JP3014066B2 - How to install a galvanic anode for underwater metal structures - Google Patents
How to install a galvanic anode for underwater metal structuresInfo
- Publication number
- JP3014066B2 JP3014066B2 JP3355202A JP35520291A JP3014066B2 JP 3014066 B2 JP3014066 B2 JP 3014066B2 JP 3355202 A JP3355202 A JP 3355202A JP 35520291 A JP35520291 A JP 35520291A JP 3014066 B2 JP3014066 B2 JP 3014066B2
- Authority
- JP
- Japan
- Prior art keywords
- galvanic anode
- steel sheet
- core
- welded
- metal
- 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 - Lifetime
Links
- 229910052751 metal Inorganic materials 0.000 title claims description 38
- 239000002184 metal Substances 0.000 title claims description 38
- 229910000831 Steel Inorganic materials 0.000 description 48
- 239000010959 steel Substances 0.000 description 48
- 239000011248 coating agent Substances 0.000 description 10
- 238000000576 coating method Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 238000003466 welding Methods 0.000 description 6
- 230000000630 rising effect Effects 0.000 description 5
- 238000007796 conventional method Methods 0.000 description 3
- 239000003973 paint Substances 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 1
- 102220491117 Putative postmeiotic segregation increased 2-like protein 1_C23F_mutation Human genes 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005536 corrosion prevention Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 229910052749 magnesium Inorganic materials 0.000 description 1
- 239000011777 magnesium Substances 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
Landscapes
- Prevention Of Electric Corrosion (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、鋼矢板岸壁,浮体鋼構
造物,取水設備等の河川又は海水中に構築される金属構
造物の防食に用いられる流電陽極の取付方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of mounting a galvanic anode used for corrosion prevention of a metal structure constructed in a river or seawater such as a steel sheet pile quay, a floating steel structure, a water intake facility, and the like.
【0002】[0002]
【従来の技術】鋼矢板岸壁,浮体鋼構造物,取水設備等
の金属構造物の水中部の防食として、アルミニウム,亜
鉛又はマグネシウム若しくはこれらの合金からなる流電
陽極による電気防食法が従来から広く使用されている。
これらの流電陽極5は、例えば図3に示したように、内
部に平鋼又は丸鋼等の芯金4を抱持したブロック体に鋳
造され、該芯金4が流電陽極5の両端から突き出した部
分4a,4bは直線又はクランク状に折り曲げて形成さ
れる。該芯金の突き出した部分4a,4bが直線で形成
されているときは、流電陽極5を例えば鋼矢板岸壁1に
取付けるときは図示要領の如く、流電陽極5が鋼矢板岸
壁1に当接しないようにするために、あらかじめ該芯金
の突き出した部分4a,4bの両端部に適当な長さに切
断したみぞ形鋼6a,6bのみぞ底裏面を溶接して離反
用脚を確保した後、該みぞ形鋼6a,6bのみぞ開口縁
を鋼矢板1a,1bに当接させて溶接するのが一般的で
ある。該芯金の突き出した部分4a,4bをクランク状
に折り曲げて離反用脚が形成されている場合には、該芯
金の突き出した部分4a,4bの端部を直接鋼矢板1
a,1bに溶接するか、離反用脚が不充分な場合は芯金
の突き出した部分4a,4bが直線で形成されている場
合と同様に、あらかじめ該芯金の突き出した部分4a,
4bの端部に適当な長さに切断したみぞ形鋼6a,6b
を溶接した後、該みぞ形鋼6a,6bのみぞ開口縁を鋼
矢板1a,1bに溶接するのが一般的で図はこのケース
を示している。前記みぞ形鋼6a,6b又は芯金の突き
出した部分4a,4bを鋼矢板1a,1bに溶接する場
合には、例えば (1)流電陽極5を取付けようとする位置の上部の鋼矢
板岸壁1にフック等を溶接し、流電陽極5に巻き付けた
ワイヤーの端部を該フック等に掛けて支持する。 (2)水中において、他の潜水士が流電陽極5をささえ
る。 等の手段により、流電陽極5を鋼矢板岸壁1の所定の位
置に保持しなければならない。2. Description of the Related Art As an anti-corrosion method for a submerged portion of a metal structure such as a steel sheet pile quay wall, a floating steel structure, an intake facility, etc., an electrolytic protection method using a galvanic anode made of aluminum, zinc, magnesium, or an alloy thereof has been widely used. It is used.
