CN103243628A - Facility for actively preventing snow and ice disasters on roads, bridges and fields and construction method - Google Patents

Facility for actively preventing snow and ice disasters on roads, bridges and fields and construction method Download PDF

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Publication number
CN103243628A
CN103243628A CN2013101912772A CN201310191277A CN103243628A CN 103243628 A CN103243628 A CN 103243628A CN 2013101912772 A CN2013101912772 A CN 2013101912772A CN 201310191277 A CN201310191277 A CN 201310191277A CN 103243628 A CN103243628 A CN 103243628A
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electric heating
heating tube
road
ice
maintenance overhaul
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CN103243628B (en
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张国森
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Longjia Construction Group Co ltd
Taizhou City Traffic Survey And Design Institute
Taizhou Si Fang Traffic Construction Engineering Co ltd
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TAIZHOU SI FANG TRAFFIC CONSTRUCTION ENGINEERING Co Ltd
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Abstract

The invention provides a facility for actively preventing snow and ice disasters on roads, bridges and fields and a construction method, belongs to the technical field of fixed construction, and solves the problem that traffic accidents are easy to happen because of snow on conventional road surfaces. The facility for actively preventing the snow and ice disaster on the roads, the bridges and the fields comprises a road surface layer, wherein electric heated tube components are arranged inside a construction unit of the road surface layer; the electric heated tube components are formed by combining a plurality of electric heating tubes which are connected in a mode that the heads are connected with the tails in series so as to form snake-shaped pipelines, or by combining a plurality of straight electric heating tubes of which two ends are respectively connected with power supply leads in parallel; and the electric heated tube components further comprise junction boxes which can be connected with power supplies and supply power for the electric heated tubes. The facility adopts the electric heated tubes in series or in parallel to heat the road surfaces, so as to smelt snow and ice to avoid accidents. The facility is simple in structure and convenient to construct, the roads, the bridges or the fields are prevented from being iced, the normal use of the various road surfaces is ensured, and the occurrence of traffic accidents is reduced.

Description

Initiatively defend facility and the job practices thereof of road, bridge, a road ice and snow disaster
Technical field
The invention belongs to technical field of fixed buildings, relate to a kind of road surface and job practices thereof, facility and the job practices thereof of initiatively defending road, bridge, a road ice and snow disaster particularly used on a kind of road or bridge or the road.
Background technology
Along with the weather on Earth cyclically-varying, the every interval of EI Nino phenomenon all exceedingly odious meteorology will occur in 4 years.Abominable natural climates such as high temperature and drought, heavy showers, typhoon, strong cooling, ice and snow disaster, sleet seriously affect human normal life.In the warm band of southern china, the southeastern coastal areas strong cooling, snowfall repeatedly appear in recent years, highway freezes and causes pernicious traffic accident to take place frequently, car crash, loss of goods, stop up a large amount of vehicles, personnel are stranded in the road surface, cause tremendous economic loss and bad social influence.
1., highway, bridge, a channel temp periodically be lower than 0 ℃ the fundamental that forms the ice and snow disaster has:; 2., natural precipitation, snowfall; 3., artificial watering.
Form easily the zone of ice and snow disaster: 1., winter the highway lower slope section, heavy-duty freight car is malfunctioning for preventing brake rim high temperature, employing is to the measure of brake rim shower water cooling, and the water that sprays from water tank has a large amount of water to be lost on the road surface through behind the brake rim, forms under the low temperature situation and freezes; 2., highway bridge is because of wind tunnel effect under the bridge, temperature is lower than the road surface, forms bridge floor and freezes; 3., the highway mountain pass positive Schattenseite of the back of the body of turning, because sunlight can not normally shine the road surface, ground temperature gos up slow, other highway section ice and snow melts, and the cloudy road surface of bend still exists icing; 4., highway tunnel import and export open channel chute splashes drowning, under low-temperature condition, freeze, because there not being the necessary icing phenomenon of water condition event nothing that has of freezing in the tunnel, the driver loses vigilance, and the speed of a motor vehicle improves, in case vehicle rolls the tunnel away from, run into ice-patch surface, improper measures is breakked away at once, rotation, collision accident; 5., follow the high speed development of traffic engineering networking, the separation overpass bridge of hingeization presents multilayer and crosses over, cross over built speedway, railway, when the rivers that navigation requires are arranged, vertical arrangement of curves can't be avoided the appearance of heavy grade, big superelevation.And these gradients are big, and small radius ring road and bridge cause for when the ice and snow disaster takes place the vehicle travel to skid, yaw, collide, block the traffic; 6., when the Civil Aviation Airport runway takes place in the ice and snow disaster, current convention is to stop the back in snowfall to adopt machinery, manually cooperate snow removing, causes a large amount of flight cancellations, delay, personnel are detained the airport.Military airfield is when ice and snow sealing runway, and opportunity of combat can't landing, causes serious hidden danger to national security.
