CN106400683A - Viaduct drainage ditch heating system - Google Patents
Viaduct drainage ditch heating system Download PDFInfo
- Publication number
- CN106400683A CN106400683A CN201611070433.XA CN201611070433A CN106400683A CN 106400683 A CN106400683 A CN 106400683A CN 201611070433 A CN201611070433 A CN 201611070433A CN 106400683 A CN106400683 A CN 106400683A
- Authority
- CN
- China
- Prior art keywords
- heating
- zone
- overpass
- gutter
- layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000010438 heat treatment Methods 0.000 title claims abstract description 148
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 21
- 239000004917 carbon fiber Substances 0.000 claims description 21
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 21
- 230000002787 reinforcement Effects 0.000 claims description 19
- 239000005030 aluminium foil Substances 0.000 claims description 5
- 229920001721 polyimide Polymers 0.000 claims description 5
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 4
- 239000004809 Teflon Substances 0.000 claims description 4
- 229920006362 Teflon® Polymers 0.000 claims description 4
- 229910052799 carbon Inorganic materials 0.000 claims description 4
- 239000004744 fabric Substances 0.000 claims description 4
- 239000000835 fiber Substances 0.000 claims description 4
- 239000002243 precursor Substances 0.000 claims description 4
- 229910001220 stainless steel Inorganic materials 0.000 claims description 4
- 239000010935 stainless steel Substances 0.000 claims description 4
- 229910001141 Ductile iron Inorganic materials 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims 2
- 235000017491 Bambusa tulda Nutrition 0.000 claims 2
- 241001330002 Bambuseae Species 0.000 claims 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims 2
- 239000011425 bamboo Substances 0.000 claims 2
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 210000003205 muscle Anatomy 0.000 claims 1
- 239000004576 sand Substances 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 10
- 206010039203 Road traffic accident Diseases 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 19
- 238000002844 melting Methods 0.000 description 10
- 230000008018 melting Effects 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 4
- 230000008014 freezing Effects 0.000 description 3
- 238000007710 freezing Methods 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 239000002344 surface layer Substances 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- YCKRFDGAMUMZLT-UHFFFAOYSA-N Fluorine atom Chemical compound [F] YCKRFDGAMUMZLT-UHFFFAOYSA-N 0.000 description 1
- RSWGJHLUYNHPMX-ONCXSQPRSA-N abietic acid Chemical compound C([C@@H]12)CC(C(C)C)=CC1=CC[C@@H]1[C@]2(C)CCC[C@@]1(C)C(O)=O RSWGJHLUYNHPMX-ONCXSQPRSA-N 0.000 description 1
- 230000003712 anti-aging effect Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 239000011737 fluorine Substances 0.000 description 1
- 229910052731 fluorine Inorganic materials 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000010257 thawing Methods 0.000 description 1
- 239000005439 thermosphere Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
- E01D19/086—Drainage arrangements or devices
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention relates to a viaduct drainage ditch heating system which comprises a first heating layer, a second heating layer, a third heating layer and a controller. The first heating layer is buried at the bottom of a drainage ditch, the second heating layer is located under the first heating layer, the third heating layer is buried in the side wall of the drainage ditch, and the controller is fixedly mounted on the outer side of a viaduct and electrically connected with the first heating layer, the second heating layer and the third heating layer. The first heating layer, the second heating layer and the third heating layer are additionally arranged in the side wall and the bottom of the drainage ditch, and therefore ice and snow in the drainage ditch can be rapidly and automatically melted in winter, and snow water which is obtained after snow and ice on the viaduct are melted and flows into the drainage ditch is prevented from being frozen again; and melted ice and snow of the viaduct under ice and snow weather are drained in time, safety driving of vehicles on the viaduct is guaranteed, traffic accidents are prevented, and smooth traffic is guaranteed.
Description
Technical field
The present invention relates to heating system field, particularly to a kind of automatic snow-melting ice overpass gutter heating system.
Background technology
At present, countries in the world overpass mainly carrys out deicing or snow melting by using Snow Agent, but Snow Agent drips to overpass
Blue or green surface layer, gutter concrete kerb and surrounding enviroment bring many negative effects, and it is mainly shown as that overpass Colophonium is anti-ageing
Change performance reduction, dynamic stability decline, gutter concrete deicer-frost damage, destroy Soil Surrounding ecological environment and polluted source etc.
Problem.A large amount of personnel and snow shoveling machine are needed using mechanical deicing's snow method, and deicing effect is not thorough and hysteresis quality is serious.
Overpass can be solved the above problems using electrical heating automatic snow-melting ice technology, but overpass runway face is melted automatically
During snowization ice, after ice dissolution water, the horizontal wall inscription along overpass flow to gutter, and snow water makes temperature be reduced in gutter to the cold
Freezing point, snow water freezes again, blocks drainage channel.Therefore, heating gutter prevents snow water icing from having great importance and real
Border is worth.
Content of the invention
The technical problem to be solved is to provide one kind can be overpass gutter automatic snow-melting ice, quick
The overpass gutter heating system of effective draining.
The technical scheme that the present invention solves above-mentioned technical problem is as follows：A kind of overpass gutter heating system, including
One zone of heating, the second zone of heating, the 3rd zone of heating and controller；Described first zone of heating is embedded in the bottom in described gutter,
Described second zone of heating is located at immediately below described first zone of heating, and described 3rd zone of heating is embedded in the wall of described gutter side,
Described controller is fixedly mounted on outside described overpass, and described first zone of heating, the second zone of heating, the 3rd zone of heating are all and institute
State controller electrical connection.
The invention has the beneficial effects as follows：By the side wall in gutter and bottom install additional respectively the first zone of heating, second
Zone of heating and the 3rd zone of heating, winter can ice and snow in fast automatic thawing gutter, and prevent deicing or snow melting overpass from converging
The snow water entering gutter freezes again, drains the ice and snow melting under overpass ice and snow weather in time, ensures vehicle peace on overpass
Full driving, try to forestall traffic accidents generation, ensures smooth traffic.
On the basis of technique scheme, the present invention can also do following improvement.
Further, described first zone of heating, the second zone of heating and the 3rd zone of heating all include carbon fiber heating line and reinforcing bar
Net, the two ends of described carbon fiber heating line are all electrically connected with described controller, described carbon fiber heating line and described bar-mat reinforcement
Longitudinal reinforcement is fixedly connected, and is equally spaced.
Further, the spacing of described carbon fiber heating line is 4cm-20cm.
Further, described carbon fiber heating line be followed successively by from inside to outside carbon fibre precursor, polyimide film, Teflon layer,
Aluminium foil film and stainless steel cloth.
Further, described gutter bottom is screed, and the thickness of described screed is 3cm-8cm, described first heating
Layer is located in described screed, and described first zone of heating is 2cm-7cm with the distance of described screed upper surface.
Further, it is overpass box beam below described screed, described second zone of heating is embedded in described overpass box beam
Interior, described second zone of heating is 2cm-8cm with the distance of described overpass box beam upper surface.
Further, described gutter side wall is concrete kerb layer, and described 3rd zone of heating is embedded in described concrete edge
In rock layers, the distance between upper surface of the upper end of described 3rd zone of heating and described concrete kerb layer is 3cm-8cm, described
The bar-mat reinforcement of the 3rd zone of heating is to longitudinal extension in described overpass box beam, and fixes even with the bar-mat reinforcement of described second zone of heating
Connect.
Further, described overpass box beam is equipped with leveling layer, described leveling layer is equipped with supercrust, described road surface
Ceng You center tilts to both sides, and road surface layer surface is 0.5 ° -2 ° with the angle of horizontal plane.
Further, described gutter upper end is preset with cover plate, and described cover plate is concrete double-edged fine-toothed comb or spheroidal graphite cast-iron double-edged fine-toothed comb.
Brief description
Fig. 1 is overall structure diagram of the present invention；
Fig. 2 is the present invention the first zone of heating structural representation；
Fig. 3 is the present invention second zone of heating and the 3rd zone of heating structural representation.
In accompanying drawing, the list of parts representated by each label is as follows：
1st, the first zone of heating；2nd, the second zone of heating；3rd, the 3rd zone of heating；4th, carbon fiber heating line；5th, bar-mat reinforcement；6th, mortar
Layer；7th, overpass box beam；8th, concrete kerb；9th, leveling layer；10th, supercrust；11st, cover plate；12nd, guardrail.
Specific embodiment
Below in conjunction with accompanying drawing, the principle of the present invention and feature are described, example is served only for explaining the present invention, and
Non- for limiting the scope of the present invention.
As shown in figure 1, being overall structure diagram of the present invention；Fig. 2 is the structural representation of the present invention first zone of heating；Figure
3 is the present invention second zone of heating and the 3rd zone of heating structural representation.
Embodiment 1
As shown in figure 1, a kind of overpass gutter heating system of the present embodiment, heat including the first zone of heating 1, second
Layer the 2, the 3rd zone of heating 3 and controller；First zone of heating 1 is embedded in the bottom in gutter, and the second zone of heating 2 is located at the first heating
Immediately below layer 1, the 3rd zone of heating 3 is embedded in the wall of gutter side, and controller is fixedly mounted on outside overpass, the first zone of heating
1st, the second zone of heating 2, the 3rd zone of heating 3 are all electrically connected with the controller.
As shown in Figures 2 and 3, first zone of heating 1 of the present embodiment, the second zone of heating 2 and the 3rd zone of heating 3 all include carbon
Fiber line with heating function 4 and bar-mat reinforcement 5, the two ends of carbon fiber heating line 4 are all electrically connected with the controller, carbon fiber heating line 4 and reinforcing bar
Net 5 is fixedly connected, and is equally spaced, and the spacing of carbon fiber heating line 4 is 4cm-20cm, such as 4cm, 7.5cm, 12cm,
16cm, 20cm, the present embodiment is preferably 7.5cm；The carbon fiber of the first zone of heating 1, the second zone of heating 2 and the 3rd zone of heating 3 is sent out
Hot line 4 is all fixedly connected with the longitudinal reinforcement of bar-mat reinforcement 4.
The carbon fiber heating line 4 of the present embodiment be followed successively by from inside to outside carbon fibre precursor, polyimide film, Teflon layer,
Aluminium foil film and stainless steel cloth, carbon fibre precursor adopts polyimide film to wrap up, and the surface of polyimide film is provided with one layer of spy
Fluorine dragon, the surface of Teflon is wrapped with one layer of aluminium foil film, and the surface of aluminium foil film is covered with stainless steel cloth.
The reinforcing bar used by bar-mat reinforcement 5 of the first zone of heating 1, the second zone of heating 2 and the 3rd zone of heating 3 is HRB400 material.
The bar-mat reinforcement 5 of the first zone of heating 1 is spacer bar net, and its horizontal spacing is 5cm-10cm, and longitudinal pitch is 10cm-30cm, and
It is 6～12mm from bar diameter, the present embodiment is preferably 8cm；The bar-mat reinforcement 5 of the second zone of heating 2 is structure reinforcing bars net, and it is straight
Footpath is 12cm-32cm, and the present embodiment is preferably 16cm；The bar-mat reinforcement 5 of the 3rd zone of heating 3 is reinforcement constitution, its a diameter of 8cm-
16cm, the present embodiment is preferably 12cm.
The gutter bottom of the present embodiment is screed 6, and screed 6 is from not less than M7.5 strength cement's mortar, mortar
Layer 6 thickness 3cm-8cm, are equipped with the first zone of heating 1, the first zone of heating 1 is away from screed 6 upper surface 2cm-7cm in screed 6；
Screed 6 lower section is overpass box beam 7, and the second zone of heating 2 is embedded in overpass box beam 7, and is just located at the first zone of heating 1
Lower section, the second zone of heating 2 is apart from overpass box beam 7 upper surface 2cm-8cm；Gutter side wall is concrete kerb layer 8, Acanthopanan trifoliatus (L.) Merr.
Thermosphere 3 is embedded in concrete kerb layer 8, the distance between upper surface of the upper end of the 3rd zone of heating 3 and concrete kerb layer 8
For 3cm-8cm, the bar-mat reinforcement 5 of the 3rd zone of heating 3 is to longitudinal extension in overpass box beam 7, and the bar-mat reinforcement with the second zone of heating 2
5 are fixedly connected.
Controller is connected with extraneous power supply, the carbon fiber heating of the first zone of heating 1, the second zone of heating 2 and the 3rd zone of heating 3
Line 4 two ends connect positive pole and the negative pole of 220V alternating current power supply respectively, and after circuit communication, carbon fiber heating line 4 converts electrical energy into heat
Can, thus heating gutter, the main purpose of the first zone of heating 1 and the second zone of heating 2 is the snow water melting in gutter and prevents
Only ditch moderate snow water freezing, carbon fiber heating line 4 main purpose of the 3rd zone of heating 3 top arrangement is to melt the ice of gutter top surface
Snow, carbon fiber heating line 4 main purpose of the 3rd zone of heating 3 lower disposed is to melt the snow water of gutter side, slight snow, in
Snow, heavy snow, severe snow, freezing weather descend, and open the first zone of heating 1 and the 3rd zone of heating 3 just can meet overpass gutter and melt
Snowization ice, under Very heavy storm extreme weather, needs to open the first zone of heating 1, the second zone of heating 2 and the 3rd zone of heating 3 to expire
The deicing or snow melting functional requirement of sufficient overpass gutter.Before snowfall or front startup electricity in frost to overpass gutter deicing or snow melting there is
Source, preheats in advance.The power-on time needs to be selected according to practical situation, at the beginning and end of the deicing or snow melting of overpass gutter
Quarter can adopt Based Intelligent Control.
Overpass gutter side is anticollision barrier 12, and opposite side is the leveling layer 9 of laying in overpass box beam 7, adjusts
Supercrust 10 is equipped with flat bed 9, supercrust 10 is made up of bituminous concrete, supercrust 10 is tilted from center to both sides, road surface
Layer 10 surface are 0.5 ° -2 ° with the angle of horizontal plane, are easy to water and are flowed in gutter by road center, gutter upper end is preset with
Cover plate 11, cover plate 11 is concrete double-edged fine-toothed comb or spheroidal graphite cast-iron double-edged fine-toothed comb, and cover plate 11 is flushed with overpass road surface.
In describing the invention it is to be understood that term " interior ", " outward ", " on ", D score, " " center ", " width ",
The orientation of instruction such as "front", "rear", " top ", " bottom ", " circumferential " or position relationship are to be closed based on orientation shown in the drawings or position
System, is for only for ease of the description present invention and simplifies description, rather than the device of instruction or hint indication or element must have
Specific orientation, with specific azimuth configuration and operation, be therefore not considered as limiting the invention.
In the present invention, unless otherwise clearly defined and limited, term " installation ", " being connected ", " connection ", " fixation " etc.
Term should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected or integral；Can be that machinery connects
Connect or electrically connect；Can be to be joined directly together it is also possible to be indirectly connected to by intermediary, can be in two elements
The connection in portion or the interaction relationship of two elements, limit unless otherwise clear and definite.For those of ordinary skill in the art
For, above-mentioned term concrete meaning in the present invention can be understood as the case may be.
In the present invention, unless otherwise clearly defined and limited, fisrt feature second feature " on " or D score permissible
It is the first and second feature directly contacts, or the first and second features pass through intermediary mediate contact.And, fisrt feature exists
Second feature " on ", " top " and " above " but fisrt feature are directly over second feature or oblique upper, or be merely representative of
Fisrt feature level height is higher than second feature.Fisrt feature second feature " under ", " lower section " and " below " can be
One feature is immediately below second feature or obliquely downward, or is merely representative of fisrt feature level height and is less than second feature.
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all spirit in the present invention and
Within principle, any modification, equivalent substitution and improvement made etc., should be included within the scope of the present invention.
Claims (9)
1. a kind of overpass gutter heating system it is characterised in that include the first zone of heating (1), the second zone of heating (2), the
Three zones of heating (3) and controller；Described first zone of heating (1) is embedded in the bottom in described gutter, described second zone of heating (2)
Immediately below described first zone of heating (1), described 3rd zone of heating (3) is embedded in the wall of described gutter side, described control
Device is fixedly mounted on outside described overpass, described first zone of heating (1), the second zone of heating (2), the 3rd zone of heating (3) all with
Described controller electrical connection.
2. according to claim 1 a kind of overpass gutter heating system it is characterised in that described first zone of heating (1),
Second zone of heating (2) and the 3rd zone of heating (3) all include carbon fiber heating line (4) and bar-mat reinforcement (5), described carbon fiber heating line
(4) two ends are all electrically connected with described controller, and described carbon fiber heating line (4) is fixing with the longitudinal reinforcement of bar-mat reinforcement (5) even
Connect, and be equally spaced.
3. according to claim 2 a kind of overpass gutter heating system it is characterised in that described carbon fiber heating line
(4) spacing is 4cm-20cm.
4. according to claim 2 a kind of overpass gutter heating system it is characterised in that described carbon fiber heating line
(4) it is followed successively by carbon fibre precursor, polyimide film, Teflon layer, aluminium foil film and stainless steel cloth from inside to outside.
5. according to claim 2 a kind of overpass gutter heating system it is characterised in that described gutter bottom be sand
Pulp layer (6), the thickness of described screed (6) is 3cm-8cm, and described first zone of heating (1) is located in described screed (6), institute
The distance stating the first zone of heating (1) with screed (6) upper surface is 2cm-7cm.
6. according to claim 5 a kind of overpass gutter heating system it is characterised in that below described screed (6)
For overpass box beam, described second zone of heating (2) is embedded in described overpass box beam (7), described second zone of heating (2) and institute
The distance stating overpass box beam (7) upper surface is 2cm-8cm.
7. according to claim 6 a kind of overpass gutter heating system it is characterised in that described gutter side wall is mixed
Solidifying soil kerb layer (8), described 3rd zone of heating (3) is embedded in described concrete kerb layer (8), described 3rd zone of heating (3)
The distance between the upper surface of upper end and described concrete kerb layer (8) be 3cm-8cm, the steel of described 3rd zone of heating (3)
Muscle net (5) is to the interior longitudinal extension of described overpass box beam (7), and fixes even with the bar-mat reinforcement (5) of described second zone of heating (2)
Connect.
8. according to claim 6 a kind of overpass gutter heating system it is characterised in that described overpass box beam (7)
On be equipped with leveling layer (9), described leveling layer (9) is equipped with supercrust (10), described supercrust (10) is from center to both sides
Tilt, described supercrust (10) surface is 0.5 ° -2 ° with the angle of horizontal plane.
9. according to any one of claim 1 to 8 a kind of overpass gutter heating system it is characterised in that described draining
Ditch upper end is preset with cover plate (11), and described cover plate (11) is concrete bamboo comb or spheroidal graphite cast-iron bamboo comb.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611070433.XA CN106400683B (en) | 2016-11-29 | 2016-11-29 | A kind of overpass gutter heating system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611070433.XA CN106400683B (en) | 2016-11-29 | 2016-11-29 | A kind of overpass gutter heating system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106400683A true CN106400683A (en) | 2017-02-15 |
| CN106400683B CN106400683B (en) | 2018-07-03 |
Family
ID=58083292
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611070433.XA Active CN106400683B (en) | 2016-11-29 | 2016-11-29 | A kind of overpass gutter heating system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106400683B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106835896A (en) * | 2017-03-23 | 2017-06-13 | 高志斌 | A kind of asphalt concrete pavement snow-melting system |
| CN108221658A (en) * | 2018-03-07 | 2018-06-29 | 山东交通学院 | A kind of anti-fall ice production apparatus for overpass discharge outlet |
| CN112049951A (en) * | 2020-09-14 | 2020-12-08 | 苏州颂康智能科技有限公司 | Dangerous chemical substance leakage prevention system in bridge drainage ditch body |
| CN112127457A (en) * | 2020-09-29 | 2020-12-25 | 哈尔滨工业大学 | A method for collecting and processing snow and ice on urban roads by an integrated snow storage and melting space system |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JPH0387403A (en) * | 1989-08-31 | 1991-04-12 | Mitsubishi Electric Corp | Snow melting device |
| JP2000064409A (en) * | 1998-08-20 | 2000-02-29 | Hiruko Hokkaido Kk | Road heating melted snow recovering drainage ditch |
| KR100868510B1 (en) * | 2008-04-03 | 2008-11-12 | 주식회사 신화 엠앤씨 | Sink heating device using solar power |
| CN201952729U (en) * | 2010-12-22 | 2011-08-31 | 钱生宏 | Bridge snow melting ice carbon fiber heating system |
| CN205443940U (en) * | 2016-03-30 | 2016-08-10 | 武汉迈克斯热能技术有限公司 | Sticky formula bridge suspension cable melting ice and snow system |
| CN206233096U (en) * | 2016-11-29 | 2017-06-09 | 黑龙江省机场管理集团有限公司 | A kind of overpass gutter heating system |
-
2016
- 2016-11-29 CN CN201611070433.XA patent/CN106400683B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0387403A (en) * | 1989-08-31 | 1991-04-12 | Mitsubishi Electric Corp | Snow melting device |
| JP2000064409A (en) * | 1998-08-20 | 2000-02-29 | Hiruko Hokkaido Kk | Road heating melted snow recovering drainage ditch |
| KR100868510B1 (en) * | 2008-04-03 | 2008-11-12 | 주식회사 신화 엠앤씨 | Sink heating device using solar power |
| CN201952729U (en) * | 2010-12-22 | 2011-08-31 | 钱生宏 | Bridge snow melting ice carbon fiber heating system |
| CN205443940U (en) * | 2016-03-30 | 2016-08-10 | 武汉迈克斯热能技术有限公司 | Sticky formula bridge suspension cable melting ice and snow system |
| CN206233096U (en) * | 2016-11-29 | 2017-06-09 | 黑龙江省机场管理集团有限公司 | A kind of overpass gutter heating system |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106835896A (en) * | 2017-03-23 | 2017-06-13 | 高志斌 | A kind of asphalt concrete pavement snow-melting system |
| CN108221658A (en) * | 2018-03-07 | 2018-06-29 | 山东交通学院 | A kind of anti-fall ice production apparatus for overpass discharge outlet |
| CN108221658B (en) * | 2018-03-07 | 2023-04-25 | 山东交通学院 | Anti-falling ice device for viaduct water outlet |
| CN112049951A (en) * | 2020-09-14 | 2020-12-08 | 苏州颂康智能科技有限公司 | Dangerous chemical substance leakage prevention system in bridge drainage ditch body |
| CN112127457A (en) * | 2020-09-29 | 2020-12-25 | 哈尔滨工业大学 | A method for collecting and processing snow and ice on urban roads by an integrated snow storage and melting space system |
| CN112127457B (en) * | 2020-09-29 | 2021-08-10 | 哈尔滨工业大学 | Method for collecting and processing urban road ice and snow by integrated snow storage and melting space system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106400683B (en) | 2018-07-03 |
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