JPH0394081A - Method for fitting insoluble electrode to concrete structure - Google Patents
Method for fitting insoluble electrode to concrete structureInfo
- Publication number
- JPH0394081A JPH0394081A JP1137173A JP13717389A JPH0394081A JP H0394081 A JPH0394081 A JP H0394081A JP 1137173 A JP1137173 A JP 1137173A JP 13717389 A JP13717389 A JP 13717389A JP H0394081 A JPH0394081 A JP H0394081A
- Authority
- JP
- Japan
- Prior art keywords
- electrode
- concrete
- concrete structure
- electrolyte
- insoluble electrode
- 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.)
- Pending
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 33
- 238000000034 method Methods 0.000 title claims description 11
- 239000003792 electrolyte Substances 0.000 claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000004210 cathodic protection Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 230000001681 protective effect Effects 0.000 abstract description 8
- 239000004570 mortar (masonry) Substances 0.000 description 11
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- TWRXJAOTZQYOKJ-UHFFFAOYSA-L Magnesium chloride Chemical compound [Mg+2].[Cl-].[Cl-] TWRXJAOTZQYOKJ-UHFFFAOYSA-L 0.000 description 2
- 239000010425 asbestos Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 229910052895 riebeckite Inorganic materials 0.000 description 2
- 239000010454 slate Substances 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 206010040844 Skin exfoliation Diseases 0.000 description 1
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 1
- YKTSYUJCYHOUJP-UHFFFAOYSA-N [O--].[Al+3].[Al+3].[O-][Si]([O-])([O-])[O-] Chemical compound [O--].[Al+3].[Al+3].[O-][Si]([O-])([O-])[O-] YKTSYUJCYHOUJP-UHFFFAOYSA-N 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910001629 magnesium chloride Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 239000011433 polymer cement mortar Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007665 sagging Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 239000010936 titanium Substances 0.000 description 1
- 229910052719 titanium Inorganic materials 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は鉄筋コンクリート構造物、ブレストレストコン
クリート構造物等の中の鋼材を外部電源方式により電気
防食するのに使用される不溶性電極を!置する方法に関
する。[Detailed Description of the Invention] [Industrial Field of Application] The present invention provides an insoluble electrode used for cathodic protection of steel materials in reinforced concrete structures, breast-stressed concrete structures, etc. using an external power source. Regarding how to place.
コンクリート構造物中の鋼材(鉄筋、PC鋼材、鉄骨等
)を外部電源方式により電気防食する方法では、コンク
リートの比抵抗が高く、またかぶり厚さが薄いため、防
食電流を供給するための不溶性電極は電流分布を均一に
するために構造物表面を広く覆うことが必要である。そ
のために、一般に線状電極を使用する場合には線と線と
の間隔を密にするか、あるいは網目状(メッシュ)電極
が用いられる。In the method of cathodic protection of steel materials (reinforcing bars, prestressing steel, steel frames, etc.) in concrete structures using an external power supply method, since concrete has a high resistivity and a thin cover, insoluble electrodes are used to supply corrosion protection current. It is necessary to cover the surface of the structure widely in order to make the current distribution uniform. For this purpose, when linear electrodes are used, the intervals between the lines are generally made close, or mesh electrodes are used.
このような線状もしくはメッシュ状の不溶性電極(例え
ば輻1.2mXL)をコンクリート構造物の垂直面や天
井面にはる場合、コンクリート面に穴をあけ、この穴の
径より若干大きめの径を有するプラスチック製ピンを打
ち込み、ピンの頭部で電極を固定し、その後、モルタル
を吹き付けるか、こて塗りで電極を約20mmの厚さに
被覆することが行われていた。When installing such a linear or mesh-like insoluble electrode (for example, diameter 1.2mXL) on the vertical or ceiling surface of a concrete structure, drill a hole in the concrete surface and make a hole with a diameter slightly larger than the diameter of this hole. A plastic pin is driven in, the electrode is fixed with the head of the pin, and the electrode is then coated with mortar to a thickness of about 20 mm by spraying or troweling.
