CN205975356U - Cement concrete decking anti -corrosion structure - Google Patents
Cement concrete decking anti -corrosion structure Download PDFInfo
- Publication number
- CN205975356U CN205975356U CN201620631169.1U CN201620631169U CN205975356U CN 205975356 U CN205975356 U CN 205975356U CN 201620631169 U CN201620631169 U CN 201620631169U CN 205975356 U CN205975356 U CN 205975356U
- Authority
- CN
- China
- Prior art keywords
- bridge
- cement concrete
- bar
- reinforcing bar
- mat reinforcement
- 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
Links
Abstract
The utility model relates to a public road bridge girder construction safety engineering field relates to a cement concrete decking anti -corrosion structure, include DC power supply, auxiliary anode, can lead the electrical drainage water pipe and contain the bridge structures that the reinforcing bar was netted, can lead the setting of electrical drainage water pipe in the bridge structures who contains the reinforcing bar net, the end that can lead the electrical drainage water pipe is provided with auxiliary anode, DC power supply respectively with auxiliary anode and bridge structures in reinforcing bar net link to each other. The utility model provides a cement concrete decking anti -corrosion structure has adopted electrically conductive cement concrete to pour bridge floor leveling layer, according to the cathodic protection principle, protects the reinforcing bar of bridge structures within range through sacrifice ending positive pole on the drain pipe, and this structure is simple and clear, and material design is simple, and it is convenient to implement, can be timely prevent that rainwater and snow melt salt etc. From to the corruption of the reinforcing bar of bridge structures within range, increasing bridge body structural durability, improve economic nature, the feature of environmental protection.
Description
Technical field
This utility model is related to highway bridge structure safety engineering field, is related to a kind of floorings anti-corrosion structure, especially
It is related to a kind of cement concrete bridge deck plate anti-corrosion structure.
Background technology
Developing rapidly with national economy, China's infrastructure construction gradually strides forward to high-tech, bridge bridges and culverts tunnel
Etc. of common occurrence, largely meet the demand of China's economic strategy.Different types of rridges have that region span is big, be not subject to landform
The remarkable advantage such as limit, be to solve the effective way that transportation pressure cross a river gets over small stream, but the going out for transportation of science of bridge building
Row also creates some new problems while bringing convenience.It is deteriorated with atmospheric pollution, air quality, and construction additive
Chemical characteristic, metal erosion damages the serious military service safety that threaten road infrastructure along the line.And science of bridge building is as friendship
The key project of logical transport infrastructure, the service life to science of bridge building for the reinforcement corrosion at internal reinforcing bar and important node
Will result in important impact.Omnibus survey shows, Reinforced Concrete Bridge exits military service due to due to various and in advance,
It is mostly due to durability deficiency and lead to, the particularly more serious area of atmospheric pollution, most importantly in concrete-bridge
The reinforcement corrosion in portion leads to structure early damage, and this has become as global serious problems.
Existing highway bridge safety engineering is mainly around safety research such as bridge structure antidetonation, wind resistances, and rare concrete is rotten
The research of erosion focuses primarily upon air-free concrete and steel bar anti-corrosion material.Density concrete can ensure reinforcing bar and the less face of air
Long-pending contact, and the contractility of density concrete is obvious, in initial stage and the later stage of intensity formation, easily produces cracking,
Reinforcing bar at crack is under the erosion such as rainwater it is easy to destroy.Another way is to smear rush-resisting material on reinforcing bar, first
First rush-resisting material causes reinforcing bar and the bonding of cement to decline, and causes the reduction bonding ability to reinforcing bar for the cement；Meanwhile, antirust material
Material, in concrete construction, locally can produce destruction, and antiseptic power declines.Therefore, it is directed to bridge reinforcement and applies corrosion and ask
Topic, if a kind of anti-corrosion measure of environmental protection and quick way can be proposed, will be to construction permanent seal cooling, environmentally friendly science of bridge building
Have great importance.
Utility model content
For solving above-mentioned prior art problem, this utility model provides a kind of cement concrete bridge deck plate anticorrosion knot
Structure, employs electroconductive cement concreting bridge floor leveling layer, according to principle of cathodic protection, by sacrificing the anode on drain pipe
To protect the reinforcing bar in the range of bridge structure, this structure is simple and clear, design of material is simple, easy to implement, can timely prevent rain
The corrosion to the reinforcing bar in the range of bridge structure such as water and snow melt salt, increases bridge main body structure durability, improves economy, ring
Guarantor property.
For achieving the above object, this utility model adopts the following technical scheme that：
A kind of cement concrete bridge deck plate anti-corrosion structure it is characterised in that：Described cement concrete bridge deck plate anticorrosion
Structure include DC source, impressed current anode, can conductive drain pipe and the bridge structure containing bar-mat reinforcement；Described can conductive draining
Pipe is arranged in the bridge structure containing bar-mat reinforcement；Described the end of conductive drain pipe can be provided with impressed current anode；Described direct current
Power supply is connected with the bar-mat reinforcement in impressed current anode and bridge structure respectively.
Preferably, the anode of DC source that this utility model is adopted is connected with impressed current anode；Described DC source
Negative electrode be connected with the bar-mat reinforcement in bridge structure.
Preferably, the DC source that this utility model is adopted passes through wire and impressed current anode and bridge structure respectively
In bar-mat reinforcement be connected.
Preferably, the bridge structure containing bar-mat reinforcement that this utility model is adopted includes bridge floor upper layer, under bridge floor
Surface layer, leveling layer and floorings；Described bridge floor upper layer, bridge floor cutting optimal and leveling layer are laid on bridge from top to bottom successively
On panel；Described bar-mat reinforcement is arranged between leveling layer and floorings；Set on described bridge floor upper layer and bridge floor cutting optimal
Be equipped with can the discharge outlet that connects of conductive drain pipe.
Preferably, the leveling layer that this utility model is adopted is to be formed by electroconductive cement concreting.
Compared with prior art, its advantage and advantage are this utility model：
This utility model provides a kind of cement concrete bridge deck plate anti-corrosion structure, including DC source, impressed current anode,
Can conductive drain pipe and the bridge structure containing bar-mat reinforcement；The bridge structure containing bar-mat reinforcement can be arranged on by conductive drain pipe
In；The end of conductive drain pipe can be provided with impressed current anode；DC source respectively with impressed current anode and bridge structure in steel
Muscle net is connected.This utility model adopts electroconductive cement concrete according to principle of cathodic protection, leveling, by impressed current anode and protection steel
Muscle net is continuous.Reach the purpose of protection negative electrode guardrail by sacrificing the impressed current anode being connected with drain pipe, can effectively reduce certainly
So corrosion to bridge inside reinforcing bar such as rainfall, snow melt salt, this structure design is simple, easy construction, with low cost, highway engineering
The construction of environmental protection project has direct directive significance；Meanwhile, this utility model change impressed current anode when, engineering
Amount is little, easy to operate；Corrosive rainwater is neutralized in the range of road surface, reduces the pollution to surrounding and subsoil water；Lead
Electric cement concrete can play the effect of bridge floor heating, under ice climate, can play the effect of deicing or snow melting.
Brief description
Fig. 1 is the structural representation of cement concrete bridge deck plate anti-corrosion structure provided by the utility model；
Fig. 2 is the road surface arrangement schematic diagram when using for this utility model；
Wherein：
1- bridge floor upper layer；2- bridge floor cutting optimal；3- leveling layer；4- floorings；5- bar-mat reinforcement；6- drain pipe；7- assists
Anode；8- DC source；9- wire.
Specific embodiment
Below in conjunction with the accompanying drawings this utility model is specifically described.
Referring to Fig. 1 and Fig. 2, this utility model provides a kind of cement concrete bridge deck plate anti-corrosion structure, and cement mixes
Solidifying soil floorings anti-corrosion structure include DC source 8, impressed current anode 7, can conductive drain pipe 6 and the bridge containing bar-mat reinforcement 5
Girder construction；Can conductive drain pipe 6 be arranged in the bridge structure containing bar-mat reinforcement 5；Can conductive drain pipe 6 end be provided with auxiliary
Supporing yang pole 7；DC source 8 is connected with the bar-mat reinforcement 5 in impressed current anode 7 and bridge structure respectively.
The anode of DC source 8 is connected with impressed current anode 7；Bar-mat reinforcement 5 phase in the negative electrode of DC source 8 and bridge structure
Even.
DC source 8 is connected with the bar-mat reinforcement 5 in impressed current anode 7 and bridge structure by wire 9 respectively.
Bridge structure containing bar-mat reinforcement 5 includes bridge floor upper layer 1, bridge floor cutting optimal 2, leveling layer 3 and floorings 4；
Bridge floor upper layer 1, bridge floor cutting optimal 2 and leveling layer 3 are laid on floorings 4 from top to bottom successively；Bar-mat reinforcement 5 is arranged on tune
Between flat bed 3 and floorings 4；It is provided with bridge floor upper layer 1 and bridge floor cutting optimal 2 and can conductive drain pipe 6 connect
Discharge outlet.
Leveling layer 3 is to be formed by electroconductive cement concreting.
Know-why of the present utility model is：
Natural precipitation and snow melt salt have partially salinated thing after dispensing to penetrate into bridge floor by the space of deck paving hardened
Inside structure, floorings load-carrying members will be caused with the impact of durability.According to sacrificed anticathode, principle of cathodic protection, in bridge
Setting protection anode outside structure, and be connected with DC current, when natural precipitation and snow melt salt corrosion, anode is carried out
Corrosion, thus protect the reinforcing bar within bridge structure.Drain pipe, and the afterbody peace in bridge drain pipe are prepared using conductive material
Put impressed current anode, by electroconductive cement concrete by impressed current anode and bar connecting, form complete sacrificed anticathode, a negative electrode
Protection construction.By changing the impressed current anode of corrosion within the fixing cycle in time, reach the reinforcing bar within protection bridge structure
Purpose.
Claims (5)
1. a kind of cement concrete bridge deck plate anti-corrosion structure it is characterised in that：Described cement concrete bridge deck plate anticorrosion knot
Structure includes DC source（8）, impressed current anode（7）, can conductive drain pipe（6）And contain bar-mat reinforcement（5）Bridge structure；Described
Can conductive drain pipe（6）It is arranged on containing bar-mat reinforcement（5）Bridge structure in；Described can conductive drain pipe（6）End setting
There is impressed current anode（7）；Described DC source（8）Respectively with impressed current anode（7）And the bar-mat reinforcement in bridge structure（5）It is connected.
2. cement concrete bridge deck plate anti-corrosion structure according to claim 1 it is characterised in that：Described DC source
（8）Anode and impressed current anode（7）It is connected；Described DC source（8）Negative electrode and bridge structure in bar-mat reinforcement（5）It is connected.
3. cement concrete bridge deck plate anti-corrosion structure according to claim 2 it is characterised in that：Described DC source
（8）Pass through wire respectively（9）With impressed current anode（7）And the bar-mat reinforcement in bridge structure（5）It is connected.
4. the cement concrete bridge deck plate anti-corrosion structure according to claim 1 or 2 or 3 it is characterised in that：Described containing
Bar-mat reinforcement（5）Bridge structure include bridge floor upper layer（1）, bridge floor cutting optimal（2）, leveling layer（3）And floorings（4）；Institute
State bridge floor upper layer（1）, bridge floor cutting optimal（2）And leveling layer（3）It is laid on floorings from top to bottom successively（4）On；Described
Bar-mat reinforcement（5）It is arranged on leveling layer（3）And floorings（4）Between；Described bridge floor upper layer（1）And bridge floor cutting optimal（2）
On be provided with can conductive drain pipe（6）The discharge outlet connecting.
5. cement concrete bridge deck plate anti-corrosion structure according to claim 4 it is characterised in that：Described leveling layer（3）
It is to be formed by electroconductive cement concreting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620631169.1U CN205975356U (en) | 2016-06-23 | 2016-06-23 | Cement concrete decking anti -corrosion structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620631169.1U CN205975356U (en) | 2016-06-23 | 2016-06-23 | Cement concrete decking anti -corrosion structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205975356U true CN205975356U (en) | 2017-02-22 |
Family
ID=58020996
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620631169.1U Expired - Fee Related CN205975356U (en) | 2016-06-23 | 2016-06-23 | Cement concrete decking anti -corrosion structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205975356U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322700A (en) * | 2018-07-30 | 2019-02-12 | 中煤科工集团西安研究院有限公司 | Electrotransport devices for preventing mine concrete pit shaft from being destroyed by ion erosion |
-
2016
- 2016-06-23 CN CN201620631169.1U patent/CN205975356U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322700A (en) * | 2018-07-30 | 2019-02-12 | 中煤科工集团西安研究院有限公司 | Electrotransport devices for preventing mine concrete pit shaft from being destroyed by ion erosion |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106702850B (en) | Prevent antifreeze road icy on road and its construction method | |
| CN201351254Y (en) | Combined type pavement structure base on breakage cement concrete | |
| CN203440752U (en) | Steel bridge deck pavement structure | |
| CN101353239A (en) | Conductive concrete, preparing method, heating system and method for melting ice and snow | |
| CN204608547U (en) | A kind of Permafrost Area is for spreading the ventilation curb of flexible pavement heat | |
| CN205975356U (en) | Cement concrete decking anti -corrosion structure | |
| CN105568779A (en) | Railroad bed waterproof structure and pavement method thereof | |
| CN210712589U (en) | Road and bridge crack reinforced structure | |
| CN205775829U (en) | A kind of Large-span Steel Box Beam rigidity cooperative type composite deck pave-load layer structure | |
| CN204162967U (en) | A kind of continuous reinforced concrete pavement | |
| CN204589746U (en) | A kind of composite road surface structure being applicable to saturated dredger soft soil area Heavy Traffic condition | |
| CN203866705U (en) | Bridge floor structure with ice melting function layer | |
| CN207032147U (en) | Arch form counterfort vertivcal quay structure | |
| CN106400649B (en) | A kind of permeable silting blocking pavement structure | |
| CN205975597U (en) | Regional transmission tower improved generation bored concrete pile basis is used for corroding | |
| CN205347979U (en) | Novel concrete bridge face is mated formation | |
| RU84857U1 (en) | HIGHWAY | |
| CN108558269A (en) | A kind of note formula conductive asphalt concrete, deck installation structure and method for paving | |
| CN206941328U (en) | Prevent the bridge paving structure that pave-load layer ftractures at Steel Continuous Box beam bridge central bearing point | |
| CN113265925A (en) | Construction access road structure on mudflat zone and construction method | |
| US11408133B2 (en) | Pavement deicing or snow-melting system and construction method thereof | |
| CN202492799U (en) | Waterproof and drainage structure for bridge pavement layer | |
| CN101824786A (en) | Self-melting ice road paving structure | |
| CN205188816U (en) | Durable cement bridge floor | |
| CN219840075U (en) | Be applied to salty soil roadbed slope reinforcing stock |
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: 20170222 Termination date: 20190623 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |