CN206143310U - CFRP embedding anodal reinforced concrete cathode protection device - Google Patents

CFRP embedding anodal reinforced concrete cathode protection device Download PDF

Info

Publication number
CN206143310U
CN206143310U CN201621074205.5U CN201621074205U CN206143310U CN 206143310 U CN206143310 U CN 206143310U CN 201621074205 U CN201621074205 U CN 201621074205U CN 206143310 U CN206143310 U CN 206143310U
Authority
CN
China
Prior art keywords
cfrp
muscle
anode
concrete
reinforced concrete
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.)
Active
Application number
CN201621074205.5U
Other languages
Chinese (zh)
Inventor
周英武
潘俊
隋莉莉
邢锋
朱继华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shenzhen University
Original Assignee
Shenzhen University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shenzhen University filed Critical Shenzhen University
Priority to CN201621074205.5U priority Critical patent/CN206143310U/en
Application granted granted Critical
Publication of CN206143310U publication Critical patent/CN206143310U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Prevention Of Electric Corrosion (AREA)

Abstract

The utility model discloses a CFRP embedding anodal reinforced concrete cathode protection device, including concrete, complex root reinforcing bar, DC power supply and CFRP positive pole, the CFRP positive pole include the compound principal rod of complex root CFRP, the compound principal rod of CFRP and reinforcing bar bury in the concrete parallelly, the compound principal rod of complex root CFRP links the DC power supply positive pole, the reinforcing bar connect DC power supply's negative pole after parallelly connected. The utility model discloses the construction is simple, the adhesion strength between anode material and the concrete is high, the resistance between the anode and cathode is little, expense when having reduced engineering cost and protection circuit normal use.

Description

A kind of protecting reinforced concrete cathode device of the embedded anodes of CFRP
[technical field]
This utility model is related to protecting reinforced concrete cathode, more particularly to a kind of armored concrete of the embedded anodes of CFRP Cathode protection device.
[background technology]
Armored concrete as a kind of structural material, in being widely used in the buildings such as bridge, house.However, coagulation Soil is a kind of porosity material, at structure during the adverse environment such as Yu Haiyang, salt-soda soil, freeze-thaw cycle, deicer salts, in environment Hazardous medium can penetrate into rebar surface by the hole in concrete, react therewith, cause steel bar corrosion, cause structure Service life be far below projected life.In order to tackle steel bar corrosion problem, the measure of current, conventional steel bar corrosion protection has Coating concrete surface impervious barrier, implement electrochemical cathodic protection, rebar surface using the good concrete of density, to reinforcing bar and add Anticorrosive coat, using improved corrosion reinforcing bar etc..In these measures, electrochemical cathodic protection method can directly suppress the electricity of reinforcing bar itself Chemical corrosion process, it is considered to be one of most efficient method.
According to the difference of cathode current applying mode, electrochemical cathodic protection method can be divided into impressed current method and sacrifice Anode process;Because impressed current method has the adjustable advantage of voltage x current, more favored by insider in Practical Project. Since being applied to reinforced concrete structure from impressed current method, people are devoted to researching and developing anode system, constantly have new Material is developed and applies.Such as, (1) main anode block+conductive covering layer, (2) main anode silk+conducting polymer, (3) main anode silk + sprayed metal layer, (4) main anode silk+conductive coating (5) cable anode, (6) metal-oxide titanium net anode and (7) baried type Anode.Reinforced concrete structure is a kind of extremely complex heterogeneous system, and resistivity is high in concrete, and skewness is also received Environment and the impact in season.This just proposes higher requirement to selected anode system, and several anode systems of the above have The example of reinforced concrete structure is applied to, but has respective limiting, wherein, metal-oxide titanium net anode is to exist now Anode system the most successful, but its material expensive are applied in the reinforced concrete cathodic protection of hilllock, engineering cost is significantly increased, This is for being an obstacle for being difficult to avoid in its application in Practical Project.
A kind of armored concrete of the embedded anodes of employing CFRP of the disclosure of the invention of Application No. CN201310131212.9 Cathode protecting process and device, methods described includes step:Groove is opened up in the protection zone position by given size;In steel The protection zone surface of tendon concrete structure body arranges CFRP sheet materials, and the CFRP sheet materials include the ribbed stiffener being adapted to groove And be fixed on the stiffener of protection zone inner surface;Binding material is applied to into the ribbed stiffener and concrete of the CFRP sheet materials Between side surface that groove is connected and stiffener and concrete, by ribbed stiffener and concrete groove and stiffener and concrete Embedded connection.The device due to be embedded in concrete into stiffening rib structure using CFRP sheet material designs reduce CFRP sheet materials with The distance between reinforcing bar, reduces resistance between the two, so as to be conducive to xoncrete structure in protective current continuous uniform Distribution, can reach more preferable protected effect.
But man-hour requirement secondary operation, construction trouble are applied in the invention;Since it is desired that secondary operations, anode material and coagulation Adhesion strength between soil is difficult to ensure that the concertedness worked between anode material and concrete is bad;Anode material and negative electrode Concrete thickness between material (reinforcing bar) exists, and the resistance between negative electrode and anode is big, big energy-consuming.
[content of the invention]
It is simple, viscous between anode material and concrete that the technical problems to be solved in the utility model is to provide a kind of construction The protecting reinforced concrete cathode device of the embedded anodes of CFRP that knotting strength is high, the resistance between negative electrode and anode is little.
In order to solve above-mentioned technical problem, the technical solution adopted in the utility model is that a kind of CFRP is embedded in the steel of anode Reinforced concrete cathode protection device, including concrete, complex root reinforcing bar, DC source and CFRP anodes, described CFRP anodes Including complex root CFRP composite force muscle, CFRP composite forces muscle is embedded in concrete with parallel reinforced steel bar;Complex root CFRP Composite force muscle parallel connection is followed by DC power anode, and described bar parallel is followed by the negative pole of DC source.
Above-described protecting reinforced concrete cathode device, CFRP composite forces muscle and described spacing of reinforcement arrangement, Each CFRP composite forces muscle is adjacent with two reinforcing bars.
Above-described protecting reinforced concrete cathode device, in same row, every piece CFRP of two steel bar arrangements Composite force muscle, or every piece CFRP composite force muscle of a steel bar arrangement.
Above-described protecting reinforced concrete cathode device, described CFRP anodes include carbon fiber silk screen, carbon fiber The described CFRP composite force muscle of silk screen connection, electrically connects with CFRP composite force muscle.
Above-described protecting reinforced concrete cathode device, described steel bar arrangement is described in the inner side of concrete CFRP anode arrangements are in the outside of concrete.
Above-described protecting reinforced concrete cathode device, described CFRP composite force muscle is by continuous carbon fibre Jing Cross resin matrix dipping, Jing pultrusions, drawing, the fiber-reinforced composite material rib of curing molding.
Protecting reinforced concrete cathode device construction of the present utility model is simple, the bonding between anode material and concrete Intensity is high, the resistance between negative electrode and anode is little, reduces engineering cost and expense when protection circuit is normally used.
[description of the drawings]
This utility model is described in further detail with reference to the accompanying drawings and detailed description.
Fig. 1 is the knot in the protecting reinforced concrete cathode device cross section of the embedded anode of this utility model embodiment 1CFRP Structure schematic diagram.
Fig. 2 is the knot in the protecting reinforced concrete cathode device vertical section of the embedded anode of this utility model embodiment 1CFRP Structure schematic diagram.
Fig. 3 is the structural representation of the protecting reinforced concrete cathode device of the embedded anode of this utility model embodiment 2CFRP Figure.
Fig. 4 is the structural representation of this utility model embodiment 2CFRP anode.
[specific embodiment]
The structure of the protecting reinforced concrete cathode device of the embedded anode of this utility model embodiment CFRP is as shown in Figure 1 to Figure 4 It is shown.
