JPH11106968A - Electric anticorrosion method by galvanic anode to marine structure - Google Patents

Electric anticorrosion method by galvanic anode to marine structure

Info

Publication number
JPH11106968A
JPH11106968A JP9272323A JP27232397A JPH11106968A JP H11106968 A JPH11106968 A JP H11106968A JP 9272323 A JP9272323 A JP 9272323A JP 27232397 A JP27232397 A JP 27232397A JP H11106968 A JPH11106968 A JP H11106968A
Authority
JP
Japan
Prior art keywords
anode
galvanic anode
galvanic
anode material
marine structure
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
Application number
JP9272323A
Other languages
Japanese (ja)
Inventor
Mitsuaki Yoshikawa
光昭 吉川
Takeshi Karasawa
武 柄澤
Toshiaki Nagata
利明 永田
Sadao Takeda
定雄 竹田
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.)
Sumitomo Heavy Industries Ltd
Nippon Corrosion Engineering Co Ltd
Original Assignee
Sumitomo Heavy Industries Ltd
Nippon Corrosion Engineering Co Ltd
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 Sumitomo Heavy Industries Ltd, Nippon Corrosion Engineering Co Ltd filed Critical Sumitomo Heavy Industries Ltd
Priority to JP9272323A priority Critical patent/JPH11106968A/en
Publication of JPH11106968A publication Critical patent/JPH11106968A/en
Pending legal-status Critical Current

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  • Prevention Of Electric Corrosion (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a means capable of cleaning the request for unprecedented long service life without fitting the means from the sea water side in continuing the electric anticorrosion by a galvanic anode at a water-contact part of a marine structure. SOLUTION: In a system where a tip of a galvanic anode 6 refillable according to the consumption is exposed in sea water in a cylindrical body 3 higher than the sea level 5 erected in a through holes of the prescribed number in a bottom of a water-contact part of a marine structure, the highest galvanic anode integrated with a cylinder lid 12 is suspended from an attachable/ detachable suspension piece 15 in a pulling-up and delivering manner, the galvanic anode 6 is refilled while monitoring the degree of consumption of the tip of the galvanic anode 6 from the inside of the marine structure, and the electric protection can be continued without any replacement from the sea water side by controlling the delivery quantity.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、例えば海上空港に
代表されるような入渠不可能な大型浮体からなる海洋構
造物における接水部に対して好適な流電陽極材による電
気防食方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cathodic protection method using a galvanic anode material suitable for a water-contacting portion in a marine structure composed of a large floating body that cannot be docked, such as a marine airport.

【0002】[0002]

【発明が解決しようとする課題】海洋構造物の接水部に
対する防食方法としては,一般的に塗装と電気防食が併
用されている。例えば,船舶にような浮体物では建造時
に塗装や流電陽極の取り付けが行われ,定期的な入渠時
に塗装の補修や流電陽極材の取替を行って防食の継続を
図っている。
As a method for preventing corrosion of a water-contacting portion of an offshore structure, painting and electrolytic protection are generally used in combination. For example, in the case of a floating structure such as a ship, painting and installation of a galvanic anode are performed at the time of construction, and during periodic docking, the coating is repaired and the galvanic anode material is replaced to maintain corrosion prevention.

【0003】一方,桟橋,岸壁等の入渠不可能な港湾施
設では,防食の継続は主として流電陽極で行っており
(水中塗装は困難),流電陽極の耐用年数にあわせて現
場での水中作業によって流電陽極材の取替を行い,電気
防食の継続を図っている。叙上の流電陽極の取付は,海
洋構造物の外側つまり接水部側から陽極の芯金を溶接や
ボルト締めで固定するのが一般的で,取替の時期を少し
でも遅延させるべく流電陽極の設計に当たっては,耐用
年数は20〜30年もの長期のものが一般的であり,極
く最近になってより大型の40〜50年耐用のものも設
計されてきている。
On the other hand, in harbor facilities such as piers and quays where docking is not possible, continuation of corrosion protection is mainly carried out using galvanic anodes (underwater painting is difficult). The current-carrying anode material is replaced by the work to maintain the cathodic protection. The installation of the galvanic anode described above is generally carried out by welding or bolting the core of the anode from the outside of the offshore structure, that is, from the water contact side, in order to delay the replacement time as much as possible. In designing the anode, the service life is generally as long as 20 to 30 years, and more recently, a larger one having a service life of 40 to 50 years has been designed.

【0004】ところが,最近海上空港に代表されるよう
な大型浮体からなる海洋構造物が築造されるようになっ
た。このような施設では,広大な面積を有することか
ら,その接水面積も従来の構造物と比較すると極めて大
きい。また,構造物自体の耐用年数も100年以上とな
る。
However, recently, marine structures composed of large floating bodies such as marine airports have been constructed. Since such a facility has a vast area, its water contact area is extremely large as compared with conventional structures. Further, the service life of the structure itself is 100 years or more.

【0005】かかる規模の違いは,単に施工面積が大き
くなったと捉えることで済むものではなく,上記の防食
設計をそのまま適用するには限界がある。すなわち,建
造時に従来の防食設計で塗装や流電陽極の取り付けが行
われると,広大な面積を有することから,塗装や流電陽
極の維持管理上,水中作業を伴う現場での塗装の補修や
流電陽極の取替はもちろんのこと,船舶のように定期的
に入渠させての補修や取替も不可能に近く,入渠できた
としても莫大な労力と費用を要する。
[0005] Such a difference in scale is not merely considered as an increase in the construction area, and there is a limit in applying the above anticorrosion design as it is. In other words, when painting and installing a galvanic anode with the conventional anticorrosion design during construction, it has a vast area, so in order to maintain the painting and galvanic anode, it is necessary to repair the paint on site with underwater work, It is almost impossible to replace and replace the current-carrying anode, as well as on a regular basis like a ship, and even if it is possible to do so, enormous labor and cost are required.

【0006】一方,構造物と同様に100年以上の耐用
年数を有する流電陽極を設計するとなると,従来ものと
比較してその重量,形状が著しく大きくなり,さらに,
上記したように流電陽極は構造物に陽極の芯金をボルト
締めや溶接で取り付けている。それゆえ,100年以上
の耐用年数を有する流電陽極を設計,施工する場合に
は,極めて多くの労力と費用が必要となる。
On the other hand, when designing a galvanic anode having a service life of 100 years or more in the same manner as a structure, its weight and shape are significantly larger than those of conventional ones.
As described above, the galvanic anode has the anode core metal attached to the structure by bolting or welding. Therefore, designing and constructing a galvanic anode having a service life of 100 years or more requires a great deal of labor and cost.

【0007】また,100年以上の耐用年数を有する流
電陽極を設計,施工できたとしても,例えば,塗装と流
電陽極を併用する場合,流電陽極の設計は塗装損傷率に
左右されるが,従来の構造物では耐用年数が100年以
上にもおよぶものがないために塗装損傷率の実績もない
のが実情である。このため,設計段階では100年間塗
装損傷率を設定せざるを得ないが,この設定値が適切で
あるかどうかを判断できないので,定期的に陽極の消耗
状態や塗装の損傷状態等を調査,点検し,維持管理を行
う必要がある。
Further, even if a galvanic anode having a service life of 100 years or more can be designed and constructed, for example, in the case of using both a galvanic anode and a coating, the design of the galvanic anode depends on the coating damage rate. However, the conventional structure has no service life of more than 100 years, so there is no record of the paint damage rate. For this reason, at the design stage, it is necessary to set the paint damage rate for 100 years, but it is not possible to judge whether this set value is appropriate. Inspection and maintenance are required.

【0008】しかし,この調査,点検等は水中作業を伴
うので,広大な接水面積を有する海洋構造物に対する維
持管理は極めて困難となる。本発明は,かかる在来手法
の適用では保証が得られないこと確実な未知の分野で予
想される流電陽極についての問題点を確実にクリアーす
べく創案されたもので,その目的とするところは,未知
の課題に対し,その障害を解消し得て,施工,管理が容
易で,コスト的にはるかに安価になし得る新規な海洋構
造物への流電陽極材による電気防食方法を提供すること
にある。
[0008] However, since such surveys and inspections involve underwater work, it is extremely difficult to maintain and manage marine structures having a large water contact area. The present invention was conceived in order to surely solve the problems with the galvanic anode expected in unknown fields where the application of the conventional method cannot guarantee the performance. Provides a novel method of cathodic protection of marine structures using galvanic anode materials for marine structures that can solve the unknown problems, solve the obstacles, is easy to construct and manage, and is much cheaper in terms of cost. It is in.

【0009】[0009]

【課題を解決するための手段】上記の目的を達成するた
めに本発明の方法は,海洋構造物の接水部の底に所定数
穿孔の貫通孔に立設された海面レベルよりも高い筒体内
に,消耗に応じて継ぎ足し自在な流電陽極材を先端を海
水中に露呈する態様にて,筒蓋に一体設の最上位の流電
陽極が脱係自在に取り付く吊具に,引き上げ,繰り出し
可能に懸垂させておき,構造物内部からの流電陽極先端
の消耗度合を監視しつつの流電陽極の継ぎ足し,繰り出
し量制御にて海水側からの取替なくして電気防食継続を
するとしたものである。
In order to achieve the above-mentioned object, a method of the present invention is to provide a cylinder having a height higher than the sea level set up in a predetermined number of through holes at the bottom of a water-contacting portion of an offshore structure. In the body, the tip of the galvanic anode material, which can be replenished as it is consumed, is exposed in seawater. It was suspended so that it could be extended, and the current-carrying anode was added while monitoring the degree of wear at the tip of the current-carrying anode from inside the structure. By controlling the delivery amount, the cathodic protection was continued without replacement from the seawater side. Things.

