMA for the lower layer; 100 parts of bisphenol A epoxy resin,
  • the formed plastic base layer slabs are loaded into the transportation vehicle and transported to the construction site.
  • the road repairing vehicle is used to assemble each piece of plastic base slab, and the four corners of the plastic base layer are fixed in the roadbed with stainless steel screws. , Then use a steel wheel roller to roll three times; then install drainage pipes, transportation facilities cables, and sensing devices in the plastic base hollow structure according to the design drawings, and use steel bars to weld the pipes to the drainage pipes and transportation facilities.
  • the cable and the sensing device are separated by a plastic partition, and then the gap between each plastic base plate is poured with a potting glue.
  • the surface of the plastic base is cleaned immediately after the pouring is completed to ensure that the plastic base is clean and tidy; pipeline installation After completion, use vibration method to pour cement concrete vertical piles on both sides of the plastic base layer.
  • the depth of the cement concrete vertical pile is 200mm.
  • the temperature difference power generation sheet cooling device on the lower surface of the steel plate transition layer is welded to the cement concrete pile to make the upper surface of the cooling device Flush with the surface of the plastic base layer; use 90 parts of bisphenol A epoxy resin, 5 parts of carboxyl liquid nitrile rubber, and 30 parts of polyamide as raw materials to prepare the bonding material in parts by weight.
  • the prepared bonding material is coated on the surface of the dry and clean plastic base layer, and the plastic base layer surface is brushed 3 times with a brushing brush to control the thickness of the bonding layer 2mm;
  • the glass fiber reinforced polymer board is prefabricated in the designated prefabrication center according to the design drawings ,
  • the thickness of the glass fiber reinforced polymer board heat insulation layer is 5mm, and the fine aggregate with a particle size of 2.36 ⁇ 4.75mm is sprinkled on the glass fiber reinforced polymer board heat insulation layer, and the prefabricated glass fiber reinforced polymer board heat insulation layer Transport to the construction site, use a road repairing vehicle to split and assemble, and then use potting glue to pour the gap between each glass fiber reinforced polymer board.
  • Reinforce the surface of the polymer board use a brush to paint the surface of the plastic base layer 3 times to control the thickness of the bonding layer 2mm; treat the cold end surface of the thermoelectric power generation sheet with cleaning paper, keep the cold end surface of the thermoelectric power generation sheet clean, and heat the silica gel Evenly coat the cold end of the thermoelectric power generation sheet; use road repair vehicles to carry and install the steel plate transition layer , Form staggered seams on the surface of the glass fiber reinforced polymer sheet, paste the cold end of the thermoelectric power sheet coated with thermally conductive silica gel on the upper surface of the cooling device, and connect the gap between the transition layers of the steel plate by welding; use bisphenol A 90 parts of type epoxy resin, 10 parts of carboxyl liquid nitrile rubber, 10 parts of 1,4-butanediol diglycidyl ether, 30 parts of polyamide, ⁇ -(2,3-glycidoxy)propyl trimethoxy 1 part of base silane, 5 parts of 2,4,6-tris(dimethyl

Abstract

An assembled asphalt pavement structure having a plastic base course. The structure comprises: a subgrade (1), a plastic base course (2) laid on the subgrade (1), a thermal insulation course (3) laid on the plastic base course (2), a metal plate transition course (4) laid on the thermal insulation course (3), a lower asphalt pavement surface course (5) laid on the metal plate transition course (4), and an upper asphalt pavement surface course (6) laid on the lower asphalt pavement surface course (5). The plastic base course (2) is laid on the subgrade (1) so as to effectively solve the problem of reflective cracks caused by semi-rigid base courses. The invention also uses thermoelectric power generation technology to achieve smart pavement.

Description

一种装配式塑料类基层沥青路面结构及其施工工艺Assembled plastic base asphalt pavement structure and construction technology thereof 技术领域Technical field
本发明属于道路工程技术领域,具体涉及一种装配式塑料类基层沥青路面结构及其施工工艺。The invention belongs to the technical field of road engineering, and specifically relates to an assembled plastic base asphalt pavement structure and a construction process thereof.
背景技术Background technique
沥青路面具有表面平整、无接缝、行车舒适、耐磨、振动小、噪声低、养护维修简便等良好的使用性能,它是用沥青作为结合料黏结矿料修筑面层与各类基层组成的路面,是我国路面结构的主要形式。近20年来,我国修筑了相当数量的沥青路面,广泛用于公路和城市道路。对于沥青路面,按照基层材料的类型可分为柔性基层沥青路面、刚性基层沥青路面和半刚性基层路面沥青路面,其中半刚性基层沥青路面是用水泥、石灰等无机结合料处治的土或碎(砾)石及含有水硬性结合料的工业废渣修筑的基层,具有强度高、造价较低的特点,比较适合我国的实际,因此我国沥青路面基层99%以上都是采用水泥稳定碎石、二灰稳定粒料等半刚性材料,但是半刚性基层易产生裂缝,并在荷载、环境温度等因素共同作用下,基层裂缝会逐渐扩展延伸到面层,形成反射裂缝,严重影响道路的使用性能。Asphalt pavement has good performance such as smooth surface, no joints, comfortable driving, wear resistance, low vibration, low noise, easy maintenance and repair, etc. It is composed of asphalt as a binder to bond mineral materials to build the surface and various base layers. Pavement is the main form of pavement structure in my country. In the past 20 years, my country has built a considerable number of asphalt pavements, which are widely used on highways and urban roads. For asphalt pavement, according to the type of base material, it can be divided into flexible base asphalt pavement, rigid base asphalt pavement and semi-rigid base pavement asphalt pavement. The semi-rigid base asphalt pavement is soil or broken with inorganic binder such as cement and lime. The base layer constructed by gravel and industrial waste slag containing hydraulic binder has the characteristics of high strength and low cost, which is more suitable for China's reality. Therefore, more than 99% of the asphalt pavement base layer in China is made of cement stabilized gravel and two ash. Stable semi-rigid materials such as pellets, but the semi-rigid base is prone to cracks, and under the combined action of load, ambient temperature and other factors, the cracks in the base will gradually extend to the surface layer, forming reflective cracks, and seriously affecting the performance of the road.
路面是交通运输体系的重要组成,因此发展智能路面是实现交通运输体系智能化的重点。文献1(WANG Linbing,王含笑,赵千,杨海露,赵鸿铎,HUANG Baoshan.智能路面发展与展望[J].中国公路学报,2019,32(04):50-72.)定义智能路面为由特定的结构材料、感知网络、信息中心、通信网络和能源系统组成,具有主动感知、自动辨析、自主适应、动态交互等多种智能能力,并且能够为人、车、环境提供服务的道路路面,并将智能路面架构划分为四个层次,分别为信息感知获取层、信息集成处理层、综合服务层和能量供给层。其中能量供给层是指通过自供能来维持路域范围内智能系统的运转,具体来说是指将光能、风能、热能、机械能等转换 为电能或直接利用,并为传感器件、数据基站、交通标志等各类道路设施设备供电,也可用于道路融雪化冰等服务。Pavement is an important component of the transportation system, so the development of intelligent pavement is the focus of achieving intelligent transportation system. Literature 1 (WANG Linbing, Wang Hanxiao, Zhao Qian, Yang Hailu, Zhao Hongduo, HUANG Baoshan. Development and prospects of intelligent pavement[J].China Journal of Highway and Transport,2019,32(04):50-72.) Define intelligent pavement as specific It is composed of structural materials, perception networks, information centers, communication networks, and energy systems. It has multiple intelligent capabilities such as active perception, automatic discrimination, autonomous adaptation, and dynamic interaction, and can provide services for people, vehicles, and the environment. The intelligent pavement architecture is divided into four levels, namely the information perception and acquisition layer, the information integration processing layer, the integrated service layer and the energy supply layer. Among them, the energy supply layer refers to maintaining the operation of the intelligent system within the road area through self-supply. Specifically, it refers to the conversion of light energy, wind energy, heat energy, mechanical energy, etc. into electrical energy or direct use, and it is used as sensor devices, data base stations, Power supply for various road facilities and equipment such as traffic signs can also be used for road services such as melting snow and ice.
因此,全面解决传统沥青路面存在的问题,并结合当前科学新技术,实现沥青路面智能化是现代交通发展的必然趋势,这是一个令人鼓舞的概念,具有彻底改变沥青路面建设、养护及使用模式的潜力,是本领域技术人员持续关注的前沿课题之一。Therefore, it is an inevitable trend for the development of modern transportation to comprehensively solve the problems of traditional asphalt pavement and combine the current scientific and new technology to realize the intelligentization of asphalt pavement. This is an encouraging concept that has completely changed the construction, maintenance and use of asphalt pavement. The potential of the model is one of the frontier topics that those skilled in the art continue to pay attention to.
发明内容Summary of the invention
针对现有技术中的技术问题,本发明提供了一种装配式塑料类基层沥青路面结构及其施工工艺,其目的在于有效解决半刚性基层导致的反射裂缝问题,降低沥青路面的施工成本,节约施工时间,保证沥青路面的施工质量,减小沥青路面后期维修养护费用,并结合温差发电技术实现了沥青路面的自供能。Aiming at the technical problems in the prior art, the present invention provides a prefabricated plastic base asphalt pavement structure and its construction process. Its purpose is to effectively solve the problem of reflective cracks caused by the semi-rigid base layer, reduce the construction cost of the asphalt pavement, and save The construction time ensures the construction quality of the asphalt pavement, reduces the maintenance cost of the asphalt pavement in the later stage, and combines the temperature difference power generation technology to realize the self-supply of the asphalt pavement.
为解决上述技术问题,本发明通过以下技术方案予以解决:In order to solve the above technical problems, the present invention solves them through the following technical solutions:
一种装配式塑料类基层沥青路面结构,包括路基,所述路基上铺设有塑料类基层,所述塑料类基层上铺设有隔热层,所述隔热层上铺设有金属板过渡层,所述金属板过渡层上铺设有沥青路面下面层,所述沥青路面下面层上铺设有沥青路面上面层。A prefabricated plastic base asphalt pavement structure, comprising a roadbed, a plastic base layer is laid on the roadbed, a heat insulation layer is laid on the plastic base layer, and a metal plate transition layer is laid on the heat insulation layer. An asphalt pavement lower layer is paved on the metal plate transition layer, and an asphalt pavement upper layer is paved on the lower asphalt pavement layer.
进一步地,所述塑料类基层与所述隔热层之间设置有用于黏结二者的黏结层;所述隔热层与所述金属板过渡层之间设置有金属板除锈层,所述金属板除锈层与所述隔热层之间设置有用于黏结二者的黏结层;所述金属板过渡层与所述沥青路面下面层之间设置有金属板除锈层,所述金属板除锈层与所述沥青路面下面层之间设置有用于黏结二者的黏结层,所述沥青路面下面层与所述沥青路面上面层之间设置有用于黏结二者的黏结层。Further, a bonding layer for bonding the two is provided between the plastic base layer and the heat insulation layer; a metal plate rust removal layer is provided between the heat insulation layer and the metal plate transition layer, and A bonding layer for bonding the two is provided between the metal plate rust removal layer and the heat insulation layer; a metal plate rust removal layer is provided between the metal plate transition layer and the lower layer of the asphalt road surface, the metal plate A bonding layer for bonding the two is arranged between the rust removal layer and the lower layer of the asphalt pavement, and a bonding layer for bonding the two is arranged between the lower layer of the asphalt pavement and the upper layer of the asphalt pavement.
进一步地,所述金属板过渡层伸出路面的一侧或两侧,所述金属板过渡层伸出部分上设置有若干温差发电片,所述温差发电片上设置有降温冷却装置。Further, the metal plate transition layer extends over one or both sides of the road surface, and a plurality of thermoelectric power generation sheets are arranged on the extending portion of the metal plate transition layer, and a temperature reduction and cooling device is arranged on the thermoelectric power generation sheets.
进一步地,所述金属板过渡层伸出路面的长度为10~12mm,所述温差发电片沿行车方向均布设置,相邻两个所述温差发电片间隔2~3mm;所述金属板过渡层的上下端面上均设置有所述温差发电片,所述温差发电片与所述金属板过渡层通过导热硅胶粘贴;所述降温冷却装置与所述温差发电片通过导热硅胶粘贴,所述降温冷却装置为铝制空腔结构,所述降温冷却装置与所述路面结构排水系统相连。Further, the length of the metal plate transition layer protruding from the road surface is 10-12mm, the thermoelectric power generation sheets are evenly arranged along the driving direction, and the two adjacent thermoelectric power generation sheets are separated by 2-3mm; the metal plate transition The upper and lower end surfaces of the layer are provided with the thermoelectric power generation sheet, and the thermoelectric power generation sheet and the metal plate transition layer are pasted by thermally conductive silica gel; the cooling device and the thermoelectric power generation sheet are pasted by thermally conductive silica gel, and the cooling The cooling device is an aluminum cavity structure, and the temperature reduction and cooling device is connected with the drainage system of the road structure.
进一步地,所述降温冷却装置上设置有保护装置。Further, a protection device is provided on the cooling device.
进一步地,所述金属板除锈层为环氧富锌漆;所述金属板除锈层与所述沥青路面下面层之间设置的黏结层为导热型黏结层,所述沥青路面下面层与所述沥青路面上面层之间设置的黏结层为导热型黏结层。Further, the metal plate rust removal layer is epoxy zinc-rich paint; the bonding layer provided between the metal plate rust removal layer and the lower layer of the asphalt pavement is a thermally conductive bonding layer, and the lower layer of the asphalt pavement is The bonding layer arranged between the upper layers of the asphalt pavement is a thermally conductive bonding layer.
进一步地,所述金属板过渡层上开设有金属板过渡层刻槽,所述金属板过渡层为钢板过渡层,厚10~15mm,以50m为一个长度单元。Further, the metal plate transition layer is provided with grooves for the metal plate transition layer, and the metal plate transition layer is a steel plate transition layer with a thickness of 10-15 mm and a length unit of 50 m.
进一步地,所述塑料类基层包括若干塑料类基层单元,每个塑料类基层单元长度为10m,厚度为700~800mm,每个塑料类基层单元的一端设置凹槽,另一端设置与所述凹槽匹配的凸块,相邻两个塑料类基层单元的凹槽与凸块配合连接;所述塑料类基层为中空结构,所述中空结构内用于设置道路附属设施。Further, the plastic base layer includes a number of plastic base units, each plastic base unit has a length of 10m and a thickness of 700-800mm. One end of each plastic base unit is provided with a groove, and the other end is provided with the recess. The grooves are matched with the convex block, and the grooves of the two adjacent plastic base units are connected with the convex block; the plastic base layer is a hollow structure, and the hollow structure is used for setting road ancillary facilities.
进一步地,所述道路附属设施包括排水管道、交通设施线缆和传感装置,所述隔热层选用玻璃纤维增强聚合物板。Further, the road ancillary facilities include drainage pipes, transportation facilities cables and sensing devices, and the heat insulation layer is made of glass fiber reinforced polymer panels.
一种装配式塑料类基层沥青路面结构的施工工艺,包括如下步骤:A construction process of an assembled plastic base asphalt pavement structure includes the following steps:
步骤一:在路基上铺设塑料类基层;Step 1: Lay a plastic base layer on the roadbed;
步骤二:在塑料类基层内安装道路附属设施;Step 2: Install road ancillary facilities in the plastic base layer;
步骤三:在塑料类基层两侧安置金属板过渡层下表面温差发电片和降温冷却装置;Step 3: Install the temperature difference power generation sheet and the cooling device on the lower surface of the metal plate transition layer on both sides of the plastic base layer;
步骤四:在塑料类基层上设置黏结层;Step 4: Set up an adhesive layer on the plastic base layer;
步骤五:在黏结层上铺设隔热层;Step 5: Lay a thermal insulation layer on the bonding layer;
步骤六:在金属板过渡层上下表面涂覆金属板除锈层;Step 6: Coating the metal plate rust removal layer on the upper and lower surfaces of the metal plate transition layer;
步骤七:在金属板过渡层下表面粘贴温差发电片热端;Step 7: Paste the hot end of the thermoelectric power sheet on the lower surface of the metal plate transition layer;
步骤八:在隔热层上铺设黏结层;Step 8: Lay an adhesive layer on the thermal insulation layer;
步骤九:在金属板过渡层下表面温差发电片冷端涂覆导热硅胶;Step 9: Coat the cold end of the thermoelectric power generation sheet on the lower surface of the metal plate transition layer with thermal silica gel;
步骤十:在黏结层上铺设金属板过渡层;Step 10: Lay a metal plate transition layer on the bonding layer;
步骤十一:在金属板过渡层上表面涂覆导热型黏结层;Step 11: Coating a thermally conductive adhesive layer on the upper surface of the metal plate transition layer;
步骤十二:在导热型黏结层上铺设沥青路面下面层;Step 12: Lay the lower layer of asphalt pavement on the thermally conductive adhesive layer;
步骤十三:在沥青路面下面层上涂覆导热型黏结层;Step 13: Coat a thermally conductive adhesive layer on the lower layer of the asphalt pavement;
步骤十四:在导热型黏结层上铺设沥青路面上面层;Step 14: Lay the top layer of asphalt pavement on the thermally conductive adhesive layer;
步骤十五:在金属板过渡层上表面粘贴温差发电片热端;Step 15: Paste the hot end of the thermoelectric power sheet on the upper surface of the metal plate transition layer;
步骤十六:在温差发电片热端粘贴降温冷却装置;Step 16: Paste a cooling device on the hot end of the thermoelectric power generation sheet;
步骤十七:在降温冷却装置中接入塑料类基层中空结构中排水管道;Step 17: Connect the plastic drainage pipe in the hollow structure of the base layer to the cooling device;
步骤十八:在降温冷却装置上设置保护装置。Step 18: Set up a protection device on the cooling device.
与现有技术相比,本发明至少具有以下有益效果:本发明一种装配式塑料类基层沥青路面结构,包括路基,路基上铺设有塑料类基层,塑料类基层上铺设有隔热层,隔热层上铺设有金属板过渡层,金属板过渡层上铺设有沥青路面下面层,沥青路面下面层上铺设有沥青路面上面层,提出路基-塑料类基层-隔热层-金属板过渡层-沥青路面下面层-沥青路面上面层自下而上的沥青路面结构,结构设计合理,塑料类基层价格低廉,施工简便,养护维修方便,在塑料类基层上铺设隔热层,保证塑料类基层在沥青路面面层施工期间不发生不可恢复变形,从而有效保证路面结构的耐久性,在隔热层上铺设金属板,有效满足了行车荷载对路面强度的要求,在金属板设置双层沥青路面铺装体系,保证了沥青路面具有良好的变形追随性、耐 久性与路用性能,本结构将塑料、金属板、隔热层创新地应用到道路结构中,合理地考虑了道路在服役期间车辆荷载和温度变化对路面的影响,在满足平整、行车舒适、耐磨、振动小、噪声低、养护维修简便的基础上,解决了沥青路面最普遍的裂缝病害问题,实现了我国塑料行业、钢铁行业在交通运输行业中的应用,为我国产业升级贡献了“道路”力量。在路基之上采用塑料类基层,代替现有大多数沥青路面中的半刚性基层,有效解决了半刚性基层导致的反射裂缝问题,降低了沥青路面施工成本,节约了施工时间,保证了沥青路面的施工质量,颠覆了传统思路,塑料类基层原材料取材于废旧塑料垃圾,是将塑料碎渣经处理后压实成型的中空构造,有效实现了废物利用,保护了环境,拓展了沥青路面“绿色”发展的内涵,当塑料类基层达到使用年限后,还可回收重新破碎、处理、压实成型,实现塑料类基层的回收再利用,节约了大量的资源。Compared with the prior art, the present invention has at least the following beneficial effects: a prefabricated plastic base asphalt pavement structure of the present invention includes a roadbed on which a plastic base layer is laid, and a thermal insulation layer is laid on the plastic base layer to isolate A metal plate transition layer is laid on the thermal layer, a lower asphalt pavement layer is laid on the metal plate transition layer, and an asphalt pavement upper layer is laid on the lower layer of the asphalt pavement. Subgrade-plastic base layer-thermal insulation layer-metal plate transition layer- The lower layer of the asphalt pavement-the bottom-up asphalt pavement structure of the upper layer of the asphalt pavement. The structure design is reasonable, the plastic base layer is cheap, the construction is simple, and the maintenance is convenient. The insulation layer is laid on the plastic base layer to ensure that the plastic base layer is in No irreversible deformation occurs during the construction of the asphalt pavement surface layer, thus effectively ensuring the durability of the pavement structure. The metal plate is laid on the thermal insulation layer to effectively meet the requirements of the road load on the strength of the road surface. The metal plate is installed on the double-layer asphalt pavement. The installation system ensures that the asphalt pavement has good deformation followability, durability and road performance. This structure innovatively applies plastics, metal plates, and thermal insulation layers to the road structure, and reasonably considers the vehicle load during the road service period. And the impact of temperature changes on the pavement. On the basis of satisfying leveling, driving comfort, abrasion resistance, low vibration, low noise, and easy maintenance, it solves the most common problem of cracks in asphalt pavements and realizes the realization of the plastic industry and steel industry in China. The application in the transportation industry has contributed "road" power to China's industrial upgrading. The plastic base layer is used on the roadbed to replace the semi-rigid base layer in most existing asphalt pavements, which effectively solves the problem of reflective cracks caused by the semi-rigid base layer, reduces the construction cost of the asphalt pavement, saves construction time, and ensures the asphalt pavement The construction quality has subverted the traditional thinking. The plastic base material is made of waste plastic garbage. It is a hollow structure formed by compacting plastic slag after treatment, which effectively realizes waste utilization, protects the environment, and expands the "green" of asphalt pavement. "The connotation of development is that when the plastic base layer reaches its useful life, it can be recycled, broken, processed, and compacted to realize the recycling and reuse of the plastic base layer, saving a lot of resources.
进一步地,设置玻璃纤维增强聚合物薄板隔热层,能够有效隔绝钢板过渡层接缝焊接时焊接温度和沥青路面面层铺设时高温通过钢板过渡层向下传递,确保塑料类基层在铺设面层时不变形,保证塑料类基层在使用年限内的稳定性、耐久性,同时在路面使用期间在钢板过渡层聚集大量的热量,为塑料类基层新型沥青路面结构能量转换模块提供热量保障。Furthermore, the installation of a glass fiber reinforced polymer sheet thermal insulation layer can effectively isolate the welding temperature during the joint welding of the steel plate transition layer and the high temperature when the asphalt pavement surface layer is laid. It is transmitted downward through the steel plate transition layer to ensure that the plastic base layer is laid on the surface layer. It does not deform from time to time to ensure the stability and durability of the plastic base layer within the service life. At the same time, a large amount of heat will be accumulated on the steel plate transition layer during the use of the road surface to provide heat protection for the energy conversion module of the new asphalt pavement structure of the plastic base layer.
进一步地,金属板过渡层伸出路面的一侧或两侧,金属板过渡层伸出部分上设置有若干温差发电片,温差发电片上设置有降温冷却装置,实现了将道路热能转换为电能,有效的利用了道路周边资源,节约能源,并有效降低路面温度,延长路面寿命,本发明将废旧塑料垃圾用于道路结构中,并结合温差发电技术,在满足路用性能的基础上,实现了废物利用,产生了电能,化解了钢铁产能过剩,实现了沥青路面“绿色”与“智能化”的发展,操作简便,施工工期短,施工成本低,可广泛用于城市道路与高速公路中。Further, the metal plate transition layer protrudes on one or both sides of the road surface, a number of thermoelectric power generation sheets are arranged on the extending part of the metal plate transition layer, and a temperature reduction and cooling device is arranged on the thermoelectric power generation sheets to realize the conversion of road thermal energy into electric energy. Effectively utilize the resources around the road, save energy, effectively reduce the temperature of the road surface, and extend the life of the road surface. The present invention uses waste plastic waste in the road structure and combines the temperature difference power generation technology to achieve the realization of The use of waste generates electricity, resolves the overcapacity of steel, and realizes the development of "green" and "intelligent" asphalt pavement. It is easy to operate, short in construction period, and low in construction cost. It can be widely used in urban roads and expressways.
进一步地,金属板过渡层伸出路面10~12mm符合路面结构路缘石的宽度范围,在其上设置温差发电片、降温冷却装置和保护装置后,此部分可以直接代替路面结构的路缘石部分, 节约了道路工程整体造价,本尺寸充分考虑了现行市面上流通的温差发电片尺寸,合理地利用了资源;相邻两个温差发电片间隔2~3mm,综合考虑了金属板的热胀冷缩现象与温差发电发电能力,既可以有效避免金属板热胀冷缩对温差发电片布设太密造成不良影响,又保证了温差发电的最大发电效率。Furthermore, the metal plate transition layer extends from the road surface by 10-12 mm to meet the width of the curbstone of the pavement structure. After the thermoelectric power generation sheet, cooling device and protection device are installed on it, this part can directly replace the curbstone part of the pavement structure. The overall cost of the road project is saved. This size fully considers the size of the current thermoelectric power generation chips on the market, and makes reasonable use of resources; the interval between two adjacent thermoelectric power generation chips is 2 to 3mm, and the thermal expansion and contraction of the metal plate are comprehensively considered The phenomenon and the thermoelectric power generation capacity can effectively avoid the adverse effects of the thermal expansion and contraction of the metal plate on the too dense thermoelectric power generation sheet layout, and ensure the maximum power generation efficiency of thermoelectric power generation.
进一步地,降温冷却装置上设置有保护装置,防止降温冷却装置受到损坏。Further, a protection device is provided on the temperature cooling device to prevent the temperature cooling device from being damaged.
进一步地,在沥青上下面层之间、钢板过渡层与沥青路面下面层之间设置导热型黏结层,加快了路面面层吸收的热量向钢板过渡层传递的速度,快速消除温度应力对沥青路面结构产生的影响,保证了路面结构的稳定性及耐久性。Furthermore, a thermally conductive bonding layer is set between the upper and lower layers of asphalt, between the steel plate transition layer and the lower layer of the asphalt pavement, which speeds up the transfer of heat absorbed by the pavement surface layer to the steel plate transition layer, and quickly eliminates the impact of temperature stress on the asphalt pavement. The influence of the structure ensures the stability and durability of the pavement structure.
进一步地,设置钢板过渡层,导热系数高,收集了路面大量的热量,为能量转换模块提供热量,强度高,为沥青路面面层提供有力保障,保证了沥青路面稳定、耐久、平整度好,施工简便,组装快,节省了施工时间,在道路中使用钢板,可以有效化解钢铁产能过剩,为解决钢铁行业产能过剩贡献“道路”力量,在钢板过渡层两侧伸出部分上下表面设置能量转换模块,可以将钢板过渡层收集的热量最大化地转换为电能,快速消解了温度应力,保证了沥青路面的稳定性,产生的电能可为路面智能监测传感器、交通设施照明等提供电能,符合沥青路面“智能化”的发展趋势。Furthermore, the steel plate transition layer is provided with high thermal conductivity, which collects a large amount of heat from the road surface, provides heat for the energy conversion module, and has high strength, which provides a strong guarantee for the asphalt pavement surface layer, ensuring the stability, durability and smoothness of the asphalt pavement. The construction is simple, the assembly is fast, and the construction time is saved. The use of steel plates in the road can effectively resolve the overcapacity of steel and contribute to the "road" power to solve the overcapacity of the steel industry. Energy conversion is set on the upper and lower surfaces of the extensions on both sides of the steel plate transition layer. The module can maximize the conversion of the heat collected by the steel transition layer into electric energy, quickly dissipate the temperature stress, and ensure the stability of the asphalt pavement. The generated electric energy can provide electric energy for intelligent road monitoring sensors, traffic facility lighting, etc. The development trend of road "intelligence".
进一步地,塑料类基层包括若干塑料类基层单元,每个塑料类基层单元长度为10m,每个塑料类基层单元的一端设置凹槽,另一端设置与所述凹槽匹配的凸块,相邻两个塑料类基层单元的凹槽与凸块配合连接,这样的结构设计能够使得塑料类基层结构更加稳定牢固,保证塑料类基层的平整度,塑料类基层的厚度为700~800mm,且塑料类基层为中空结构,中空结构内用于设置道路附属设施,道路附属设施包括排水管道、交通设施线缆和传感装置,在中空构造中设置排水管道、交通设施线缆、传感装置等在保证基层强度的基础上有效利用了路域范围内的空间结构,避免了现有路面结构在路基中埋设管道的繁琐,将排水管道、交通 设施线缆、传感装置直接设置于塑料类基层中大幅降低了道路工程造价,有效节省了施工时间。Further, the plastic base layer includes a number of plastic base units, each of which has a length of 10m. One end of each plastic base unit is provided with a groove, and the other end is provided with a bump matching the groove. The grooves and bumps of the two plastic base units are connected together. This structural design can make the plastic base structure more stable and firm, and ensure the flatness of the plastic base. The thickness of the plastic base is 700-800mm, and the plastic base The base layer is a hollow structure. The hollow structure is used to set up road ancillary facilities. The road ancillary facilities include drainage pipes, transportation facilities cables and sensing devices. The hollow structure is equipped with drainage pipes, transportation facilities cables, and sensing devices to ensure Based on the strength of the base layer, the space structure within the road area is effectively used, avoiding the cumbersome burying of pipes in the roadbed of the existing pavement structure. Drainage pipes, transportation facilities cables, and sensing devices are directly installed in the plastic base layer. Reduce the cost of road engineering and effectively save construction time.
进一步地,隔热层选用玻璃纤维增强聚合物板,经济适用,节约成本。Further, the glass fiber reinforced polymer board is selected for the heat insulation layer, which is economical and applicable and saves costs.
本发明一种装配式塑料类基层沥青路面结构的施工工艺,步骤一采用分幅拼装,保证了拼装质量,加快了拼装进度,利用不锈钢螺钉固定塑料类基层四个角保证了塑料类基层的稳定性,采用钢轮压路机碾压使塑料类基层表面平整;在步骤一完成后进行排水管道、交通设施线缆、传感装置等的安装,保证了路面在施工过程中的排水,对周围环境破坏小,采用灌缝胶浇灌使安装了排水管道、交通设施线缆、传感装置等的塑料类基层形成一个稳定的整体结构;步骤三利用浇筑的水泥混凝土竖桩固定钢板过渡层下表面温差发电片降温冷却装置闹固可靠,该步骤在步骤二和步骤四之间充分考虑了安装降温冷却装置的可行性及施工的简便性,节省了时间;步骤四采用环氧树脂黏结料综合考虑了黏结材料的性能与工程造价,控制黏结层的厚度是控制黏结材料的流动性,保证黏结材料的黏结性能;步骤五在预制中心预制玻璃纤维增强聚合物薄板节省了造价,采用分幅安装,保证了安装质量,加快了安装进度,安装结束后采用灌缝胶浇灌使玻璃纤维增强聚合物薄板形成了一个稳定的整体结构;步骤六保证了钢板过渡层粘接时的可靠性;在步骤六之后进行步骤七,易于后续步骤的操作,保证施工协调有序进行;步骤八充分考虑了导热硅胶的固化时间,节约了施工时间,控制黏结层的厚度是控制黏结材料的流动性,保证黏结材料的黏结性能;步骤九先涂覆导热硅胶使在铺装钢板时其与降温冷却装置直接粘贴;步骤十采用分幅安装,保证了安装质量,采用无缝焊接的方式保证了钢板的整体稳定性;步骤十一到步骤十四均是先涂刷黏结料,控制黏结层的厚度,缩短固化时间,然后摊铺沥青混合料并压实,遵循普通沥青路面面层的施工步骤;在新型沥青路面面层结构摊铺、压实完成后再进行温差发电片的粘贴,保证了温差发电片在施工过程中不被挤压、破坏,造成使用之前的损坏,待粘贴温差发电片的导热硅胶固化后进行 降温冷却装置的安装有助于保证安装的质量及整体性;待降温冷却装置安装完成,导热硅胶固化后先进行排水管道与降温冷却装置的连接,然后再进行降温冷却装置的固定,安排合理,节约了时间,有利于施工进度。The present invention is a construction process for a prefabricated plastic base asphalt pavement structure. Step one adopts split assembly to ensure the assembly quality and speed up the assembly progress. The four corners of the plastic base are fixed by stainless steel screws to ensure the stability of the plastic base. It uses steel wheel rollers to smooth the surface of the plastic base layer; after step one is completed, install drainage pipes, transportation facilities cables, sensing devices, etc., to ensure the drainage of the road during the construction process and damage the surrounding environment Small, use grouting glue to make the plastic base layer installed with drainage pipes, transportation facilities cables, sensor devices, etc. form a stable overall structure; step three, use poured cement concrete vertical piles to fix the temperature difference of the lower surface of the steel plate transition layer to generate electricity The cooling and cooling device of the chip is stable and reliable. The feasibility of installing the cooling and cooling device and the ease of construction are fully considered in this step between Step 2 and Step 4, which saves time; Step 4 adopts epoxy resin bonding material to comprehensively consider the bonding Material performance and engineering cost. Controlling the thickness of the bonding layer is to control the fluidity of the bonding material and ensure the bonding performance of the bonding material. Step 5: Prefabricating glass fiber reinforced polymer sheets in the prefabrication center saves cost, and uses split installation to ensure The installation quality speeds up the installation progress. After the installation is completed, the glass fiber reinforced polymer sheet is poured with a joint glue to form a stable overall structure; step 6 ensures the reliability of the bonding of the steel plate transition layer; proceed after step 6 Step seven is easy to operate in subsequent steps to ensure coordinated and orderly construction; Step eight fully considers the curing time of thermally conductive silicone, which saves construction time. Controlling the thickness of the bonding layer is to control the fluidity of the bonding material and ensure the bonding of the bonding material Performance; Step 9 first apply thermal silica gel to directly paste it with the cooling device when paving the steel plate; Step 10 adopts split installation to ensure the installation quality, and uses seamless welding to ensure the overall stability of the steel plate; Steps From eleventh to fourteenth steps are to paint the adhesive first, control the thickness of the adhesive layer, shorten the curing time, and then pave and compact the asphalt mixture, following the construction steps of the ordinary asphalt pavement surface layer; in the new asphalt pavement surface layer After the structure is paved and compacted, the thermoelectric power generation sheet will be pasted to ensure that the thermoelectric power generation sheet will not be squeezed or damaged during the construction process, which will cause damage before use. The thermally conductive silica gel pasting the thermoelectric power generation sheet will be cooled after curing. The installation of the cooling device helps to ensure the quality and integrity of the installation; after the cooling and cooling device is installed, the drain pipe and the cooling and cooling device are connected first after the thermal silica gel is solidified, and then the cooling and cooling device is fixed. The arrangement is reasonable and saving Time is conducive to construction progress.
综上所述,本发明采用塑料类基层代替半刚性基层,并巧妙地利用了温差发电技术,实现了沥青路面“绿色”与“智能化”发展,充分实现了废物回收再利用,节省了资源,保护了环境,最大程度实现了路域范围内能量的转化,将取之不尽用之不竭的太阳能转换为电能,为道路交通设施提供电能,还可为传感装置、充电汽车提供电能,是智能路面的一种;其应用方式施工步骤合理,环环相扣,最大限度地节省了施工成本,节约了施工时间,保证了施工质量。In summary, the present invention uses plastic base layer instead of semi-rigid base layer, and cleverly uses thermoelectric power generation technology, realizes the "green" and "intelligent" development of asphalt pavement, fully realizes waste recycling and reuse, and saves resources It protects the environment, realizes the energy conversion within the road area to the greatest extent, converts inexhaustible solar energy into electrical energy, provides electrical energy for road traffic facilities, and can also provide electrical energy for sensing devices and charging cars , Is a kind of intelligent pavement; its application method is reasonable in construction steps and linked together, which saves construction costs to the greatest extent, saves construction time, and ensures construction quality.
为使本发明的上述目的、特征和优点能更明显易懂,下文特举较佳实施例,并配合所附附图,作详细说明如下。In order to make the above-mentioned objects, features and advantages of the present invention more obvious and understandable, preferred embodiments are described below in detail with accompanying drawings.
附图说明Description of the drawings
为了更清楚地说明本发明具体实施方式中的技术方案,下面将对具体实施方式描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图是本发明的一些实施方式,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly describe the technical solutions in the specific embodiments of the present invention, the following will briefly introduce the drawings needed in the description of the specific embodiments. Obviously, the drawings in the following description are some embodiments of the present invention. For those of ordinary skill in the art, other drawings can be obtained based on these drawings without creative work.
图1为本发明的整体结构示意图;Figure 1 is a schematic diagram of the overall structure of the present invention;
图2为本发明装配式塑料类基层连接方式;Figure 2 is the connection method of the fabricated plastic base layer of the present invention;
图3为本发明降温冷却装置及保护装置示意图;Figure 3 is a schematic diagram of the cooling device and protection device of the present invention;
图4为本发明玻璃纤维增强聚合物薄板示意图;Figure 4 is a schematic diagram of the glass fiber reinforced polymer sheet of the present invention;
图5为本发明金属板过渡层示意图。Figure 5 is a schematic diagram of the transition layer of the metal plate of the present invention.
图中:1-路基;2-塑料类基层;3-隔热层;4-金属板过渡层;5-沥青路面下面层;6-沥青 路面上面层;7-黏结层;8-金属板除锈层;21-道路附属设施;31-细集料;41-降温冷却装置;42-温差发电片;43-保护装置;44-金属板过渡层刻槽。In the picture: 1-Subgrade; 2-Plastic base layer; 3-Insulation layer; 4-Metal plate transition layer; 5-Asphalt pavement lower layer; 6-Asphalt pavement upper layer; 7-Adhesive layer; 8-Metal plate Rust layer; 21- road ancillary facilities; 31- fine aggregate; 41- cooling device; 42- thermoelectric power generation sheet; 43- protection device; 44- metal plate transition layer groove.
具体实施方式detailed description
为使本发明实施例的目的、技术方案和优点更加清楚,下面将结合附图对本发明的技术方案进行清楚、完整地描述,显然,所描述的实施例是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。In order to make the objectives, technical solutions, and advantages of the embodiments of the present invention clearer, the technical solutions of the present invention will be described clearly and completely in conjunction with the accompanying drawings. Obviously, the described embodiments are part of the embodiments of the present invention, not all of them.的实施例。 Example. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work shall fall within the protection scope of the present invention.
结合图1-5所示,一种装配式塑料类基层沥青路面结构,包括路基1,路基1上铺设有塑料类基层2,塑料类基层2上铺设有隔热层3,塑料类基层2与隔热层3之间设置有用于黏结二者的黏结层7,隔热层3上铺设有金属板过渡层4,金属板过渡层4在垂直于路面行车方向两侧有部分伸出路面,金属板过渡层4两侧伸出部分上下均粘贴温差发电片42,温差发电片42另一端均粘接降温冷却装置41,降温冷却装置41上设置有保护装置43,隔热层3与金属板过渡层4设置有黏结层7与金属板除锈层8,金属板除锈层8设置于黏结层7之上,金属板过渡层4上铺设沥青路面下面层5,金属板过渡层4与沥青路面下面层5之间设置金属板除锈层8与导热型黏结层7,导热型黏结层7设置于金属板除锈层8之上,沥青路面下面层5上铺设有沥青路面上面层6,沥青路面上面层6与沥青路面下面层5之间设置有导热型黏结层7。As shown in Figure 1-5, a prefabricated plastic base asphalt pavement structure includes a roadbed 1, a plastic base layer 2 is paved on the roadbed 1, a thermal insulation layer 3 is paved on the plastic base layer 2, and a plastic base layer 2 and A bonding layer 7 for bonding the two is arranged between the thermal insulation layer 3, and a metal plate transition layer 4 is laid on the thermal insulation layer 3. The metal plate transition layer 4 partially extends out of the road surface on both sides perpendicular to the road direction. The thermoelectric power generation sheet 42 is pasted on both sides of the plate transition layer 4, and the other end of the thermoelectric power generation sheet 42 is bonded with a cooling and cooling device 41. The cooling and cooling device 41 is provided with a protection device 43, and the thermal insulation layer 3 is in transition with the metal plate. Layer 4 is provided with a bonding layer 7 and a metal plate derusting layer 8. The metal plate derusting layer 8 is placed on the bonding layer 7, the metal plate transition layer 4 is laid on the asphalt pavement lower layer 5, the metal plate transition layer 4 and the asphalt pavement A metal plate derusting layer 8 and a thermally conductive adhesive layer 7 are arranged between the lower layer 5. The thermally conductive adhesive layer 7 is provided on the metal plate rust removing layer 8. The asphalt pavement upper layer 5 is paved with an asphalt pavement upper layer 6, asphalt A thermally conductive adhesive layer 7 is provided between the upper layer 6 of the road surface and the lower layer 5 of the asphalt road surface.
作为本发明的某一优选实例,塑料类基层2厚700~800mm,塑料类基层2为通用塑料和工程塑料,通用塑料包括聚氯乙烯、聚乙烯、聚丙烯、聚苯乙烯、ABS,工程塑料包括聚酰胺、聚碳酸酯、聚甲醛、聚酯、聚苯醚,如图2所示,塑料类基层2包括若干塑料类基层单元,每个塑料类基层单元长度为10m,厚度为700~800mm,每个塑料类基层单元的一端设置凹槽,另一端设置与所述凹槽匹配的凸块,相邻两个塑料类基层单元的凹槽与凸块配合连接;塑料类基层2采用中空设计,中空结构内用于设置道路附属设施21,道路附属设施21包括排 水管道、交通设施线缆和传感装置。隔热层3选用玻璃纤维增强聚合物板,厚5~10mm,以20m为一个长度单元,玻璃纤维增强聚合物板隔热层3上撒布的细集料31粒径为2.36~4.75mm。黏结层7由双酚A型环氧树脂90~100份、羧基液体丁腈橡胶5~10份、聚酰胺30~40份作为原材料按照重量份数计配制而成;金属板过渡层4为钢板过渡层,钢板过渡层厚10~15mm,以50m为一个长度单元,采用Q345D钢,钢板过渡层在垂直于路面行车方向两侧伸出路面10~12mm;温差发电片42沿路面行车方向间隔2~3mm粘贴,采用导热硅胶粘贴,保护装置43采用槽钢。金属板除锈层8采用环氧富锌漆;导热型黏结层7由双酚A型环氧树脂90~100份、羧基液体丁腈橡胶10~20份、1,4-丁二醇二缩水甘油醚10~20份、聚酰胺30~40份、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷1~2份、2,4,6-三(二甲氨基甲基)苯酚5~10份、碳纳米管150~200份作为原材料按照重量份数计配制而成;降温冷却装置41与排水管道相连。As a preferred example of the present invention, the plastic base layer 2 is 700-800mm thick, and the plastic base layer 2 is general plastic and engineering plastics. General plastics include polyvinyl chloride, polyethylene, polypropylene, polystyrene, ABS, and engineering plastics. Including polyamide, polycarbonate, polyoxymethylene, polyester, and polyphenylene ether. As shown in Figure 2, the plastic base layer 2 includes several plastic base units, each of which has a length of 10m and a thickness of 700-800mm , One end of each plastic base unit is provided with a groove, and the other end is provided with a bump matching the groove, and the grooves of two adjacent plastic base units are connected with the bumps; the plastic base 2 adopts a hollow design , The hollow structure is used to set up road ancillary facilities 21, the road ancillary facilities 21 include drainage pipes, transportation facilities cables and sensing devices. The heat insulation layer 3 is made of glass fiber reinforced polymer plates with a thickness of 5-10 mm and a length unit of 20 m. The fine aggregate 31 sprinkled on the glass fiber reinforced polymer plate heat insulation layer 3 has a particle size of 2.36 to 4.75 mm. The bonding layer 7 is made up of 90-100 parts of bisphenol A epoxy resin, 5-10 parts of carboxyl liquid nitrile rubber, and 30-40 parts of polyamide as raw materials in parts by weight; the metal plate transition layer 4 is steel plate Transition layer, the thickness of the steel plate transition layer is 10-15mm, with 50m as a length unit, using Q345D steel, the steel plate transition layer extends out of the road 10-12mm on both sides perpendicular to the road driving direction; the thermoelectric power generation sheet 42 is spaced 2 along the road driving direction ~3mm paste, using thermal silica gel paste, the protection device 43 uses channel steel. The metal plate rust removal layer 8 is made of epoxy zinc-rich paint; the thermally conductive bonding layer 7 is made of 90-100 parts of bisphenol A epoxy resin, 10-20 parts of carboxyl liquid nitrile rubber, and 1,4-butanediol dishrink 10-20 parts of glyceryl ether, 30-40 parts of polyamide, 1-2 parts of γ-(2,3-glycidoxy)propyltrimethoxysilane, 2,4,6-tris(dimethylaminomethyl) ) 5-10 parts of phenol and 150-200 parts of carbon nanotubes are prepared as raw materials in parts by weight; the cooling device 41 is connected with the drainage pipe.
作为本发明的某一优选实施例,一种装配式塑料类基层沥青路面结构的施工工艺,包括以下步骤:As a preferred embodiment of the present invention, a construction process of a fabricated plastic-based asphalt pavement structure includes the following steps:
步骤一、测量放样及塑料类基层铺设Step one, measurement lofting and plastic base layer laying
测量放样具体如下:根据现场施工图在路基1上放出中心线和边线,并保证路基的平整、清洁干净,并在现场监理工程师确认后进行下一道工序。The measurement setting out is as follows: According to the site construction drawing, release the centerline and sideline on the roadbed 1, and ensure that the roadbed is flat and clean, and proceed to the next process after the site supervision engineer confirms it.
塑料类基层2的铺设具体如下:The laying of the plastic base layer 2 is as follows:
1)工厂化生产塑料类基层中空板1) Factory production of plastic base hollow board
将废弃塑料回收、破碎,在加工中心经过处理按照设计图纸进行装配式中空构造板体加工,其抗压强度应符合规范要求。The waste plastics are recycled and crushed, and processed in the processing center according to the design drawings to process the fabricated hollow structural panel, and its compressive strength should meet the requirements of the specification.
2)塑料类基层的运送与装配2) Transportation and assembly of plastic base layer
塑料类基层板体加工成型后,将其装入运送车辆运送到施工现场,采用修路车直接装配,采用分幅拼装,每拼装一块塑料类基层中空构造板体,用不锈钢螺钉固定塑料类基层板体的 四个角于路基1中。After the plastic base plate is processed and formed, it is loaded into a transport vehicle and transported to the construction site. The road repair vehicle is used for direct assembly and split assembly. Each piece of plastic base hollow structural plate is assembled, and the plastic base is fixed with stainless steel screws. The four corners of the board are in the roadbed 1.
3)塑料类基层的碾压3) Rolling of plastic base layer
塑料类基层中空构造板体装配完成后,采用钢轮压路机在塑料类基层2上碾压3~5遍。After the plastic base layer hollow structure board body is assembled, a steel wheel roller is used to roll the plastic base layer 2 for 3 to 5 times.
步骤二、铺设排水管道、交通设施线缆、传感装置Step 2: Laying drainage pipes, transportation facilities cables, and sensing devices
1)安装1) install
按照设计图纸在塑料类基层2中空构造中安装排水管道、交通设施线缆、传感装置,采用钢筋焊接固定各管道,对排水管道、交通设施线缆、传感装置分别采用塑料隔板隔开。Install drainage pipes, transportation facility cables, and sensing devices in the hollow structure of plastic base layer 2 according to the design drawings. Use steel bars to weld and fix the pipes. Use plastic partitions to separate the drainage pipes, transportation facility cables, and sensing devices. .
2)灌缝及处理2) Filling and processing
待排水管道、交通设施线缆、传感装置安装完成后采用灌封胶浇灌每块塑料类基层板体之间的缝隙,浇灌完后马上清理塑料类基层2表面,保证塑料类基层2干净、整洁。After the installation of drainage pipes, transportation facilities cables, and sensing devices are completed, the gaps between each plastic base plate shall be filled with potting glue. After pouring, the surface of the plastic base layer 2 shall be cleaned immediately to ensure that the plastic base layer 2 is clean, tidy.
步骤三、安装钢板过渡层下表面降温冷却装置Step 3: Install the cooling device on the lower surface of the steel plate transition layer
1)水泥混凝土竖桩配合比设计1) Design of cement concrete vertical pile mix ratio
竖桩水泥混凝土的配合比设计依据《公路水泥混凝土路面施工技术细则》,其性能试验按照《公路工程水泥及水泥混凝土试验过程》进行。The design of the mix ratio of the vertical pile cement concrete is based on the "Technical Rules for Highway Cement Concrete Pavement Construction", and its performance test is carried out in accordance with the "Highway Engineering Cement and Cement Concrete Test Process".
2)水泥混凝土的拌和与竖桩的浇筑2) Mixing of cement concrete and pouring of vertical piles
竖桩水泥混凝土的拌和采用厂拌法,配料准确,拌和均匀;拌和完成后运送到施工现场进行水泥混凝土竖桩的浇筑,浇筑采用振动浇筑,水泥混凝土竖桩深200~300mm。The vertical pile cement concrete mixing adopts the factory mixing method, the ingredients are accurate, and the mixing is uniform; after the mixing is completed, it is transported to the construction site for the cement concrete vertical pile pouring. The pouring adopts vibration pouring, and the cement concrete vertical pile depth is 200-300mm.
3)焊接降温冷却装置3) Welding cooling device
养生水泥混凝土竖桩,待养生龄期结束后,将降温冷却装置焊接在水泥混凝土竖桩上部,保证钢板过渡层下表面温差发电片降温冷却装置上表面与塑料类基层表面齐平。For the curing cement concrete vertical pile, after the curing period is over, the cooling and cooling device is welded to the upper part of the cement concrete vertical pile to ensure that the upper surface of the temperature difference power generation sheet cooling and cooling device is flush with the surface of the plastic base layer.
步骤四、涂覆塑料类基层与钢板过渡层黏结层Step 4: Coating the bonding layer between the plastic base layer and the transition layer of the steel plate
1)计算黏结材料用量1) Calculate the amount of bonding material
黏结层的厚度控制为2~3mm,须先计算黏结层用量,按照整幅路面每10m为一个单元计算。The thickness of the bonding layer is controlled to be 2~3mm, and the amount of bonding layer must be calculated first, which is calculated as a unit for every 10m of the entire road surface.
2)配制黏结材料2) Preparation of bonding materials
以双酚A型环氧树脂90~100份、羧基液体丁腈橡胶5~10份、聚酰胺30~40份作为原材料按照重量份数计配制。It is prepared by using 90-100 parts of bisphenol A epoxy resin, 5-10 parts of carboxyl liquid nitrile rubber, and 30-40 parts of polyamide as raw materials in parts by weight.
3)涂覆黏结材料3) Coating bonding material
在常温下用刷胶刷将配制的黏结材料涂覆于干燥清洁的塑料类基层表面,采用刷胶刷在塑料类基层表面涂刷3~4遍,保证黏结材料涂覆的均匀性,刷胶的时间间隔视适时环境而定。Apply the prepared adhesive material to the surface of the dry and clean plastic base layer with a glue brush at room temperature, and use the glue brush to paint the surface of the plastic base layer 3 to 4 times to ensure the uniformity of the adhesive material coating. The time interval depends on the timely environment.
步骤五、铺设玻璃纤维增强聚合物板隔热层 Step 5, laying glass fiber reinforced polymer board insulation layer
1)预制玻璃纤维增强聚合物板1) Prefabricated glass fiber reinforced polymer board
按照设计图纸在指定预制中心预制玻璃纤维增强聚合物板,玻璃纤维增强聚合物板隔热层厚5~10mm,在玻璃纤维增强聚合物板隔热层上撒布粒径为2.36~4.75mm的细集料。Prefabricated glass fiber reinforced polymer panels in the designated prefabrication center according to the design drawings. The insulation layer of the glass fiber reinforced polymer panels is 5-10mm thick, and fine particles with a particle diameter of 2.36~4.75mm are sprinkled on the thermal insulation layer of the glass fiber reinforced polymer panels. Aggregate.
2)玻璃纤维增强聚合物板的运送与装配2) Transportation and assembly of glass fiber reinforced polymer panels
玻璃纤维增强聚合物板预制成型后,将其装入运送车辆运送到施工现场,采用修路车分幅装配,装配须在步骤四黏结层黏结料固化前完成。After the glass fiber reinforced polymer board is preformed, it is loaded into a transportation vehicle and transported to the construction site. The road repair vehicle is used for split assembly. The assembly must be completed before the curing of the bonding layer in step 4.
3)灌缝3) Pouring
待玻璃纤维增强聚合物板装配完成后采用灌封胶浇灌每块玻璃纤维增强聚合物板之间的缝隙,浇灌完后马上清理玻璃纤维增加聚合物板表面,保证玻璃纤维增强聚合物板表面干净、整洁。After the glass fiber reinforced polymer board is assembled, the gap between each glass fiber reinforced polymer board is filled with potting glue, and the glass fiber is added to the surface of the polymer board immediately after the pouring is completed to ensure that the surface of the glass fiber reinforced polymer board is clean ,tidy.
步骤六、涂覆环氧富锌漆 Step 6, coating epoxy zinc-rich paint
1)清理表面1) Clean the surface
采用砂纸预处理钢板上下表面,保持钢板表面清洁,无油脂、污物等。Use sandpaper to pre-treat the upper and lower surfaces of the steel plate to keep the surface of the steel plate clean and free of grease and dirt.
2)涂漆2) Paint
用刷漆刷均匀涂覆环氧富锌漆于所述钢板过渡层上下表面,控制环氧富锌漆的厚度为1~2mm。The epoxy zinc-rich paint is uniformly coated on the upper and lower surfaces of the transition layer of the steel plate with a paint brush, and the thickness of the epoxy zinc-rich paint is controlled to be 1 to 2 mm.
步骤七、粘贴钢板过渡层下表面温差发电片Step 7: Paste the temperature difference power generation sheet on the lower surface of the steel plate transition layer
1)清理表面1) Clean the surface
采用清洁纸处理温差发电片热端表面,保持温差发电片热端表面清洁,无油脂、污物等。Use cleaning paper to treat the surface of the hot end of the thermoelectric power sheet to keep the surface of the hot end of the thermoelectric power sheet clean and free of grease and dirt.
2)粘贴温差发电片热端2) Paste the hot end of the thermoelectric power sheet
将导热硅胶均匀地涂覆于温差发电片热端,然后将涂覆了导热硅胶的温差发电片热端粘贴于钢板过渡层下表面。The thermally conductive silica gel is evenly coated on the hot end of the thermoelectric power generation sheet, and then the hot end of the thermally conductive silica gel coated thermal power generation sheet is pasted on the lower surface of the steel plate transition layer.
步骤八、涂覆玻璃纤维增强聚合物板与钢板过渡层黏结层 Step 8. Coating the bonding layer between glass fiber reinforced polymer board and steel plate transition layer
1)计算黏结材料用量1) Calculate the amount of bonding material
黏结层的厚度控制为2~3mm,须先计算黏结层用量,按照整幅路面每10m为一个单元计算。The thickness of the bonding layer is controlled to be 2~3mm, and the amount of bonding layer must be calculated first, which is calculated as a unit for every 10m of the entire road surface.
2)配制黏结材料2) Preparation of bonding materials
以双酚A型环氧树脂90~100份、羧基液体丁腈橡胶5~10份、聚酰胺30~40份作为原材料按照重量份数计配制。It is prepared by using 90-100 parts of bisphenol A epoxy resin, 5-10 parts of carboxyl liquid nitrile rubber, and 30-40 parts of polyamide as raw materials in parts by weight.
3)涂覆黏结材料3) Coating bonding material
执行步骤七之后12~18h,待导热硅胶固化后,在常温下用刷胶刷将配制的黏结材料涂覆于干燥清洁的玻璃纤维增强聚合物板表面,采用刷胶刷在玻璃纤维增强聚合物板表面涂刷3~4遍,保证黏结材料涂覆的均匀性,刷胶的时间间隔视适时环境而定。After performing step 7 for 12-18 hours, after the thermal silica gel is cured, apply the prepared bonding material on the surface of the dry and clean glass fiber reinforced polymer board with a brush at room temperature, and use the brush to brush on the glass fiber reinforced polymer Brush the surface of the board 3 to 4 times to ensure the uniformity of the bonding material coating. The time interval for brushing depends on the timely environment.
步骤九、涂覆温差发电片冷端Step 9: Coating the cold end of the thermoelectric power generation sheet
1)清理表面1) Clean the surface
采用清洁纸处理温差发电片冷端表面,保持温差发电片冷端表面清洁,无油脂、污物等。Use cleaning paper to treat the cold end surface of the thermoelectric power sheet to keep the cold end surface of the thermoelectric power sheet clean and free of grease, dirt, etc.
2)涂覆导热硅胶2) Coating thermal silica gel
将导热硅胶均匀地涂覆于温差发电片冷端。Coat the thermal silica gel evenly on the cold end of the thermoelectric power sheet.
步骤十、铺设钢板过渡层Step 10, laying steel plate transition layer
1)钢板的运送与装配1) Transportation and assembly of steel plates
采用修路车运载和安装钢板过渡层,分幅安装,与玻璃纤维增加聚合物薄板表面形成错缝,安装须在步骤八黏结层黏结料固化前完成。Use road repair vehicles to carry and install the steel plate transition layer, install it in split widths, and form staggered seams with the surface of the glass fiber reinforced polymer sheet. The installation must be completed before the curing of the bonding layer in step 8.
2)粘贴温差发电片冷端2) Paste the cold end of the thermoelectric power sheet
将涂覆了导热硅胶的温差发电片冷端粘贴于降温冷却装置上表面。Paste the cold end of the thermoelectric power sheet coated with thermally conductive silica gel on the upper surface of the cooling device.
3)焊接3) Welding
采用焊接的方式连接钢板过渡层之间的缝隙。The gap between the transition layers of steel plates is connected by welding.
步骤十一、涂覆钢板过渡层与沥青路面下面层导热型黏结层Step 11: Coating the steel plate transition layer and the thermal conductive bonding layer under the asphalt pavement
1)计算导热型黏结材料用量1) Calculate the amount of thermally conductive bonding material
导热型黏结层的厚度控制为2~3mm,须先计算黏结层用量,按照整幅路面每10m为一个单元计算。The thickness of the thermally conductive adhesive layer is controlled to be 2~3mm, and the amount of the adhesive layer must be calculated first. It is calculated as a unit for every 10m of the entire road surface.
2)配制导热型黏结材料2) Preparation of thermally conductive bonding materials
以双酚A型环氧树脂90~100份、羧基液体丁腈橡胶10~20份、1,4-丁二醇二缩水甘油醚10~20份、聚酰胺30~40份、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷1~2份、2,4,6-三(二甲氨基甲基)苯酚5~10份、碳纳米管150~200份作为原材料按照重量份数计配制Based on 90-100 parts of bisphenol A epoxy resin, 10-20 parts of carboxyl liquid nitrile rubber, 10-20 parts of 1,4-butanediol diglycidyl ether, 30-40 parts of polyamide, γ-(2 , 3-glycidoxy) propyl trimethoxysilane 1 to 2 parts, 2,4,6-tris (dimethylaminomethyl) phenol 5 to 10 parts, carbon nanotubes 150 to 200 parts as raw materials by weight Counting preparation
3)涂覆导热型黏结材料3) Coating thermally conductive bonding material
执行所述步骤十12~18h后,在常温下用刷胶刷将配制的导热型黏结材料涂覆于清洁的钢板过渡层表面,采用刷胶刷在钢板过渡层表面涂刷3~4遍,保证导热型黏结材料涂覆的均匀 性,刷胶的时间间隔视适时环境而定。After performing the above steps for 12 to 18 hours, apply the formulated thermally conductive bonding material on the surface of the clean steel plate transition layer with a glue brush at room temperature, and use the glue brush to apply 3 to 4 times on the surface of the steel plate transition layer. To ensure the uniformity of the application of the thermally conductive bonding material, the time interval of brushing depends on the timely environment.
步骤十二、铺设沥青路面下面层Step 12. Lay the lower layer of asphalt pavement
1)配合比设计1) Mix design
沥青路面下面层混合料配合比设计依据《公路沥青路面施工技术规范》。The design of the mixture ratio of the lower layer of the asphalt pavement is based on the "Technical Specification for Highway Asphalt Pavement Construction".
2)拌和与运输2) Mixing and transportation
沥青混合料下面层混合料的拌和采用沥青拌合站集中制备后用车辆运送到施工现场,沥青路面下面层混合料的运输条件与普通道路沥青混合料相同;The mixture of the lower layer of asphalt mixture is prepared by an asphalt mixing station and transported to the construction site by vehicles. The transportation conditions of the mixture of the lower layer of asphalt pavement are the same as those of ordinary road asphalt mixture;
3)摊铺与压实3) Paving and compaction
摊铺时须控制沥青混合料的离析,采用钢筒式压路机碾压2~3遍,接着采用胶轮压路机碾压2~3遍,最后采用振动压路机静压2~3遍。During paving, the segregation of the asphalt mixture must be controlled. A steel drum roller is used to roll it for 2 to 3 times, followed by a rubber roller for 2 to 3 times, and finally a vibrating roller for static pressure for 2 to 3 times.
步骤十三、涂覆沥青路面下面层与沥青路面上面层导热型黏结层Step 13. Coating the lower layer of the asphalt pavement and the upper layer of the asphalt pavement with a thermally conductive adhesive layer
1)计算导热型黏结材料用量1) Calculate the amount of thermally conductive bonding material
导热型黏结层的厚度控制为2~3mm,须先计算黏结层用量,按照整幅路面每10m为一个单元计算。The thickness of the thermally conductive adhesive layer is controlled to be 2~3mm, and the amount of the adhesive layer must be calculated first. It is calculated as a unit for every 10m of the entire road surface.
2)配制导热型黏结材料2) Preparation of thermally conductive bonding materials
以双酚A型环氧树脂90~100份、羧基液体丁腈橡胶10~20份、1,4-丁二醇二缩水甘油醚10~20份、聚酰胺30~40份、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷1~2份、2,4,6-三(二甲氨基甲基)苯酚5~10份、碳纳米管150~200份作为原材料按照重量份数计配制Based on 90-100 parts of bisphenol A epoxy resin, 10-20 parts of carboxyl liquid nitrile rubber, 10-20 parts of 1,4-butanediol diglycidyl ether, 30-40 parts of polyamide, γ-(2 , 3-glycidoxy) propyl trimethoxysilane 1 to 2 parts, 2,4,6-tris (dimethylaminomethyl) phenol 5 to 10 parts, carbon nanotubes 150 to 200 parts as raw materials by weight Counting preparation
3)涂覆导热型黏结材料3) Coating thermally conductive bonding material
在常温下用刷胶刷将配制的导热型黏结材料涂覆于清洁的沥青路面下面层表面,采用刷胶刷在沥青路面下面层表面涂刷3~4遍,保证导热型黏结材料涂覆的均匀性,刷胶的时间间隔视适时环境而定。Apply the formulated thermally conductive adhesive material to the lower surface of the clean asphalt pavement with a rubber brush at room temperature, and use the rubber brush to paint the lower surface of the asphalt pavement 3 to 4 times to ensure that the thermally conductive adhesive material is coated Uniformity, the time interval of brushing glue depends on the timely environment.
步骤十四、铺设沥青路面上面层Step 14. Laying the upper layer of asphalt pavement
1)配合比设计1) Mix design
沥青路面上面层混合料配合比设计依据《公路沥青路面施工技术规范》。The design of the mixture ratio of the upper layer of asphalt pavement is based on the "Technical Specification for Highway Asphalt Pavement Construction".
2)拌和与运输2) Mixing and transportation
沥青混合料上面层混合料的拌和采用沥青拌合站集中制备后用车辆运送到施工现场,沥青路面上面层混合料的运输条件与普通道路沥青混合料相同;The upper layer of the asphalt mixture is mixed by the asphalt mixing station and then transported to the construction site by vehicles. The transportation conditions of the upper layer of the asphalt pavement are the same as the ordinary road asphalt mixture;
3)摊铺与压实3) Paving and compaction
摊铺时须控制沥青混合料的离析,采用钢筒式压路机碾压2~3遍,接着采用胶轮压路机碾压2~3遍,最后采用振动压路机静压2~3遍。During paving, the segregation of the asphalt mixture must be controlled. A steel drum roller is used to roll it for 2 to 3 times, followed by a rubber roller for 2 to 3 times, and finally a vibrating roller for static pressure for 2 to 3 times.
步骤十五、粘贴钢板过渡层上表面温差发电片Step 15. Paste the temperature difference power generation sheet on the upper surface of the steel plate transition layer
1)清理表面1) Clean the surface
采用清洁纸处理温差发电片热端表面,保持温差发电片热端表面清洁,无油脂、污物等。Use cleaning paper to treat the surface of the hot end of the thermoelectric power sheet to keep the surface of the hot end of the thermoelectric power sheet clean and free of grease and dirt.
2)粘贴温差发电片热端2) Paste the hot end of the thermoelectric power sheet
将导热硅胶均匀地涂覆于温差发电片热端,然后将将涂覆了导热硅胶的温差发电片热端粘贴于钢板过渡层上表面。The thermally conductive silica gel is evenly coated on the hot end of the thermoelectric power generation sheet, and then the hot end of the thermally conductive silica gel coated thermal power generation sheet is pasted on the upper surface of the steel plate transition layer.
步骤十六、粘贴温差发电片冷端Step 16. Paste the cold end of the thermoelectric power sheet
1)清理表面1) Clean the surface
执行步骤十五之后12~18h,擦拭温差发电片冷端及降温冷却装置下表面,保持温差发电片冷端及降温冷却装置下表面干净、清洁。After performing step 15 for 12 to 18 hours, wipe the cold end of the thermoelectric power generation sheet and the lower surface of the cooling device to keep the cold end of the thermoelectric power generation sheet and the lower surface of the cooling device clean and clean.
2)粘贴温差发电片冷端2) Paste the cold end of the thermoelectric power sheet
将导热硅胶均匀地涂覆于温差发电片冷端,将温差发电片冷端粘贴于降温冷却装置下表面。The thermally conductive silica gel is evenly coated on the cold end of the thermoelectric power generation sheet, and the cold end of the thermoelectric power generation sheet is pasted on the lower surface of the cooling device.
步骤十七、连接降温冷却装置与排水管道Step 17. Connect the cooling device and the drainage pipe
执行步骤十六之后12~18h,将降温冷却装置与塑料类基层中空结构中的排水管道连通。After performing step 16 for 12 to 18 hours, the cooling device is connected to the drainage pipe in the hollow structure of the plastic base layer.
步骤十八、覆盖保护装置Step 18. Cover the protective device
将保护装置槽钢覆盖于路面两侧降温冷却模块上,并用不锈钢螺钉固定槽钢保护装置底部。Cover the channel steel of the protection device on the cooling modules on both sides of the road surface, and fix the bottom of the channel steel protection device with stainless steel screws.
下面结合具体参数对本发明的操作方法进行举例说明。The operation method of the present invention will be illustrated by examples in combination with specific parameters.