For example, as shown in FIG. 3, these galvanic anodes 5 are cast into a block body holding a metal core 4 such as a flat steel or a round steel. The portions 4a and 4b protruding from are bent and formed in a straight line or a crank shape. When the protruding portions 4a, 4b of the cored bar are formed in a straight line, when the galvanic anode 5 is attached to, for example, the steel sheet pile quay 1, the galvanic anode 5 contacts the steel sheet pile quay 1 as shown in the drawing. In order to avoid contact, the grooves 4a and 4b were previously cut into appropriate lengths at both ends of the protruding portions 4a and 4b, and grooved steel bars 6a and 6b were welded to the bottom rear surfaces to secure the separation legs. Thereafter, it is common to weld the grooved steel bars 6a, 6b by bringing the groove opening edges into contact with the steel sheet piles 1a, 1b. When the protruding portions 4a and 4b of the cored bar are bent into a crank shape to form separation legs, the ends of the protruded portions 4a and 4b of the cored bar are directly connected to the steel sheet pile 1.
a, 1b, or when the separating legs are insufficient, the protruding portions 4a, 4b of the core metal are preliminarily formed in the same manner as when the protruding portions 4a, 4b are formed in a straight line.
Channel steel 6a, 6b cut to the appropriate length at the end of 4b
Is generally welded to the steel sheet piles 1a and 1b, and the figure shows this case. When welding the grooved steels 6a, 6b or the protruding portions 4a, 4b of the core bar to the steel sheet piles 1a, 1b, for example, (1) the steel sheet pile quay above the position where the galvanic anode 5 is to be mounted A hook or the like is welded to 1 and an end of the wire wound around the galvanic anode 5 is supported by being hooked on the hook or the like. (2) In the water, another diver holds the galvanic anode 5. By such means, the galvanic anode 5 must be held at a predetermined position on the steel sheet pile quay 1.
【0003】[0003]
【発明が解決しようとする課題】従来の方法(1)によ
れば、該フックは少なくとも取り付けようとする流電陽
極5と同数を鋼矢板岸壁1に溶接しなければならず、し
かも、該フックの溶接作業は、作業困難な水中で潜水士
が行うものであるから、要員増や工期の遅延等、大きな
コストアップを生ずる原因となっていた。また、従来の
方法(2)によれば、前記みぞ形鋼6a,6b又は芯金
の突き出した部分4a,4bを鋼矢板1a,1bに溶接
する間は、その溶接を行う潜水士とは別の潜水士が流電
陽極5をささえる必要があるため、要員増となる他、溶
接作業中に流電陽極5が脱落する危険があった。更に鋼
矢板岸壁1の表面は、一定の間隔をもって規則的に凹凸
部が繰り返される構造であるために、鋼矢板岸壁1に流
電陽極5を水平に取付る場合には、みぞ形鋼6a,6b
又は芯金の突き出した部分4a,4bは凸部を構成する
鋼矢板1a,1bに溶接しなければならないが、鋼矢板
1a,1bの型によって凹凸部の繰り返し間隔は異なる
ために、鋼矢板1a,1bの型によって芯金の突き出し
た部分4a,4bの長さ等を設計・製作しなければなら
ず、コストアップを生ずる原因となっていた。又、芯金
の突き出した部分4a,4bは、通常鋼矢板1a,1b
の構造を表わした図面を基にして設計,製作されるが、
何らかの原因によって、現実の鋼矢板1a,1bの構造
が図面と異なっていた場合には、芯金の突き出した部分
4a,4bに切断,継ぎ足し等の加工が必要となりわず
らわしいものとなっていた。この他、表面に塗装,ライ
ニング等の被覆を施した鋼矢板1a,1bにみぞ形鋼6
a,6b又は芯金の突き出した部分4a,4bを溶接す
る場合には、溶接しようとする位置の鋼矢板1a,1b
表面の塗装、ライニング等を剥す必要があるが、該溶接
部は水面下にあるから、該塗装、ライニング等の補修は
実質上不可能であるという難点があった。本発明は、被
防食体への取付けに際しフック取り付け、支え等の煩わ
しい支持作業が伴なったり、脱落の危険が伴なったりす
ることのない流電陽極の取付方法を提供することを目的
としている。According to the conventional method (1), the hooks must be welded to the steel sheet pile quay 1 at least as many as the galvanic anodes 5 to be mounted, and the hooks must be welded. The welding work is performed by divers in difficult-to-work water, and this has caused a great increase in costs, such as an increase in personnel and a delay in the construction period. Further, according to the conventional method (2), while the grooved steel 6a, 6b or the protruding portion 4a, 4b of the core bar is welded to the steel sheet piles 1a, 1b, it is different from the diver who performs the welding. The diver needs to support the galvanic anode 5, which increases the number of personnel and causes the galvanic anode 5 to fall off during welding work. Furthermore, since the surface of the steel sheet pile quay 1 has a structure in which irregularities are regularly repeated at regular intervals, when the galvanic anode 5 is mounted horizontally on the steel sheet pile quay 1, the grooved steel 6a, 6b
Alternatively, the protruding portions 4a, 4b of the metal core must be welded to the steel sheet piles 1a, 1b constituting the convex portions. However, since the repetition interval of the concave and convex portions differs depending on the type of the steel sheet piles 1a, 1b, the steel sheet piles 1a , 1b, the length and the like of the protruding portions 4a, 4b of the core metal must be designed and manufactured, which causes an increase in cost. The protruding portions 4a, 4b of the cored bar are usually steel sheet piles 1a, 1b.
It is designed and manufactured based on the drawings showing the structure of
If the actual structure of the steel sheet piles 1a, 1b is different from that shown in the drawing due to some cause, the protruding portions 4a, 4b of the core bar need to be cut or added, which is troublesome. In addition, steel sheet piles 1a and 1b whose surfaces are coated with coating,
a, 6b or the protruding portions 4a, 4b of the core bar are welded by the steel sheet piles 1a, 1b at the positions to be welded.
Although it is necessary to remove the surface coating and lining, etc., there is a drawback that repair of the coating, lining and the like is practically impossible since the welded portion is under water. An object of the present invention is to provide a method for mounting a galvanic anode that does not involve a troublesome supporting operation such as hook mounting and support when mounting on a corrosion-protected body, and does not involve a risk of falling off. .
【0004】[0004]
【課題を解決するための手段】上記目的を達成するため
に、本発明の取付方法においては、流電陽極両端部から
突き出した芯金を収納し得る大きさと形状を有する切り
欠き部を備えた少なくとも2個の固定金具を、該流電陽
極の芯金の突き出した部分を乗せ得るような間隔で金属
構造物に取り付け、該流電陽極の芯金を該固定金具の切
り欠き部に乗せた後、該流電陽極の芯金の突き出した部
分と該固定金具を溶接するとしたものである。In order to achieve the above object, in the mounting method of the present invention, a notch having a size and a shape capable of accommodating a core bar protruding from both ends of a galvanic anode is provided. At least two fixing brackets were attached to the metal structure at intervals such that the protruding portion of the core of the galvanic anode could be placed thereon, and the core of the galvanic anode was mounted on the notch of the fixture. Thereafter, the protruding portion of the core metal of the galvanic anode and the fixing bracket are welded.
【0005】[0005]
【作用】流電陽極の両端より双腕状に突き出た芯金の突
き出した部分を金属構造物の大体の位置に取り付けた固
定金具の切り欠き部に係嵌させてやれば、流電陽極は設
計上の誤差を吸収して支持されるので、あとは適正な位
置に調整して脱落のおそれがない条件のもとで溶接する
ことができる。[Function] If the protruding part of the core metal protruding from both ends of the galvanic anode in a double arm shape is engaged with the notch of the fixing bracket attached to the approximate position of the metal structure, the galvanic anode becomes Since it is supported by absorbing design errors, it can be adjusted to an appropriate position and then welded under conditions where there is no risk of falling off.
【0006】[0006]
【実施例】実施例について図を参照して説明すると、図
1において、1a,1bは鋼矢板、3a,3bは固定金
具であってその立上り部31a,31bの上部には、取
り付けようとする流電陽極5の両端から突き出した部分
4a,4bを収納し得る大きさと形状を有する切り欠き
部32a,32bを備え、且つ該立上り部31a,31
bと直交する底板33a,33bが備えられている。こ
の固定金具はみぞ形鋼を適当な長さに切断したものの上
部に切り欠き部を備えたものや、H形鋼を適当な長さに
切断したものの上部に切り欠き部を備えたものでも良く
又、切り欠き部の形状は、長方形、正方形の他、固定金
具の縁が底辺となる三角形や半円形など種々考えられ
る。本発明の既設鋼矢板岸壁1への流電陽極5取付方法
は先ず鋼矢板岸壁1の凸面を形成する鋼矢板1a,1b
表面のうち、固定金具3a,3bを溶接しようとする位
置付近に付着した錆,塗料,汚れなどを除去した後、切
り欠き部32a,32bの切り口を上に向けて、底板3
3a,33bを鋼矢板1a,1bに押し当てて溶接す
る。この際、固定金具3a,3bは、流電陽極5の芯金
の突き出した部分4a,4bを乗せ得るような間隔で、
且つ、ほぼ同じ高さに溶接する。次に、固定金具3a,
3bの切り欠き部32a,32bに流電陽極5の芯金の
突き出した部分4a,4bの任意の位置を乗せた後、切
り欠き部32a,32bと芯金の突き出した部分4a,
4bを溶接する。また、表面に塗装、ライニング等を被
覆した新設の鋼矢板岸壁1に本発明により流電陽極5を
取り付ける場合は、塗装,ライニング等を鋼矢板1a,
1bに施す前に、固定金具3a,3bを溶接し、鋼矢板
岸壁1を水中に構築した後に、切り欠き部32a,32
bに流電陽極5の芯金の突き出した部分4a,4bの任
意の位置を乗せた後、切り欠き部32a,32bと芯金
の突き出した部分4a,4bを溶接する。なお、本発明
による流電陽極5の芯金の突き出した部分4a,4bは
直線で形成されていても、クランク状に折り曲げて形成
されていても良い。また本発明による流電陽極取付方法
は、鋼矢板岸壁のみならず浮体鋼構造物、取水設備等、
巾広く使用できる他、図2に示すように金属構造物7の
底面2に流電陽極を取付る場合も使用することができ
る。DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to the drawings, an embodiment will be described with reference to the drawings. In FIG. 1, reference numerals 1a and 1b denote steel sheet piles, reference numerals 3a and 3b denote fixing brackets, and they are to be mounted on the upper portions of the rising portions 31a and 31b. Notch portions 32a, 32b having a size and shape capable of accommodating portions 4a, 4b protruding from both ends of galvanic anode 5, and rising portions 31a, 31
Bottom plates 33a and 33b orthogonal to b are provided. This fixing bracket may be one obtained by cutting a grooved steel into an appropriate length and having a notch at the top, or one obtained by cutting an H-shaped steel into an appropriate length and having a notch at the top. Also, the shape of the cutout portion may be various shapes such as a rectangle, a square, a triangle, and a semicircle in which the edge of the fixing bracket is the base. The method of attaching the galvanic anode 5 to the existing steel sheet pile quay 1 according to the present invention is as follows. First, the steel sheet piles 1a, 1b forming the convex surface of the steel sheet pile quay 1
After removing rust, paint, dirt, and the like adhering near the position where the fixing brackets 3a, 3b are to be welded on the surface, the cutouts of the cutouts 32a, 32b face upward, and the bottom plate 3
3a and 33b are pressed against steel sheet piles 1a and 1b and welded. At this time, the fixing brackets 3a and 3b are arranged at such an interval that the protruding portions 4a and 4b of the core metal of the galvanic anode 5 can be placed.