【0010】[0010]

【作用】貫通孔は,設置室内の圧力を高めて海水の流入
が起こらないように手当てしておけば,既設後の海洋構
造物であっても穿孔可能であり,本発明は既存の構造物
に実施可能である。本発明の方法によれば,海洋構造物
の接水部に設けた貫通孔の構造物内部から複数の単位体
を結合させた流電陽極材を水中に露出させることによ
り,露出した流電陽極材が消耗したときでも,逐次構造
物内部から流電陽極材単位体を継ぎ足すことによって,
耐用年数が20〜30年の流電陽極材でも100年以上
の耐用年数を要する海洋構造物に対して極めて容易に,
十分に適用可能となる。
[Action] If the through-hole is designed to prevent seawater inflow by increasing the pressure inside the installation room, it can be perforated even in an existing offshore structure. Can be implemented. According to the method of the present invention, the exposed current-carrying anode is formed by exposing the current-carrying anode material, in which a plurality of units are combined, from the inside of the through-hole structure provided in the water-contacting portion of the marine structure to the water. Even when the material is depleted, by adding the galvanic anode material unit from inside the sequential structure,
Even for a current-carrying anode material with a service life of 20 to 30 years, it is extremely easy for marine structures requiring a service life of 100 years or more,
Fully applicable.

【0011】また,構造物内部から流電陽極の消耗状態
を簡単に調査,点検(引き上げで)できるので,未知の
問題に対処し得る。更に,通常,流電陽極による防食法
では陽極の耐用年数は陽極の防食電流の大きさによって
きまり,防食電流は流電陽極と被防食体との電位差と,
流電陽極と被防食体との接水抵抗で算出される。
Further, since the wear state of the galvanic anode can be easily investigated and inspected (pulled up) from inside the structure, an unknown problem can be dealt with. Furthermore, in the corrosion protection method using a galvanic anode, the service life of the anode is usually determined by the magnitude of the corrosion protection current of the anode, and the corrosion protection current is determined by the potential difference between the galvanic anode and the body to be protected.
It is calculated from the water contact resistance between the galvanic anode and the body to be protected.

【0012】しかし,電位差はほぼ一定となるので,防
食電流は接水抵抗の大きさに左右されるが,被防食体の
接水面積は流電陽極の接水面積と比べ極めて大きいので
接水抵抗は極めて小さくなり,実質的には流電陽極接水
抵抗に左右される。従って,本発明によれば,流電陽極
の接水面積を任意に変えることができるので,設計上極
めて有効である。
However, since the potential difference is substantially constant, the anticorrosion current depends on the size of the water contact resistance. The resistance becomes extremely small and is substantially dependent on the galvanic anode contact resistance. Therefore, according to the present invention, the water contact area of the galvanic anode can be arbitrarily changed, which is extremely effective in design.

【0013】[0013]

【発明の実施の形態】本発明の実施の形態を図1〜6に
基づいて説明する。図1aにおいて海洋構造物の接水底
板面1には貫通孔2が設けられ,当該貫通孔2に構造物
の内側に立設するように円筒状又は角筒状の鋼製筒体3
が溶接4される。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to FIGS. In FIG. 1a, a through-hole 2 is provided in a water-contacting bottom plate surface 1 of an offshore structure, and a cylindrical or square tubular steel cylinder 3 is provided in the through-hole 2 so as to stand inside the structure.
Are welded 4.

【0014】当該筒体3は海面レベル5よりも高いもの
であらねばならない。筒体3内には消耗に応じて継ぎ足
し自在な流電陽極材6が,その先端を防食のため海水中
に露呈する態様にて配される。すなわち,図示例の継ぎ
足し自在な流電陽極材6の単位体7は,図2に詳示の如
く,鋼管製の芯金8を陽極の一方にのみ突出させてこれ
を雄ネジ9とすると共に他方を当該雄ネジ9が螺嵌合す
る雌ネジ凹部10として成り,雄ネジ9と雌ネジ凹部1
0との螺合着によって継ぎ足しされるものとなってい
る。
The cylinder 3 must be higher than the sea level 5. In the cylindrical body 3, a current-flowing anode material 6 that can be replenished in accordance with wear is arranged in such a manner that its tip is exposed to seawater for corrosion protection. That is, as shown in detail in FIG. 2, the unit body 7 of the flowable anode material 6 which can be replenished in the illustrated example has a metal core 8 made of a steel pipe protruding from only one of the anodes to form a male screw 9. The other is formed as a female screw recess 10 into which the male screw 9 is screwed, and the male screw 9 and the female screw recess 1 are formed.
It is added by screwing with 0.