实施例一:Example one:
首先根据现场施工图在路基上放出中心线和边线,并保证路基的平整、清洁干净;然后将废弃塑料回收、破碎,在加工中心经过处理按照设计图纸进行装配式中空构造板体加工,将加工成型好的塑料类基层板体装入运送车辆运送到施工现场,采用修路车进行分幅拼装,且每拼装一块塑料类基层板体,用不锈钢螺钉固定塑料类基层的四个角于路基中,接着采用钢轮压路机碾压3遍;然后按照设计图纸在塑料类基层中空构造中安装排水管道、交通设施线缆、传感装置,并采用钢筋焊接固定各管道,对排水管道、交通设施线缆、传感装置采用塑料隔板隔开,接着采用灌缝胶浇灌每块塑料类基层板体之间的缝隙,浇灌完成后马上清理塑料类基层表面,保证塑料类基层干净、整洁;管道安装完成后,在塑料类基层两侧采用振动法浇筑水泥混凝土竖桩,水泥混凝土竖桩深200mm,将钢板过渡层下表面温差发电片降温冷却装置焊接于水泥混凝土桩上,使降温冷却装置上表面与塑料类基层表面齐平;以双酚A型环氧树脂90份、羧基液体丁腈橡胶5份、聚酰胺30份作为原材料按照重量份数计配制黏结材料,在常温下用刷胶刷将配制的黏结材料涂覆于干燥清洁的塑料类基层表面,采用刷胶刷在塑料类基层表面涂刷3遍,控制黏结层的厚度2mm;按照设计图纸在指定预制中心预制玻璃纤维增强聚合物板,玻璃纤维增强聚合物板隔热层厚5mm,在玻璃纤维增强聚合物板隔热层上撒布粒径为2.36~4.75mm的细集料,将预制好的玻璃纤维增强聚合物板隔热层运送到 施工现场,采用修路车分幅装配,然后采用灌封胶浇灌每块玻璃纤维增强聚合物板之间的缝隙,浇灌完后马上清理玻璃纤维增加聚合物板表面,保证玻璃纤维增强聚合物板表面干净、整洁;用砂纸打磨钢板上下表面,保持钢板表面清洁,用刷漆刷均匀涂覆环氧富锌漆于所述钢板过渡层上下表面,控制环氧富锌漆的厚度为2mm;用清洁纸处理温差发电片热端表面,保持温差发电片热端表面清洁,将导热硅胶均匀地涂覆于温差发电片热端,并将其粘贴于钢板过渡层下表面;以双酚A型环氧树脂90份、羧基液体丁腈橡胶5份、聚酰胺30份作为原材料按照重量份数计配制黏结材料,在常温下用刷胶刷将配制的黏结材料涂覆于干燥清洁的玻璃纤维增强聚合物板表面,采用刷胶刷在塑料类基层表面涂刷3遍,控制黏结层的厚度2mm;用清洁纸处理温差发电片冷端表面,保持温差发电片冷端表面清洁,将导热硅胶均匀地涂覆于温差发电片冷端;采用修路车运载和分幅安装钢板过渡层,与玻璃纤维增加聚合物薄板表面形成错缝,将涂覆了导热硅胶的温差发电片冷端粘贴于降温冷却装置上表面,采用焊接的方式连接钢板过渡层之间的缝隙;以双酚A型环氧树脂90份、羧基液体丁腈橡胶10份、1,4-丁二醇二缩水甘油醚10份、聚酰胺30份、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷1份、2,4,6-三(二甲氨基甲基)苯酚5份、碳纳米管150份作为原材料按照重量份数计配制导热型黏结材料,12h后在常温下用刷胶刷将配制的导热型黏结材料涂覆于清洁的钢板过渡层表面,采用刷胶刷在钢板过渡层表面涂刷3遍;铺设沥青路面下面层,下面层采用环氧沥青混凝土;以双酚A型环氧树脂90份、羧基液体丁腈橡胶10份、1,4-丁二醇二缩水甘油醚10份、聚酰胺30份、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷1份、2,4,6-三(二甲氨基甲基)苯酚5份、碳纳米管150份作为原材料按照重量份数计配制导热型黏结材料,12h后在常温下用刷胶刷将配制的导热型黏结材料涂覆于环氧沥青混凝土下面层表面,采用刷胶刷在环氧沥青混凝土下面层表面涂刷3遍;铺设沥青路面上面层,上面层采用环氧沥青混凝土;用清洁纸处理温差发电片热端表面,保持温差发电片热端表面清洁,将导热硅胶均匀地涂覆于温差发电片热端, 并将其粘贴于钢板过渡层上表面;12h后擦拭温差发电片冷端及降温冷却装置下表面,保持温差发电片冷端及降温冷却装置下表面清洁,将导热硅胶均匀地涂覆于温差发电片冷端,并粘贴于降温冷却装置下表面;12h后连通降温冷却装置与塑料类基层中空结构中的排水管道;覆盖保护装置,并用不锈钢螺钉固定保护装置底部。First release the centerline and sideline on the roadbed according to the on-site construction drawings, and ensure that the roadbed is flat and clean; then the waste plastics are recycled and shredded, and processed in the processing center according to the design drawings to process the assembled hollow structure board. The formed plastic base layer slabs are loaded into the transportation vehicle and transported to the construction site. The road repairing vehicle is used to assemble each piece of plastic base slab, and the four corners of the plastic base layer are fixed in the roadbed with stainless steel screws. , Then use a steel wheel roller to roll three times; then install drainage pipes, transportation facilities cables, and sensing devices in the plastic base hollow structure according to the design drawings, and use steel bars to weld the pipes to the drainage pipes and transportation facilities. The cable and the sensing device are separated by a plastic partition, and then the gap between each plastic base plate is poured with a potting glue. The surface of the plastic base is cleaned immediately after the pouring is completed to ensure that the plastic base is clean and tidy; pipeline installation After completion, use vibration method to pour cement concrete vertical piles on both sides of the plastic base layer. The depth of the cement concrete vertical pile is 200mm. The temperature difference power generation sheet cooling device on the lower surface of the steel plate transition layer is welded to the cement concrete pile to make the upper surface of the cooling device Flush with the surface of the plastic base layer; use 90 parts of bisphenol A epoxy resin, 5 parts of carboxyl liquid nitrile rubber, and 30 parts of polyamide as raw materials to prepare the bonding material in parts by weight. The prepared bonding material is coated on the surface of the dry and clean plastic base layer, and the plastic base layer surface is brushed 3 times with a brushing brush to control the thickness of the bonding layer 2mm; the glass fiber reinforced polymer board is prefabricated in the designated prefabrication center according to the design drawings , The thickness of the glass fiber reinforced polymer board heat insulation layer is 5mm, and the fine aggregate with a particle size of 2.36~4.75mm is sprinkled on the glass fiber reinforced polymer board heat insulation layer, and the prefabricated glass fiber reinforced polymer board heat insulation layer Transport to the construction site, use a road repairing vehicle to split and assemble, and then use potting glue to pour the gap between each glass fiber reinforced polymer board. After pouring, immediately clean the glass fiber to increase the surface of the polymer board to ensure the glass fiber reinforced polymerization The surface of the object board is clean and tidy; sand the upper and lower surfaces of the steel plate with sandpaper to keep the surface of the steel plate clean. Use a paint brush to evenly coat the upper and lower surfaces of the transition layer of the steel plate with epoxy zinc-rich paint, and control the thickness of the epoxy zinc-rich paint to 2mm ; Treat the hot end surface of the thermoelectric power sheet with cleaning paper, keep the surface of the hot end of the thermoelectric power sheet clean, evenly coat the hot end of the thermoelectric power sheet, and paste it on the lower surface of the steel plate transition layer; use bisphenol A 90 parts of type epoxy resin, 5 parts of carboxyl liquid nitrile rubber, and 30 parts of polyamide are used as raw materials to prepare bonding materials in parts by weight. At room temperature, use a brush to coat the prepared bonding materials on dry and clean glass fibers. Reinforce the surface of the polymer board, use a brush to paint the surface of the plastic base layer 3 times to control the thickness of the bonding layer 2mm; treat the cold end surface of the thermoelectric power generation sheet with cleaning paper, keep the cold end surface of the thermoelectric power generation sheet clean, and heat the silica gel Evenly coat the cold end of the thermoelectric power generation sheet; use road repair vehicles to carry and install the steel plate transition layer , Form staggered seams on the surface of the glass fiber reinforced polymer sheet, paste the cold end of the thermoelectric power sheet coated with thermally conductive silica gel on the upper surface of the cooling device, and connect the gap between the transition layers of the steel plate by welding; use bisphenol A 90 parts of type epoxy resin, 10 parts of carboxyl liquid nitrile rubber, 10 parts of 1,4-butanediol diglycidyl ether, 30 parts of polyamide, γ-(2,3-glycidoxy)propyl trimethoxy 1 part of base silane, 5 parts of 2,4,6-tris(dimethylaminomethyl)phenol, and 150 parts of carbon nanotubes as raw materials to prepare thermally conductive bonding materials in parts by weight, 12h later at room temperature with a brush Coat the prepared thermally conductive bonding material on the surface of the clean steel plate transition layer, and use a brush to paint the surface of the steel plate transition layer 3 times; pave the lower layer of the asphalt pavement, and use epoxy asphalt concrete for the lower layer; use bisphenol A type 90 parts of epoxy resin, 10 parts of carboxyl liquid nitrile rubber, 10 parts of 1,4-butanediol diglycidyl ether, 30 parts of polyamide, γ-(2,3-glycidoxy)propyl trimethoxy 1 part of silane, 5 parts of 2,4,6-tris(dimethylaminomethyl)phenol, and 150 parts of carbon nanotubes are used as raw materials to prepare a thermally conductive bonding material in parts by weight. After 12 hours, use a brush at room temperature to remove The prepared thermally conductive bonding material is coated on the surface of the lower layer of epoxy asphalt concrete, and the surface of the lower layer of epoxy asphalt concrete is painted 3 times with a brush; the upper layer of asphalt pavement is laid, and the upper layer is made of epoxy asphalt concrete; Treat the hot end surface of the thermoelectric power sheet with paper to keep the surface of the hot end of the thermoelectric power sheet clean, evenly coat the hot end of the thermoelectric power sheet, and paste it on the upper surface of the steel plate transition layer; wipe the thermoelectric power sheet cool after 12 hours To keep the cold end of the thermoelectric power generation sheet and the lower surface of the cooling device clean, apply thermally conductive silica gel to the cold end of the thermoelectric power generation sheet evenly, and paste it on the lower surface of the temperature reduction and cooling device; after 12 hours, it will be connected to the cooling and cooling device. The drainage pipe in the hollow structure of the device and the plastic base layer; cover the protection device, and fix the bottom of the protection device with stainless steel screws.
最后对塑料类基层新型沥青路面进行交工验收,整个铺筑过程结束,开放交通。Finally, the new-type asphalt pavement of the plastic base layer was handed over for acceptance. The entire paving process was completed and traffic was opened.
实施例二:Embodiment two:
首先根据现场施工图在路基上放出中心线和边线,并保证路基的平整、清洁干净;然后将废弃塑料回收、破碎,在加工中心经过处理按照设计图纸进行装配式中空构造板体加工,将加工成型好的塑料类基层板体装入运送车辆运送到施工现场,采用修路车进行分幅拼装,且每拼装一块塑料类基层板体,用不锈钢螺钉固定塑料类基层的四个角于路基中,接着采用钢轮压路机碾压3遍;然后按照设计图纸在塑料类基层中空构造中安装排水管道、交通设施线缆、传感装置,并采用钢筋焊接固定各管道,对排水管道、交通设施线缆、传感装置采用塑料隔板隔开,接着采用灌缝胶浇灌每块塑料类基层板体之间的缝隙,浇灌完成后马上清理塑料类基层表面,保证塑料类基层干净、整洁;管道安装完成后,在塑料类基层两侧采用振动法浇筑水泥混凝土竖桩,水泥混凝土竖桩深200mm,将钢板过渡层下表面温差发电片降温冷却装置焊接于水泥混凝土桩上,使降温冷却装置上表面与塑料类基层表面齐平;以双酚A型环氧树脂100份、羧基液体丁腈橡胶10份、聚酰胺40份作为原材料按照重量份数计配制黏结材料,在常温下用刷胶刷将配制的黏结材料涂覆于干燥清洁的塑料类基层表面,采用刷胶刷在塑料类基层表面涂刷4遍,控制黏结层的厚度2mm;按照设计图纸在指定预制中心预制玻璃纤维增强聚合物板,玻璃纤维增强聚合物板隔热层厚5mm,在玻璃纤维增强聚合物板隔热层上撒布粒径为2.36~4.75mm的细集料,将预制好的玻璃纤维增强聚合物板隔热层运送到施工现场,采用修路车分幅装配,然后采用灌封胶浇灌每块玻璃纤维增强聚合物板之间的 缝隙,浇灌完后马上清理玻璃纤维增加聚合物板表面,保证玻璃纤维增强聚合物板表面干净、整洁;用砂纸打磨钢板上下表面,保持钢板表面清洁,用刷漆刷均匀涂覆环氧富锌漆于所述钢板过渡层上下表面,控制环氧富锌漆的厚度为2mm;用清洁纸处理温差发电片热端表面,保持温差发电片热端表面清洁,将导热硅胶均匀地涂覆于温差发电片热端,并将其粘贴于钢板过渡层下表面;以双酚A型环氧树脂100份、羧基液体丁腈橡胶10份、聚酰胺40份作为原材料按照重量份数计配制黏结材料,在常温下用刷胶刷将配制的黏结材料涂覆于干燥清洁的玻璃纤维增强聚合物板表面,采用刷胶刷在塑料类基层表面涂刷3遍,控制黏结层的厚度2mm;用清洁纸处理温差发电片冷端表面,保持温差发电片冷端表面清洁,将导热硅胶均匀地涂覆于温差发电片冷端;采用修路车运载和分幅安装钢板过渡层,与玻璃纤维增加聚合物薄板表面形成错缝,将涂覆了导热硅胶的温差发电片冷端粘贴于降温冷却装置上表面,采用焊接的方式连接钢板过渡层之间的缝隙;以双酚A型环氧树脂100份、羧基液体丁腈橡胶20份、1,4-丁二醇二缩水甘油醚20份、聚酰胺40份、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷2份、2,4,6-三(二甲氨基甲基)苯酚10份、碳纳米管200份作为原材料按照重量份数计配制导热型黏结材料,18h后在常温下用刷胶刷将配制的导热型黏结材料涂覆于清洁的钢板过渡层表面,采用刷胶刷在钢板过渡层表面涂刷3遍;铺设沥青路面下面层,下面层采用环氧沥青混凝土;以双酚A型环氧树脂100份、羧基液体丁腈橡胶20份、1,4-丁二醇二缩水甘油醚20份、聚酰胺40份、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷2份、2,4,6-三(二甲氨基甲基)苯酚10份、碳纳米管200份作为原材料按照重量份数计配制导热型黏结材料,18h后在常温下用刷胶刷将配制的导热型黏结材料涂覆于环氧沥青混凝土下面层表面,采用刷胶刷在环氧沥青混凝土下面层表面涂刷4遍;铺设沥青路面上面层,上面层采用环氧沥青混凝土;用清洁纸处理温差发电片热端表面,保持温差发电片热端表面清洁,将导热硅胶均匀地涂覆于温差发电片热端,并将其粘贴于钢板过渡层上表面;18h后擦拭温差发电片冷端及降温冷却装置 下表面,保持温差发电片冷端及降温冷却装置下表面清洁,将导热硅胶均匀地涂覆于温差发电片冷端,并粘贴于降温冷却装置下表面;18h后连通降温冷却装置与塑料类基层中空结构中的排水管道;覆盖保护装置,并用不锈钢螺钉固定保护装置底部。First release the centerline and sideline on the roadbed according to the on-site construction drawings, and ensure that the roadbed is flat and clean; then the waste plastics are recycled and shredded, and processed in the processing center according to the design drawings to process the assembled hollow structure board. The formed plastic base layer slabs are loaded into the transportation vehicle and transported to the construction site. The road repairing vehicle is used to assemble each piece of plastic base slab, and the four corners of the plastic base layer are fixed in the roadbed with stainless steel screws. , Then use a steel wheel roller to roll three times; then install drainage pipes, transportation facilities cables, and sensing devices in the plastic base hollow structure according to the design drawings, and use steel bars to weld the pipes to the drainage pipes and transportation facilities. The cable and the sensing device are separated by a plastic partition, and then the gap between each plastic base plate is poured with a potting glue. The surface of the plastic base is cleaned immediately after the pouring is completed to ensure that the plastic base is clean and tidy; pipeline installation After completion, use vibration method to pour cement concrete vertical piles on both sides of the plastic base layer. The depth of the cement concrete vertical pile is 200mm. The temperature difference power generation sheet cooling device on the lower surface of the steel plate transition layer is welded to the cement concrete pile to make the upper surface of the cooling device Flush with the surface of the plastic base layer; use 100 parts of bisphenol A epoxy resin, 10 parts of carboxyl liquid nitrile rubber, and 40 parts of polyamide as raw materials to prepare the bonding material in parts by weight. The prepared bonding material is coated on the surface of the dry and clean plastic base layer, and the plastic base layer surface is painted 4 times with a brushing brush to control the thickness of the bonding layer 2mm; the glass fiber reinforced polymer board is prefabricated in the designated prefabrication center according to the design drawings , The thickness of the glass fiber reinforced polymer board heat insulation layer is 5mm, and the fine aggregate with a particle size of 2.36~4.75mm is sprinkled on the glass fiber reinforced polymer board heat insulation layer, and the prefabricated glass fiber reinforced polymer board heat insulation layer Transport to the construction site, use a road repairing vehicle to split and assemble, and then use potting glue to pour the gap between each glass fiber reinforced polymer board. After pouring, immediately clean the glass fiber to increase the surface of the polymer board to ensure the glass fiber reinforced polymerization The surface of the object board is clean and tidy; sand the upper and lower surfaces of the steel plate with sandpaper to keep the surface of the steel plate clean. Use a paint brush to evenly coat the upper and lower surfaces of the transition layer of the steel plate with epoxy zinc-rich paint, and control the thickness of the epoxy zinc-rich paint to 2mm ; Treat the hot end surface of the thermoelectric power sheet with cleaning paper, keep the surface of the hot end of the thermoelectric power sheet clean, evenly coat the hot end of the thermoelectric power sheet, and paste it on the lower surface of the steel plate transition layer; use bisphenol A 100 parts of type epoxy resin, 10 parts of carboxyl liquid nitrile rubber, and 40 parts of polyamide are used as raw materials to prepare bonding materials in parts by weight. At room temperature, use a brush to coat the prepared bonding materials on dry and clean glass fibers Reinforce the surface of the polymer board, use a brush to paint the surface of the plastic base layer 3 times to control the thickness of the bonding layer 2mm; treat the cold end surface of the thermoelectric power generation sheet with cleaning paper, keep the cold end surface of the thermoelectric power generation sheet clean, and heat the silica gel Evenly coated on the cold end of the thermoelectric power generation sheet; using road repair vehicles to carry and install steel The plate transition layer forms a staggered seam with the surface of the glass fiber reinforced polymer sheet. The cold end of the thermoelectric power sheet coated with thermal silica gel is pasted on the upper surface of the cooling device, and the gap between the steel plate transition layer is connected by welding; 100 parts of bisphenol A epoxy resin, 20 parts of carboxyl liquid nitrile rubber, 20 parts of 1,4-butanediol diglycidyl ether, 40 parts of polyamide, γ-(2,3-epoxypropoxy) propylene 2 parts of trimethoxysilane, 10 parts of 2,4,6-tris(dimethylaminomethyl)phenol, and 200 parts of carbon nanotubes are used as raw materials to prepare a thermally conductive bonding material based on parts by weight, and use it at room temperature after 18 hours Apply the prepared thermally conductive bonding material on the surface of the clean steel plate transition layer with a rubber brush, and use a rubber brush to paint the surface of the steel plate transition layer 3 times; pave the lower layer of the asphalt pavement, and use epoxy asphalt concrete for the lower layer; 100 parts of phenol A epoxy resin, 20 parts of carboxyl liquid nitrile rubber, 20 parts of 1,4-butanediol diglycidyl ether, 40 parts of polyamide, γ-(2,3-epoxypropoxy)propyl 2 parts of trimethoxysilane, 10 parts of 2,4,6-tris(dimethylaminomethyl)phenol, and 200 parts of carbon nanotubes are used as raw materials to prepare a thermally conductive bonding material in parts by weight. After 18 hours, use a brush at room temperature. Glue brush is to coat the prepared thermally conductive bonding material on the surface of the lower layer of epoxy asphalt concrete, and use the glue brush to paint the surface of the lower layer of epoxy asphalt concrete 4 times; to lay the upper layer of asphalt pavement, the upper layer uses epoxy asphalt concrete ; Treat the hot end surface of the thermoelectric power sheet with cleaning paper, keep the surface of the hot end of the thermoelectric power sheet clean, evenly coat the thermally conductive silica gel on the hot end of the thermoelectric power sheet, and paste it on the upper surface of the steel plate transition layer; wipe the temperature difference after 18h The cold end of the power generation sheet and the lower surface of the cooling device, keep the cold end of the thermoelectric power generation sheet and the lower surface of the cooling device clean, evenly coat the thermal silica gel on the cold end of the thermoelectric power generation sheet, and paste it on the lower surface of the cooling device; after 18h Connect the cooling and cooling device with the drainage pipe in the plastic base hollow structure; cover the protection device, and fix the bottom of the protection device with stainless steel screws.