For at this situation, the mode that the passive punishment highway that traditional approach mostly adopts freezes, but these modes all exist drawback, specific as follows: 1., mechanical system: as to adopt the bulldozer crawler belt to roll broken ice-patch surface, use the wheel loader scraper bowl, cutting blade removes the ice and snow clinker to the guardrail avris.This kind method need be employed road surface operation on the large-scale engineering machinery, a large amount of artificial coordinating operations of still needing, and can't guarantee in the mechanical work engineering not can the road pavement guardrail, and deck expansion joint produces and destroys.The method cost height, the road surface after the cleaning leave a large amount of particulate ice slags, can form ice sheet again at low temperatures, still jeopardize traffic safety, can not be referred to as the ice and snow removing on the complete meaning.Form under the traffic congestion situation at special road section, engineering machinery can't in time be reached the spot, and after reaching the spot from the place ahead, highway section that freezes, it is long to remove duty cycle, can't open to traffic, aggravate the front vehicle hold-up.2., manual type: adopting the icing main tool of artificial removing highway is pick, plate spade, cleaning.This kind method labour intensity is big, and efficient is low, is that example will manually be finished fragmentation with thickness 1.5cm~2cm icy on road, removes ice cube, and cleaning particulate ice pellets is finished 5m everyone work day at most 2To 8m 2, expense is mostly concentrated around the Spring Festival and freezing disaster takes place near 100 yuan, and this moment, highway maintenance department can't convene the removing highway of manually setting out on a journey in a large number to freeze at all.3., physics mode; On the road surface, adopt mechanical entrucking after the ice and snow disaster takes place, vehicle transport is manually spilt the cloth sandstone, slag.Its objective is increases vehicle tyre and ice-patch surface frictional resistance, prevents defective steering stabilizer.The method need consume a large amount of plant equipment, manually, precious sandstone, slag resource and tissue is artificial to spilling the sandstone of cloth again after the temperature rising ice dissolution, slag cleans, collect, the not so sandstone on the road surface after the snow melt, slag granules can form sliding layer again on the road surface influence traffic safety and dust pollution air.4., chemical method; On the road surface that the ice and snow disaster takes place, adopt artificial or mechanical entrucking, vehicle transport is manually spilt cloth villaumite or Snow Agent, its objective is to reduce the apparent freezing point temperature, postpones to freeze, and the method still need consume a large amount of plant equipment, artificial and precious villaumite resource.And along with ice dissolution, the chlorine molecule composition in the villaumite will cause the salinization of soil to destroy the soil ecology balance along with melt water immerses soil.Chlorine particle composition will be invaded bridge construction along the concrete pore in the melt water, serious corrosion structure reinforcing bar, and shrinkage joint shaped steel, the reinforcing bar volume expands the concrete cover that bursts apart after the corrosion of structure reinforcing bars passivating film, seriously reduces bridge function of use and life-span.The coastal area of this disease high chloride molecule in air is particularly serious.In addition, thereby also started the method for utilizing the pipeline of under the road surface, burying recirculated water underground to carry out snow melt in recent years, as Chinese patent application day be on 07 01st, 2011, application number is 201120231960.0, notice of authorization day is disclosed a kind of automatic snow melt on 03 07th, 2012, the deicing road, comprise road surface and roadbed, below the road surface, be provided with a plurality of plastic tube network radiators, these plastic tube network radiators are by union cascade successively, form cooling system, this cooling system is connected with auxiliary thermal source by circulation pump, is full of transmitting medium in the plastic tube network radiator, behind the startup circulation pump, transmitting medium circulates between auxiliary thermal source and cooling system, in the road surface, pavement temperature is risen, thereby accelerate the freezing thawing of accumulated snow.But this class formation in actual applications, if the plastic tube network of certain leaks, then must cause the whole system paralysis, and because it is embedded in below the road surface, repair and maintenance is the inconvenience of ten minutes all.
Summary of the invention
The objective of the invention is to have the problems referred to above at existing technology, a kind of facility and job practices thereof of initiatively defending road, bridge, a road ice and snow disaster proposed, can avoid freezing of road or bridge or a road surface, guarantee the normal use on all kinds road surface, reduce the generation of car accident.
Purpose of the present invention can realize by following technical proposal: a kind of facility of initiatively defending road, bridge, a road ice and snow disaster, comprise supercrust, it is characterized in that, be provided with the electrothermal tube assembly in the construction unit of described supercrust, the electrothermal tube assembly is formed circuitous snakelike pipeline or is connected the current supply line parallel connection respectively by several electric heating tube two ends that are the vertical bar shape by several electric heating tubes head and the tail series connection successively and combines, and the electrothermal tube assembly also comprises the junction box that can be connected with power supply and power for electric heating tube.
In the technical program, supercrust can be formed by cement concrete or bituminous concrete making, supercrust construction unit can arrange according to all kinds road surface concrete condition, road surface as multilane, its construction unit is single track or combination or the whole road surface in track in the same way, and as bridge, its construction unit is each bridge link component, as the tunnel, its construction unit is arranged on mainly that internal-external temperature difference is big, the dangerous higher tunnel face of vehicle turnover.Whole electrothermal tube assembly is embedded in below the supercrust, the snakelike pipeline that the series connection of electrothermal tube assembly is set to make a circulation, heat in centre position that can not only road pavement, the circuitous turning part at electric heating tube two ends can namely additionally be heated corresponding to the position that vehicle tyre travels the dual-side of road, realizes the purpose that prevents that better car accident from taking place; And when the electrothermal tube assembly is in parallel, after single electric heating tube damages, do not influence whole electrothermal tube assembly operating, and avoid keeping in repair frequently, reduce use cost.
In the above-mentioned facility of initiatively defending road, bridge, a road ice and snow disaster, the described electrothermal tube assembly that is in series also comprises and is arranged on the splice sleeve on the connecting portion and maintenance overhaul box between two electric heating tubes, described maintenance overhaul box comprises box body and the lid that is interlocked, and be arranged on apparatus for examination and repair in the box body, described box body is embedded in the supercrust and is sleeved on the electrothermal tube assembly, and the upper surface of described lid upper surface and supercrust flushes.Splice sleeve can guarantee the bonding strength between the adjacent electric heating tube, can also play the effect that waterproof is prevented pressure simultaneously, avoids the displacement of electric leakage or electric heating tube mouth of pipe pressurized and the influence use.The maintenance overhaul box is preset on the connecting portion of two electrothermal tube assemblies, and be embedded in supercrust and the base course, apparatus for examination and repair in it is connected with resistance wire in two electrothermal tube assemblies respectively, when road snow melt ice-melt poor effect, can open lid, the maintenance overhaul box at the two ends, highway section of needs tests is linked to each other, thereby judge whether whether each section road breaks down, need repairing.In actual applications in conjunction with the hardening deforming of road, the lid upper surface of maintenance overhaul box also can arrange a little less than the upper surface of supercrust.Lid upper surface among the present invention is not strict with equal with the upper surface of supercrust, as long as make its upper surface that is not higher than supercrust, influences vehicle and travels and get final product.
In the above-mentioned facility of initiatively defending road, bridge, a road ice and snow disaster, the inside of described electric heating tube be provided with resistance wire and be filled in resistance wire and the electric heating tube inwall between Powdered insulating heat-conductive heat insulating material, the two ends of described resistance wire be respectively arranged with can cooperatively interact the connection socket component one of realize pegging graft be connected socket component two.In the technical program, by resistance wire heating and be passed to by the insulating heat-conductive heat insulating material on the tube wall of electrothermal tube assembly, thereby promote the pavement temperature of road, realize the purpose of snow melt ice-melt.Pulverous insulating heat-conductive heat insulating material is easily filled, and the heat that can be rapidly resistance wire be produced is passed to rapidly on the tube wall of electrothermal tube assembly and avoids running off, can also fix resistance wire simultaneously, avoid road shock and cause the resistance wire fracture, improve the stability when using, the structural strength height of electrothermal tube assembly, be embedded in below the supercrust, insulating heat-conductive heat insulating material in conjunction with its inside filling, can bear rolling of car and do not damage, guarantee that its inner resistance wire can not rupture because of external force.And when two electric heating tubes are connected in series, earlier the resistance wire in the electric heating tube is plugged, the mouth of pipe with two electric heating tubes aligns again, and at outside, mouth of pipe junction suit splice sleeve.