【0015】そして,筒体3の開口フランジ11に覆着
する筒蓋12下面には,最上位の単位体7が係脱自在に
取り付くことのできる吊具15が一体設されている。当
該吊具15は,前記の芯金8と同様に下端に最上位の単
位体7の雄ネジ9を螺嵌合する雌ネジ13を有する鋼管
14を筒蓋12下面に溶接着して成るものである。図1
bは機構別の吊具15を示し,筒蓋12に穿孔の透孔1
6に上端にネジ付形17した鋼管14を挿通させたうえ
ナット18止めして吊設したものである。
On the lower surface of the cylindrical lid 12 which covers the opening flange 11 of the cylindrical body 3, there is integrally provided a hanger 15 to which the uppermost unit 7 can be detachably attached. The hanging tool 15 is formed by welding a steel pipe 14 having a female screw 13 at the lower end thereof to which the male screw 9 of the uppermost unit body 7 is screw-fitted to the lower surface of the cylinder lid 12 in the same manner as the core metal 8 described above. It is. FIG.
“b” denotes a hanging tool 15 for each mechanism, and the through hole 1 is formed in the cylindrical lid 12.
6, a steel pipe 14 having a threaded shape 17 is inserted into the upper end and is suspended by a nut 18.

【0016】さらに,図1cの場合は筒蓋12に穿孔の
ネジ孔19に最上位の単位体7の雄ネジ9を直接螺合着
させて吊るとしたものであり,この場合,最上位の単位
体7は海面レベル5より一部大気中に露出することとな
る。以上接水底板面1と陽極との導通は吊具15,筒蓋
12,鋼製筒体3を介してなされるとしても良く、ある
いは結線を介配するとしても良い。
Further, in the case of FIG. 1C, the male screw 9 of the uppermost unit body 7 is directly screwed and screwed into the screw hole 19 formed in the cylindrical lid 12, and is hung. The unit body 7 is partially exposed to the atmosphere from the sea level 5. The continuity between the water-contacting bottom plate surface 1 and the anode may be made through the hanging member 15, the tube lid 12, and the steel tube 3, or may be connected through a wire.

【0017】叙上の防食構造の構成手順を図1bを例に
とり図3〜7に示す。先ず,図3に示すように所望する
流電陽極材の取り付け箇所に構造物の内側から接小底板
面1に鋼製筒体3の下端を溶接4で取り付ける。次に,
図4に示すように筒体3に合わせて構造物の内側から貫
通孔2を設ける。このとき,貫通孔2から構造物内側に
海水等が流入しないように構造物内側の圧力を高めてお
く。
The construction procedure of the above anticorrosion structure is shown in FIGS. First, as shown in FIG. 3, the lower end of a steel cylindrical body 3 is attached to a contact bottom plate surface 1 from the inside of a structure by welding 4 at a desired mounting position of a galvanic anode material. next,
As shown in FIG. 4, through holes 2 are provided from the inside of the structure in accordance with the cylindrical body 3. At this time, the pressure inside the structure is increased so that seawater or the like does not flow into the structure from the through hole 2.

【0018】そして,図5に示すように構造物内側から
予じめ最上位の単位体7に鋼管14を組付けた流電陽極
材6を筒体3内に挿入する。最後に,図6に示すよう
に,筒体3の開口フランジ11に覆着の筒蓋12の透孔
16に鋼管14の上端部を通したうえナット18止めし
て吊下を完成する。図中20は流電陽極材6挿着時の安
定を図る振れ防止用のスペーサーを示す。
Then, as shown in FIG. 5, the galvanic anode material 6 in which the steel pipe 14 is assembled to the uppermost unit body 7 is inserted into the cylinder 3 in advance from the inside of the structure. Finally, as shown in FIG. 6, the upper end of the steel pipe 14 is passed through the through hole 16 of the cylindrical lid 12 which covers the opening flange 11 of the cylindrical body 3 and the nut 18 is fixed to complete the suspension. In the drawing, reference numeral 20 denotes a run-out preventing spacer for stabilizing the current-flow anode material 6 when it is inserted.

【0019】なお,流電陽極材6における継ぎ足しの際
になさねばならない下位の単位体7の固定をより安定さ
せるために,図7に示すように単位体7の上部に溝21
を設け,この溝21に落下防止材22を挿入して係止す
ることが好ましい。
As shown in FIG. 7, a groove 21 is formed on the upper part of the unit 7 to stabilize the fixing of the lower unit 7 which must be performed at the time of replenishment of the galvanic anode material 6.
It is preferable that a fall prevention member 22 be inserted into this groove 21 and locked.