最后对塑料类基层新型沥青路面进行交工验收,整个铺筑过程结束,开放交通。Finally, the new-type asphalt pavement of the plastic base layer was handed over for acceptance. The entire paving process was completed and traffic was opened.
实施例三:Example three:
首先根据现场施工图在路基上放出中心线和边线,并保证路基的平整、清洁干净;然后将废弃塑料回收、破碎,在加工中心经过处理按照设计图纸进行装配式中空构造板体加工,将加工成型好的塑料类基层板体装入运送车辆运送到施工现场,采用修路车进行分幅拼装,且每拼装一块塑料类基层板体,用不锈钢螺钉固定塑料类基层的四个角于路基中,接着采用钢轮压路机碾压3遍;然后按照设计图纸在塑料类基层中空构造中安装排水管道、交通设施线缆、传感装置,并采用钢筋焊接固定各管道,对排水管道、交通设施线缆、传感装置采用塑料隔板隔开,接着采用灌缝胶浇灌每块塑料类基层板体之间的缝隙,浇灌完成后马上清理塑料类基层表面,保证塑料类基层干净、整洁;管道安装完成后,在塑料类基层两侧采用振动法浇筑水泥混凝土竖桩,水泥混凝土竖桩深200mm,将钢板过渡层下表面温差发电片降温冷却装置焊接于水泥混凝土桩上,使降温冷却装置上表面与塑料类基层表面齐平;以双酚A型环氧树脂90份、羧基液体丁腈橡胶5份、聚酰胺30份作为原材料按照重量份数计配制黏结材料,在常温下用刷胶刷将配制的黏结材料涂覆于干燥清洁的塑料类基层表面,采用刷胶刷在塑料类基层表面涂刷3遍,控制黏结层的厚度2mm;按照设计图纸在指定预制中心预制玻璃纤维增强聚合物板,玻璃纤维增强聚合物板隔热层厚5mm,在玻璃纤维增强聚合物板隔热层上撒布粒径为2.36~4.75mm的细集料,将预制好的玻璃纤维增强聚合物板隔热层运送到施工现场,采用修路车分幅装配,然后采用灌封胶浇灌每块玻璃纤维增强聚合物板之间的缝隙,浇灌完后马上清理玻璃纤维增加聚合物板表面,保证玻璃纤维增强聚合物板表面干净、 整洁;用砂纸打磨钢板上下表面,保持钢板表面清洁,用刷漆刷均匀涂覆环氧富锌漆于所述钢板过渡层上下表面,控制环氧富锌漆的厚度为2mm;用清洁纸处理温差发电片热端表面,保持温差发电片热端表面清洁,将导热硅胶均匀地涂覆于温差发电片热端,并将其粘贴于钢板过渡层下表面;以双酚A型环氧树脂90份、羧基液体丁腈橡胶5份、聚酰胺30份作为原材料按照重量份数计配制黏结材料,在常温下用刷胶刷将配制的黏结材料涂覆于干燥清洁的玻璃纤维增强聚合物板表面,采用刷胶刷在塑料类基层表面涂刷3遍,控制黏结层的厚度2mm;用清洁纸处理温差发电片冷端表面,保持温差发电片冷端表面清洁,将导热硅胶均匀地涂覆于温差发电片冷端;采用修路车运载和分幅安装钢板过渡层,与玻璃纤维增加聚合物薄板表面形成错缝,将涂覆了导热硅胶的温差发电片冷端粘贴于降温冷却装置上表面,采用焊接的方式连接钢板过渡层之间的缝隙;以双酚A型环氧树脂90份、羧基液体丁腈橡胶10份、1,4-丁二醇二缩水甘油醚10份、聚酰胺30份、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷1份、2,4,6-三(二甲氨基甲基)苯酚5份、碳纳米管150份作为原材料按照重量份数计配制导热型黏结材料,12h后在常温下用刷胶刷将配制的导热型黏结材料涂覆于清洁的钢板过渡层表面,采用刷胶刷在钢板过渡层表面涂刷3遍;铺设沥青路面下面层,下面层采用SBS改性沥青SMA;以双酚A型环氧树脂90份、羧基液体丁腈橡胶10份、1,4-丁二醇二缩水甘油醚10份、聚酰胺30份、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷1份、2,4,6-三(二甲氨基甲基)苯酚5份、碳纳米管150份作为原材料按照重量份数计配制导热型黏结材料,12h后在常温下用刷胶刷将配制的导热型黏结材料涂覆于SBS改性沥青SMA下面层表面,采用刷胶刷在SBS改性沥青SMA下面层表面涂刷3遍;铺设沥青路面上面层,上面层采用SBS改性沥青SMA;用清洁纸处理温差发电片热端表面,保持温差发电片热端表面清洁,将导热硅胶均匀地涂覆于温差发电片热端,并将其粘贴于钢板过渡层上表面;12h后擦拭温差发电片冷端及降温冷却装置下表面,保持温差发电片冷端及降温冷却装置下表面清洁,将导热硅胶均匀地涂覆于温差发电 片冷端,并粘贴于降温冷却装置下表面;12h后连通降温冷却装置与塑料类基层中空结构中的排水管道;覆盖保护装置,并用不锈钢螺钉固定保护装置底部。First release the centerline and sideline on the roadbed according to the on-site construction drawings, and ensure that the roadbed is flat and clean; then the waste plastics are recycled and shredded, and processed in the processing center according to the design drawings to process the assembled hollow structure board. The formed plastic base layer slabs are loaded into the transportation vehicle and transported to the construction site. The road repairing vehicle is used to assemble each piece of plastic base slab, and the four corners of the plastic base layer are fixed in the roadbed with stainless steel screws. , Then use a steel wheel roller to roll three times; then install drainage pipes, transportation facilities cables, and sensing devices in the plastic base hollow structure according to the design drawings, and use steel bars to weld the pipes to the drainage pipes and transportation facilities. The cable and the sensing device are separated by a plastic partition, and then the gap between each plastic base plate is poured with a potting glue. The surface of the plastic base is cleaned immediately after the pouring is completed to ensure that the plastic base is clean and tidy; pipeline installation After completion, use vibration method to pour cement concrete vertical piles on both sides of the plastic base layer. The depth of the cement concrete vertical pile is 200mm. The temperature difference power generation sheet cooling device on the lower surface of the steel plate transition layer is welded to the cement concrete pile to make the upper surface of the cooling device Flush with the surface of the plastic base layer; use 90 parts of bisphenol A epoxy resin, 5 parts of carboxyl liquid nitrile rubber, and 30 parts of polyamide as raw materials to prepare the bonding material in parts by weight. The prepared bonding material is coated on the surface of the dry and clean plastic base layer, and the plastic base layer surface is brushed 3 times with a brushing brush to control the thickness of the bonding layer 2mm; the glass fiber reinforced polymer board is prefabricated in the designated prefabrication center according to the design drawings , The thickness of the glass fiber reinforced polymer board heat insulation layer is 5mm, and the fine aggregate with a particle size of 2.36~4.75mm is sprinkled on the glass fiber reinforced polymer board heat insulation layer, and the prefabricated glass fiber reinforced polymer board heat insulation layer Transport to the construction site, use a road repairing vehicle to split and assemble, and then use potting glue to pour the gap between each glass fiber reinforced polymer board. After pouring, immediately clean the glass fiber to increase the surface of the polymer board to ensure the glass fiber reinforced polymerization The surface of the object board is clean and tidy; sand the upper and lower surfaces of the steel plate with sandpaper to keep the surface of the steel plate clean, and evenly coat the upper and lower surfaces of the transition layer of the steel plate with epoxy zinc-rich paint with a paint brush, and control the thickness of the epoxy zinc-rich paint to 2mm ; Treat the hot end surface of the thermoelectric power sheet with cleaning paper, keep the surface of the hot end of the thermoelectric power sheet clean, evenly coat the hot end of the thermoelectric power sheet, and paste it on the lower surface of the steel plate transition layer; use bisphenol A 90 parts of type epoxy resin, 5 parts of carboxyl liquid nitrile rubber, and 30 parts of polyamide are used as raw materials to prepare bonding materials in parts by weight. At room temperature, use a brush to coat the prepared bonding materials on dry and clean glass fibers. Reinforce the surface of the polymer board, use a brush to paint the surface of the plastic base layer 3 times to control the thickness of the bonding layer 2mm; treat the cold end surface of the thermoelectric power generation sheet with cleaning paper, keep the cold end surface of the thermoelectric power generation sheet clean, and heat the silica gel Evenly coat the cold end of the thermoelectric power generation sheet; use road repair vehicles to carry and install the steel plate transition layer , Form staggered seams on the surface of the glass fiber reinforced polymer sheet, paste the cold end of the thermoelectric power sheet coated with thermally conductive silica gel on the upper surface of the cooling device, and connect the gap between the transition layers of the steel plate by welding; use bisphenol A 90 parts of type epoxy resin, 10 parts of carboxyl liquid nitrile rubber, 10 parts of 1,4-butanediol diglycidyl ether, 30 parts of polyamide, γ-(2,3-glycidoxy)propyl trimethoxy 1 part of base silane, 5 parts of 2,4,6-tris(dimethylaminomethyl)phenol, and 150 parts of carbon nanotubes as raw materials to prepare thermally conductive bonding materials in parts by weight, 12h later at room temperature with a brush Coat the prepared thermally conductive bonding material on the surface of the clean steel plate transition layer, and use a brush to paint the surface of the steel plate transition layer 3 times; pave the lower layer of the asphalt pavement, and use SBS modified asphalt SMA for the lower layer; use bisphenol A 90 parts of type epoxy resin, 10 parts of carboxyl liquid nitrile rubber, 10 parts of 1,4-butanediol diglycidyl ether, 30 parts of polyamide, γ-(2,3-glycidoxy)propyl trimethoxy 1 part of base silane, 5 parts of 2,4,6-tris(dimethylaminomethyl)phenol, and 150 parts of carbon nanotubes as raw materials to prepare thermally conductive bonding materials in parts by weight, 12h later at room temperature with a brush Coat the prepared thermally conductive bonding material on the surface of the lower layer of SBS modified asphalt SMA, and use a brush brush to paint the surface of the lower layer of SBS modified asphalt SMA 3 times; pave the upper layer of asphalt pavement, and use SBS modified asphalt for the upper layer SMA; Treat the hot end surface of the thermoelectric power sheet with cleaning paper, keep the hot end surface of the thermoelectric power sheet clean, evenly coat the thermally conductive silica gel on the hot end of the thermoelectric power sheet, and paste it on the upper surface of the steel plate transition layer; wipe after 12h The cold end of the thermoelectric power generation sheet and the lower surface of the cooling device, keep the cold end of the thermoelectric power generation sheet and the lower surface of the cooling device clean, evenly coat the cold end of the thermoelectric power generation sheet, and paste it on the lower surface of the cooling device; 12h After connecting the cooling and cooling device with the drainage pipe in the plastic base hollow structure; covering the protection device, and fixing the bottom of the protection device with stainless steel screws.
最后对塑料类基层新型沥青路面进行交工验收,整个铺筑过程结束,开放交通。Finally, the new-type asphalt pavement of the plastic base layer was handed over for acceptance. The entire paving process was completed and traffic was opened.