In the above-mentioned facility of initiatively defending road, bridge, a road ice and snow disaster, the described electrothermal tube assembly that is formed in parallel also comprises the maintenance overhaul box that is arranged on the electric heating tube two ends, described maintenance overhaul box comprises box body and the lid that is interlocked, and be arranged on apparatus for examination and repair in the box body, described box body is embedded in the supercrust and is sleeved on the electrothermal tube assembly, and the upper surface of described lid upper surface and supercrust flushes.Whether the electrothermal tube assembly of parallel-connection structure connects simple, during maintenance the continuous test of the maintenance overhaul box at same electric heating tube two ends can be drawn this electric heating tube and normally use.
In the above-mentioned facility of initiatively defending road, bridge, a road ice and snow disaster, the tube wall of described electric heating tube is provided with some cars groove processed.This car groove processed is beneficial to the ground surface material parcel and is cemented on the electric heating tube.
A kind of job practices of initiatively defending the cement concrete road of ice and snow disaster is characterized in that, is made up of following steps:
Step 1, roadbed paving layer;
Step 2, with several electric heating tube parallel laid on base course;
Step 3, each electric heating tube connected successively to be formed circuitous snakelike pipeline or is arranged in parallel, and the maintenance overhaul box is arranged on the connecting portion of two electric heating tubes of serial connection mutually or the maintenance overhaul box is arranged on the two ends of each electric heating tube that is in parallel;
Step 4, cement concrete is laid on the end face of base course, but and form the supercrust of heat temperature raising in electric heating tube and maintenance overhaul box be wrapped in;
Step 5, whether the electric heating tube that detects the unit of respectively constructing by the maintenance overhaul box can operate as normal: if execution in step six is then then changed out of order electric heating tube and execution in step one again if not;
Step 6, finish the making construction of supercrust.
In this job practices, by " wetting, it is wet to connect " technology link road surface layer and base course, namely pave at the cement concrete of the base course of lower floor not during setting and harden, i.e. road surface pavement cement concrete in the above, operation is simple, quick, if unexpected inefficacy of electric heating tube also can keep in repair and change, and be consuming time shorter at once.
In the job practices of the above-mentioned cement concrete road of initiatively defending the ice and snow disaster, described step 2 also is included in the positioner that is provided for limiting electric heating tube displacement and height on the electric heating tube.It is mobile that this positioner is used for avoiding electricity to add adapter, improves the yield rate on road surface of the present invention, avoids reprocessing.
A kind of job practices of initiatively defending the bituminous concrete road of ice and snow disaster is characterized in that, is made up of following steps:
Step 1, making coarse grain formula bituminous concrete bottom surface layer;
Step 2, treat the hardening by cooling of coarse grain formula bituminous concrete bottom surface layer after, at the end face of coarse grain formula bituminous concrete bottom surface layer according to electric heating tube geomery setting-out setting-out, re-use the cutting machine place's of cutting raggle along the line and cut coarse grain formula bituminous concrete in the groove, make the degree of depth of raggle greater than the external diameter of electric heating tube;
Step 3, electric heating tube is arranged in the raggle;
Step 4, each electric heating tube is connected successively form circuitous snakelike pipeline or be arranged in parallel again, and the maintenance overhaul box is arranged on the connecting portion of two electric heating tubes of serial connection mutually or the maintenance overhaul box is arranged on the two ends of each electric heating tube that is in parallel;
Step 5, particulate formula bituminous concrete is laid on the end face of bottom surface layer, and forms in electric heating tube and maintenance overhaul box be wrapped in and make upper layer;
Step 6, the electric heating tube operate as normal whether that detects the unit of respectively constructing by the maintenance overhaul box: if execution in step seven then, then changing if not has fault electric heating tube and execution in step three again;
Step 7, finish upper layer making construction.
In this job practices, supercrust comprises the bottom surface layer of coarse grain formula bituminous concrete formation and the upper layer that particulate formula bituminous concrete constitutes, thickness is engaged under the prerequisite that can ensure the quality of products can also save cost effectively, this job practices is after the base course hardening by cooling in addition, cut out the raggle that is consistent with electrothermal tube assembly kenel size again, be used for setting-in electrothermal tube assembly, make that the position of electrothermal tube assembly is more stable, be difficult for when the road surface pavement layer, being moved and cause losing efficacy, and when doing over again, also can only change the electric heating tube that breaks down, and need not base course is done over again.In this job practices, when the electrothermal tube assembly was series connection, what cut out was snakelike raggle, and when the electrothermal tube assembly was in parallel, what cut out was straight trough.The supercrust of the bituminous concrete in the technical program is made up of the bottom surface layer of coarse grain formula and the upper layer of particulate formula, also can be made up of the bottom surface layer of coarse grain formula, the middle surface layer of middle grain formula and the upper layer of particulate formula, the electrothermal tube assembly is arranged between upper layer and the middle surface layer.
In the job practices of the above-mentioned bituminous concrete road of initiatively defending the ice and snow disaster, described step 3 also is included in the raggle bottom and lays layer of fine sand, and the feasible electric heating tube top that is arranged in the raggle is lower than upper surface 3~5 ㎜ of bottom surface layer.Filling fine sand can position electric heating tube, avoids rocking, and can make the electric heating tube top a little less than the upper surface of ground floor again, guarantees that construction is easier.
The mat formation job practices of layer of a kind of bridge of initiatively defending the ice and snow disaster is characterized in that, is made up of following steps:
Step 1, lay the mat formation basic unit of layer of bridge, and in basic unit reinforced mesh is set;
Step 2, several electric heating tubes are laid on the reinforced mesh, and the electric heating tube colligation is attached to reinforced mesh;
Step 3, each electric heating tube connected successively to be formed circuitous snakelike pipeline or is arranged in parallel, and the maintenance overhaul box is arranged on the connecting portion of two electric heating tubes of serial connection mutually or the maintenance overhaul box is arranged on the two ends of each electric heating tube that is in parallel;
Step 4, cement concrete is laid on the bridge floor, but and form the surface layer of heat temperature raising in electric heating tube and maintenance overhaul box be wrapped in;
Step 5, whether the electric heating tube that detects the unit of respectively constructing by the maintenance overhaul box can operate as normal: if execution in step six is then then changed out of order electric heating tube and execution in step one again if not;
Step 6, finish the making construction of surface layer.
This job practices is applied in bridge deck pavement, and bridge deck pavement is divided into basic unit and surface layer, and reinforced mesh is arranged on more than the basic unit, below the surface layer, the electric heating tube colligation on reinforced mesh, is not needed extra positioner, and cost is lower, and it is more efficient and convenient to construct.
The present invention can be widely used on the road of types such as highway, bridge, a road, compared with prior art, has following advantage: 1, adopt highway, bridge, a road road of electrothermal tube assembly to take initiatively defense technique, can keep the pavement temperature of road more than 0 ℃, solved highway, bridge, a road harm that causes after the ice and snow disaster has taken place in the winter time, social benefit and economic benefit height, and demonstrate fully the humanistic spirit of paying attention to life; 2, by Electric heating, avoided adopting the unstability of underground heat hot-water heating mode, can continue to guarantee pavement temperature, negative interaction and the secondary disaster of avoiding the ice and snow disaster to produce are guaranteed service life of structure; 3, take the built-in spiral resistance wire of stainless steel tube, and by thermal insulating Heat Conduction Material parcel spiral resistance wire, can guarantee that spiral resistance wire is not fragile, increase the service life and save the repair and maintenance cost.
Description of drawings
Fig. 1 is the layout schematic diagram of employing embodiment one of the present invention.
Fig. 2 is the structural representation of electric heating tube in the embodiments of the invention one.
Fig. 3 is electric heating tube connected node figure in the embodiments of the invention one.
Fig. 4 is the layout schematic diagram of maintenance overhaul box in the embodiments of the invention one.
Fig. 5 is A-A sectional drawing among Fig. 4.
Fig. 6 is B-B sectional drawing among Fig. 4.
Fig. 7 is to be the road schematic cross-section of the embodiment one of main material with cement concrete among the present invention.
Fig. 8 is to be the road schematic cross-section of the embodiment two of main material with bituminous concrete among the present invention.
Fig. 9 is the layout schematic diagram of embodiments of the invention three.
Figure 10 is the bridge pavement schematic cross-section that has embodiment three structures among the present invention.
Figure 11 is the layout schematic diagram of embodiments of the invention four.
Figure 12 is the layout schematic diagram of embodiments of the invention six.
Figure 13 is the test sample layout schematic diagram of test water cement concrete electric heating tube ice-melt snow test among the present invention.
Figure 14 is the test sample schematic cross-section of test water cement concrete electric heating tube ice-melt snow test among the present invention.
Among the figure, 1, supercrust; 1a, upper layer; 1b, bottom surface layer; 1b1, raggle; 2, base course; 3, electrothermal tube assembly; 4, electric heating tube; 4a, straight sections one; 4b, bent portion one; 4c, straight sections two; 4d, bent portion two; 4e, straight sections three; 5, insulating heat-conductive heat insulating material; 6, resistance wire; 7, connect socket component one; 8, connect socket component two; 9, splice sleeve; 10, maintenance overhaul box; 10a, lid; 10b, box body; 10b1, through hole; 11, bolt; 12, reinforced mesh; 13, test sample; 14, electroheat pair sheet; 15, termination; 15a, socket; 16, apparatus for examination and repair; 17, electric lead; 18, basic unit; 19, surface layer.
The specific embodiment
Below be specific embodiments of the invention and by reference to the accompanying drawings, technical scheme of the present invention is further described, but the present invention be not limited to these embodiment.
Embodiment one:
With reference to Fig. 1, Fig. 7, present embodiment be applied in cement concrete as main material, can initiatively defend the facility on the road of ice and snow disaster, comprise the supercrust 1 that is positioned at the upper strata and the base course 2 that is positioned at lower floor, be provided with electrothermal tube assembly 3 between supercrust 1 and the base course 2, produce heat and be passed to supercrust 1 by electrothermal tube assembly 3, make the temperature of supercrust 1 be in 5~10 ℃, make the accumulated snow on road surface and accumulated ice melt, avoid causing the security incident of vehicle.According to the existing general road closure construction that adopts of road construction with two-way lane, another road is bought car in installments current, separate the method for laying, thereby in the present embodiment electrothermal tube assembly 3 is separately positioned on below the road surface in two tracks, thereby heat temperature raising is carried out on the road surface to two tracks respectively, and maintenance and detection are all more convenient.Electrothermal tube assembly 3 in the present embodiment by several electric heating tubes 4 with can be connected with power supply and be the termination 15 of electric heating tube 4 power supply, above-mentioned electric heating tube 4 joins end to end successively to be connected in series and forms circuitous snakelike pipeline, be provided with adapter sleeve 9 between each electric heating tube 4, outside the connecting portion of each electric heating tube 4 that is positioned at road both sides curb, also be provided with maintenance overhaul box 10.Present embodiment arranges maintenance overhaul box 10 at two edges of road, namely be that maintenance overhaul is convenient, especially for security consideration because the position to take power of electric heating tube 4 is located at two edges of road, detect in the middle of avoiding standing in the road, guarantee the safety of maintenance overhaul.
With reference to Fig. 2, the structure of each electric heating tube 4 is all identical in the present embodiment, electric heating tube 4 is the inner hollow section that is provided with resistance wire 6, comprise straight sections one 4a, be arranged on bent portion one 4b and straight sections two 4c of straight sections one 4a one end, be arranged on bent portion two 4d and straight sections three 4e of the straight sections one 4a other end, the two ends of bent portion one 4b are connected with straight sections one 4a and straight sections two 4c respectively, the two ends of bent portion two 4d are connected with straight sections one 4a and straight sections three 4e respectively, and the opening direction of straight sections two 4c and straight sections three 4e is opposite.Be filled with pulverous insulating heat-conductive heat insulating material 5 between the inwall of electric heating tube 4 and the resistance wire 6, the two ends of insulating heat-conductive heat insulating material 5 are filled to the middle part of straight sections two 4c and straight sections three 4e respectively, and port closed is avoided leaking.Bent portion one 4b, straight sections two 4c, bent portion two 4d and straight sections three 4e can be to the dual-sides of road, and namely additionally heat at the easiest position of travelling of doughnut, can reduce the incidence of car accident better.The two ends of resistance wire 6 are respectively arranged with and connect socket component 1 and is connected socket component 28, connect socket component 1 and are connected socket component 28 can cooperatively interact realization grafting and circuit communication.Resistance wire 6 adopts spiral resistance wire to improve the heat rate of resistance wire in the present embodiment, and because spiral is compressible and stretching, when connecting socket component 1 and be connected socket component 28 grafting, can draw, make wiring more convenient, and be connected firmly and be not subject to external force and rock.Pulverous insulating heat-conductive heat insulating material 5 in the present embodiment is electrician's level magnesia, and it can also keep certain temperature after outage, is conducive to energy conservation and the frequent starting of avoiding whole electric heating tube 4.
With reference to Fig. 3, when two electric heating tubes 4 are connected, one of them electric heating tube 4 is had straight sections two 4c that connect socket component 1 to have straight sections three 4e that are connected socket component 28 with another electric heating tube 4 and connects, both connecting portions are outside equipped with splice sleeve 9, splice sleeve 9 is the pipe collar class formation, its sealing shroud is contained on straight sections two 4c and straight sections three 4e that two electric heating tubes 4 connect, and keeps sealing.