【0020】[0020]

【実施例】本発明の他の実施の例を以下説明する。前述
の最上位の単位体7の上端面に雄ネジ9が突き出るタイ
プの流電陽極材6は,図8に示す如く,鋼管の芯金23
を陽極の前後両端面より突出させ,当該両突出部にネジ
付形24,24を施こし,ジョイント用鋼管25を介し
て継ぎ足し可能としても良い。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Another embodiment of the present invention will be described below. As shown in FIG. 8, a current-carrying anode material 6 of a type in which a male screw 9 protrudes from the upper end surface of the uppermost unit body 7 is made of a steel pipe core bar 23 as shown in FIG.
May be made to protrude from both front and rear end surfaces of the anode, and both protruding portions may be provided with threaded shapes 24, 24 so that they can be added via a joint steel pipe 25.

【0021】図9,10は芯金を違える流電陽極材6’
を示す。すなわち,両端を陽極より突き出しの棒状芯金
26の先端に溶接用のプレート部26aを付設の通常の
陽極において,当該プレート部26aを利用し,ここに
ジョイント用のボルト透孔26b,26bを穿がち,重
ね合わせたプレート部26a,26aをボルトナット2
7止めにて継ぎ足しするとしたものである。
FIGS. 9 and 10 show a current-carrying anode material 6 'having a different core metal.
Is shown. That is, in a normal anode having a welding plate portion 26a attached to the tip of a rod-shaped metal core 26 protruding from both ends from the anode, the plate portion 26a is used, and joint bolt through holes 26b, 26b are drilled there. The stacked plate portions 26a, 26a are
It was decided to add 7 stops.

【0022】叙上流電陽極材6’における吊具15’
は,既述の吊具15と同様に構成すれば良い。すなわ
ち,図11〜13に示す如く,最上位の単位体7’の上
側のプレート部26aとボルト・ナット27結合するジ
ョイント用板金体28を筒蓋12下面に溶接着する(図
11)。
The hanging member 15 'in the upstream anode material 6'
May be configured in the same manner as the above-described hanging device 15. That is, as shown in FIGS. 11 to 13, the plate metal body 28 for joint, which is connected to the upper plate portion 26 a of the uppermost unit body 7 ′ and the bolt / nut 27, is welded to the lower surface of the cylinder lid 12 (FIG. 11).

【0023】または,当該板金体28の上部をネジ棒部
28aとして,筒蓋12に穿孔の透孔16に当該ネジ棒
部28aを挿通させたうえナット18止めして吊設して
も良い(図12)。さらには,当該ネジ棒部28aを筒
蓋12に穿孔のネジ孔19に螺合着させて吊設しても良
い(図13)。
Alternatively, the upper part of the sheet metal body 28 may be used as a screw rod part 28a, and the screw rod part 28a may be inserted through the through hole 16 of the cylindrical cover 12 and then suspended with the nut 18 fixed. (FIG. 12). Further, the screw rod portion 28a may be screwed into the screw hole 19 formed in the cylindrical lid 12 and suspended therefrom (FIG. 13).

【0024】図14は継ぎ足し機構を違える流電陽極材
6”を示す。すなわち,陽極の前後端止まりの鋼棒若し
くは鋼管の芯金29に,両端を陽極径よりはみ出る1以
上の両端にボルト孔31,31を穿孔のジョイント用の
鋼プレート材30,30を溶着し,当該鋼プレート材3
0同志を重ねボルト・ナット32,32止めにて継ぎ足
しするとして成る。
FIG. 14 shows a galvanic anode material 6 "having a different replenishing mechanism. That is, a steel rod or a steel pipe core 29 at the front and rear ends of the anode is provided with bolt holes at one or more ends protruding beyond the anode diameter. 31 and 31 are welded with steel plate materials 30, 30 for drilling joints.
0 are added to each other by overlapping bolts and nuts 32, 32.

【0025】叙上流電陽極材6”における吊具15”も
前記要領でなされ得る。すなわち,図15に示す如く,
棒状鋼33下端に最上位の単位体7”が接合可能に鋼プ
レート材30を溶接したものを筒蓋12に吊設させれば
よい。具体的には図16〜18に示される。すなわち,
棒状鋼33を筒蓋12下面に溶接着する(図16)。
The hanging tool 15 "in the upstream anode material 6" can be formed in the same manner as described above. That is, as shown in FIG.
What is necessary is just to hang the steel plate 30 welded to the lower end of the rod-shaped steel 33 so that the uppermost unit body 7 ″ can be joined to the cylindrical lid 12. Specifically, FIGS.
The bar-shaped steel 33 is welded to the lower surface of the tube lid 12 (FIG. 16).

