JPH0768711B2 - Offshore structure with excellent corrosion resistance - Google Patents
Offshore structure with excellent corrosion resistanceInfo
- Publication number
- JPH0768711B2 JPH0768711B2 JP31082290A JP31082290A JPH0768711B2 JP H0768711 B2 JPH0768711 B2 JP H0768711B2 JP 31082290 A JP31082290 A JP 31082290A JP 31082290 A JP31082290 A JP 31082290A JP H0768711 B2 JPH0768711 B2 JP H0768711B2
- Authority
- JP
- Japan
- Prior art keywords
- titanium
- clad steel
- corrosion resistance
- steel plates
- joining
- 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
Landscapes
- Arc Welding In General (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は、耐蝕性に優れた海洋構造物、特に海水スプラ
ッシュゾーンにチタンクラッド鋼板を被覆接合するに際
し、該チタンクラッド鋼の接合露出端面の少くない脚柱
を有する海洋構造物に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to a marine structure having excellent corrosion resistance, in particular, in the case of coating and joining a titanium clad steel plate to a seawater splash zone, the joining exposed end surface of the titanium clad steel is The present invention relates to an offshore structure having not a few columns.
(従来の技術) 海洋構造物の脚柱は、通常角型構造物や鋼管が用いら
れ、その表面には、海水腐食を防止するために塗装など
の防食処理をしているが、海面のスプラシュゾーンで
は、表面防食処理だけでは永年の海水スプラッシュに耐
えられず、腐食が進行する。そのために、スプラッシュ
ゾーンには実開昭62−44948号公報に記載されているよ
うに高い耐蝕性のチタンクラッド鋼を巻回被覆してい
る。(Prior Art) The pillars of offshore structures are usually prismatic structures or steel pipes, and the surface of them is subjected to anticorrosion treatment such as painting to prevent seawater corrosion. In the zone, surface corrosion protection alone cannot withstand the long-term seawater splash, and corrosion progresses. Therefore, the splash zone is wound and coated with titanium-clad steel having high corrosion resistance as described in Japanese Utility Model Laid-Open No. 62-44948.
従来、脚柱へのチタンクラッド鋼板の巻回取り付けは、
チタンクラッド鋼板の端部を溶接し固定することによっ
ておこなはれていたが、チタンと鋼との溶接は困難であ
り、そのため種種の工夫が成されている。例えば、特開
平2−52176号公報にはチタンクラッド鋼板を突き合わ
せ溶接するに際し、チタンと炭素鋼との境界部に鋼側に
凹陥部を設け、該凹陥部に不活性ガスを封入しあるいは
裏当金を挿入してチタンと鋼とを別々に裏波溶接するこ
とを提案している。Conventionally, the winding attachment of titanium clad steel plate to the pedestal is
This has been done by welding and fixing the ends of the titanium clad steel plate, but it is difficult to weld titanium and steel, and therefore various kinds of devices have been devised. For example, in Japanese Unexamined Patent Publication No. 2-52176, when butt-welding a titanium clad steel plate, a recess is formed on the steel side at the boundary between titanium and carbon steel, and an inert gas is sealed in the recess or backed. It is proposed to insert gold and separately weld the titanium and steel backside.
(発明が解決しようとする課題) 上記した従来のチタンクラッド鋼板の接合においては、
その接合端面に空隙があり、これを海洋構造物、特にス
プラッシュゾーンに使用すればその空隙より海水が侵入
し溶接部とくに炭素鋼の溶接部を腐食するという問題が
生ずる。(Problems to be Solved by the Invention) In joining the above-mentioned conventional titanium clad steel plates,
There is a void in the joint end face, and if this is used for an offshore structure, especially a splash zone, sea water will invade through the void and cause a problem of corroding the welded portion, especially the welded portion of carbon steel.
本発明は海洋構造物特にそれを支持する脚柱にチタンク
ラッド鋼板をより簡易に溶接固定するにあたり、従来の
問題点を解消するものであって、チタンクラッド鋼板を
長手方向が水平になるように配置して接合するように配
置を考慮して露出する接合端面部分を少なくすると共
に、この端面に形成される空隙を密閉しチタンクラッド
鋼板の耐蝕性と共に構造物全体の耐蝕性を向上させるこ
と目的とする。The present invention solves the conventional problems in more easily welding and fixing a titanium clad steel plate to a pedestal that supports the marine structure. In order to improve the corrosion resistance of titanium clad steel plate as well as the corrosion resistance of the entire structure by reducing the exposed joint end surface part in consideration of the layout so as to arrange and bond and sealing the void formed in this end surface. And
(課題を解決するための手段) 本発明は上記目的を達成するために以下の構成を要旨と
する。すなはち、 (1)波浪に洗われる水面上下部分の構造体周囲に、矩
形状のチタンクラッド鋼板を上下,左右に連続接合して
囲繞設置する海洋構造物において、最上段および最下段
のチタンクラッド鋼板を長手方向が水平となるように配
置して接合し、隣接するチタンクラッド鋼板の母材同志
を接合する際、該接合部に形成するチタン合わせ材の欠
落部を、合わせ材と同種のチタン当て板で合わせ材間に
架橋するごとく接合被覆し、上記最上段および最下段の
接合露出端面に形成される空隙を溶着金属で密閉被覆し
てなることを特徴とする耐蝕性に優れた海洋構造物であ
り、 (2)接合露出端面に形成される空隙を密閉被覆する溶
着金属が、Ag−Cu系金属をTIG溶接したものであること
を特徴とする前項記載の耐蝕性に優れた海洋構造物であ
る。尚、前記Ag−Cu系溶着金属の下地には、Co溶着金属
を被覆しておいてもよい。(Means for Solving the Problems) The present invention has the following structures in order to achieve the above object. That is, (1) In the offshore structure where rectangular titanium clad steel plates are continuously joined vertically and horizontally around the structure above and below the water surface to be washed by waves, the top and bottom titanium When the clad steel plates are arranged and joined so that the longitudinal direction is horizontal, and when the base metals of the adjacent titanium clad steel plates are joined together, the missing part of the titanium laminated material formed in the joint is the same as the laminated material. An ocean with excellent corrosion resistance, characterized in that a titanium cover plate is jointly coated as if it bridges between the laminated materials, and the voids formed on the exposed exposed end faces of the uppermost and lowermost stages are hermetically sealed with a weld metal. It is a structure, and (2) the weld metal that hermetically covers the voids formed on the exposed joint end surface is a Ag-Cu-based metal TIG-welded, which has excellent corrosion resistance as described in the preceding paragraph. It is a structure. The base of the Ag—Cu based weld metal may be coated with a Co weld metal.
(作用・実施例) 以下に本発明を詳細に説明する。(Operation / Example) The present invention will be described in detail below.
第1図は本発明を海洋構造物の脚柱に使用した実施例を
示すものであり、図に示すように、脚柱1の海水面ΔTP
よりΔTP+3m〜−2mの範囲近辺のいわゆるスプラッシュ
ゾーンに、純チタンよりなる合せ材と炭素鋼あるいは合
金鋼よりなる母材とを接合した矩形平面のチタンクラッ
ド鋼板2を、上下方向および左右方向に連結囲繞した耐
蝕被覆体Sを設置している。この耐蝕被覆体Sは、表面
に純チタンで被覆されるが、第4図に示すように上下端
面には溶接接合部Wが露出し、海水あるいはその飛沫に
洗われる。溶接接合部Wは、海洋耐蝕性が低く、腐食に
よる脆化が進行しやすいため、前記端面は少ない方がよ
い。FIG. 1 shows an embodiment in which the present invention is used for a pedestal of an offshore structure. As shown in the figure, the sea surface ΔTP of the pedestal 1 is shown.
A rectangular flat titanium clad steel plate 2 in which a mating material made of pure titanium and a base material made of carbon steel or alloy steel are joined to a so-called splash zone near the range of ΔTP +3 m to −2 m is vertically and horizontally connected. The surrounding corrosion-resistant coating S is installed. The surface of this anticorrosion coating S is coated with pure titanium, but as shown in FIG. 4, the welded joint W is exposed at the upper and lower end surfaces and is washed with seawater or its splash. The welded joint W has low marine corrosion resistance and is easily embrittled due to corrosion.
本発明は矩形平面のチタンクラッド鋼板2a,2cを長さ方
向に並べて配置し、隣接する短片側を溶接接合すること
により長辺側に露出する溶接部が少なくなるように構成
する。このように構成することによって脆化個所をでき
るだけ少なくできて、構造物の耐蝕性が向上する。The present invention is configured such that rectangular planar titanium clad steel plates 2a and 2c are arranged side by side in the lengthwise direction and adjacent short piece sides are welded and joined together so that the welded portions exposed on the long side are reduced. With this structure, the brittle portions can be reduced as much as possible, and the corrosion resistance of the structure is improved.
耐蝕被覆体Sにおける中間部分のチタンクラッド鋼板2a
は、第1図では長辺が垂直方向になるように配置してい
るが、これに限定するものでなく、上下鋼板2b,2cと同
様に水平状に設定しても良く、そのほかの配置であって
もよい。Titanium clad steel plate 2a in the middle part of the corrosion resistant coating S
In FIG. 1, the long sides are arranged vertically, but the present invention is not limited to this and may be set horizontally like the upper and lower steel plates 2b and 2c. It may be.
隣接するチタンクラッド鋼板2a,2bの接合は、第2図
(第1図のA部拡大図)に示すようにチタン合せ材3a,3
bの端部を切り欠いておき、母材炭素鋼4a,4bを突き合わ
せて溶接(TIG)する。この際合せ材切欠部は欠落部5
を形成する。この欠落部5は第3図に示すように、チタ
ン合せ材3a,3bと同質のチタン材で作られた当て板6
で、合せ材3aおよび3bに跨がって被覆され、当て板6は
合せ材3a,3bとそれぞれ隅肉溶接7する。尚、欠落部5
にはこれを埋めるスペーサー(図示せず)を挿入しても
良い。The adjoining titanium clad steel plates 2a, 2b are joined together as shown in FIG. 2 (enlarged view of part A in FIG. 1).
The end of b is notched, and the base carbon steels 4a and 4b are butted and welded (TIG). At this time, the notch part of the mating material is the missing part 5
To form. As shown in FIG. 3, this missing portion 5 is a pad plate 6 made of the same titanium material as the titanium composite materials 3a and 3b.
Thus, the covering plate 6 is covered across the joining materials 3a and 3b, and the pad plate 6 is welded to the joining materials 3a and 3b by fillet welding 7. The missing part 5
A spacer (not shown) may be inserted to fill this.
第4図は、第1図B部における露出している溶接部端面
の拡大平面図を示すものであって、この端面にはチタン
と鋼の溶接が困難なために空隙8ができている。この露
出している空隙8からは海水が侵入して母材溶接部を腐
食するため、本発明では第5図に示すようにAg−Cu系溶
材を用いてTIGシール溶接し、この溶着金属9で空隙8
を被覆する。このシール溶接に際し、溶着金属被覆9さ
れる母材および母材にちかい合せ材部分に予めCo、Fe−
Co系金属を下地溶着させておき、その上に前記Ag系シー
ル溶接することが好ましく、これによりAg系溶融金属中
に母材からのFe、C等の混入を防いで脆化を防止でき
る。上記溶着金属は鋼とチタンの異材接合が可能であ
り、且つ耐蝕性を有する材料であればAg−Cu系に限定し
ない。尚、図中10は脚柱1とチタンクラッド鋼板7との
隅肉溶接部である。FIG. 4 is an enlarged plan view of the exposed end surface of the welded portion in FIG. 1B, in which a void 8 is formed because it is difficult to weld titanium and steel. Since seawater penetrates through the exposed voids 8 to corrode the base metal welded portion, in the present invention, as shown in FIG. 5, TIG seal welding is performed using an Ag-Cu based welding material, and the weld metal 9 With void 8
To cover. During this seal welding, Co, Fe-
It is preferable to deposit a Co-based metal on the base material and then perform the Ag-based seal welding on the base metal. This makes it possible to prevent Fe, C, etc. from being mixed into the Ag-based molten metal from the base material and prevent embrittlement. The weld metal is not limited to the Ag-Cu system as long as it is a material capable of joining dissimilar materials of steel and titanium and having corrosion resistance. In the figure, 10 is a fillet weld between the pedestal 1 and the titanium clad steel plate 7.
(発明の効果) 以上のように、本発明はチタンクラッド鋼板を上下の端
面に溶接接合部が少なくなるように配置し、しかも隣接
するチタンクラッド鋼板を極めて簡単な方法で接合し、
チタン合せ材および同種材で表面を覆って脚柱に固定さ
れると共に、接合端面の空隙を耐蝕性金属で閉塞して海
水の侵入を遮断する構造としたため、全体的に耐蝕性の
極めて優れた海洋構造物とすることができる。(Effects of the Invention) As described above, the present invention arranges titanium clad steel plates on the upper and lower end surfaces so that the welded joints are reduced, and further, the adjacent titanium clad steel plates are joined by an extremely simple method,
It has a structure in which it is fixed to the pedestal by covering the surface with titanium composite material and similar material, and the structure of the joint end face is closed with a corrosion-resistant metal to block the intrusion of seawater, so the overall corrosion resistance is extremely excellent. It can be an offshore structure.
第1図は本発明の一例を示す斜視図、第2図及び第3図
は第1図A部の拡大説明図であって、第2図はチタンク
ラッド鋼板の母材接合状態、第3図は当て板を接合した
状態を示し、第4図及び第5図は第1図B部の拡大説明
図であって、第4図はチタンクラッド鋼板の接合端面の
状態、第5図はシール被覆した状態を示す。 1:脚柱、2:チタンクラッド鋼板 3:チタン合せ板、4:母材 5:欠落部、6:合せ材 7:隅肉溶接、8:空隙 9:溶着金属、10:隅肉溶接部FIG. 1 is a perspective view showing an example of the present invention, FIGS. 2 and 3 are enlarged explanatory views of part A in FIG. 1, and FIG. 2 is a base metal joining state of titanium clad steel plates, FIG. Shows a state in which the contact plates are joined, and FIGS. 4 and 5 are enlarged explanatory views of the part B in FIG. 1, FIG. 4 is a state of the joining end face of the titanium clad steel plate, and FIG. 5 is a seal coating. Shows the state. 1: Pillar, 2: Titanium clad steel plate 3: Titanium laminated plate, 4: Base metal 5: Missing part, 6: Laminated material 7: Fillet weld, 8: Void 9: Weld metal, 10: Fillet weld
───────────────────────────────────────────────────── フロントページの続き (72)発明者 添田 精一 東京都千代田区大手町2丁目6番3号 新 日本製鐵株式会社内 (72)発明者 酒井 和夫 東京都千代田区大手町2丁目6番3号 新 日本製鐵株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Seiichi Soeda 2-3-6 Otemachi, Chiyoda-ku, Tokyo Within Nippon Steel Corporation (72) Inventor Kazuo Sakai 2-6, Otemachi, Chiyoda-ku, Tokyo No. 3 within Nippon Steel Corporation
Claims (2)
に、矩形状のチタンクラッド鋼板を上下,左右に連続接
合して囲繞設置する海洋構造物において、最上段および
最下段のチタンクラッド鋼板を長手方向が水平となるよ
うに配置して接合し、隣接するチタンクラッド鋼板の母
材同志を接合する際、該接合部に形成するチタン合わせ
材の欠落部を、合わせ材と同種のチタン当て板で合わせ
材間に架橋するごとく接合被覆し、上記最上段および最
下段の接合露出端面に形成される空隙を溶着金属で密閉
被覆してなることを特徴とする耐蝕性に優れた海洋構造
物。1. In an offshore structure in which rectangular titanium clad steel plates are continuously joined vertically and horizontally around the structure above and below the water surface to be washed by waves, the uppermost and lowermost titanium clad steel plates are installed. Are arranged so that the longitudinal direction is horizontal and joined, and when joining base metals of adjacent titanium clad steel plates, the missing portion of the titanium joining material formed in the joining portion is replaced by a titanium pad of the same kind as the joining material. A marine structure with excellent corrosion resistance, characterized in that a plate is jointly coated as if it bridges between the laminated materials, and the voids formed at the uppermost and lowermost exposed joint end faces are hermetically sealed with a weld metal. .
する溶着金属がAg−Cu系金属をTIG溶接したものである
ことを特徴とする請求項1記載の耐蝕性に優れた海洋構
造物。2. A marine structure having excellent corrosion resistance according to claim 1, wherein the weld metal for hermetically covering the void formed on the exposed end face of the joint is TIG welded Ag-Cu based metal. .
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31082290A JPH0768711B2 (en) | 1990-11-16 | 1990-11-16 | Offshore structure with excellent corrosion resistance |
| US07/791,913 US5193939A (en) | 1990-11-16 | 1991-11-13 | Marine structure having superior corrosion resistance |
| NO914486A NO307059B1 (en) | 1990-11-16 | 1991-11-15 | Use of titanium-coated steel sheets as corrosion-resistant cover material on the surface of a marine structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31082290A JPH0768711B2 (en) | 1990-11-16 | 1990-11-16 | Offshore structure with excellent corrosion resistance |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04182522A JPH04182522A (en) | 1992-06-30 |
| JPH0768711B2 true JPH0768711B2 (en) | 1995-07-26 |
Family
ID=18009832
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31082290A Expired - Lifetime JPH0768711B2 (en) | 1990-11-16 | 1990-11-16 | Offshore structure with excellent corrosion resistance |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0768711B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007120927A (en) * | 2005-10-31 | 2007-05-17 | Toshiba Corp | Condenser and condenser assembly method |
-
1990
- 1990-11-16 JP JP31082290A patent/JPH0768711B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007120927A (en) * | 2005-10-31 | 2007-05-17 | Toshiba Corp | Condenser and condenser assembly method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04182522A (en) | 1992-06-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH0768711B2 (en) | Offshore structure with excellent corrosion resistance | |
| JP2512652B2 (en) | Offshore structure with excellent corrosion resistance | |
| KR840002679A (en) | Liner method and clad parts using clad parts | |
| US5193939A (en) | Marine structure having superior corrosion resistance | |
| JP3954479B2 (en) | Anticorrosion panel structure and method for making anticorrosion structure for offshore structure | |
| JP3521753B2 (en) | Corrosion protection method and structure for steel structures | |
| JP3702614B2 (en) | Anticorrosion method using titanium clad steel plate and anticorrosion steel structure | |
| JPH07236B2 (en) | Dissimilar material joining method | |
| JP3586358B2 (en) | Titanium clad steel plate coated structure | |
| JP3304779B2 (en) | Titanium clad steel plate welding method | |
| JP2885611B2 (en) | Structures with excellent corrosion resistance | |
| JP3304778B2 (en) | Titanium clad steel plate welding method | |
| JP3520737B2 (en) | Corrosion protection method using titanium clad steel sheet and corrosion protection steel structure | |
| JP2613709B2 (en) | Dissimilar material joining method | |
| JPH10328839A (en) | Titanium clad steel plate welding method | |
| JP2944858B2 (en) | Structures with excellent corrosion resistance | |
| JPS5874297A (en) | Welding method for clad steel materials | |
| JPS62275578A (en) | Welding method for clad steel | |
| JPH1133733A (en) | Method for coating titanium sheet on metal substrate surface | |
| JPH1094875A (en) | Titanium clad steel plate welding method | |
| JPS62275577A (en) | Clad steel welding method | |
| JPH1034345A (en) | Method of welding titanium clad steel sheet and marine structure using it | |
| JP2003001424A (en) | Corrosion protection method for steel structures | |
| JPS62275579A (en) | Clad steel welding method | |
| JP2000042744A (en) | Corrosion protection method and structure for steel structures |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 14 Free format text: PAYMENT UNTIL: 20090726 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100726 Year of fee payment: 15 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100726 Year of fee payment: 15 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110726 Year of fee payment: 16 |
|
| EXPY | Cancellation because of completion of term | ||
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 16 Free format text: PAYMENT UNTIL: 20110726 |