線状もしくはメッシュ状の不溶性電極を被覆するモルタ
ルは構造物の死荷重を少なくするため、これら電極が隠
れる程度に極カ薄くすることが経済性からも必要である
。しかるに、例えばメッシュ状電極もまた経済性から1
mm厚のチタン板をエクスパンド加工したもの等が多用
される傾向にあるため、平坦になりにくくコンクリート
面との間隔を狭く一様にはるためには、多数のビン止め
を必要とし、作業能率が極端に低下するという問題点を
有するものであった。In order to reduce the dead load of the structure, the mortar covering the linear or mesh-like insoluble electrodes must be made extremely thin to the extent that these electrodes are hidden, from an economic standpoint. However, for example, mesh electrodes are also less economical.
There is a tendency to use expanded titanium plates with a thickness of mm, which makes them difficult to flatten and requires a large number of bolts to ensure uniform spacing between the concrete surface and the work efficiency. This had the problem of an extremely low value.
また、被覆モルタルはこて塗り、あるいは吹き付けのた
め、経時とともに密着性を失い、剥離の虞れを有するも
のであった。In addition, since the covering mortar is applied by troweling or spraying, it loses its adhesion over time and there is a risk of peeling.
本発明は線状もしくはメッシュ状不溶性電極を死荷重を
増加することなく、しがも密着性良く、コンクリート面
に取り付けでき、長期に亘り安定した防食電流の供給を
可能とする電極設置方法を提供することを目的とする。The present invention provides an electrode installation method that allows a linear or mesh-like insoluble electrode to be attached to a concrete surface with good adhesion without increasing dead load, and that enables a stable supply of anticorrosive current over a long period of time. The purpose is to
本発明はコンクリート構造物面に線状もしくはメッシュ
状不溶性電極をセットし,この上から電解質を塗布した
保護板をその電解質塗布面が内側となるようコンクリー
ト面に押圧し、固定具でコンクリート面に圧接固定する
ことにより、前記課題を解決したものである。In the present invention, a linear or mesh insoluble electrode is set on the surface of a concrete structure, a protection plate coated with an electrolyte is pressed onto the concrete surface with the electrolyte coated side facing inside, and then fixed onto the concrete surface using a fixture. The above-mentioned problem is solved by press-fitting and fixing.
このように、本発明ではコンクリート構造物面に線状も
しくはメッシュ状不溶性電極をセットし、この上から電
解質を塗布した保護板をその電解質塗布面が内側となる
ようコンクリート面に押圧し、固定具でコンクリート面
に圧接固定するため、従来の方法に比べて死荷重の増加
が著しく軽減され、しかも電極面とコンクリート面間の
間隙を生ずることがなく、密着性がより向上し、モルタ
ルの吹き付け等が省略され、脱落等の虞れもなく、極め
て簡単な工程で不溶性電極の設置ができる。In this way, in the present invention, a linear or mesh-like insoluble electrode is set on the concrete structure surface, a protective plate coated with electrolyte is pressed onto the concrete surface with the electrolyte coated side facing inside, and the fixing device is Since the electrode is fixed to the concrete surface by pressure, the increase in dead load is significantly reduced compared to conventional methods, and there is no gap between the electrode surface and the concrete surface, which improves adhesion and makes it easier to spray mortar, etc. is omitted, and the insoluble electrode can be installed in an extremely simple process without the risk of falling off.
本発明で使用する電解質とは、モルタルやバ一3−
ックフィル等の適宜の電解質が使用でき、これら電解質
を保護板に3〜8mm厚塗布した後、乾燥固化する前の
流動性を有する間にコンクリート面に押し当て,固定具
で固定する。なお,電解質としてモルタルを使用する場
合、付着性を向上させるため,合成樹脂エマルジョンを
添加したポリマーセメントモルタル、あるいは導電性を
向上させるため,炭素繊維や黒鉛粉を混ぜた導電性モル
タル等でもよく、そしてパックフィルとしては、例えば
ベントナイトと吸湿性電解質とを水で練ったもの、具体
的にはケイ酸アルミニウム水和物、金属硫酸塩および塩
化マグネシウムからなる特願昭63−158484号公
報に示されているようなものが挙げられる。このパック
フィルを使用する場合、保護板に塗布後コンクリート面
に固定するまでの間にダレを防止すルタめ、パックフィ
ル間に不織布等をはさんでもよい。The electrolyte used in the present invention can be any suitable electrolyte such as mortar or back fill. After applying these electrolytes to a thickness of 3 to 8 mm on the protective plate, the electrolyte is coated with fluidity before drying and solidifying. Press it against the concrete surface and secure it with a fixing device. When using mortar as the electrolyte, polymer cement mortar with a synthetic resin emulsion added to improve adhesion, or conductive mortar mixed with carbon fiber or graphite powder to improve conductivity, etc., may be used. Packfills include, for example, bentonite and a hygroscopic electrolyte kneaded with water, specifically aluminum silicate hydrate, metal sulfate, and magnesium chloride as shown in Japanese Patent Application No. 158484/1983. Examples include things like: When using this pack fill, a non-woven fabric or the like may be sandwiched between the pack fills to prevent sagging after being applied to the protection plate and before being fixed to the concrete surface.
また、本発明における保護板としては圧接するために必
要なある程度の剛性と耐久性のある一4−
板状体であればよく、石綿スレート板やFRP板等が使
用できる。Further, the protective plate in the present invention may be any plate-shaped body having a certain degree of rigidity and durability necessary for pressure contact, and an asbestos slate plate, an FRP plate, etc. can be used.
本発明において、線状もしくはメッシュ状の不溶性電極
をコンクリート面にセットするとは、電極をコンクリー
ト面に張り、移動しない程度に保持することを意味し,
具体的にはプラスチックピンで仮止めする、あるいは固
定具としてコンクリート面に埋め込んだボルトを使用す
る場合には電極をこのボルトにひっがけるようにする。In the present invention, setting a linear or mesh-like insoluble electrode on a concrete surface means placing the electrode on the concrete surface and holding it to the extent that it does not move.
Specifically, it is temporarily fixed with a plastic pin, or if a bolt embedded in the concrete surface is used as a fixing device, the electrode is hooked onto this bolt.
以下に、本発明の実施例を示す。Examples of the present invention are shown below.
実施例
この実施例はコンクリート桁に本発明を適用した場合を
示すものである。防食対象は桁の両側面と底面で、桁断
面の局長は2.2mであった。Example This example shows the case where the present invention is applied to a concrete girder. The targets for corrosion protection were both sides and the bottom of the girder, and the length of the girder cross section was 2.2 m.
第1図および第2図に示すように、1.2m@の帯状の
チタンメッシュ電極5を2.2mの長さに切り、短辺側
端部を片側側面の最上部にプラスチックピンで固定し、
桁側面に沿って垂下した。As shown in Figures 1 and 2, a 1.2 m long titanium mesh electrode 5 was cut into a length of 2.2 m, and the short end was fixed to the top of one side with a plastic pin. ,
It hung along the side of the girder.
取り付け用ボルト穴5個を有する6mm厚、0.75m
X1.1mの石綿スレート板6にモルタル7を5mm厚
塗布し、メッシュ電極5の上からコンクリート面に押し
当て、あらかじめ桁1面に取付けたアンカーボルト2(
プラスチック、不溶性金属またはセラミック製)に座金
3およびナット4により圧接固定した。同じく角部およ
び桁底面、次いで他の側面に保護板6を取付けた。6mm thick, 0.75m with 5 bolt holes for mounting
Apply mortar 7 to a thickness of 5 mm on an asbestos slate board 6 measuring 1.1 m in diameter, press it against the concrete surface from above the mesh electrode 5, and attach the anchor bolt 2 (previously attached to the girder 1 surface).
(made of plastic, insoluble metal, or ceramic) using a washer 3 and a nut 4. Similarly, protective plates 6 were attached to the corners and the bottom surface of the girder, and then to the other side surfaces.
ただし,底面の保護板は0.5mX1.1mの寸法であ
った。However, the bottom protection plate had dimensions of 0.5 m x 1.1 m.
施工個所の隣りにも、接する形でチタンメッシュ電極を
張り、保護板6を取り付け、桁工の全面に施工した。A titanium mesh electrode was placed next to and in contact with the construction site, a protection plate 6 was attached, and construction was carried out over the entire surface of the girder.
保護板間の隙間にはモルタルを塗布し、メッシュ電極5
を覆った。電極の存在はメタルラスと同様、モルタルの
付着性に寄与した。Apply mortar to the gap between the protective plates and attach the mesh electrode 5.
covered. The presence of the electrode contributed to the adhesion of the mortar as well as the metal lath.
以上説明したように、本発明によれば、外部電源方式に
用いる不溶性電極が簡単な工程によりコンクリート面に
電解質を介してしっかりと固定されるため、死荷重の増
加が著しく軽減され、長期に亘り、安定した防食電流の
供給が確保される。As explained above, according to the present invention, the insoluble electrode used in the external power supply method is firmly fixed to the concrete surface via the electrolyte through a simple process, so the increase in dead load is significantly reduced, and it can be used for a long period of time. , a stable anti-corrosion current supply is ensured.
第l図および第2図は本発明の実施例を示す概略説明図
である。
1・・・コンクリート桁 2・・・アンカーボル1〜
3・・・座金 4・・・ナット5・・・メ
ッシュ電極 6・・・保護板7・・・モルタル
7
−8FIG. 1 and FIG. 2 are schematic explanatory diagrams showing embodiments of the present invention. 1... Concrete girder 2... Anchor bolt 1~
3... Washer 4... Nut 5... Mesh electrode 6... Protective plate 7... Mortar 7 -8
Claims (2)
り電気防食するのに用いられる不溶性電極を設置する方
法において、コンクリート構造物面に線状もしくはメッ
シュ状不溶性電極をセットし、この上から電解質を塗布
した保護板をその電解質塗布面が内側となるようコンク
リート面に押圧し、固定具でコンクリート面に圧接固定
することを特徴とするコンクリート構造物に不溶性電極
を設置する方法。1. In the method of installing insoluble electrodes used for cathodic protection of steel materials in concrete structures using an external power supply method, a linear or mesh insoluble electrode is set on the surface of the concrete structure, and an electrolyte is applied over the protection. A method for installing an insoluble electrode on a concrete structure, which comprises pressing a plate against a concrete surface so that the electrolyte-applied surface faces inside, and fixing the plate to the concrete surface using a fixing device.
め込まれたボルトと、このボルト部に螺合するナットで
ある請求項1記載のコンクリート構造物に不溶性電極を
設置する方法。2. 2. The method for installing an insoluble electrode in a concrete structure according to claim 1, wherein the fixing device is a bolt whose one end is embedded in the concrete structure and a nut screwed into the bolt part.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1137173A JPH0394081A (en) | 1989-05-30 | 1989-05-30 | Method for fitting insoluble electrode to concrete structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1137173A JPH0394081A (en) | 1989-05-30 | 1989-05-30 | Method for fitting insoluble electrode to concrete structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0394081A true JPH0394081A (en) | 1991-04-18 |
Family
ID=15192521
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1137173A Pending JPH0394081A (en) | 1989-05-30 | 1989-05-30 | Method for fitting insoluble electrode to concrete structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0394081A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008153299A (en) * | 2006-12-14 | 2008-07-03 | Sumida Corporation | Sealing coil component and manufacturing method therefor |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62199785A (en) * | 1986-02-25 | 1987-09-03 | Nippon Boshoku Kogyo Kk | Electrode body for electrolytic protection |
JPS62263984A (en) * | 1986-05-12 | 1987-11-16 | Nakagawa Boshoku Kogyo Kk | Electrolytic protection method for concrete structure |
JPS62263985A (en) * | 1986-05-12 | 1987-11-16 | Nakagawa Boshoku Kogyo Kk | Electrolytic protection method for concrete structure |
-
1989
- 1989-05-30 JP JP1137173A patent/JPH0394081A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62199785A (en) * | 1986-02-25 | 1987-09-03 | Nippon Boshoku Kogyo Kk | Electrode body for electrolytic protection |
JPS62263984A (en) * | 1986-05-12 | 1987-11-16 | Nakagawa Boshoku Kogyo Kk | Electrolytic protection method for concrete structure |
JPS62263985A (en) * | 1986-05-12 | 1987-11-16 | Nakagawa Boshoku Kogyo Kk | Electrolytic protection method for concrete structure |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008153299A (en) * | 2006-12-14 | 2008-07-03 | Sumida Corporation | Sealing coil component and manufacturing method therefor |
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