With reference to Fig. 4, Fig. 5 and Fig. 6, also be provided with maintenance overhaul box 10 on the connecting portion between two electric heating tubes 4 that are connected, maintenance overhaul box 10 comprises box body 10b and the lid 10a that the merga pass bolt 11 that interlocks removably connects, and be arranged on apparatus for examination and repair 16 among the box body 10b, apparatus for examination and repair 16 links to each other with resistance wire 6, is used for judging whether to be communicated with.Box body 10b buries underground in supercrust 1 and the base course 2, and wherein two relative walls have through hole 10b1, is used for interconnective straight sections two 4c or straight sections three 4e on the electric heating tube 4 and can interts and interconnect at above-mentioned through hole 10b1 again.When present embodiment is laid at supercrust 1, arrange lid 10a upper surface to such an extent that flush with the upper surface of supercrust 1 or a little less than the upper surface of supercrust 1, under the prerequisite of the safety that does not influence road, guarantee the convenience of maintenance.The inside of maintenance overhaul box 10 also is provided with termination 15, and termination 15 has the socket 15a that is connected with extraneous power supply, this socket 15a and resistance wire 6 electric connections.Also socket 15a can be replaced by one in addition and have the plug that connects lead.
Power supply in the present embodiment inserts can be in the following ways: one, solar electrical energy generation; Two, wind power generation; Three, mains supply; Four, diesel-electric set electric supply is as long as be connected the termination 15 on the electrothermal tube assembly 3 with above-mentioned all types of power supply.
In the present embodiment for can faster more economical realization road snow melt ice-melt, can automatic temperature control apparatus be set on the road surface, this automatic temperature control apparatus is connected with termination 15, when pavement temperature is lower than 0 ℃, when automatic temperature control apparatus detects pavement temperature and is lower than 0 ℃, send enabling signal, power supply is to 3 power supplies of electrothermal tube assembly, when pavement temperature is higher than 10 ℃, automatic temperature control apparatus sends shutdown signal, dump, electrothermal tube assembly 3 stop heating, and the road surface can also continue the temperature that keeps certain under the effect of insulating heat-conductive heat insulating material.
The job practices of road in the present embodiment when the application cement concrete is laid as main material, formed by following steps:
Step 1, roadbed paving layer 2;
Step 2, with several electric heating tube 4 parallel laid on base course 2, and be provided for limiting the positioner of electric heating tube 4 displacements and height at electric heating tube 4;
Step 3, each electric heating tube 4 connected successively to be formed circuitous snakelike pipeline Ge and is arranged in parallel, and maintenance overhaul box 10 is arranged on the connecting portion of two electric heating tubes 4 of serial connection mutually or maintenance overhaul box 10 is arranged on the two ends of each electric heating tube 4 that is in parallel;
Step 4, cement concrete is laid on the end face of base course 2, but and form the supercrust 1 of heat temperature raising in electric heating tube 4 and maintenance overhaul box 10 be wrapped in;
Step 5, whether the electric heating tube 4 that detects the unit of respectively constructing by maintenance overhaul box 10 can operate as normal: if execution in step six is then then changed out of order electric heating tube 4 and execution in step one again if not;
Step 6, finish the making construction of supercrust 1.
This job practices can be by " wetting, it is wet to connect " technology link road surface layer and base course, namely pave at the cement concrete of the base course of lower floor not during setting and harden, i.e. road surface pavement cement concrete on base course, operation is simple, quick, if unexpected inefficacy of electric heating tube also can keep in repair and change rapidly, the whole laying time is shorter.
Embodiment two:
With reference to Fig. 8, present embodiment two for a kind of be applied in bituminous concrete as main material, can initiatively defend the facility on the road of ice and snow disaster, comprise supercrust 1, supercrust 1 comprises and is positioned at the bottom surface layer 1b that lower floor forms by coarse grain formula bituminous concrete making and is positioned at the upper layer 1a that the upper strata is formed by particulate formula bituminous concrete making, have on the bottom surface layer 1b for the raggle 1b1 that places electric heating tube 4, lay fine sand in the raggle 1b1 and make upper surface 3~5 ㎜ of distance from top bottom surface layer 1b of electric heating tube 4.Present embodiment two is only distinguished at the cross section structure of road to some extent with embodiment one, and other structure is all roughly the same with embodiment one.
The job practices of road in the present embodiment two when the application bituminous concrete is laid as main material, formed by following steps:
Step 1, making coarse grain formula bituminous concrete bottom surface layer 1b;
Step 2, treat coarse grain formula bituminous concrete bottom surface layer 1b hardening by cooling after, at the end face of coarse grain formula bituminous concrete bottom surface layer 1b according to electric heating tube 4 geomery setting-out setting-outs, re-use the cutting machine 1b1 of the place's of cutting raggle along the line and cut coarse grain formula bituminous concrete in the groove, make the degree of depth of raggle 1b1 greater than the external diameter of electric heating tube 4;
Step 3, electric heating tube is arranged in the raggle 1b1, raggle 2a lays layer of fine sand in the bottom, and makes and be arranged in upper surface 3~5 ㎜ that electric heating tube 4 tops in the raggle 2a are lower than bottom surface layer 1b;
Step 4, each electric heating tube 4 is connected successively form circuitous snakelike pipeline or be arranged in parallel again, and maintenance overhaul box 10 is arranged on the connecting portion of two electric heating tubes 4 of serial connection mutually or maintenance overhaul box 10 is arranged on the two ends of each electric heating tube 4 that is in parallel;
Step 5, particulate formula bituminous concrete is laid on the end face of bottom surface layer 1b, and forms in electric heating tube 4 and maintenance overhaul box 10 be wrapped in and make upper layer 1a;
Step 6, electric heating tube 4 operate as normal whether that detects the unit of respectively constructing by maintenance overhaul box 10: if execution in step seven then, then changing if not has fault electric heating tube 4 and execution in step three again;
Step 7, finish upper layer 1 making construction.
The bottom surface layer 1b end face of this job practices after sclerosis arranges the horizontal raggle 2a perpendicular to trend of road, be used for setting-in electric heating tube 4, and make the top of electric heating tube 4 a little less than bottom surface layer 1b end face by laying fine sand, be convenient to the laying of asphalt concrete pavement, simultaneously step 6 detects when supercrust 1 is unhardened, in the time of then when electric heating tube 4 cisco unity malfunctions, need doing over again, only need the processing of doing over again of unhardened supercrust 1 is done over again and need not excavate bottom surface layer 1b.
Embodiment three:
With reference to Fig. 9 and Figure 10, present embodiment three for a kind of be applied in cement concrete as main material, can initiatively defend the facility on the ice and snow disaster bridge deck pavement, comprise bridge deck pavement 1 and the layer 2 of mating formation, the layer 2 of mating formation is provided with reinforced mesh 12, electric heating tube 4 colligations are at reinforced mesh 12, and other structure is all roughly the same with embodiment one.
Job practices in the present embodiment when the application cement concrete is laid as bridge deck pavement master material, formed by following steps:
Step 1, the basic unit 18 of laying bridge deck pavement, and in basic unit 18 reinforced mesh 12 is set;
Step 2, several electric heating tubes 4 are laid on the reinforced mesh 12, and electric heating tube 4 colligations are attached to reinforced mesh 12;
Step 3, each electric heating tube 4 connected successively to be formed circuitous snakelike pipeline or is arranged in parallel, and maintenance overhaul box 10 is arranged on the connecting portion of two electric heating tubes 4 of serial connection mutually or maintenance overhaul box 10 is arranged on the two ends of each electric heating tube 4 that is in parallel;
Step 4, cement concrete is laid on the end face of bridge deck pavement basic unit 2, but and form the surface layer 19 of heat temperature raising in electric heating tube 4 and maintenance overhaul box 10 be wrapped in;
Step 5, whether the electric heating tube 4 that detects the unit of respectively constructing by maintenance overhaul box 10 can operate as normal: if execution in step six is then then changed out of order electric heating tube 4 and execution in step one again if not;
Step 6, finish the making construction of surface layer 19.
This job practices is applied on the bridge deck pavement, and the electric heating tube colligation on reinforced mesh, is not needed extra positioner, and cost is lower, and it is more efficient and convenient to construct.
Embodiment four:
With reference to Figure 11, present embodiment four is a kind of facility that is applied on the road of initiatively defending the ice and snow disaster, when it adopts cement concrete to decide material, its structure is roughly the same with embodiment one respectively, difference is, electric heating tube 4 in the present embodiment four is connected by parallel way, and the two ends of each electric heating tube 4 respectively are provided with a maintenance overhaul box 10.
The job practices of present embodiment when the application cement concrete is laid as main material, formed by following steps:
Step 1, roadbed paving layer 2;
Step 2, with several electric heating tube 4 parallel laid on base course 2, and be provided for limiting the positioner of electric heating tube 4 displacements and height at electric heating tube 4;
Step 3, each electric heating tube 4 is arranged in parallel successively, and maintenance overhaul box 10 is arranged on the two ends of each electric heating tube 4 that is in parallel;
Step 4, cement concrete is laid on the end face of base course 2, but and form the supercrust 1 of heat temperature raising in electric heating tube 4 and maintenance overhaul box 10 be wrapped in;
Step 5, whether the electric heating tube 4 that detects the unit of respectively constructing by maintenance overhaul box 10 can operate as normal: if execution in step six is then then changed out of order electric heating tube 4 and execution in step one again if not;
Step 6, finish the making construction of supercrust 1.
Embodiment five:
Present embodiment is a kind of facility that is applied on the road of initiatively defending the ice and snow disaster, when it adopts bituminous concrete to decide material, its structure is roughly the same with embodiment two respectively, difference is, electric heating tube 4 in the present embodiment five is connected by parallel way, and the two ends of each electric heating tube 4 respectively are provided with a maintenance overhaul box 10.
The job practices of present embodiment when the application bituminous concrete is laid as main material, formed by following steps:
Step 1, making coarse grain formula bituminous concrete bottom surface layer 1b;
Step 2, treat coarse grain formula bituminous concrete bottom surface layer 1b hardening by cooling after, at the end face of coarse grain formula bituminous concrete bottom surface layer 1b according to electric heating tube 4 geomery setting-out setting-outs, re-use the cutting machine 1b1 of the place's of cutting raggle along the line and cut coarse grain formula bituminous concrete in the groove, make the degree of depth of raggle 1b1 greater than the external diameter of electric heating tube 4;
Step 3, electric heating tube is arranged in the raggle 1b1, raggle 2a lays layer of fine sand in the bottom, and makes and be arranged in upper surface 3~5 ㎜ that electric heating tube 4 tops in the raggle 2a are lower than bottom surface layer 1b;
Step 4, again each electric heating tube 4 is arranged in parallel successively, and maintenance overhaul box 10 is arranged on the two ends of each electric heating tube 4 that is in parallel;
Step 5, particulate formula bituminous concrete is laid on the end face of bottom surface layer 1b, and forms in electric heating tube 4 and maintenance overhaul box 10 be wrapped in and make upper layer 1a;
Step 6, electric heating tube 4 operate as normal whether that detects the unit of respectively constructing by maintenance overhaul box 10: if execution in step seven then, then changing if not has fault electric heating tube 4 and execution in step three again;
Step 7, finish upper layer 1 making construction.
Embodiment six:
Present embodiment is a kind of facility that is applied on the bridge of initiatively defending the ice and snow disaster, its structure is roughly the same with embodiment three respectively, difference is, electric heating tube in the present embodiment six 4 is connected by parallel way, and the two ends of each electric heating tube 4 respectively are provided with a maintenance overhaul box 10.
Job practices in the present embodiment when the application cement concrete is laid as bridge deck pavement master material, formed by following steps:
Step 1, the basic unit 18 of laying bridge deck pavement, and in basic unit 18 reinforced mesh 12 is set;
Step 2, several electric heating tubes 4 are laid on the reinforced mesh 12, and electric heating tube 4 colligations are attached to reinforced mesh 12;
Step 3, each electric heating tube 4 is arranged in parallel successively, and maintenance overhaul box 10 is arranged on the two ends of each electric heating tube 4 that is in parallel;
Step 4, cement concrete is laid on the end face of deck paving basic unit 2, but and form the surface layer 19 of heat temperature raising in electric heating tube 4 and maintenance overhaul box 10 be wrapped in;
Step 5, whether the electric heating tube 4 that detects the unit of respectively constructing by maintenance overhaul box 10 can operate as normal: if execution in step six is then then changed out of order electric heating tube 4 and execution in step one again if not;
Step 6, finish the making construction of surface layer 19.
The physical dimension of electric heating tube 4 and arrangement draw by the test of test water cement concrete electric heating tube ice-melt snow among above-mentioned each embodiment, and flow process is as follows:
1, test sample 13 bed dies are made;
2, test sample 13 side forms are installed;
3, reinforced mesh 12 and electric heating tube 4 are arranged;
4, the electroheat pair sheet 14 of thermometric is arranged;
5, concreting, health;
6, test sample 13 is entered the cryogenic freezing chamber;
7, test sample 13 surperficial retainings;
8, the starting of refrigerating chamber refrigeration is to-5 ℃;
9, electric heating tube 4 energising heating;
10, observed each display instrument temperature and record in per 5 minutes;
11, test sample 13 surperficial ice sheets are mixed together fully;
12, mathematic statistics thermometric record.
This test is placed electroheat pair sheet 14 by the different depth in the test sample that is furnished with reinforced mesh 12 and electric heating tube 4, as Figure 12 and shown in Figure 13, draw with time is abscissa, temperature is the heating curve figure of the test sample ice-melt snow melt of ordinate, by measuring the electric heating tube of different structure, size and arrangement pitch, draw between following each dominant area: the wall thickness of electric heating tube 4 is 1~3mm, diameter is 10~14mm, and the diameter that resistance wire 6 is made for nichrome is that 0.5~0.7mm, pitch are the spiral resistance wire 6 of 4~6mm.The thickness of supercrust 1 is 3~10cm, and the spacing between the electric heating tube 4 is 40~80cm, and the power of mating formation of electrothermal tube assembly 3 is 250W/m 2~350W/m 2Particularly adopt the Q235 stainless steel tube of wall thickness 2mm, diameter 12mm when electric heating tube 4, the diameter 0.5mm that the nichrome that interts in it is made, the spiral resistance wire 6 of pitch 4mm, and during the hot heat insulating material 5 of filling that electrician's level magnesia powder makes, spacing between each electric heating tube 4 is 50cm, apart from the temperature optimum at 4cm place, electric heating tube 4 top.Calorific value on spiral resistance wire 6 unit lengths is bigger, and it is scalable, when 4 butt joints of two electric heating tubes, can make two to connect socket component realization cooperation better, simultaneously because the connecting portion of electric heating tube 4 is usually located at below the road surface that vehicle tyre often rolls, rubber-like spiral resistance wire 6 also is not easy the fracture that is damaged when road shock.
Each above-mentioned job practices is when arranging maintenance maintenance box 10, a maintenance maintenance box 10 can all be set on each heating tube 4, also selectively install according to the arrangement pitch of electric heating tube 4, guarantee to overhaul the quantity of box 10 between 2~10 in the maintenance of 10m highway section.And above-mentioned two job practicess also can be after 10 installations of maintenance overhaul box, namely whether the electric heating tube 4 in each highway section being detected can operate as normal, if then execution in step four, then this highway section is done over again, is changed electric heating tube 4 and execution in step two again if not.
Specific embodiment described herein only is that the present invention's spirit is illustrated.Those skilled in the art can make various modifications or replenish or adopt similar mode to substitute described specific embodiment, but can't depart from spirit of the present invention or surmount the defined scope of appended claims.
Although this paper has used supercrust 1 morely, upper layer 1a, bottom surface layer 1b, raggle 1b1, base course 2, electrothermal tube assembly 3, electric heating tube 4, straight sections one 4a, bent portion one 4b, straight sections two 4c, bent portion two 4d, straight sections three 4e, insulating heat-conductive heat insulating material 5, resistance wire 6, connect socket component 1, connect socket component 28, splice sleeve 9, maintenance overhaul box 10, lid 10a, box body 10b, through hole 10b1, bolt 11, reinforced mesh 12, test sample 13, electroheat pair sheet 14, termination 15, socket 15a, apparatus for examination and repair 16, electric lead 17, basic unit 18, surface layer 19 terms such as grade, but do not get rid of the possibility of using other term.Using these terms only is in order to describe and explain essence of the present invention more easily; They are construed to any additional restriction all is contrary with spirit of the present invention.

Claims (10)

1. facility of initiatively defending road, bridge, a road ice and snow disaster, comprise supercrust (1), it is characterized in that, be provided with electrothermal tube assembly (3) in the construction unit of described supercrust (1), electrothermal tube assembly (3) is formed circuitous snakelike pipeline or is connected the current supply line parallel connection respectively by several electric heating tube (4) two ends that are the vertical bar shape by several electric heating tubes (4) head and the tail series connection successively and combines, and electrothermal tube assembly (3) also comprises the junction box (15) that can be connected with power supply and power for electric heating tube (4).
2. the road of initiatively defending according to claim 1, bridge, the facility of road, field ice and snow disaster, it is characterized in that, the described electrothermal tube assembly (3) that is in series also comprises and is arranged on the splice sleeve (9) on the connecting portion and maintenance overhaul box (10) between two electric heating tubes (4), described maintenance overhaul box (10) comprises box body (10b) and the lid (10a) that is interlocked, and be arranged on apparatus for examination and repair (16) in the box body (10b), described box body (10b) is embedded in the supercrust (1) and is sleeved on the electrothermal tube assembly (3), and the upper surface of described lid (10a) upper surface and supercrust (1) flushes.
3. the facility of initiatively defending road, bridge, a road ice and snow disaster according to claim 1 and 2, it is characterized in that, the inside of described electric heating tube (4) be provided with resistance wire (6) and be filled in resistance wire (6) and electric heating tube (4) inwall between Powdered insulating heat-conductive heat insulating material (5), the two ends of described resistance wire (6) be respectively arranged with can cooperatively interact the connection socket component one (7) of realize pegging graft be connected socket component two (8).
4. the road of initiatively defending according to claim 1, bridge, the facility of road, field ice and snow disaster, it is characterized in that, the described electrothermal tube assembly (3) that is formed in parallel also comprises the maintenance overhaul box (10) that is arranged on electric heating tube (4) two ends, described maintenance overhaul box (10) comprises box body (10b) and the lid (10a) that is interlocked, and be arranged on apparatus for examination and repair (16) in the box body (10b), described box body (10b) is embedded in road (bridge) surface layer (1) and is sleeved on the electrothermal tube assembly (3), and the upper surface of described lid (10a) upper surface and road (bridge) surface layer (1) flushes.
5. according to claim 1 or the 2 or 4 described facilities of initiatively defending road, bridge, a road ice and snow disaster, it is characterized in that the tube wall of described electric heating tube (4) is provided with some cars groove processed.
6. a job practices of initiatively defending the cement concrete road of ice and snow disaster is characterized in that, is made up of following steps:
Step 1, roadbed paving layer (2);
Step 2, with several electric heating tubes (4) parallel laid on base course (2);
Step 3, each electric heating tube (4) connected successively to be formed circuitous snakelike pipeline or is arranged in parallel, and maintenance overhaul box (10) is arranged on the connecting portion of two electric heating tubes (4) of serial connection mutually or maintenance overhaul box (10) is arranged on the two ends of each electric heating tube (4) that is in parallel;
Step 4, cement concrete is laid on the end face of base course (2), and with electric heating tube (4) and maintenance overhaul box (10) but form the supercrust (1) of heat temperature raising in being wrapped in;
Step 5, whether the electric heating tube (4) that detects the unit of respectively constructing by maintenance overhaul box (10) can operate as normal: if execution in step six is then then changed out of order electric heating tube (4) and execution in step one again if not;
Step 6, finish the making construction of supercrust (1).
7. job practices of initiatively defending the cement concrete road of ice and snow disaster according to claim 6 is characterized in that, described step 2 also is included in the positioner that is provided for limiting electric heating tube (4) displacement and height on the electric heating tube (4).
8. a job practices of initiatively defending the bituminous concrete road of ice and snow disaster is characterized in that, is made up of following steps:
Step 1, making coarse grain formula bituminous concrete bottom surface layer (1b);
Step 2, treat coarse grain formula bituminous concrete bottom surface layer (1b) hardening by cooling after, at the end face of coarse grain formula bituminous concrete bottom surface layer (1b) according to electric heating tube (4) geomery setting-out setting-out, re-use the cutting machine place's of cutting raggle along the line (1b1) and cut coarse grain formula bituminous concrete in the groove, make the degree of depth of raggle (1b1) greater than the external diameter of electric heating tube (4);
Step 3, electric heating tube is arranged in the raggle (1b1);
Step 4, each electric heating tube (4) is connected successively form circuitous snakelike pipeline or be arranged in parallel again, and maintenance overhaul box (10) is arranged on the connecting portion of two electric heating tubes (4) of serial connection mutually or maintenance overhaul box (10) is arranged on the two ends of each electric heating tube (4) that is in parallel;
Step 5, particulate formula bituminous concrete is laid on the end face of bottom surface layer (1b), and forms in electric heating tube (4) and maintenance overhaul box (10) be wrapped in and make upper layer (1a);
Step 6, electric heating tube (4) operate as normal whether that detects the unit of respectively constructing by maintenance overhaul box (10): if execution in step seven then, then changing if not has fault electric heating tube (4) and execution in step three again;
Step 7, finish upper layer (1) making construction.
9. job practices of initiatively defending the bituminous concrete road of ice and snow disaster according to claim 8, it is characterized in that, described step 3 also is included in raggle (2a) bottom and lays layer of fine sand, and feasible electric heating tube (4) top that is arranged in the raggle (2a) is lower than upper surface 3~5 ㎜ of bottom surface layer (1b).
10. a bridge of initiatively defending the ice and snow disaster job practices of layer of mating formation is characterized in that, is made up of following steps:
Step 1, lay the mat formation basic unit (18) of layer of bridge, and in basic unit (18) reinforced mesh (12) is set;
Step 2, several electric heating tubes (4) are laid on the reinforced mesh (12), and electric heating tube (4) colligation is attached to reinforced mesh (12);
Step 3, each electric heating tube (4) connected successively to be formed circuitous snakelike pipeline or is arranged in parallel, and maintenance overhaul box (10) is arranged on the connecting portion of two electric heating tubes (4) of serial connection mutually or maintenance overhaul box (10) is arranged on the two ends of each electric heating tube (4) that is in parallel;
Step 4, cement concrete is laid on the end face of basic unit (18), and with electric heating tube (4) and maintenance overhaul box (10) but form the surface layer (19) of heat temperature raising in being wrapped in;
Step 5, whether the electric heating tube (4) that detects the unit of respectively constructing by maintenance overhaul box (10) can operate as normal: if execution in step six is then then changed out of order electric heating tube (4) and execution in step one again if not;
Step 6, finish the making construction of surface layer (19).
CN201310191277.2A 2013-05-21 2013-05-21 The facility of Initiative Defense road, bridge, road, field ice disaster and construction method thereof Expired - Fee Related CN103243628B (en)

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CN103821086A (en) * 2014-03-05 2014-05-28 合肥工业大学 Scanning type circularly-powered electric heating system for melting ice and snow on bridge surface
CN104005318A (en) * 2014-05-16 2014-08-27 上海市政工程设计研究总院(集团)有限公司 Electrical-snow melting asphalt concrete pavement used for municipal roads
CN104652266A (en) * 2014-10-21 2015-05-27 陈黛丽 Bridge deck anti-icing device
CN107938465A (en) * 2017-11-14 2018-04-20 广东交通实业投资有限公司 A kind of ultra-thin close water antiskid layer use of bituminous paving epoxy is gathered materials and the construction method of close water antiskid layer
CN108677650A (en) * 2018-07-11 2018-10-19 杭州博达伟业公共安全技术股份有限公司 Ice dissolution apparatus and method
CN110029551A (en) * 2019-04-29 2019-07-19 江苏宁靖盐高速公路有限公司 A kind of road and bridge deicing or snow melting method
CN110396887A (en) * 2019-08-06 2019-11-01 深圳港湾建设有限公司 A kind of municipal administration asphalt concrete road and construction method
EP3806578A1 (en) * 2019-10-10 2021-04-14 Volkmann & Rossbach GmbH & Co. KG Heating system for heating surfaces of infrastructure
CN115094762A (en) * 2022-06-28 2022-09-23 保利长大工程有限公司 Concrete electric heating heat-preservation template device for bridge pier column and using method thereof
CN115404739A (en) * 2022-09-30 2022-11-29 湖北工业大学 Road or airport embedded pipe arrangement structure and method for controlling temperature and dismantling

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CN103669162B (en) * 2013-12-20 2016-06-22 太原理工大学 Resistance net facility and laying method of supplying power to thereof for road surface deicing snow
CN103669162A (en) * 2013-12-20 2014-03-26 太原理工大学 Resistance network facility for removing snows and ices from road and laying and power-supplying method thereof
CN103821086A (en) * 2014-03-05 2014-05-28 合肥工业大学 Scanning type circularly-powered electric heating system for melting ice and snow on bridge surface
CN104005318A (en) * 2014-05-16 2014-08-27 上海市政工程设计研究总院(集团)有限公司 Electrical-snow melting asphalt concrete pavement used for municipal roads
CN104652266A (en) * 2014-10-21 2015-05-27 陈黛丽 Bridge deck anti-icing device
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CN110029551A (en) * 2019-04-29 2019-07-19 江苏宁靖盐高速公路有限公司 A kind of road and bridge deicing or snow melting method
CN110029551B (en) * 2019-04-29 2019-11-01 江苏宁靖盐高速公路有限公司 A kind of road and bridge deicing or snow melting method
CN110396887A (en) * 2019-08-06 2019-11-01 深圳港湾建设有限公司 A kind of municipal administration asphalt concrete road and construction method
EP3806578A1 (en) * 2019-10-10 2021-04-14 Volkmann & Rossbach GmbH & Co. KG Heating system for heating surfaces of infrastructure
CN115094762A (en) * 2022-06-28 2022-09-23 保利长大工程有限公司 Concrete electric heating heat-preservation template device for bridge pier column and using method thereof
CN115404739A (en) * 2022-09-30 2022-11-29 湖北工业大学 Road or airport embedded pipe arrangement structure and method for controlling temperature and dismantling
CN115404739B (en) * 2022-09-30 2023-08-15 湖北工业大学 Road or airport embedded pipe arrangement structure and temperature control and dismantling method

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