CN201077862Y - Reinforced concrete sacrificial anode protection device - Google Patents
Reinforced concrete sacrificial anode protection device Download PDFInfo
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- CN201077862Y CN201077862Y CNU2007200270190U CN200720027019U CN201077862Y CN 201077862 Y CN201077862 Y CN 201077862Y CN U2007200270190 U CNU2007200270190 U CN U2007200270190U CN 200720027019 U CN200720027019 U CN 200720027019U CN 201077862 Y CN201077862 Y CN 201077862Y
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Abstract
The utility model relates to a sacrificial anode protective device, in particular to a sacrificial anode used in the reinforced concrete in the tide range and splash zone, belonging to the technical field of metal anti-corrosion of reinforced concrete structure in marine environment, which mainly comprises a terminal box, an expanded anode, an electrical connecting conductor, a sheath made of composite material, a non-metal fastener, a sheath joint trough, an underwater sacrificial anode, a reinforced concrete pier, a plurality of steel bars and securing members, an expanded anode connecting piece, conducting cement and mortar filler, a conducting connecting piece, and an underground securing member. The utility model is characterized in that: the steel bars in the concrete and the conducting connecting piece are fixedly connected with one end of the sacrificial anode, the conducting cement and mortar filler fixes the expanded anode on the surface of the area to be protected, and the underwater sacrificial anode is fixed by a steel strip or a bar of angle steel and is eclectically connected with the steel bars in the concrete. By protecting the reinforced concrete in the tide range and splash zone via the sacrificial anode, the utility model has the advantages of maintenance-free performance, convenient mounting, facility for later replacement and protection, and no adverse influence on the servicing or operation of the reinforce concrete structure.
Description
Technical field:
The utility model relates to the sacrificial anode protection device in the reinforced concrete constructional work anticorrosive metal technical field in the ocean environment, and particularly a kind of tidal range and wave spatter district's steel reinforced concrete sacrificial anode protector.
Background technology:
As everyone knows, Steel Concrete is not only the maximum material of construction of consumption, and is maximum artificial material in the present age.In skeleton construction, reinforcing bar is main stressed material.Generally speaking, reinforcing bar is passive state in concrete high alkalinity environment, do not corroded, but along with concrete deterioration or environmental attack, reinforcing bar can produce corrosion, and then influence structure bearing capacity, when serious even cause structure deteriorate, we can say that the corrosion of Steel Concrete has become a worldwide problem.Under ocean environment, the corrosion failure of skeleton construction quite rapidly so that after using 2～10 years, have in order to keep its military service performance, the maintenance cost that is spent substantially exceeds the cost of structure itself.The protection against corrosion of Steel Concrete has several different methods, and galvanic protection is at present unique method that can suppress chlorion erosion reinforcing bar for a long time and effectively.Therefore, the cathode protection technology of research ocean environment Steel Concrete has very big social effect and economic benefit.
Impressed current protection (ICCP) system is adopted in the galvanic protection of Steel Concrete usually, mainly is because it can regulate the size of outward current, also can reach the anti-corrosion protection of reinforcing bar in the concrete of higher electric resistivity.Can be owing to system complex, through regular meeting maintenance and management taking place is not good at and causes whole system to lose efficacy.Sacrificial protection (SACP) outward current is limited, is not used in the concrete protection of higher electric resistivity usually.Under the ocean environment, reinforced concrete structure erosion destroys that the most general and the most serious position is that tidal range and wave spatter the district, and this regional concrete is moist the conduction, and concrete resistivity is not high, satisfies the requirement of sacrificial anode working environment fully.
For the reinforced concrete constructional work that is dipped in entirely in the water sweetening of the soil, the principle of its galvanic protection is identical with the principle of conventional galvanic protection, can be routinely under water with soil in the cathodic Protection Design standard design.And be positioned at the reinforced concrete constructional work that district and marine atmosphere band are spattered in tidal range district, wave; its cathodic Protection Design then has more different with ordinary method; because the dielectric medium of its transmission protective current is a concrete; say it is the interior solution of inside concrete pore definitely; its electroconductibility is lower, and cathodic Protection Design commonly used is not enough to overcome the resistance of concrete medium; so necessary with special cathodic protection system and design, just can reach the purpose of galvanic protection.Chinese patent CN2813639N has announced a kind of reinforced concrete constructional work sacrificial anode protection device.It is characterized in that sacrificial anode being fixed on the tidal range of these structures and wave spatters surface, position, district, require the minimum line of constructing after this mortar pouring is solidified, submergence or contact at least at the low tide bit line with mortar.But the position of low tide bit line is difficult to determine in the ocean environment, and its influence factor is very complicated.Usually, in engineering, often can only obtain mean low-water according to log files such as meteorology, the hydrology.And in fact, even areal, under Various Seasonal and different geographical conditions, the low tide bit line differs greatly.Therefore, can not effectively determine the protection area and the construction area of Steel Concrete.In addition, in order to strengthen the water absorbing properties of this device, in mortar, add super absorbent resin sometimes.Yet, these additives, price is not cheap, is unfavorable for that big area is used on the large-sized reinforced concrete structures, thereby has limited above-mentioned The Application of Technology.
Summary of the invention:
The purpose of this utility model provides a kind of ocean environment mesotidal range and unrestrained device that spatters district's protecting reinforced concrete cathode of being used for; making full use of ocean environment mesotidal range and the unrestrained concrete that spatters the district is moist conduction; the envrionment conditions that possesses sacrificial anode work requires this characteristics; and the performance sacrificial protection has the advantage that simple, Maintenance free is installed and a kind of device that designs, and can adopt sacrificial anode that the skeleton construction that tidal range and wave spatter the district is carried out effective anti-corrosion protection.
The purpose of this utility model and function are to be finished by following technical scheme.The sacrificial anode protection device agent structure of designed skeleton construction comprises: wiring is closed, expanded anode, electrical connecting wire, matrix material sheath, nonmetal fastening piece, sheath connective slot, sacrificial anode, reinforced concrete bridge pier, reinforcing bar, mounting block, expanded anode web member, electroconductive cement filled with mortar material, conducting connecting part and mounting block under water under water.The end that reinforcing bar in the concrete and conducting connecting part are fixedly connected on sacrificial anode, wherein sacrificial anode comprises the expanded anode in the sacrificial anode and concrete under water; Electroconductive cement filled with mortar material is fixed on the surface, protected area with expanded anode, and sacrificial anode adopts steel band or angle steel to fix under water, and with concrete in reinforcing bar obtain and be electrically connected; Or be fixed on the concrete underwater sites with the steel web member, adopt the steel web member to obtain equally and be electrically connected with protected reinforcing bar.
Described sacrificial anode under water adopts sacrificial aluminium alloy anode, sacrificial zinc alloy anode or pure zinc, and its standard meets the common sacrificial anode regulation of briny environment; And the expanded anode in the mortar then adopts pure zinc or sacrificial zinc alloy anode, and anode adopts big and flat shape, and that type has is netted, sheet, band shape; Select one or more combination, when being not more than 110 milliamperes of current works with every square metre in its alkaline sand-cement slurry, its current potential is stable, and is defeated by-1.0V (with respect to the copper sulfate reference electrode).
Described two kinds of sacrificial anodes are in the provide protection difference of different tidal level.Mean low-water is above to the unrestrained skeleton construction that spatters the position, district, is mainly protected by expanded anode.Its surface employing electroconductive cement mortar buries and covers, and outermost layer adopts the matrix material sheath.The effect of this outer matrix material sheath that coats not only protects this position concrete structure not to be subjected to the impact of seawater erosion and floating ice; protecting under water sacrificial anode to be unlikely by external force simultaneously damages; in addition, when cement injection filled with mortar material, the matrix material overcoat then will use as mould.Mean low-water mainly adopts sacrificial protection under water with lower area; it is characterized in that being convenient to changing and appending; provide protection is not only effective below tide line; can also strengthen the protection of the above 1 meter left and right sides Steel Concrete of tide line greatly; thereby can reduce ordinary tides line left and right sides expanded anode consumption, significantly reduced the construction volume in tidal range district.
Described matrix material sheath is selected matrix material for use according to the sacrificial protection time limit and environmental quality.The compressive strength of the corrosion resistance nature of matrix material (soda acid, seawater etc.), weather resisteant, temperature tolerance (high low temperature), mechanical property and interlaminar shear strength, processing performance and otherwise physics or chemical property all depend primarily on resin matrix.Carry out comprehensively at environment for use and the sheath cost cost that tidal range district, wave spatter the district according to composite material lagging cover.Its type has unsaturated polyester resin, Vinylite, adjacent benzene resin; Select wherein one or more.
Sand-cement slurry stopping composition described in the utility model mainly is made up of silicate cement, electro-conductive material, aggregate, water, and wherein the type of electro-conductive material has coke breeze, graphite, lithiumbromide, lithium nitrate, wilkinite; Select wherein one or more mixing.The quality ratio range of cement, sand, water is 1 in the sand-cement slurry: (1.5～3.0): (0.2～0.8), the three accounts for 90～95% of total mass altogether, and the admixture electro-conductive material accounts for 5～10% of total mass altogether,
The utility model spatters district's skeleton construction to tidal range and wave and carries out sacrificial protection; its outstanding feature is that whole system is non-maintaining; easy for installation; help the later stage replacing and append protection; it does not influence the military service or the operation situation of skeleton construction; compared with prior art, the utility model has the advantages that:
(1) need not accurately to measure the low tide bit line, gauging line not only derives from sacrificial anode in the mortar with the provide protection of upper part.Body anodic provide protection under water can extend to above several meters of instantaneous gauging line, strengthens the protection at position waterborne;
(2) electric conduction mortar is cheap;
(3) sacrificial anode is in the sand-cement slurry of alkalescence, and every square metre of working current density is a milliampere level, and its operating potential is more stable, and is defeated by-1.0V (CSE), and according to different design requirementss, sacrificial anode reaches 50 years the longest life;
(4) outer protective sleeve work-ing life and sacrificial protection system design life-span coupling.Have enough intensity, can resist the impact and the ice sheet side pressure of wave, floating ice.Wet strong retention rate 〉=85%;
(5) the protection criterion of reinforcing bar can satisfy the 100mV potential decay criterion of NACE RPO290-90 defined.
Description of drawings:
Fig. 1 is a composition structural principle synoptic diagram of the present utility model.
Fig. 2 is that expanded anode of the present utility model connects and the fixed sturcture principle schematic.
Embodiment:
Agent structure of the present utility model comprises that wiring closes 1, expanded anode 2, electrical connecting wire 3, matrix material sheath 4, nonmetal fastening piece 5, sheath connective slot 6, sacrificial anode 7, reinforced concrete bridge pier 8, reinforcing bar 9, mounting block 10, expanded anode web member 11, electroconductive cement filled with mortar material 12, conducting connecting part 13 and mounting block 14 under water under water.
Embodiment:
At first determine expanded anode protection area, the zone is spattered the district for mean low-water is above with wave, expanded anode 2 is fixed on interior reinforced concrete bridge pier 8 surfaces, wrap in expanded anode 2 outsides with matrix material sheath 4 then, electroconductive cement filled with mortar material 12 is poured between matrix material sheath 4 and the reinforced concrete bridge pier 8, makes electroconductive cement filled with mortar material 12 wrap up expanded anode 2 equably; At matrix material sheath 4 in fixing and electroconductive cement filled with mortar material 12 solidification processs, nonmetal fastening piece 5 auxiliary fixing composite material sheaths 4, and finally promote matrix material sheath 4 and electroconductive cement filled with mortar material 12 to be combined as a whole; Reinforced concrete bridge pier 8 inner reinforcing bars 9 are fixedly connected on an end of expanded anode 2 by conducting connecting part 13; Expanded anode 2 forms one by expanded anode web member 11, and protective current takes place; Mounting block 14 is fixing under water for sacrificial anode 7 usefulness under water, and its fixed type comprises: steel band or angle steel; Sacrificial anode 7 is electrically connected with reinforcing bar 9 in the reinforced concrete bridge pier 8 under water.
Claims (3)
1. steel reinforced concrete sacrificial anode protector, its agent structure comprises that wiring closes, expanded anode, electrical connecting wire, the matrix material sheath, nonmetal fastening piece, the sheath connective slot, sacrificial anode under water, reinforced concrete bridge pier, reinforcing bar, mounting block, the expanded anode web member, electroconductive cement filled with mortar material, conducting connecting part and mounting block under water, it is characterized in that the end that reinforcing bar in the concrete and conducting connecting part are fixedly connected on sacrificial anode, electroconductive cement filled with mortar material is fixed on the surface, protected area with expanded anode, sacrificial anode is fixed with steel band or angle steel under water, and with concrete in reinforcing bar obtain and be electrically connected; Or be fixed on the concrete underwater sites with the steel web member, be electrically connected with protected reinforcing bar with the steel web member.
2. steel reinforced concrete sacrificial anode protector according to claim 1 is characterized in that sacrificial anode comprises the expanded anode in the sacrificial anode and concrete under water; Sacrificial anode adopts sacrificial aluminium alloy anode, sacrificial zinc alloy anode or pure zinc under water, and the expanded anode in the mortar is with pure zinc or sacrificial zinc alloy anode, is big and flat netted, sheet, band shape.
3. steel reinforced concrete sacrificial anode protector according to claim 1 is characterized in that expanded anode surface adopts the electroconductive cement mortar to bury and cover, and outermost layer adopts the matrix material sheath.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200270190U CN201077862Y (en) | 2007-08-22 | 2007-08-22 | Reinforced concrete sacrificial anode protection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200270190U CN201077862Y (en) | 2007-08-22 | 2007-08-22 | Reinforced concrete sacrificial anode protection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201077862Y true CN201077862Y (en) | 2008-06-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200270190U Expired - Lifetime CN201077862Y (en) | 2007-08-22 | 2007-08-22 | Reinforced concrete sacrificial anode protection device |
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| CN (1) | CN201077862Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469212A (en) * | 2013-08-05 | 2013-12-25 | 青岛双瑞海洋环境工程股份有限公司 | Positive electrode conductive filler used for negative electrode protection system of reinforced concrete |
| CN110847129A (en) * | 2019-11-08 | 2020-02-28 | 中核核电运行管理有限公司 | Installation fixing device of supplementary positive pole of nuclear power station outlet flashboard guide slot |
| CN115504748A (en) * | 2022-10-28 | 2022-12-23 | 广州市克来斯特建材科技有限公司 | Sacrificial anode protective layer mortar and preparation method and application thereof |
-
2007
- 2007-08-22 CN CNU2007200270190U patent/CN201077862Y/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469212A (en) * | 2013-08-05 | 2013-12-25 | 青岛双瑞海洋环境工程股份有限公司 | Positive electrode conductive filler used for negative electrode protection system of reinforced concrete |
| CN103469212B (en) * | 2013-08-05 | 2015-11-25 | 青岛双瑞海洋环境工程股份有限公司 | For the anode conducting weighting material of protecting reinforced concrete cathode system |
| CN110847129A (en) * | 2019-11-08 | 2020-02-28 | 中核核电运行管理有限公司 | Installation fixing device of supplementary positive pole of nuclear power station outlet flashboard guide slot |
| CN115504748A (en) * | 2022-10-28 | 2022-12-23 | 广州市克来斯特建材科技有限公司 | Sacrificial anode protective layer mortar and preparation method and application thereof |
| CN115504748B (en) * | 2022-10-28 | 2023-06-20 | 广州市克来斯特建材科技有限公司 | Sacrificial anode protective layer mortar and preparation method and application thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: QINGDAO SUNRUI MARINE ENVIRONMENT ENGINEERING COMP Free format text: FORMER NAME: QINGDAO SUNRUI CORROSION AND FOULING CONTROL COMPANY |
|
| CP03 | Change of name, title or address |
Address after: 266100 No. 149-1, Zhuzhou Road, Laoshan District, Shandong, Qingdao Patentee after: Sunrui Marine Environment Engineering Company Address before: 266071 Shandong Province, Qingdao city Jinhu Road No. 12 Patentee before: Qingdao Sunrui Corrosion and Fouling Control Company |
|
| C56 | Change in the name or address of the patentee |
Owner name: QINGDAO SUNRUI MARINE ENVIRONMENT ENGINEERING CO., Free format text: FORMER NAME: QINGDAO SUNRUI MARINE ENVIRONMENT ENGINEERING COMPANY |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 266100 No. 149-1, Zhuzhou Road, Laoshan District, Shandong, Qingdao Patentee after: Qingdao Sunrui Marine Environment Engineering Co., Ltd. Address before: 266100 No. 149-1, Zhuzhou Road, Laoshan District, Shandong, Qingdao Patentee before: Sunrui Marine Environment Engineering Company |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20080625 |