CN201952729U - Bridge snow melting ice carbon fiber heating system - Google Patents
Bridge snow melting ice carbon fiber heating system Download PDFInfo
- Publication number
- CN201952729U CN201952729U CN2010206732369U CN201020673236U CN201952729U CN 201952729 U CN201952729 U CN 201952729U CN 2010206732369 U CN2010206732369 U CN 2010206732369U CN 201020673236 U CN201020673236 U CN 201020673236U CN 201952729 U CN201952729 U CN 201952729U
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- Prior art keywords
- bridge
- carbon fiber
- cement layer
- carbon fibers
- bridge floor
- 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.)
- Expired - Fee Related
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- Road Paving Structures (AREA)
Abstract
The utility model discloses a bridge snow melting ice carbon fiber heating system relating to the technical field of bridge structures, which comprises a bridge panel. The upper surface of the bridge panel is equipped with a foaming cement layer and the upper surface of the foaming cement layer is equipped with a bridge floor pavement layer. Carbon fibers are arranged between the foaming cement layer and the bridge floor pavement layer. The two ends of the carbon fibers are connected with a power supply. During the raining or snowing in winter, the temperature information is detected by a bridge floor temperature measurement system and the working power supply of the carbon fibers is started automatically or manually to heat the carbon fibers. Under the heat insulation effect of the foaming cement layer, most of the heat is radiated to the bridge floor by the carbon fibers, so that the temperature of the bridge floor is kept to be above the freezing point. Therefore, the ice and snow melts into water so as to keep the traffic smooth.
Description
Technical field
The utility model relates to the bridge construction technical field.
Background technology
In the winter of cold, when bridge floor freezes because of sleet, will seriously influence to traffic safety and unimpeded bringing, upset people's order of living normally, bring massive losses through national economy.At present extensively the deicing method of usefulness has: manually remove method, mechanical removal method, chemical snow melt method etc., that these methods all exist is time-consuming, effort or not environmental protection even can corrode shortcoming such as injury bridge.
Summary of the invention
The utility model purpose be to design a kind of can be anti-icing or the bridge deicing or snow melting carbon fiber heating system of ice-melt snow.
The utility model comprises bridge deck, upper surface at bridge deck is provided with foam cement layer (claiming the foam concrete layer again), upper surface at the foam cement layer is provided with bridge deck pavement (for example cement layer or bitumen layer), between foam cement layer and bridge deck pavement carbon fiber is set.
The two ends of carbon fiber are connected power supply, when have sleet winter, the temperature information that detects by the bridge deck temperature temp measuring system, manually start or start the carbon fiber working power automatically, make the carbon fiber heating that heats up, under the heat-blocking action of foam cement layer, carbon fiber is dispersed main heat to bridge floor, the temperature of bridge floor is remained on more than the apparent freezing point, make ice dissolution Cheng Shui, therefore kept having a good transport and communication network.
In order to prevent crushing carbon fiber when laying bridge deck pavement, the utility model is also offered groove at described foam cement layer upper surface, and described carbon fiber is arranged in the groove.
Description of drawings
Fig. 1 is a kind of structural representation of the present utility model.
The specific embodiment
As shown in Figure 1, the utility model comprises: bridge deck 1, at the upper surface of bridge deck 1 foam cement layer 2 is set, and foam cement layer 2 upper surface are offered groove 2-1, carbon fiber 3 is set in groove 2-1, the layer 4 of mating formation of bridge floor is set at the upper surface of foam cement layer 2.
Claims (2)
1. bridge deicing or snow melting carbon fiber heating system comprises bridge deck, it is characterized in that at the upper surface of bridge deck the foam cement layer being set, and at the upper surface of foam cement layer bridge deck pavement is set, and between foam cement layer and bridge deck pavement carbon fiber is set.
2. according to the described bridge deicing or snow melting of claim 1 carbon fiber heating system, it is characterized in that offering groove at described foam cement layer upper surface, described carbon fiber is arranged in the groove.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010206732369U CN201952729U (en) | 2010-12-22 | 2010-12-22 | Bridge snow melting ice carbon fiber heating system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010206732369U CN201952729U (en) | 2010-12-22 | 2010-12-22 | Bridge snow melting ice carbon fiber heating system |
Publications (1)
Publication Number | Publication Date |
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CN201952729U true CN201952729U (en) | 2011-08-31 |
Family
ID=44496849
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2010206732369U Expired - Fee Related CN201952729U (en) | 2010-12-22 | 2010-12-22 | Bridge snow melting ice carbon fiber heating system |
Country Status (1)
Country | Link |
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CN (1) | CN201952729U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103821067A (en) * | 2014-03-05 | 2014-05-28 | 合肥工业大学 | Composite functional layer for melting snow and ice on bridge floor and construction method of composite functional layer |
CN106400683A (en) * | 2016-11-29 | 2017-02-15 | 黑龙江省机场管理集团有限公司 | Viaduct drainage ditch heating system |
-
2010
- 2010-12-22 CN CN2010206732369U patent/CN201952729U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103821067A (en) * | 2014-03-05 | 2014-05-28 | 合肥工业大学 | Composite functional layer for melting snow and ice on bridge floor and construction method of composite functional layer |
CN103821067B (en) * | 2014-03-05 | 2015-11-04 | 合肥工业大学 | A kind of complex functional layer and construction method being applied to ice-melt snowbridge face |
CN105297625A (en) * | 2014-03-05 | 2016-02-03 | 安徽建筑大学 | Construction method of composite function layer applied to bridge deck with ice and snow melting function |
CN106400683A (en) * | 2016-11-29 | 2017-02-15 | 黑龙江省机场管理集团有限公司 | Viaduct drainage ditch heating system |
CN106400683B (en) * | 2016-11-29 | 2018-07-03 | 黑龙江省机场管理集团有限公司 | A kind of overpass gutter heating system |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110831 Termination date: 20141222 |
|
EXPY | Termination of patent right or utility model |