And it welds to almost the same height. Next, the fixing bracket 3a,
After the arbitrary positions of the protruding portions 4a and 4b of the core of the galvano-electric anode 5 are put on the notches 32a and 32b of 3b, the notches 32a and 32b and the protruding portions 4a and
4b is welded. When the galvanic anode 5 is attached to the newly installed steel sheet pile quay 1 whose surface is coated with coating, lining, etc., the coating, lining, etc. are applied to the steel sheet pile 1a,
Before application to 1b, the fixing brackets 3a, 3b are welded, and after the steel sheet pile quay 1 is constructed in water, the notches 32a, 32
After the arbitrary positions of the protruding parts 4a and 4b of the core of the galvanic anode 5 are put on b, the notches 32a and 32b and the protruding parts 4a and 4b of the core are welded. The protruding portions 4a and 4b of the core metal of the galvanic anode 5 according to the present invention may be formed in a straight line or may be formed by bending in a crank shape. In addition, the galvanic anode mounting method according to the present invention is not only a steel sheet pile quay, but also a floating steel structure, a water intake facility, etc.
In addition to being widely used, it can also be used when a galvanic anode is attached to the bottom surface 2 of the metal structure 7 as shown in FIG.
【0007】[0007]
【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。 (1)固定金具を流電陽極両端部から突き出した芯金を
ささえ得るような間隔で金属構造物に溶接すれば、該芯
金の任意の位置と固定金具の立上り部に設けた切り欠き
部を溶接して、該流電陽極を金属構造物に固定できるの
で、金属構造物の形に合わせて該流電陽極の芯金の長さ
等を設計・製作する必要がなく、又、現場に於いて該芯
金の加工をする必要もなくなるので、流電陽極製作費や
流電陽極取付費のコストを大巾に削減することができ
る。 (2)金属構造物に溶接した固定金具の立上り部に設け
た切り欠き部と流電陽極両端部から突き出した芯金を溶
接する際に、該流電陽極を保持するための吊り下げ具
や、潜水士が不要となり、流電陽極取付作業の費用を大
巾に削減することができ、また溶接作業中に流電陽極が
落下する危険もない。 (3)表面に塗装やライニング等を被覆した新設の金属
構造物に対しては、塗装又はライニング等の被覆を施こ
す前に固定金具を溶接することができるので、金属構造
物を水中に構築した後に流電陽極を取付ける場合でも、
金属構造物の塗装、ライニング等の被覆を剥す必要がな
く又、固定金具の切り欠き部を金属構造物から離れた所
に設ければ、切り欠き部と流電陽極の芯金を溶接した場
合の熱影響により、金属構造物の塗装、ライニング等の
被覆を劣化させることがない。 (4)本発明による流電陽極の取付方法は、流電陽極を
水中で取付ける場合のみならず、例えば沈埋函のような
陸上において製作した後に水中に構築される金属構造物
に対し、陸上に於いて流電陽極を取付ける場合にも同様
な効果を奏する。Since the present invention is configured as described above, it has the following effects. (1) If the fixing metal is welded to the metal structure at such an interval as to support the metal core protruding from both ends of the galvanic anode, a notch provided at an arbitrary position of the metal core and a rising part of the metal fixing. To weld the galvanic anode to the metal structure, so there is no need to design and manufacture the length of the core of the galvanic anode according to the shape of the metal structure. In this case, there is no need to process the metal core, so that the cost of the galvanic anode production cost and the galvanic anode mounting cost can be greatly reduced. (2) a suspending tool for holding the galvano anode when welding a notch provided at the rising portion of the metal fitting welded to the metal structure and a core bar protruding from both ends of the galvano anode; This eliminates the need for a diver, greatly reducing the cost of the galvanic anode mounting work, and there is no danger of the galvanic anode dropping during welding. (3) Fixing brackets can be welded to new metal structures whose surfaces are coated with paint or lining before applying coating such as paint or lining. Even after installing the galvanic anode after
It is not necessary to peel off the coating such as painting or lining of the metal structure, and if the notch of the fixture is provided away from the metal structure, the notch and the core of the galvanic anode are welded. The coating does not degrade the coating such as coating and lining of the metal structure due to the heat influence. (4) The method for mounting a galvanic anode according to the present invention is not limited to the case where the galvanic anode is mounted in water, but also for a metal structure constructed in water after being manufactured on land, such as a submerged box, for example. The same effect can be obtained when the galvanic anode is attached.