【0026】または,棒状鋼33の上端部にネジ付形3
4を施こし,これを筒蓋12に穿孔の透孔16に挿通さ
せたうえナット止め18する(図17)。さらには,当
該ネジ付形34を筒蓋12に穿孔のネジ19に螺合着さ
せても良い(図18)。
Alternatively, a threaded type 3
4 is passed through the through hole 16 of the cylindrical lid 12 and then fastened with a nut 18 (FIG. 17). Further, the threaded form 34 may be screwed to the screw 19 of the perforated hole in the cylindrical lid 12 (FIG. 18).

【0027】[0027]

【発明の効果】本発明は,以上説明したように構成され
ているので,以下に記載されるような効果を奏する。構
造物内部から繰り出し可能な流電陽極材の接水面積は,
任意に変えることができるので,未知の問題に対する防
食設計上極めて有効である。
Since the present invention is configured as described above, it has the following effects. The water contact area of the galvanic anode material that can be extended from the inside of the structure is
Since it can be changed arbitrarily, it is extremely effective in designing anticorrosion for unknown problems.

【0028】また,流電陽極材の構造物への取り付けが
海水側からによることなくして簡単になし得,かつ,複
数の流電陽極材単位体同志を継ぎ足し可能にしたことに
より,簡易な作業で流電陽極材を構造物内部から取り付
け可能で,単位体単独では耐用年数が20〜30年の流
電陽極材でも100年以上の耐用年数を要する構造物に
対しても十分に適用可能となる。
Further, the installation of the galvanic anode material to the structure can be easily performed without depending on the seawater side, and a plurality of galvanic anode material units can be added to each other so that simple work can be performed. The current-carrying anode material can be attached from inside the structure, and the unit itself can be used for structures requiring a service life of 100 years or more even with a current-carrying anode material of 20 to 30 years. Become.

【0029】さらに,施工,維持管理等が容易であり,
コスト的にも安価な流電陽極材を供給できる。
Further, construction, maintenance and the like are easy,
An inexpensive galvanic anode material can be supplied in terms of cost.

【図面の簡単な説明】[Brief description of the drawings]

【図1】a〜cは夫々本発明の流電陽極材取り付け要領
を示す図である。
BRIEF DESCRIPTION OF THE DRAWINGS FIGS. 1a to 1c are diagrams each showing a procedure for attaching a galvanic anode material according to the present invention.

【図2】本発明の流電陽極材の単位体説明図である。FIG. 2 is an explanatory diagram of a unit body of a galvanic anode material of the present invention.

【図3】本発明における流電陽極材の取り付け手順説明
図である。
FIG. 3 is an explanatory diagram of a procedure for attaching a galvanic anode material according to the present invention.

【図4】本発明における流電陽極材の取り付け手順説明
図である。
FIG. 4 is an explanatory view of a procedure for attaching a galvanic anode material according to the present invention.

【図5】本発明における流電陽極材の取り付け手順説明
図である。
FIG. 5 is an explanatory view of a procedure for attaching a galvanic anode material according to the present invention.

【図6】本発明における流電陽極材の取り付け手順説明
図である。
FIG. 6 is an explanatory view of a procedure for attaching a galvanic anode material according to the present invention.

【図7】本発明の流電陽極材の継ぎ足し時の落下防止説
明図である。
FIG. 7 is an explanatory view of prevention of falling when a current carrying anode material of the present invention is added.

【図8】本発明の流電陽極材の単位体の継ぎ足し説明図
である。
FIG. 8 is an explanatory diagram showing the addition of the unit of the galvanic anode material of the present invention.

【図9】a,bは本発明の流電陽極材の単位体の平,正
面図である。
FIGS. 9A and 9B are plan and front views of a unit of a galvanic anode material of the present invention.

【図10】本発明の流電陽極材の単位体の継ぎ足し説明
図である。
FIG. 10 is an explanatory diagram showing a replenishment of a unit body of a galvanic anode material of the present invention.

【図11】本発明の流電陽極材の取り付け要領説明図で
ある。
FIG. 11 is an explanatory view of a procedure for attaching a galvanic anode material of the present invention.

【図12】本発明の流電陽極材の取り付け要領説明図で
ある。
FIG. 12 is an explanatory view of a procedure for attaching a galvanic anode material of the present invention.

【図13】本発明の流電陽極材の取り付け要領説明図で
ある。
FIG. 13 is an explanatory view of how to attach the galvanic anode material of the present invention.

【図14】本発明の流電陽極材の単位体の説明図であ
る。
FIG. 14 is an explanatory view of a unit body of a galvanic anode material of the present invention.

【図15】本発明の流電陽極材の吊具説明図である。FIG. 15 is an explanatory view of a hanging tool for a galvanic anode material of the present invention.

【図16】本発明の流電陽極材の取り付け要領説明図で
ある。
FIG. 16 is an explanatory view of a procedure for attaching a galvanic anode material of the present invention.

【図17】本発明の流電陽極材の取り付け要領説明図で
ある。
FIG. 17 is an explanatory view of a procedure for attaching a galvanic anode material of the present invention.

【図18】本発明の流電陽極材の取り付け要領説明図で
ある。
FIG. 18 is an explanatory view of a procedure for attaching a galvanic anode material of the present invention.

【符号の説明】[Explanation of symbols]

1 接水底板面 2 貫通孔 3 鋼製筒体 4 溶接 5 海面レベル 6 流電陽極材 7 単位体 8 芯金 9 雄ネジ 10 雌ネジ凹部 11 開口フランジ 12 筒蓋 13 雌ネジ 14 鋼管 15 吊具 16 透孔 17 ネジ付形 18 ナット 19 ネジ孔 20 スペーサー 21 溝 22 落下防止材 23 芯金 24 ネジ付形 25 ジョイント用鋼管 26 棒状芯金 26a プレート部 26b ボルト透孔 27 ボルトナット 28 板金体 28a ネジ棒部 29 芯金 30 鋼プレート材 31 ボルト孔 32 ボルト・ナット 33 棒状鋼 34 ネジ付形 DESCRIPTION OF SYMBOLS 1 Water contact bottom plate surface 2 Through-hole 3 Steel cylinder 4 Welding 5 Sea level 6 Galvanic anode material 7 Unit 8 Core metal 9 Male screw 10 Female screw recess 11 Opening flange 12 Cylindrical lid 13 Female screw 14 Steel pipe 15 Hanging tool Reference Signs List 16 through hole 17 threaded type 18 nut 19 screw hole 20 spacer 21 groove 22 fall prevention material 23 core bar 24 threaded type 25 steel pipe for joint 26 bar core bar 26a plate portion 26b bolt through hole 27 bolt nut 28 sheet metal body 28a screw Rod part 29 Metal core 30 Steel plate material 31 Bolt hole 32 Bolt / nut 33 Bar-shaped steel 34 Threaded type

───────────────────────────────────────────────────── フロントページの続き (72)発明者 永田 利明 東京都大田区南蒲田一丁目21番12号 日本 防蝕工業株式会社内 (72)発明者 竹田 定雄 東京都大田区南蒲田一丁目21番12号 日本 防蝕工業株式会社内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Toshiaki Nagata 1-12-112 Minami Kamata, Ota-ku, Tokyo Inside Japan Corrosion Prevention Industry Co., Ltd. (72) Inventor Sadao Takeda 1-12-112 Minami-Kamata, Ota-ku, Tokyo No. Japan Corrosion Protection Industry Co., Ltd.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 海洋構造物の接水部の底に所定数穿孔の
貫通孔に立設された海面レベルよりも高い筒体内に,消
耗に応じて継ぎ足し自在な流電陽極材を先端を海水中に
露呈する態様にて,筒蓋に一体設の最上位の流電陽極が
脱係自在に取り付く吊具に,引き上げ,繰り出し可能に
懸垂させておき,構造物内部からの流電陽極先端の消耗
度合を監視しつつの流電陽極の継ぎ足し,繰り出し量制
御にて海水側からの取替なくして電気防食継続をすると
したことを特徴とする海洋構造物への流電陽極材による
電気防食方法。
1. A current-carrying anode material, which can be added as needed according to wear, is placed in a cylindrical body, which is higher than the sea level and is provided in a predetermined number of through holes at the bottom of a water-contacting portion of an offshore structure, and the tip of which is made of seawater. In a manner that the top of the current-carrying anode integrated with the cylinder lid is detachably attached to the hanging device, it is lifted up and suspended so that it can be extended. A method of cathodic protection of a marine structure using a galvanic anode material, characterized in that the galvanic anode is added while monitoring the degree of wear and the cathodic protection is continued without replacement from the seawater side by controlling the feeding amount. .
【請求項2】 継ぎ足し自在な流電陽極単位体が,芯金
を鋼管として陽極の前後端面の一方に雄ネジ突出部を配
し他方に当該ネジ突出部が螺嵌合する雌ネジ凹部を配し
たものである請求項1記載の海洋構造物への流電陽極材
による電気防食方法。
2. A flowable anode unit body which can be replenished is provided with a male screw as a steel tube, a male screw protrusion on one of the front and rear end faces of the anode, and a female screw recess on which the screw protrusion fits. 2. The method according to claim 1, wherein the marine structure is provided with a galvanic anode material.
【請求項3】 継ぎ足し自在な流電陽極単位体が,芯金
を陽極の前後両端面より突出の鋼管とし、当該突出部を
ネジ付形し、当該突出部が螺合着のジョイント用鋼管を
介して継ぎ足しされるとしたものである請求項1記載の
海洋構造物への流電陽極材による電気防食法。
3. A flowable anode unit body that can be replenished, wherein the core metal is a steel pipe projecting from both front and rear end faces of the anode, the projecting section is formed with a screw, and the projecting section is a threaded joint steel pipe. 2. The method according to claim 1, wherein the corrosion protection is carried out by using a galvanic anode material on the marine structure.
【請求項4】 継ぎ足し自在な流電陽極単位体が,陽極
の前後両端より突出の棒状芯金先端に付着の溶接着用の
プレート部にジョイント用のボルト透孔を穿孔し重ね合
わせたプレート部をボルト・ナット止めにて継ぎ足しさ
れるとしたものである請求項1記載の海洋構造物への流
電陽極材による電気防食法。
4. A flowable anode unit body which can be added and replenished is provided with a plate portion formed by perforating joint bolt through holes in a welded plate portion attached to tips of rod-shaped metal cores protruding from both front and rear ends of the anode and superimposed. 2. The method according to claim 1, wherein the marine structure is provided with a galvanic anode material.
【請求項5】 継ぎ足し自在な流電陽極単位体が,陽極
の前後端面止まりの鋼棒若しくは鋼管芯金に両端を陽極
径よりはみ出すジョイント用の鋼プレート材に溶着し、
当該鋼プレート材両端に穿孔したボルト孔を介して重ね
合わせた鋼プレート材をボルト・ナット止めにて継ぎ足
しされるとしたものである請求項1記載の海洋構造物へ
の流電陽極材による電気防食法。
5. A flowable anode unit body which can be freely added is welded to a steel plate material for a joint which protrudes both ends from a diameter of an anode to a steel rod or a steel pipe core stopped at front and rear end faces of the anode,
2. The electric current generated by a galvanic anode material for an offshore structure according to claim 1, wherein the steel plate material superposed through bolt holes drilled at both ends of the steel plate material is added by bolts and nuts. Anticorrosion law.
JP9272323A 1997-10-06 1997-10-06 Electric anticorrosion method by galvanic anode to marine structure Pending JPH11106968A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9272323A JPH11106968A (en) 1997-10-06 1997-10-06 Electric anticorrosion method by galvanic anode to marine structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9272323A JPH11106968A (en) 1997-10-06 1997-10-06 Electric anticorrosion method by galvanic anode to marine structure

Publications (1)

Publication Number Publication Date
JPH11106968A true JPH11106968A (en) 1999-04-20

Family

ID=17512292

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9272323A Pending JPH11106968A (en) 1997-10-06 1997-10-06 Electric anticorrosion method by galvanic anode to marine structure

Country Status (1)

Country Link
JP (1) JPH11106968A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100421822B1 (en) * 2001-07-06 2004-03-12 정명국 Impressed Current Corrosion Protection System for Marine Structures
JP2006083422A (en) * 2004-09-15 2006-03-30 Nakabohtec Corrosion Protecting Co Ltd Electrolytic corrosion protection device
GB2434374A (en) * 2006-01-20 2007-07-25 Malcolm John Perrins Immersed electrode
CN116516350A (en) * 2023-03-21 2023-08-01 安徽峘岳材料科技有限公司 External sacrificial anode device

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4842671Y1 (en) * 1970-12-26 1973-12-11
JPS4937836A (en) * 1972-08-12 1974-04-08
JPS60117859U (en) * 1984-01-13 1985-08-09 株式会社日立製作所 Electrode supply device
JPH0444368U (en) * 1990-08-08 1992-04-15

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4842671Y1 (en) * 1970-12-26 1973-12-11
JPS4937836A (en) * 1972-08-12 1974-04-08
JPS60117859U (en) * 1984-01-13 1985-08-09 株式会社日立製作所 Electrode supply device
JPH0444368U (en) * 1990-08-08 1992-04-15

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100421822B1 (en) * 2001-07-06 2004-03-12 정명국 Impressed Current Corrosion Protection System for Marine Structures
JP2006083422A (en) * 2004-09-15 2006-03-30 Nakabohtec Corrosion Protecting Co Ltd Electrolytic corrosion protection device
GB2434374A (en) * 2006-01-20 2007-07-25 Malcolm John Perrins Immersed electrode
CN116516350A (en) * 2023-03-21 2023-08-01 安徽峘岳材料科技有限公司 External sacrificial anode device

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