实施例四:Embodiment four:
首先根据现场施工图在路基上放出中心线和边线,并保证路基的平整、清洁干净;然后将废弃塑料回收、破碎,在加工中心经过处理按照设计图纸进行装配式中空构造板体加工,将加工成型好的塑料类基层板体装入运送车辆运送到施工现场,采用修路车进行分幅拼装,且每拼装一块塑料类基层板体,用不锈钢螺钉固定塑料类基层的四个角于路基中,接着采用钢轮压路机碾压3遍;然后按照设计图纸在塑料类基层中空构造中安装排水管道、交通设施线缆、传感装置,并采用钢筋焊接固定各管道,对排水管道、交通设施线缆、传感装置采用塑料隔板隔开,接着采用灌缝胶浇灌每块塑料类基层板体之间的缝隙,浇灌完成后马上清理塑料类基层表面,保证塑料类基层干净、整洁;管道安装完成后,在塑料类基层两侧采用振动法浇筑水泥混凝土竖桩,水泥混凝土竖桩深200mm,将钢板过渡层下表面温差发电片降温冷却装置焊接于水泥混凝土桩上,使降温冷却装置上表面与塑料类基层表面齐平;以双酚A型环氧树脂100份、羧基液体丁腈橡胶10份、聚酰胺40份作为原材料按照重量份数计配制黏结材料,在常温下用刷胶刷将配制的黏结材料涂覆于干燥清洁的塑料类基层表面,采用刷胶刷在塑料类基层表面涂刷4遍,控制黏结层的厚度2mm;按照设计图纸在指定预制中心预制玻璃纤维增强聚合物板,玻璃纤维增强聚合物板隔热层厚5mm,在玻璃纤维增强聚合物板隔热层上撒布粒径为2.36~4.75mm的细集料,将预制好的玻璃纤维增强聚合物板隔热层运送到施工现场,采用修路车分幅装配,然后采用灌封胶浇灌每块玻璃纤维增强聚合物板之间的缝隙,浇灌完后马上清理玻璃纤维增加聚合物板表面,保证玻璃纤维增强聚合物板表面干净、整洁;用砂纸打磨钢板上下表面,保持钢板表面清洁,用刷漆刷均匀涂覆环氧富锌漆于所述 钢板过渡层上下表面,控制环氧富锌漆的厚度为2mm;用清洁纸处理温差发电片热端表面,保持温差发电片热端表面清洁,将导热硅胶均匀地涂覆于温差发电片热端,并将其粘贴于钢板过渡层下表面;以双酚A型环氧树脂100份、羧基液体丁腈橡胶10份、聚酰胺40份作为原材料按照重量份数计配制黏结材料,在常温下用刷胶刷将配制的黏结材料涂覆于干燥清洁的玻璃纤维增强聚合物板表面,采用刷胶刷在塑料类基层表面涂刷3遍,控制黏结层的厚度2mm;用清洁纸处理温差发电片冷端表面,保持温差发电片冷端表面清洁,将导热硅胶均匀地涂覆于温差发电片冷端;采用修路车运载和分幅安装钢板过渡层,与玻璃纤维增加聚合物薄板表面形成错缝,将涂覆了导热硅胶的温差发电片冷端粘贴于降温冷却装置上表面,采用焊接的方式连接钢板过渡层之间的缝隙;以双酚A型环氧树脂100份、羧基液体丁腈橡胶20份、1,4-丁二醇二缩水甘油醚20份、聚酰胺40份、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷2份、2,4,6-三(二甲氨基甲基)苯酚10份、碳纳米管200份作为原材料按照重量份数计配制导热型黏结材料,18h后在常温下用刷胶刷将配制的导热型黏结材料涂覆于清洁的钢板过渡层表面,采用刷胶刷在钢板过渡层表面涂刷3遍;铺设沥青路面下面层,下面层采用SBS改性沥青SMA;以双酚A型环氧树脂100份、羧基液体丁腈橡胶20份、1,4-丁二醇二缩水甘油醚20份、聚酰胺40份、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷2份、2,4,6-三(二甲氨基甲基)苯酚10份、碳纳米管200份作为原材料按照重量份数计配制导热型黏结材料,18h后在常温下用刷胶刷将配制的导热型黏结材料涂覆于SBS改性沥青SMA下面层表面,采用刷胶刷在SBS改性沥青SMA下面层表面涂刷4遍;铺设沥青路面上面层,上面层采用SBS改性沥青SMA;用清洁纸处理温差发电片热端表面,保持温差发电片热端表面清洁,将导热硅胶均匀地涂覆于温差发电片热端,并将其粘贴于钢板过渡层上表面;18h后擦拭温差发电片冷端及降温冷却装置下表面,保持温差发电片冷端及降温冷却装置下表面清洁,将导热硅胶均匀地涂覆于温差发电片冷端,并粘贴于降温冷却装置下表面;18h后连通降温冷却装置与塑料类基层 中空结构中的排水管道;覆盖保护装置,并用不锈钢螺钉固定保护装置底部。First release the centerline and sideline on the roadbed according to the on-site construction drawings, and ensure that the roadbed is flat and clean; then the waste plastics are recycled and shredded, and processed in the processing center according to the design drawings to process the assembled hollow structure board. The formed plastic base layer slabs are loaded into the transportation vehicle and transported to the construction site. The road repairing vehicle is used to assemble each piece of plastic base slab, and the four corners of the plastic base layer are fixed in the roadbed with stainless steel screws. , Then use a steel wheel roller to roll three times; then install drainage pipes, transportation facilities cables, and sensing devices in the plastic base hollow structure according to the design drawings, and use steel bars to weld the pipes to the drainage pipes and transportation facilities. The cable and the sensing device are separated by a plastic partition, and then the gap between each plastic base plate is poured with a potting glue. The surface of the plastic base is cleaned immediately after the pouring is completed to ensure that the plastic base is clean and tidy; pipeline installation After completion, use vibration method to pour cement concrete vertical piles on both sides of the plastic base layer. The depth of the cement concrete vertical pile is 200mm. The temperature difference power generation sheet cooling device on the lower surface of the steel plate transition layer is welded to the cement concrete pile to make the upper surface of the cooling device Flush with the surface of the plastic base layer; use 100 parts of bisphenol A epoxy resin, 10 parts of carboxyl liquid nitrile rubber, and 40 parts of polyamide as raw materials to prepare the bonding material in parts by weight. The prepared bonding material is coated on the surface of the dry and clean plastic base layer, and the plastic base layer surface is painted 4 times with a brushing brush to control the thickness of the bonding layer 2mm; the glass fiber reinforced polymer board is prefabricated in the designated prefabrication center according to the design drawings , The thickness of the glass fiber reinforced polymer board heat insulation layer is 5mm, and the fine aggregate with a particle size of 2.36~4.75mm is sprinkled on the glass fiber reinforced polymer board heat insulation layer, and the prefabricated glass fiber reinforced polymer board heat insulation layer Transport to the construction site, use a road repairing vehicle to split and assemble, and then use potting glue to pour the gap between each glass fiber reinforced polymer board. After pouring, immediately clean the glass fiber to increase the surface of the polymer board to ensure the glass fiber reinforced polymerization The surface of the object board is clean and tidy; sand the upper and lower surfaces of the steel plate with sandpaper to keep the surface of the steel plate clean. Use a paint brush to evenly coat the upper and lower surfaces of the transition layer of the steel plate with epoxy zinc-rich paint, and control the thickness of the epoxy zinc-rich paint to 2mm ; Treat the hot end surface of the thermoelectric power sheet with cleaning paper, keep the surface of the hot end of the thermoelectric power sheet clean, evenly coat the hot end of the thermoelectric power sheet, and paste it on the lower surface of the steel plate transition layer; use bisphenol A 100 parts of type epoxy resin, 10 parts of carboxyl liquid nitrile rubber, and 40 parts of polyamide are used as raw materials to prepare bonding materials in parts by weight. At room temperature, use a brush to coat the prepared bonding materials on dry and clean glass fibers Reinforce the surface of the polymer board, use a brush to paint the surface of the plastic base layer 3 times to control the thickness of the bonding layer 2mm; treat the cold end surface of the thermoelectric power generation sheet with cleaning paper, keep the cold end surface of the thermoelectric power generation sheet clean, and heat the silica gel Evenly coated on the cold end of the thermoelectric power generation sheet; using road repair vehicles to carry and install steel The plate transition layer forms a staggered seam with the surface of the glass fiber reinforced polymer sheet. The cold end of the thermoelectric power sheet coated with thermal silica gel is pasted on the upper surface of the cooling device, and the gap between the steel plate transition layer is connected by welding; 100 parts of bisphenol A epoxy resin, 20 parts of carboxyl liquid nitrile rubber, 20 parts of 1,4-butanediol diglycidyl ether, 40 parts of polyamide, γ-(2,3-epoxypropoxy) propylene 2 parts of trimethoxysilane, 10 parts of 2,4,6-tris(dimethylaminomethyl)phenol, and 200 parts of carbon nanotubes are used as raw materials to prepare a thermally conductive bonding material based on parts by weight, and use it at room temperature after 18 hours Apply the prepared thermally conductive bonding material on the surface of the clean steel plate transition layer with a rubber brush, and use a rubber brush to paint the surface of the steel plate transition layer 3 times; pave the lower layer of the asphalt pavement, and use SBS modified asphalt SMA for the lower layer; 100 parts of bisphenol A epoxy resin, 20 parts of carboxyl liquid nitrile rubber, 20 parts of 1,4-butanediol diglycidyl ether, 40 parts of polyamide, γ-(2,3-epoxypropoxy) propylene 2 parts of trimethoxysilane, 10 parts of 2,4,6-tris(dimethylaminomethyl)phenol, and 200 parts of carbon nanotubes are used as raw materials to prepare a thermally conductive bonding material based on parts by weight, and use it at room temperature after 18 hours Coat the prepared thermally conductive bonding material on the surface of the lower layer of SBS modified asphalt SMA with a brush brush, and use a brush brush to paint the surface of the lower layer of SBS modified asphalt SMA 4 times; pave the upper layer of asphalt pavement, and the upper layer uses SBS Modified asphalt SMA; Treat the hot end surface of the thermoelectric power sheet with clean paper to keep the hot end surface of the thermoelectric power sheet clean, evenly coat the hot end of the thermoelectric power sheet with thermally conductive silica gel, and paste it on the upper surface of the steel plate transition layer; After 18 hours, wipe the cold end of the thermoelectric power generation sheet and the lower surface of the cooling device to keep the cold end of the thermoelectric power generation sheet and the lower surface of the cooling device clean, and evenly coat the thermal silica gel on the cold end of the thermoelectric power generation sheet, and paste it under the cooling device Surface; after 18 hours, connect the cooling device and the drainage pipe in the plastic base hollow structure; cover the protection device, and fix the bottom of the protection device with stainless steel screws.
最后对塑料类基层新型沥青路面进行交工验收,整个铺筑过程结束,开放交通。Finally, the new-type asphalt pavement of the plastic base layer was handed over for acceptance. The entire paving process was completed and traffic was opened.
实施例五:Embodiment five:
首先根据现场施工图在路基上放出中心线和边线,并保证路基的平整、清洁干净;然后将废弃塑料回收、破碎,在加工中心经过处理按照设计图纸进行装配式中空构造板体加工,将加工成型好的塑料类基层板体装入运送车辆运送到施工现场,采用修路车进行分幅拼装,且每拼装一块塑料类基层板体,用不锈钢螺钉固定塑料类基层的四个角于路基中,接着采用钢轮压路机碾压3遍;然后按照设计图纸在塑料类基层中空构造中安装排水管道、交通设施线缆、传感装置,并采用钢筋焊接固定各管道,对排水管道、交通设施线缆、传感装置采用塑料隔板隔开,接着采用灌缝胶浇灌每块塑料类基层板体之间的缝隙,浇灌完成后马上清理塑料类基层表面,保证塑料类基层干净、整洁;管道安装完成后,在塑料类基层两侧采用振动法浇筑水泥混凝土竖桩,水泥混凝土竖桩深200mm,将钢板过渡层下表面温差发电片降温冷却装置焊接于水泥混凝土桩上,使降温冷却装置上表面与塑料类基层表面齐平;以双酚A型环氧树脂90份、羧基液体丁腈橡胶5份、聚酰胺30份作为原材料按照重量份数计配制黏结材料,在常温下用刷胶刷将配制的黏结材料涂覆于干燥清洁的塑料类基层表面,采用刷胶刷在塑料类基层表面涂刷3遍,控制黏结层的厚度2mm;按照设计图纸在指定预制中心预制玻璃纤维增强聚合物板,玻璃纤维增强聚合物板隔热层厚5mm,在玻璃纤维增强聚合物板隔热层上撒布粒径为2.36~4.75mm的细集料,将预制好的玻璃纤维增强聚合物板隔热层运送到施工现场,采用修路车分幅装配,然后采用灌封胶浇灌每块玻璃纤维增强聚合物板之间的缝隙,浇灌完后马上清理玻璃纤维增加聚合物板表面,保证玻璃纤维增强聚合物板表面干净、整洁;用砂纸打磨钢板上下表面,保持钢板表面清洁,用刷漆刷均匀涂覆环氧富锌漆于所述钢板过渡层上下表面,控制环氧富锌漆的厚度为2mm;用清洁纸处理温差发电片热端表面, 保持温差发电片热端表面清洁,将导热硅胶均匀地涂覆于温差发电片热端,并将其粘贴于钢板过渡层下表面;以双酚A型环氧树脂90份、羧基液体丁腈橡胶5份、聚酰胺30份作为原材料按照重量份数计配制黏结材料,在常温下用刷胶刷将配制的黏结材料涂覆于干燥清洁的玻璃纤维增强聚合物板表面,采用刷胶刷在塑料类基层表面涂刷3遍,控制黏结层的厚度2mm;用清洁纸处理温差发电片冷端表面,保持温差发电片冷端表面清洁,将导热硅胶均匀地涂覆于温差发电片冷端;采用修路车运载和分幅安装钢板过渡层,与玻璃纤维增加聚合物薄板表面形成错缝,将涂覆了导热硅胶的温差发电片冷端粘贴于降温冷却装置上表面,采用焊接的方式连接钢板过渡层之间的缝隙;以双酚A型环氧树脂90份、羧基液体丁腈橡胶10份、1,4-丁二醇二缩水甘油醚10份、聚酰胺30份、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷1份、2,4,6-三(二甲氨基甲基)苯酚5份、碳纳米管150份作为原材料按照重量份数计配制导热型黏结材料,12h后在常温下用刷胶刷将配制的导热型黏结材料涂覆于清洁的钢板过渡层表面,采用刷胶刷在钢板过渡层表面涂刷3遍;铺设沥青路面下面层,下面层采用浇注式沥青混凝土;以双酚A型环氧树脂90份、羧基液体丁腈橡胶10份、1,4-丁二醇二缩水甘油醚10份、聚酰胺30份、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷1份、2,4,6-三(二甲氨基甲基)苯酚5份、碳纳米管150份作为原材料按照重量份数计配制导热型黏结材料,12h后在常温下用刷胶刷将配制的导热型黏结材料涂覆于浇注式沥青混凝土下面层表面,采用刷胶刷在浇注式沥青混凝土下面层表面涂刷3遍;铺设沥青路面上面层,上面层采用密级配沥青混凝土AC-13;用清洁纸处理温差发电片热端表面,保持温差发电片热端表面清洁,将导热硅胶均匀地涂覆于温差发电片热端,并将其粘贴于钢板过渡层上表面;12h后擦拭温差发电片冷端及降温冷却装置下表面,保持温差发电片冷端及降温冷却装置下表面清洁,将导热硅胶均匀地涂覆于温差发电片冷端,并粘贴于降温冷却装置下表面;12h后连通降温冷却装置与塑料类基层中空结构中的排水管道;覆盖保护装置,并用不锈钢螺钉固定保护装置底部。First release the centerline and sideline on the roadbed according to the on-site construction drawings, and ensure that the roadbed is flat and clean; then the waste plastics are recycled and shredded, and processed in the processing center according to the design drawings to process the assembled hollow structure board. The formed plastic base layer slabs are loaded into the transportation vehicle and transported to the construction site. The road repairing vehicle is used to assemble each piece of plastic base slab, and the four corners of the plastic base layer are fixed in the roadbed with stainless steel screws. , Then use a steel wheel roller to roll three times; then install drainage pipes, transportation facilities cables, and sensing devices in the plastic base hollow structure according to the design drawings, and use steel bars to weld the pipes to the drainage pipes and transportation facilities. The cable and the sensing device are separated by a plastic partition, and then the gap between each plastic base plate is poured with a potting glue. The surface of the plastic base is cleaned immediately after the pouring is completed to ensure that the plastic base is clean and tidy; pipeline installation After completion, use vibration method to pour cement concrete vertical piles on both sides of the plastic base layer. The depth of the cement concrete vertical pile is 200mm. The temperature difference power generation sheet cooling device on the lower surface of the steel plate transition layer is welded to the cement concrete pile to make the upper surface of the cooling device Flush with the surface of the plastic base layer; use 90 parts of bisphenol A epoxy resin, 5 parts of carboxyl liquid nitrile rubber, and 30 parts of polyamide as raw materials to prepare the bonding material in parts by weight. The prepared bonding material is coated on the surface of the dry and clean plastic base layer, and the plastic base layer surface is brushed 3 times with a brushing brush to control the thickness of the bonding layer 2mm; the glass fiber reinforced polymer board is prefabricated in the designated prefabrication center according to the design drawings , The thickness of the glass fiber reinforced polymer board heat insulation layer is 5mm, and the fine aggregate with a particle size of 2.36~4.75mm is sprinkled on the glass fiber reinforced polymer board heat insulation layer, and the prefabricated glass fiber reinforced polymer board heat insulation layer Transport to the construction site, use a road repairing vehicle to split and assemble, and then use potting glue to pour the gap between each glass fiber reinforced polymer board. After pouring, immediately clean the glass fiber to increase the surface of the polymer board to ensure the glass fiber reinforced polymerization The surface of the object board is clean and tidy; sand the upper and lower surfaces of the steel plate with sandpaper to keep the surface of the steel plate clean. Use a paint brush to evenly coat the upper and lower surfaces of the transition layer of the steel plate with epoxy zinc-rich paint, and control the thickness of the epoxy zinc-rich paint to 2mm ; Treat the hot end surface of the thermoelectric power sheet with cleaning paper, keep the hot end surface of the thermoelectric power sheet clean, evenly coat the hot end of the thermoelectric power sheet with thermally conductive silica gel, and paste it on the lower surface of the steel plate transition layer; use bisphenol A 90 parts of type epoxy resin, 5 parts of carboxyl liquid nitrile rubber, and 30 parts of polyamide are used as raw materials to prepare bonding materials in parts by weight. At room temperature, use a brush to coat the prepared bonding materials on dry and clean glass fibers. Reinforce the surface of the polymer board, use a brush to paint the surface of the plastic base layer 3 times to control the thickness of the bonding layer 2mm; treat the cold end surface of the thermoelectric power generation sheet with cleaning paper, keep the cold end surface of the thermoelectric power generation sheet clean, and heat the silica gel Evenly coat the cold end of the thermoelectric power generation sheet; use road repair vehicles to carry and install the steel plate transition layer , Form staggered seams on the surface of the glass fiber reinforced polymer sheet, paste the cold end of the thermoelectric power sheet coated with thermally conductive silica gel on the upper surface of the cooling device, and connect the gap between the transition layers of the steel plate by welding; use bisphenol A 90 parts of type epoxy resin, 10 parts of carboxyl liquid nitrile rubber, 10 parts of 1,4-butanediol diglycidyl ether, 30 parts of polyamide, γ-(2,3-glycidoxy)propyl trimethoxy 1 part of base silane, 5 parts of 2,4,6-tris(dimethylaminomethyl)phenol, and 150 parts of carbon nanotubes as raw materials to prepare thermally conductive bonding materials in parts by weight, 12h later at room temperature with a brush Coat the prepared thermally conductive bonding material on the surface of the clean steel plate transition layer, and use a brush to paint the surface of the steel plate transition layer 3 times; pave the lower layer of the asphalt pavement, the lower layer is made of cast asphalt concrete; with bisphenol A type 90 parts of epoxy resin, 10 parts of carboxyl liquid nitrile rubber, 10 parts of 1,4-butanediol diglycidyl ether, 30 parts of polyamide, γ-(2,3-glycidoxy)propyl trimethoxy 1 part of silane, 5 parts of 2,4,6-tris(dimethylaminomethyl)phenol, and 150 parts of carbon nanotubes are used as raw materials to prepare a thermally conductive bonding material in parts by weight. After 12 hours, use a brush at room temperature to remove The prepared thermally conductive bonding material is coated on the surface of the lower layer of the poured asphalt concrete, and the surface of the lower layer of the poured asphalt concrete is painted 3 times with a brush; the upper layer of the asphalt pavement is laid, and the upper layer is densely graded asphalt concrete AC-13 ; Treat the hot end surface of the thermoelectric power sheet with cleaning paper, keep the surface of the hot end of the thermoelectric power sheet clean, evenly coat the thermally conductive silica gel on the hot end of the thermoelectric power sheet, and paste it on the upper surface of the steel plate transition layer; wipe the temperature difference after 12h The cold end of the power generation sheet and the lower surface of the cooling device, keep the cold end of the thermoelectric power generation sheet and the lower surface of the cooling device clean, evenly coat the thermal silica gel on the cold end of the thermoelectric power generation sheet, and paste it on the lower surface of the cooling device; 12h later Connect the cooling and cooling device with the drainage pipe in the plastic base hollow structure; cover the protection device, and fix the bottom of the protection device with stainless steel screws.
最后对塑料类基层新型沥青路面进行交工验收,整个铺筑过程结束,开放交通。Finally, the new-type asphalt pavement of the plastic base layer was handed over for acceptance. The entire paving process was completed and traffic was opened.
最后应说明的是:以上所述实施例,仅为本发明的具体实施方式,用以说明本发明的技术方案,而非对其限制,本发明的保护范围并不局限于此,尽管参照前述实施例对本发明进行了详细的说明,本领域的普通技术人员应当理解:任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,其依然可以对前述实施例所记载的技术方案进行修改或可轻易想到变化,或者对其中部分技术特征进行等同替换;而这些修改、变化或者替换,并不使相应技术方案的本质脱离本发明实施例技术方案的精神和范围,都应涵盖在本发明的保护范围之内。因此,本发明的保护范围应所述以权利要求的保护范围为准。Finally, it should be noted that the above-mentioned embodiments are only specific implementations of the present invention, which are used to illustrate the technical solutions of the present invention, but not to limit it. The protection scope of the present invention is not limited thereto, although referring to the foregoing The embodiments describe the present invention in detail. Those skilled in the art should understand that any person skilled in the art can still modify the technical solutions described in the foregoing embodiments within the technical scope disclosed in the present invention. Or it can be easily conceived of changes, or equivalent replacements of some of the technical features; and these modifications, changes or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the embodiments of the present invention, and should be covered by the present invention Within the scope of protection. Therefore, the protection scope of the present invention should be subject to the protection scope of the claims.

Claims (10)

  1. 一种装配式塑料类基层沥青路面结构,其特征在于:包括路基(1),所述路基(1)上铺设有塑料类基层(2),所述塑料类基层(2)上铺设有隔热层(3),所述隔热层(3)上铺设有金属板过渡层(4),所述金属板过渡层(4)上铺设有沥青路面下面层(5),所述沥青路面下面层(5)上铺设有沥青路面上面层(6)。A prefabricated plastic-based asphalt pavement structure, characterized in that it comprises a roadbed (1), a plastic base layer (2) is paved on the roadbed (1), and a thermal insulation layer is paved on the plastic base layer (2). Layer (3), the thermal insulation layer (3) is paved with a metal plate transition layer (4), the metal plate transition layer (4) is paved with an asphalt pavement lower layer (5), and the asphalt pavement lower layer (5) An asphalt pavement upper layer (6) is laid on it.
  2. 根据权利要求1所述的一种装配式塑料类基层沥青路面结构,其特征在于:所述塑料类基层(2)与所述隔热层(3)之间设置有用于黏结二者的黏结层(7);所述隔热层(3)与所述金属板过渡层(4)之间设置有金属板除锈层(8),所述金属板除锈层(8)与所述隔热层(3)之间设置有用于黏结二者的黏结层(7);所述金属板过渡层(4)与所述沥青路面下面层(5)之间设置有金属板除锈层(8),所述金属板除锈层(8)与所述沥青路面下面层(5)之间设置有用于黏结二者的黏结层(7),所述沥青路面下面层(5)与所述沥青路面上面层(6)之间设置有用于黏结二者的黏结层(7)。The fabricated plastic base asphalt pavement structure according to claim 1, characterized in that: a bonding layer for bonding the two is provided between the plastic base layer (2) and the thermal insulation layer (3) (7); A metal plate rust removal layer (8) is provided between the heat insulation layer (3) and the metal plate transition layer (4), and the metal plate rust removal layer (8) is connected to the heat insulation layer A bonding layer (7) is provided between the layers (3) for bonding the two; a metal plate rust removal layer (8) is provided between the metal plate transition layer (4) and the asphalt pavement lower layer (5) A bonding layer (7) for bonding the two is provided between the metal plate rust removal layer (8) and the lower layer (5) of the asphalt pavement, and the lower layer (5) of the asphalt pavement is connected to the asphalt pavement. A bonding layer (7) for bonding the two is arranged between the upper layer (6).
  3. 根据权利要求2所述的一种装配式塑料类基层沥青路面结构,其特征在于:所述金属板过渡层(4)伸出路面的一侧或两侧,所述金属板过渡层(4)伸出部分上设置有若干温差发电片(42),所述温差发电片(42)上设置有降温冷却装置(41)。The fabricated plastic base asphalt pavement structure according to claim 2, characterized in that: the metal plate transition layer (4) extends out of one or both sides of the road surface, and the metal plate transition layer (4) A number of thermoelectric power generation sheets (42) are arranged on the extension part, and a temperature reduction and cooling device (41) is arranged on the thermoelectric power generation sheets (42).
  4. 根据权利要求3所述的一种装配式塑料类基层沥青路面结构,其特征在于:所述金属板过渡层(4)伸出路面的长度为10~12mm,所述温差发电片(42)沿行车方向均布设置,相邻两个所述温差发电片(42)间隔2~3mm;所述金属板过渡层(4)的上下端面上均设置有所述温差发电片(42),所述温差发电片(42)与所述金属板过渡层(4)通过导热硅胶粘贴;所述降温冷却装置(41)与所述温差发电片(42)通过导热硅胶粘贴,所述降温冷却装置(41)为铝制空腔结构,所述降温冷却装置(41)与所述路面结构排水系统相连。A prefabricated plastic-based asphalt pavement structure according to claim 3, characterized in that the length of the metal plate transition layer (4) extending out of the road surface is 10-12mm, and the thermoelectric power generation sheet (42) is along The two adjacent thermoelectric power generation sheets (42) are arranged evenly in the driving direction, and the interval between two adjacent thermoelectric power generation sheets (42) is 2 to 3mm; the upper and lower end surfaces of the metal plate transition layer (4) are provided with the thermoelectric power generation sheets (42). The thermoelectric power generation sheet (42) and the metal plate transition layer (4) are pasted by thermally conductive silica gel; the temperature reduction and cooling device (41) and the thermoelectric power generation sheet (42) are pasted by thermally conductive silica gel, and the temperature reduction and cooling device (41) ) Is an aluminum cavity structure, and the cooling device (41) is connected with the drainage system of the road structure.
  5. 根据权利要求3所述的一种装配式塑料类基层沥青路面结构,其特征在于:所述降温冷却装置(41)上设置有保护装置(43)。A prefabricated plastic-based asphalt pavement structure according to claim 3, characterized in that: the cooling device (41) is provided with a protection device (43).
  6. 根据权利要求3所述的一种装配式塑料类基层沥青路面结构,其特征在于:所述金属板除锈层(8)为环氧富锌漆;所述金属板除锈层(8)与所述沥青路面下面层(5)之间设置的黏结层(7)为导热型黏结层,所述沥青路面下面层(5)与所述沥青路面上面层(6)之间设置的黏结层(7)为导热型黏结层。The fabricated plastic base asphalt pavement structure according to claim 3, characterized in that: the metal plate rust removal layer (8) is epoxy zinc-rich paint; the metal plate rust removal layer (8) and The adhesive layer (7) provided between the lower layer (5) of the asphalt pavement is a thermally conductive adhesive layer, and the adhesive layer (7) provided between the lower layer (5) of the asphalt pavement and the upper layer (6) of the asphalt pavement ( 7) It is a thermally conductive adhesive layer.
  7. 根据权利要求1所述的一种装配式塑料类基层沥青路面结构,其特征在于:所述金属板过渡层(4)上开设有金属板过渡层刻槽(44),所述金属板过渡层(4)为钢板过渡层,厚10~15mm,以50m为一个长度单元。The fabricated plastic base asphalt pavement structure according to claim 1, wherein the metal plate transition layer (4) is provided with metal plate transition layer grooves (44), and the metal plate transition layer (4) It is the steel plate transition layer, with a thickness of 10-15mm, and a length unit of 50m.
  8. 根据权利要求1所述的一种装配式塑料类基层沥青路面结构,其特征在于:所述塑料类基层(2)包括若干塑料类基层单元,每个塑料类基层单元长度为10m,厚度为700~800mm,每个塑料类基层单元的一端设置凹槽,另一端设置与所述凹槽匹配的凸块,相邻两个塑料类基层单元的凹槽与凸块配合连接;所述塑料类基层(2)为中空结构,所述中空结构内用于设置道路附属设施(21)。A prefabricated plastic-based asphalt pavement structure according to claim 1, wherein the plastic-based base layer (2) includes a number of plastic-based base units, each of which has a length of 10m and a thickness of 700 ~800mm, one end of each plastic base unit is provided with a groove, the other end is provided with a bump matching the groove, and the grooves of two adjacent plastic base units are connected with the bumps; the plastic base unit (2) It is a hollow structure, and the road ancillary facilities (21) are arranged in the hollow structure.
  9. 根据权利要求7所述的一种装配式塑料类基层沥青路面结构,其特征在于:所述道路附属设施(21)包括排水管道、交通设施线缆和传感装置,所述隔热层(3)选用玻璃纤维增强聚合物板。The prefabricated plastic-based asphalt pavement structure according to claim 7, characterized in that the road ancillary facilities (21) include drainage pipes, transportation facilities cables and sensing devices, and the thermal insulation layer (3) ) Use glass fiber reinforced polymer board.
  10. 根据权利要求1~9任一项所述的一种装配式塑料类基层沥青路面结构的施工工艺,其特征在于,包括如下步骤:The construction process of a prefabricated plastic base asphalt pavement structure according to any one of claims 1-9, characterized in that it comprises the following steps:
    步骤一:在路基上铺设塑料类基层;Step 1: Lay a plastic base layer on the roadbed;
    步骤二:在塑料类基层内安装道路附属设施;Step 2: Install road ancillary facilities in the plastic base layer;
    步骤三:在塑料类基层两侧安置金属板过渡层下表面温差发电片和降温冷却装置;Step 3: Install the temperature difference power generation sheet and the cooling device on the lower surface of the metal plate transition layer on both sides of the plastic base layer;
    步骤四:在塑料类基层上设置黏结层;Step 4: Set up an adhesive layer on the plastic base layer;
    步骤五:在黏结层上铺设隔热层;Step 5: Lay a thermal insulation layer on the bonding layer;
    步骤六:在金属板过渡层上下表面涂覆金属板除锈层;Step 6: Coating the metal plate rust removal layer on the upper and lower surfaces of the metal plate transition layer;
    步骤七:在金属板过渡层下表面粘贴温差发电片热端;Step 7: Paste the hot end of the thermoelectric power sheet on the lower surface of the metal plate transition layer;
    步骤八:在隔热层上铺设黏结层;Step 8: Lay an adhesive layer on the thermal insulation layer;
    步骤九:在金属板过渡层下表面温差发电片冷端涂覆导热硅胶;Step 9: Coat the cold end of the thermoelectric power generation sheet on the lower surface of the metal plate transition layer with thermal silica gel;
    步骤十:在黏结层上铺设金属板过渡层;Step 10: Lay a metal plate transition layer on the bonding layer;
    步骤十一:在金属板过渡层上表面涂覆导热型黏结层;Step 11: Coating a thermally conductive adhesive layer on the upper surface of the metal plate transition layer;
    步骤十二:在导热型黏结层上铺设沥青路面下面层;Step 12: Lay the lower layer of asphalt pavement on the thermally conductive adhesive layer;
    步骤十三:在沥青路面下面层上涂覆导热型黏结层;Step 13: Coat a thermally conductive adhesive layer on the lower layer of the asphalt pavement;
    步骤十四:在导热型黏结层上铺设沥青路面上面层;Step 14: Lay the top layer of asphalt pavement on the thermally conductive adhesive layer;
    步骤十五:在金属板过渡层上表面粘贴温差发电片热端;Step 15: Paste the hot end of the thermoelectric power sheet on the upper surface of the metal plate transition layer;
    步骤十六:在温差发电片热端粘贴降温冷却装置;Step 16: Paste a cooling device on the hot end of the thermoelectric power generation sheet;
    步骤十七:在降温冷却装置中接入塑料类基层中空结构中排水管道;Step 17: Connect the plastic drainage pipe in the hollow structure of the base layer to the cooling device;
    步骤十八:在降温冷却装置上设置保护装置。Step 18: Set up a protection device on the cooling device.
PCT/CN2020/100936 2019-08-22 2020-07-08 Assembled asphalt pavement structure having plastic base course, and construction technology thereof WO2021031734A1 (en)

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Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110438862B (en) * 2019-08-22 2024-03-15 长安大学 Assembled plastic base asphalt pavement structure and construction process thereof
CN110965424A (en) * 2020-01-02 2020-04-07 长安大学 Active snow-melting and ice-thawing road surface structure and paving process thereof
CN112359665A (en) * 2020-10-21 2021-02-12 陶俊 Assembled plastics class basic unit bituminous paving structure
CN115216160A (en) * 2022-08-09 2022-10-21 佛山市顺德区鑫路材料技术有限公司 Reinforcing agent applied to production of modified asphalt and preparation method thereof

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06180004A (en) * 1992-12-14 1994-06-28 Yoshinori Nagai Snow melting structure of road by surface-like heating body
CN1710206A (en) * 2005-07-01 2005-12-21 武汉理工大学 Spreading method for preventing steel box girder bridge face bituminous concrete from being pushed
EP2200396A1 (en) * 2008-12-19 2010-06-23 Sika Technology AG Electric surface heating
CN103306181A (en) * 2013-07-05 2013-09-18 常州星易迪塑化科技有限公司 Snow removal road
CN103633882A (en) * 2013-11-27 2014-03-12 朱顺敏 Heat conduction asphalt concrete road surface temperature difference power generation system
CN104294736A (en) * 2014-09-18 2015-01-21 天津市何七科技有限公司 Lightweight composite pavement
CN206180900U (en) * 2016-11-25 2017-05-17 长安大学 Environment friendly road surface structure based on thermoelectric conversion
CN108086085A (en) * 2017-12-20 2018-05-29 昆山顶牛市政建设有限公司 A kind of heat-resisting pavement construction method of antistatic
CN110105784A (en) * 2019-04-30 2019-08-09 长安大学 A kind of regenerated engineering assembled road surface and its laying method
CN110438862A (en) * 2019-08-22 2019-11-12 长安大学 A kind of assembled Plastic Base Asphalt Pavement structure and its construction technology
CN210826975U (en) * 2019-08-22 2020-06-23 长安大学 Thermoelectric asphalt pavement structure based on assembled plastic base layer

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100850518B1 (en) * 2007-05-17 2008-08-05 한국도로공사 Pavement structure for reducing heat island
CN101824787B (en) * 2010-03-25 2012-05-23 马银华 Waterproof shock-absorption road surface structure and construction method thereof
CN202116965U (en) * 2011-04-06 2012-01-18 福建省交通科学技术研究所 Thermoelectric conversion device for heat transfer of asphalt concrete road
JP5815360B2 (en) * 2011-10-05 2015-11-17 株式会社茜谷 Improved ground and its construction method
CN102545720B (en) * 2012-02-24 2014-11-26 山东大学 Generation system using temperature difference between city asphalt pavement and underground water source pipeline
CN202688818U (en) * 2012-04-12 2013-01-23 长安大学 Thermoelectric energy storage type asphalt pavement based on energy conversion
CN203878434U (en) * 2014-01-22 2014-10-15 长安大学 Electricity generation pavement structure based on pyroelectricity asphalt concrete
WO2017093822A1 (en) * 2015-12-01 2017-06-08 Bharat Petroleum Corporation Limited Process for construction of artificial roads, walk ways, footpaths, etc. from waste plastic, plastic type resins and related polymers
CN105463988A (en) * 2015-12-08 2016-04-06 江苏中路工程技术研究院有限公司 Orthotropic plate enhanced pavement structure and preparation method thereof
CN206219935U (en) * 2016-11-09 2017-06-06 苏谦 A kind of permeable pavement structure of high intensity, high osmosis
CN206887673U (en) * 2017-05-26 2018-01-16 浙江嘉兴福达建设股份有限公司 A kind of sponge city water suction road surface
CN107059534B (en) * 2017-06-06 2019-03-26 绍兴兰亭太阳能科技有限公司 A kind of solar energy Highway Pavement Structures
CN108642985B (en) * 2018-05-22 2020-09-18 长安大学 Rapid environment-friendly pavement based on recycled plastic

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06180004A (en) * 1992-12-14 1994-06-28 Yoshinori Nagai Snow melting structure of road by surface-like heating body
CN1710206A (en) * 2005-07-01 2005-12-21 武汉理工大学 Spreading method for preventing steel box girder bridge face bituminous concrete from being pushed
EP2200396A1 (en) * 2008-12-19 2010-06-23 Sika Technology AG Electric surface heating
CN103306181A (en) * 2013-07-05 2013-09-18 常州星易迪塑化科技有限公司 Snow removal road
CN103633882A (en) * 2013-11-27 2014-03-12 朱顺敏 Heat conduction asphalt concrete road surface temperature difference power generation system
CN104294736A (en) * 2014-09-18 2015-01-21 天津市何七科技有限公司 Lightweight composite pavement
CN206180900U (en) * 2016-11-25 2017-05-17 长安大学 Environment friendly road surface structure based on thermoelectric conversion
CN108086085A (en) * 2017-12-20 2018-05-29 昆山顶牛市政建设有限公司 A kind of heat-resisting pavement construction method of antistatic
CN110105784A (en) * 2019-04-30 2019-08-09 长安大学 A kind of regenerated engineering assembled road surface and its laying method
CN110438862A (en) * 2019-08-22 2019-11-12 长安大学 A kind of assembled Plastic Base Asphalt Pavement structure and its construction technology
CN210826975U (en) * 2019-08-22 2020-06-23 长安大学 Thermoelectric asphalt pavement structure based on assembled plastic base layer

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