【図1】本発明の一実施例を示す鋼矢板岸壁流電陽極取
付後の斜視図である。FIG. 1 is a perspective view showing a steel sheet pile quay wall current-carrying anode according to an embodiment of the present invention.
【図2】本発明の一実施例を示す金属構造物底面流電陽
極取付後の斜視図である。FIG. 2 is a perspective view of a metal structure according to an embodiment of the present invention after a bottom current carrying anode is attached.
【図3】従来の方法の一実施例を示す鋼矢板岸壁流電陽
極取付後の斜視図である。FIG. 3 is a perspective view showing a steel sheet pile quay wall current-carrying anode, showing an embodiment of a conventional method.
1 鋼矢板岸壁 1a,1b 鋼矢板 2 金属構造物の底面 3a,3b 固定金具 31a,31b 立上り部 32a,32b 切り欠き部 33a,33b 底板 4 芯金 4a,4b 芯金の突き出した部分 5 流電陽極 6a,6b みぞ形鋼 7 金属構造物 DESCRIPTION OF SYMBOLS 1 Steel sheet pile quay wall 1a, 1b Steel sheet pile 2 Bottom surface of metal structure 3a, 3b Fixing metal parts 31a, 31b Rising parts 32a, 32b Notch parts 33a, 33b Bottom plate 4 Core metal 4a, 4b Projected part of core metal 5 Anode 6a, 6b Channel steel 7 Metal structure
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) C23F 13/00 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int. Cl. 7 , DB name) C23F 13/00
Claims (1)
納し得る大きさと形状を有する切り欠き部を備えた少な
くとも2個の固定金具を、該流電陽極の芯金の突き出し
た部分を乗せ得るような間隔で金属構造物に取り付け、
該流電陽極の芯金の突き出した部分を該固定金具の切り
欠き部に乗せた後、該流電陽極の芯金の突き出した部分
と該固定金具を溶接することを特徴とする水中金属構造
物電気防食用流電陽極の取付方法。1. At least two fixing brackets each having a cutout having a size and a shape capable of accommodating a metal core protruding from both ends of a galvanic anode. Attach it to a metal structure at intervals that can be put on,
An underwater metal structure, wherein the protruding portion of the core of the galvanic anode is placed on a cutout of the fixing bracket, and then the protruding portion of the core of the galvanic anode and the fixing bracket are welded. How to install a galvanic anode for electrical protection of objects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3355202A JP3014066B2 (en) | 1991-12-20 | 1991-12-20 | How to install a galvanic anode for underwater metal structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3355202A JP3014066B2 (en) | 1991-12-20 | 1991-12-20 | How to install a galvanic anode for underwater metal structures |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05171477A JPH05171477A (en) | 1993-07-09 |
| JP3014066B2 true JP3014066B2 (en) | 2000-02-28 |
Family
ID=18442543
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3355202A Expired - Lifetime JP3014066B2 (en) | 1991-12-20 | 1991-12-20 | How to install a galvanic anode for underwater metal structures |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3014066B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7066465B2 (en) * | 2018-03-20 | 2022-05-13 | 株式会社Ihi | Method for forming anticorrosion electrodeposition coating on underwater metal structures |
| WO2021203184A1 (en) * | 2020-04-09 | 2021-10-14 | Petróleo Brasileiro S.A. - Petrobras | Gravity-contact sacrificial anode |
-
1991
- 1991-12-20 JP JP3355202A patent/JP3014066B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH05171477A (en) | 1993-07-09 |
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