CFRP composite force muscle (carbon fiber reinforced polymer bar) is a kind of by continuous fiber (carbon fiber) through resin matrix impregnate, via pultrusion, drawing, curing molding fiber-reinforced composite material rib.It is light with its Matter is high-strength, corrosion-resistant, resisting fatigue many advantages, such as and become the succedaneum of reinforcing bar in some engineering structures.
Embodiment 1:
The xoncrete structure of the monolayer arrangement of reinforcement of embodiment 1 as depicted in figs. 1 and 2, for monolayer arrangement of reinforcement armored concrete tie Structure, at structure casting concrete (or element precast), interval is equipped with CFRP composite force muscle between the regular reinforcement matched somebody with somebody, Then circuit in parallel is carried out to CFRP composite forces muscle and regular reinforcement respectively, and by CFRP composite forces muscle and DC source Positive pole is connected, and regular reinforcement is connected with DC power cathode, forms cathodic protection circuit;As needed, CFRP composite forces Muscle and every an arrangement (arranging a CFRP composite force muscle every regular reinforcement), it is also possible to every two arrangements (every two Regular reinforcement arranges a CFRP composite force muscle).After energization, electric charge (electronics) is flowed to general by DC power cathode by wire Logical reinforcing bar (cathode electrode), makes regular reinforcement cathodic polarization, suppresses the oxidation reaction of reinforcing bar;In the presence of electric field, electrolyte Ion in (concrete) is moved, and electric current, Cl are formed in the electrolyte-It is negatively charged, to anode in the presence of electric field (CFRP composite force muscle) is mobile, reduces the Cl around negative electrode (regular reinforcement)-Concentration, serves from another point of view protection steel The effect of muscle.In the structure, CFRP composite forces muscle and regular reinforcement cooperatively stress, undertakes the effect of principal rod;Meanwhile, In cathodic protection circuit, CFRP composite force muscle serves as main anode, because CFRP composite force muscle is buried together with regular reinforcement Be placed in inside concrete so that in cathodic protection circuit between negative electrode (regular reinforcement) and anode (CFRP composite force muscle) away from From less, resistance between the two is reduced such that it is able to more uniform protective current is provided, and reduces protection circuit just Expense when often using.
Embodiment 2:
The xoncrete structure of the multilamellar arrangement of reinforcement of embodiment 2 as shown in Figure 3 and Figure 4, for multilamellar arrangement of reinforcement armored concrete tie Structure, during casting concrete (or element precast), is connected xoncrete structure outer layer is pre-buried by continuous carbon fibre silk screen Carbon fiber wire-CFRP composite force muscle the nets that CFRP composite forces muscle is formed, and regular reinforcement layer is arranged in into concrete inner side, According to the change of structure load and environmental condition, carbon fiber-CFRP composite force muscle nets and regular reinforcement layer can be adjusted Quantity and interval.Due to the anode system of this device, continuous carbon fibre silk-CFRP composite force muscle nets, it is with regular reinforcement It is mounted directly before concreting in structure, (continuous carbon fibre-CFRP is compound to be received to reduce negative electrode in cathodic protection circuit The distance between power muscle net) and anode (regular reinforcement layer), while main anode (CFRP composite force muscle) and impressed current anode are (continuous Carbon fiber wire) formed conductive layer more uniform protective current can be provided;Simultaneously as the effect of electric field, Cl-By negative electrode The negative electrode (regular reinforcement) of protection circuit to anode (continuous carbon fibre silk-CFRP composite force muscle nets) is mobile, around anode Enrichment, so as to inhibit Cl-To the infiltration on the regular reinforcement surface in concrete.As the anode system of cathodic protection circuit, CFRP composite forces muscle and continuous carbon fibre silk have good durability, meanwhile, by rationally arrange continuous carbon fibre silk- CFRP composite force muscle nets and regular reinforcement, according to structure behaviour in service and environmental condition, adjust current intensity, cathodic protection electricity Road can effectively protect the regular reinforcement in concrete, therefore, can effectively extend reinforced concrete structure using this device Service life.
Compared with prior art, beneficial effects of the present invention are embodied in:
Easy construction:Compared with conventional anode system, carbon fiber wire-CFRP composite forces muscle net anode proposed by the present invention System has fairly obvious advantage in engineering construction.Especially the negative electrode in newly-built reinforced concrete structure is applied to is protected During shield, the newly-built reinforced concrete structure being such as used in erosion environment can be mounted directly (pre-buried) before casting concrete In structure, without the need for secondary operation, easy construction greatly reduces construction volume.
Improve the utilization rate of material:CFRP composite forces muscle not only has excellent mechanical property, and absolutely mostly Its stability can be kept in number solution, is considered in reinforced concrete structure preferable principal rod succedaneum.CFRP is combined Principal rod is applied in reinforced concrete structure, can not only play a part of principal rod, while potentially acting as in impressed current method Anode system, substantially increase the utilization rate of material.
With obvious economic benefit:Due to the principal rod that the CFRP composite forces muscle as anode system also takes on simultaneously Effect, so as to reduce the usage amount of regular reinforcement;Due to the anode system of this device be before structure casting concrete it is pre- It is embedded in concrete, reduces the thickness of concrete layer between negative electrode and anode, so as to reduces the electricity between negative electrode and anode Resistance, therefore expend in use less.
In sum, above example of the present invention proposes that one kind serves as armored concrete knot using CFRP composite force muscle materials The built-in type cathode protecting process and device of the anode system of structure impressed current cathodic protection method, using CFRP composite forces muscle as Main anode, while connecting carbon fiber wire-CFRP composite force muscle made by each CFRP composite forces muscle with continuous carbon fibre silk screen The anode system that net is formed.This anode system in armored concrete to serve as the CFRP composite force muscle of principal rod as master Anode and without the need for separately setting other anodes, reduce engineering cost:Because CFRP composite forces muscle is located in armored concrete, with steel Muscle it is in small distance, reduce the resistance between negative electrode and anode;Can carry as the continuous carbon fibre silk screen of impressed current anode simultaneously For uniform electric field, more preferable protected effect can be reached;If this anode system for erosion environment in newly-built reinforcing bar mix Xtah Crude Clay structure, can be mounted directly in structure, without the need for secondary operation, easy construction before casting concrete.

Claims (6)

1. a kind of CFRP is embedded in the protecting reinforced concrete cathode device of anode, including concrete, complex root reinforcing bar, DC source With CFRP anodes, it is characterised in that described CFRP anodes include complex root CFRP composite force muscle, CFRP composite forces muscle with It is embedded in concrete parallel reinforced steel bar;Complex root CFRP composite force muscle parallel connections are followed by DC power anode, described reinforcing bar Parallel connection is followed by the negative pole of DC source.
2. protecting reinforced concrete cathode device according to claim 1, it is characterised in that CFRP composite forces muscle and institute The spacing of reinforcement arrangement stated, each CFRP composite forces muscle is adjacent with two reinforcing bars.
3. protecting reinforced concrete cathode device according to claim 2, it is characterised in that in same row, every two Piece CFRP composite force muscle of root steel bar arrangement, or every piece CFRP composite force muscle of a steel bar arrangement.
4. protecting reinforced concrete cathode device according to claim 1, it is characterised in that described CFRP anodes include Carbon fiber silk screen, the described CFRP composite force muscle of carbon fiber silk screen connection, electrically connects with CFRP composite force muscle.
5. protecting reinforced concrete cathode device according to claim 4, it is characterised in that described steel bar arrangement is mixed The inner side of soil is coagulated, described CFRP anode arrangements are in the outside of concrete.
6. protecting reinforced concrete cathode device according to claim 1, it is characterised in that described CFRP composite forces Muscle is to impregnate continuous carbon fibre through resin, Jing pultrusions, drawing, the fiber-reinforced composite material rib of curing molding.
CN201621074205.5U 2016-09-22 2016-09-22 CFRP embedding anodal reinforced concrete cathode protection device Active CN206143310U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621074205.5U CN206143310U (en) 2016-09-22 2016-09-22 CFRP embedding anodal reinforced concrete cathode protection device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621074205.5U CN206143310U (en) 2016-09-22 2016-09-22 CFRP embedding anodal reinforced concrete cathode protection device

Publications (1)

Publication Number Publication Date
CN206143310U true CN206143310U (en) 2017-05-03

Family

ID=58619954

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621074205.5U Active CN206143310U (en) 2016-09-22 2016-09-22 CFRP embedding anodal reinforced concrete cathode protection device

Country Status (1)

Country Link
CN (1) CN206143310U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106283072A (en) * 2016-09-22 2017-01-04 深圳大学 A kind of CFRP embeds the protecting reinforced concrete cathode method and apparatus of anode

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106283072A (en) * 2016-09-22 2017-01-04 深圳大学 A kind of CFRP embeds the protecting reinforced concrete cathode method and apparatus of anode

Similar Documents

Publication Publication Date Title
CN106836622B (en) Multifunctional disassembly-free template made of fiber composite material and preparation method of multifunctional disassembly-free template
CN104831288B (en) With reference to cathodic protection and the armored concrete guard method of structural strengthening and system
US20110062293A1 (en) Cable support system
CN106283072B (en) A kind of protecting reinforced concrete cathode method and apparatus of CFRP insertions anode
CN102797296B (en) CP anode function and stress self-induction integral intelligent composite material
CN206143310U (en) CFRP embedding anodal reinforced concrete cathode protection device
CN104046998B (en) Oriented reinforced concrete chloride ion absorption device convenient to install and change and method
CN106703280A (en) Fiber composite rubber plate and preparation method thereof
JP4819558B2 (en) Method of cathodic protection for reinforced concrete structure and cathodic protection structure
CN103205755B (en) CFRP is adopted to embed protecting reinforced concrete cathode method and the device of anode
CN206143311U (en) CFRP anodal reinforced concrete cathode protection device
CN110016674A (en) A kind of CFRP stirrup is the cathode protection device and method of the armored concrete of anode
CN106285036A (en) Pre-stress fibre strengthens Composite patch reinforcement corrosion concrete structure and reinforcement means
CN103205758A (en) Strengthening method and device for cathode protection on reinforced concrete structure
CN206143309U (en) CFRP anodal reinforced concrete cathode protection device
CN106283071B (en) A kind of protecting reinforced concrete cathode method and apparatus of CFRP anodes
CN106400030B (en) A kind of protecting reinforced concrete cathode device and method of CFRP anodes
CN103205757B (en) Adopt skeleton construction cathode protecting process and the device of CFRP anode
CN104498963B (en) Maritime concrete flush type high activity sacrificial anode
CN110409712A (en) Prestressing force answers material-ultra-high performance concrete combination beam
CN215330930U (en) FRP pipe and steel bar combined ICCP-SS seawater sea sand concrete composite beam
CN215330419U (en) Active and passive dual-protection seawater sea sand reinforced concrete member and ICCP system
CN209836315U (en) Cathode protection device of reinforced concrete with CFRP stirrup as anode
CN203256332U (en) Control-free reinforced concrete structure cathode protection device
CN106011871A (en) Method for protecting concrete structure cathode, and apparatus thereof

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant