JP3059997B2 - Anode installation method for reinforced concrete structure cathodic protection - Google Patents
Anode installation method for reinforced concrete structure cathodic protectionInfo
- Publication number
- JP3059997B2 JP3059997B2 JP2232482A JP23248290A JP3059997B2 JP 3059997 B2 JP3059997 B2 JP 3059997B2 JP 2232482 A JP2232482 A JP 2232482A JP 23248290 A JP23248290 A JP 23248290A JP 3059997 B2 JP3059997 B2 JP 3059997B2
- Authority
- JP
- Japan
- Prior art keywords
- anode
- reinforced concrete
- concrete structure
- cathodic protection
- conductive putty
- 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
Landscapes
- Prevention Of Electric Corrosion (AREA)
Description
【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION
本発明は鉄筋コンクリート構造物電気防食工法におけ
る陽極設置方法の改良に関する。The present invention relates to an improvement in an anode installation method in a reinforced concrete structure cathodic protection method.
鉄筋コンクリート構造物中の防食対象物である鉄筋を
DC電流受入れ陰極として機能させることにより、第一鉄
イオン等の形成を防止し、鉄筋の腐食を減少ないしは皆
無にする鉄筋コンクリート構造物の電気防食工法とし
て、塗料方式,メッシュ方式等が知られている。 塗料方式における陽極の設置には、当該鉄筋コンクリ
ート構造物のコンクリート表面の既設塗膜を剥離除去
し、露呈したコンクリート面に所要の間隔毎に溝切りを
し、その溝に線条陽極を敷設するとともに導電性パテを
充填してその陽極を埋設し、その導電性パテの表面を含
むコンクリート面全体に導電性塗料を塗布し、さらにそ
れに上塗り塗料を塗布して仕上げている。また、メッシ
ュ方式における陽極の設置には、当該鉄筋コンクリート
構造物のコンクリート表面の既設塗膜を剥離除去し、露
呈したコンクリート面にメッシュ陽極を張設し、その上
にポリマーセメントモルタルを吹付け被覆して仕上げて
いる。Reinforcement that is the object of anticorrosion in reinforced concrete structures
A coating method, a mesh method, and the like are known as a method of preventing corrosion of reinforced concrete structures by preventing the formation of ferrous ions or the like by functioning as a DC current receiving cathode and reducing or eliminating corrosion of reinforcing bars. . For the installation of the anode in the paint method, the existing coating film on the concrete surface of the reinforced concrete structure is peeled off and removed, the exposed concrete surface is grooved at required intervals, and the linear anode is laid in the groove. A conductive putty is filled, the anode is buried, a conductive paint is applied to the entire concrete surface including the surface of the conductive putty, and a top coat is further applied to finish. In addition, in order to install the anode in the mesh method, the existing coating film on the concrete surface of the reinforced concrete structure is peeled off, a mesh anode is stretched on the exposed concrete surface, and a polymer cement mortar is sprayed and coated thereon. Finished.
上記塗料方式及びメッシュ方式における陽極の設置
は、いずれにしても、既設塗膜の剥離除去,複数の溝切
りと導電性塗料の塗布あるいはメッシュ陽極の敷設及び
仕上げ処理の全てを対象領域全域について行わなければ
ならず、したがって、施工が大掛かりになるとともに、
比較的長い工期と高い経費を必要とするという欠点があ
った。 本発明の目的は、このような欠点を解消することにあ
る。Regarding the installation of the anode in the above-mentioned paint system and mesh system, in any case, the removal of the existing coating film, the application of a plurality of grooving and conductive paint, or the laying and finishing of the mesh anode are all performed on the entire target area. And therefore, the construction becomes large-scale,
The disadvantage is that a relatively long construction period and high costs are required. An object of the present invention is to eliminate such disadvantages.
本発明方法は、鉄筋コンクリート構造物1に既設塗膜
3を除去することなくその上から所要の間隔をおいて複
数の凹溝4を掘設し、その凹溝4内に線条陽極6を張架
支持するとともに導電性パテ11を充填して、該導電性パ
テ11に線条陽極6を埋設し、かつ、その導電性パテ11の
外面に耐候性塗料12を塗布して仕上げる鉄筋コンクリー
ト構造物電気防食工法における陽極設置方法である。 上記において、頭部7に一対の脚8,8を垂下してなる
合成樹脂製の電極支持ピン5を、その脚8,8間に線条陽
極6を挟持した状態で凹溝4の底部に打着することによ
り線条陽極6を凹溝4内の所定の高さのところに張架支
持するようにすると、該線条陽極6の所定位置への張架
が簡単かつ確実であるとともに、それが導電性パテ11の
充填時に変位してしまうようなことがない。According to the method of the present invention, a plurality of grooves 4 are dug at a predetermined interval from the reinforced concrete structure 1 without removing the existing coating film 3, and a linear anode 6 is set in the grooves 4. A reinforced concrete structure which is supported by a frame, filled with a conductive putty 11, embeds a linear anode 6 in the conductive putty 11, and finishes the outer surface of the conductive putty 11 by applying a weather-resistant paint 12. This is the method of installing the anode in the anticorrosion method. In the above, a synthetic resin electrode support pin 5 having a pair of legs 8, 8 hanging from the head 7 is attached to the bottom of the concave groove 4 with the linear anode 6 sandwiched between the legs 8, 8. By striking and supporting the linear anode 6 at a predetermined height in the concave groove 4, the linear anode 6 can be easily and reliably stretched to a predetermined position, It does not displace when the conductive putty 11 is filled.
本発明方法によれば、線条陽極の設置が、従来のよう
に大掛かりな工事にならずに簡単にしかも短期間に行う
ことができ、したがってまた工費も低減できる。 その上、導電性パテの外周面に、当該鉄筋に良好な電
流分配を与えるのに十分な表面積を保有させることがで
きるから、所期の防食効果を期待できる。According to the method of the present invention, the installation of the filament anode can be performed easily and in a short period of time without requiring a large-scale construction as in the prior art, and the construction cost can be reduced. In addition, since the outer peripheral surface of the conductive putty can have a sufficient surface area to provide good current distribution to the reinforcing bar, a desired anticorrosion effect can be expected.
以下本発明を実施例について図面を参照して説明す
る。 1は鉄筋2を埋設するとともにコンクリート表面に既
設塗膜3を有する鉄筋コンクリート構造物で、本発明
は、既設塗膜3を除去することなくその上からコンクリ
ートに所要の間隔をおいて複数の凹溝4を掘設する。 5は例えば白金めっきチタン線である線条陽極6を凹
溝4内に支持するのに使用する合成樹脂製の電極支持ピ
ンで、それは頭部7の下面に外面を細かい鋸歯状にする
とともに下端を先鋭にした一対の脚8,8を二股状に垂下
し、かつ、その脚8,8の内面の上側対向位置に半円形の
切欠部9,9を形成してなる(第3図)。 この電極支持ピン5は、その切欠部9,9に、上記線条
陽極6を挿通した状態にして脚8,8を閉じて挟み、凹溝
4の底部に所要の間隔で穿ってある取付け穴10に打着さ
れ(第4図)、これによって、線条陽極6を凹溝4内の
所定の高さのところに張架支持する。 次に、凹溝4に導電性パテ11を充填し線条陽極6を埋
設するとともに、その上面に耐候性塗料12を塗布して仕
上げる。Hereinafter, embodiments of the present invention will be described with reference to the drawings. Reference numeral 1 denotes a reinforced concrete structure in which a reinforcing bar 2 is buried and which has an existing coating 3 on the concrete surface. Drill 4 Reference numeral 5 denotes a synthetic resin electrode support pin used to support a linear anode 6 which is, for example, a platinum-plated titanium wire, in the concave groove 4. The electrode support pin is formed on the lower surface of the head 7 with a fine sawtooth outer surface and a lower end. A pair of sharpened legs 8 and 8 are suspended in a bifurcated manner, and semicircular cutouts 9 and 9 are formed at upper positions on the inner surfaces of the legs 8 and 8 (FIG. 3). The electrode support pin 5 is provided with the above-mentioned linear anode 6 inserted in the cutouts 9, 9 and the legs 8, 8 are closed and sandwiched. 10 (FIG. 4), whereby the filament anode 6 is stretched and supported at a predetermined height in the groove 4. Next, the groove 4 is filled with a conductive putty 11 to bury the linear anode 6, and the upper surface thereof is coated with a weather-resistant paint 12 to finish.
以上述べたところから明らかなように、本発明方法に
よれば、線条陽極の設置が、従来のように大掛かりな工
事にならずに簡単にしかも短期間に行うことができ、し
たがってまた工費も低減できるものであり、しかも、掘
設する凹溝の大きさすなわち内面面積を適宜設定するこ
とによって、そこに線条陽極を埋設するために充填する
導電性パテの外周面に、当該鉄筋に良好な電流分配を与
えるのに十分な表面積を保有させることができるから、
所期の防食効果を期待できる。As is apparent from the above description, according to the method of the present invention, the installation of the filament anode can be performed easily and in a short time without the need for a large-scale construction as in the related art, and the construction cost is also reduced. By appropriately setting the size of the groove to be dug, that is, the inner surface area, the outer surface of the conductive putty to be filled for embedding the linear anode therein can be reduced. Because it can have enough surface area to give
Expected anticorrosion effect can be expected.
図面は本発明の実施例を説明するためのもので、第1図
は線条陽極を敷設し終えた状態の鉄筋コンクリート構造
物の斜視図、第2図は要部の拡大断面図、第3図は電極
支持ピンの斜視図、第4図は凹溝の線条陽極を張架支持
した状態の斜視図である。 1……鉄筋コンクリート構造物、2……鉄筋、3……既
設塗膜、4……凹溝、5……電極支持ピン、6……線条
陽極、7……頭部、8……脚、9……切欠部、10……取
付け穴、11……導電性パテ、12……耐候性塗料。BRIEF DESCRIPTION OF THE DRAWINGS The drawings are for explaining the embodiment of the present invention, and FIG. 1 is a perspective view of a reinforced concrete structure in a state where a linear anode has been laid, FIG. 2 is an enlarged sectional view of a main part, and FIG. FIG. 4 is a perspective view of an electrode support pin, and FIG. 4 is a perspective view of a state in which a linear anode in a concave groove is stretched and supported. DESCRIPTION OF SYMBOLS 1 ... Reinforced concrete structure, 2 ... Reinforcing bar, 3 ... Existing coating film, 4 ... Concave groove, 5 ... Electrode support pin, 6 ... Striated anode, 7 ... Head, 8 ... Leg, 9 Notch, 10 Mounting hole, 11 Conductive putty, 12 Weatherproof paint.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 森田 成彦 東京都千代田区三番町2番地 飛島建設 株式会社内 (72)発明者 小野 一博 東京都千代田区三番町2番地 飛島建設 株式会社内 (72)発明者 三田 俊一郎 埼玉県熊谷市大字柿沼726―11 (72)発明者 武藤 一雄 東京都練馬区高野台5―11―4 (58)調査した分野(Int.Cl.7,DB名) C23F 13/00 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Shimohiko Morita 2nd Sanbancho, Chiyoda-ku, Tokyo Tobishima Construction Co., Ltd. (72) Inventor Kazuhiro Ono 2nd Sanbancho, Chiyoda-ku, Tokyo Tobishima Construction Co., Ltd. (72) Inventor Shun-ichiro Mita 726-11 Kakinuma, larger section of Kumagaya City, Saitama Prefecture (72) Inventor Kazuo Muto 5-11-4 Takanodai, Nerima-ku, Tokyo (58) Field surveyed (Int.Cl. 7 , DB name) C23F 13/00
Claims (2)
することなくその上から所要の間隔をおいて複数の凹溝
を掘設し、その凹溝内に線条陽極を挿通張架するととも
に導電性パテを充填して、該導電性パテに線条陽極を埋
設し、かつ、その導電性パテの外面に耐候性塗料を塗布
して仕上げることを特徴とする鉄筋コンクリート構造物
電気防食工法における陽極設置方法。1. A plurality of grooves are dug at a required interval from above without removing an existing coating film on a reinforced concrete structure, and a linear anode is inserted and stretched in the grooves to conduct electricity. Anode installation in a reinforced concrete structure cathodic protection method characterized by filling a conductive putty, embedding a linear anode in the conductive putty, and applying a weather-resistant paint to the outer surface of the conductive putty. Method.
の電極支持ピンを、その脚間に線条陽極を挟持させた状
態で凹溝の底部に打着することにより、線条陽極を凹溝
内の所定の高さのところに張架支持することを特徴とす
る請求項1記載の鉄筋コンクリート構造物電気防食工法
における陽極設置方法。2. An electrode support pin made of a synthetic resin having a pair of legs hanging down from the head is struck on the bottom of the groove with the linear anode sandwiched between the legs. The method according to claim 1, wherein the strip anode is supported by tension at a predetermined height in the groove.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2232482A JP3059997B2 (en) | 1990-09-04 | 1990-09-04 | Anode installation method for reinforced concrete structure cathodic protection |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2232482A JP3059997B2 (en) | 1990-09-04 | 1990-09-04 | Anode installation method for reinforced concrete structure cathodic protection |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04116184A JPH04116184A (en) | 1992-04-16 |
JP3059997B2 true JP3059997B2 (en) | 2000-07-04 |
Family
ID=16940002
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2232482A Expired - Fee Related JP3059997B2 (en) | 1990-09-04 | 1990-09-04 | Anode installation method for reinforced concrete structure cathodic protection |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3059997B2 (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB0505353D0 (en) | 2005-03-16 | 2005-04-20 | Chem Technologies Ltd E | Treatment process for concrete |
US8211289B2 (en) | 2005-03-16 | 2012-07-03 | Gareth Kevin Glass | Sacrificial anode and treatment of concrete |
GB2430938B (en) * | 2005-10-04 | 2011-08-31 | Concrete Preservation Technologies Ltd | Backfill |
US8999137B2 (en) | 2004-10-20 | 2015-04-07 | Gareth Kevin Glass | Sacrificial anode and treatment of concrete |
US8002964B2 (en) | 2005-10-04 | 2011-08-23 | Gareth Kevin Glass | Sacrificial anode and backfill |
AU2012265580B2 (en) * | 2005-10-04 | 2014-06-26 | Davison, Nigel DR | Backfill |
US7967971B2 (en) | 2008-03-11 | 2011-06-28 | Nigel Davison | Discrete sacrificial anode assembly |
GB201018830D0 (en) | 2010-11-08 | 2010-12-22 | Glass Gareth K | Anode assembly |
-
1990
- 1990-09-04 JP JP2232482A patent/JP3059997B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH04116184A (en) | 1992-04-16 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |