JP2960637B2 - Corrosion protection structure of steel pipe pile - Google Patents

Corrosion protection structure of steel pipe pile

Info

Publication number
JP2960637B2
JP2960637B2 JP31854993A JP31854993A JP2960637B2 JP 2960637 B2 JP2960637 B2 JP 2960637B2 JP 31854993 A JP31854993 A JP 31854993A JP 31854993 A JP31854993 A JP 31854993A JP 2960637 B2 JP2960637 B2 JP 2960637B2
Authority
JP
Japan
Prior art keywords
steel pipe
pipe pile
titanium
coated
seawater
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
Application number
JP31854993A
Other languages
Japanese (ja)
Other versions
JPH07166568A (en
Inventor
泰治 長谷
勲 金内
和夫 酒井
康雄 高橋
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.)
NITSUTETSU YOSETSU KOGYO KK
Nippon Steel Corp
Original Assignee
NITSUTETSU YOSETSU KOGYO KK
Nippon Steel Corp
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 NITSUTETSU YOSETSU KOGYO KK, Nippon Steel Corp filed Critical NITSUTETSU YOSETSU KOGYO KK
Priority to JP31854993A priority Critical patent/JP2960637B2/en
Publication of JPH07166568A publication Critical patent/JPH07166568A/en
Application granted granted Critical
Publication of JP2960637B2 publication Critical patent/JP2960637B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、鋼管杭の防食構造に関
し、特に海洋構造物における鋼管杭の海水での飛沫・干
満帯等を被覆した鋼管杭の防食構造体に係るものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anticorrosion structure for a steel pipe pile, and more particularly, to a corrosion prevention structure for a steel pipe pile in a marine structure, which covers a splash or a tidal zone of seawater on the steel pipe pile.

【0002】[0002]

【従来の技術】海洋構造物の鋼管杭は、海水腐食を防止
するために塗装等の防食処理を行っているが、永年にわ
たる海水での飛沫・干満帯では、塗装等の表面防食処理
だけでは耐えられず腐食が進行する。
2. Description of the Related Art Steel pipe piles of offshore structures are subjected to anticorrosion treatment such as painting in order to prevent seawater corrosion. Corrosion proceeds unbearably.

【0003】また、エポキシ樹脂、フッ素樹脂の樹脂コ
ーティング等を施して防食しているが、海水での飛沫・
干満帯では長期の防食は不可能で、また補修加工も不可
能のために樹脂の耐食性能により構造物の使用年数は定
められている。
[0003] Anticorrosion is performed by applying a resin coating of an epoxy resin or a fluororesin.
In the tidal zone, long-term anticorrosion is impossible, and repairing is also impossible, so the service life of the structure is determined by the corrosion resistance of the resin.

【0004】一方非常に耐食性の優れたチタン板を用い
た防食施工方法が、例えば実開昭62−44948号公
報に開示されている。すなわち図5(a)に示すごとく
樹脂3コーティングを施した鋼管杭1にチタン製のL型
鋼7を溶接9により取り付け、図5(b)に示すように
チタン板2両端部を、前記L型鋼7にチタン製ネジ8に
より締め付け、鋼管杭1表面を覆い防食する方法を提案
している。しかしながらチタン薄板端部とチタン製L型
鋼の溶接施工となっているために製造コストが高く、ま
た既設の鋼管杭のカバー取り付けには、ネジ構造のため
海中での施工となり、ダイバーによる取り付けが必要に
なる等取り付けコストも非常に高くなる等の欠点もあ
る。
On the other hand, an anticorrosion construction method using a titanium plate having extremely excellent corrosion resistance is disclosed, for example, in Japanese Utility Model Application Laid-Open No. Sho 62-44948. That is, an L-shaped steel 7 made of titanium is attached to a steel pipe pile 1 coated with a resin 3 as shown in FIG. 5A by welding 9, and both ends of the titanium plate 2 are connected to the L-shaped steel as shown in FIG. 5B. 7 proposes a method of tightening with titanium screws 8 to cover the surface of the steel pipe pile 1 and prevent corrosion. However, the production cost is high due to the welding work of the titanium thin plate end and the titanium L-shaped steel, and the installation of the cover of the existing steel pipe pile is underwater due to the screw structure, so it is necessary to attach by a diver There are also drawbacks such as extremely high mounting cost.

【0005】[0005]

【発明が解決しようとする課題】本発明は、従来のチタ
ン板による鋼管杭の防食構造体を改善するものであっ
て、鋼管杭の海水での飛沫・干満帯に巻回するに際し、
簡易かつ確実な鋼管杭の防食構造体を提供することを目
的とする。
SUMMARY OF THE INVENTION The present invention is to improve a conventional corrosion prevention structure of a steel pipe pile made of a titanium plate, and when the steel pipe pile is wound around a seawater splash / tidal zone,
It is an object of the present invention to provide a simple and reliable steel pipe pile anticorrosion structure.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に本発明は以下の構成を要旨とする。すなわち(1)鋼
管杭の防食構造体において、表面に耐海水性絶縁材をコ
ーティングした鋼管杭にチタンまたはチタン合金板を鋼
管杭の軸方向の両端部を外側に折曲げて巻き付け、か
つ、この折曲げ部をC形状に加工したチタンまたはチタ
ン合金板内面に耐海水性絶縁材をコーティングした嵌合
部材に嵌合挿入したことを特徴とする鋼管杭の防食構造
体。および(2)鋼管杭の防食構造体において、鋼管杭
に、片面を耐海水性絶縁材をコーティングしたチタンま
たはチタン合金板を、そのコーティング面を内側にして
鋼管杭の軸方向の両端部を外側に折曲げて巻き付け、か
つ、この折曲げ部をC形状に加工したチタンまたはチタ
ン合金板内面に耐海水性絶縁材をコーティングした嵌合
部材に嵌合挿入したことを特徴とする鋼管杭の防食構造
体である。
In order to achieve the above object, the present invention has the following constitution. That is, (1) in a corrosion prevention structure of a steel pipe pile, a titanium or titanium alloy plate is wound around a steel pipe pile whose surface is coated with a seawater-resistant insulating material by bending both ends in the axial direction of the steel pipe pile outward, and An anticorrosion structure for a steel pipe pile, wherein a bent portion is fitted and inserted into a fitting member in which a seawater-resistant insulating material is coated on the inner surface of a titanium or titanium alloy plate having a bent portion processed into a C shape. And (2) In the corrosion prevention structure of a steel pipe pile, a titanium or titanium alloy plate coated on one side with a seawater-resistant insulating material is coated on the steel pipe pile, and both ends in the axial direction of the steel pipe pile are outside with the coated surface inside. Wherein the bent portion is fitted and inserted into a fitting member having a C-shaped titanium or titanium alloy plate coated with a seawater-resistant insulating material on the inner surface thereof. It is a structure.

【0007】[0007]

【作用】本発明の鋼管杭の防食構造体は、鋼管杭表面に
樹脂等の耐海水性絶縁材をコーティングしてあるので、
チタンまたはチタン合金板を巻き付けても両者が直接触
れることがなく、鋼とチタンの電位差によって生じるガ
ルバニック腐食(電蝕)が起こらない。
The anticorrosion structure of a steel pipe pile according to the present invention has a surface coated with a seawater-resistant insulating material such as a resin.
Even when the titanium or titanium alloy plate is wound, the two do not come into direct contact with each other, and galvanic corrosion (electrolytic corrosion) caused by a potential difference between steel and titanium does not occur.

【0008】また、チタンまたはチタン合金板を鋼管杭
の軸方向の両端部を外側に折曲げて鋼管杭に巻き付け、
断面がほぼC形の形状(以下単にC形状という。)に加
工したチタンまたはチタン合金板の嵌合部材に前記折曲
げ部が嵌合されるので既設の海洋構造物の鋼管杭の装着
施工も海上から簡易に実施できる。また、嵌合部材の内
面には樹脂が塗布してあるので、海水が進入することの
ない構造体が得られる。
[0008] Further, a titanium or titanium alloy plate is bent outward at both axial ends of the steel pipe pile and wound around the steel pipe pile,
Since the bent portion is fitted to a fitting member of a titanium or titanium alloy plate whose cross section is processed into a substantially C shape (hereinafter simply referred to as a C shape), the installation work of the steel pipe pile of the existing offshore structure is also possible. It can be easily implemented from the sea. In addition, since the resin is applied to the inner surface of the fitting member, a structure in which seawater does not enter can be obtained.

【0009】なお、鋼管杭表面にコーティングし、およ
びC形状に加工した嵌合部材の内面にコーティングする
耐海水性絶縁材はエポキシ樹脂、ポリマー樹脂、フッ素
樹脂、モルタル、粘着性ゴム材等を用いることができ
る。
The seawater-resistant insulating material coated on the surface of the steel pipe pile and coated on the inner surface of the fitting member processed into a C shape is made of epoxy resin, polymer resin, fluororesin, mortar, adhesive rubber material or the like. be able to.

【0010】[0010]

【実施例】以下に本発明を図に示す実施例に基づいて詳
細に説明する。図1は本発明の鋼管杭の防食構造体の例
を示す。既設のJIS5525の外径400mmの鋼管杭
1の表面にポリマー樹脂3をコーティングし、この鋼管
杭1をチタン板2でカバーした状態を示している。すな
わちポリマー樹脂3をコーティングした鋼管杭1に、図
2に示すように板厚1.0mmのチタン板2の鋼管杭の軸
方向両端部を外側に折曲げ部4,4′が巻き付けてあ
る。次いで図3に示すC形状に加工した嵌合部材5を、
鋼管杭1に巻き付けたチタン板2の折曲げ部4,4′を
その上方から挿入し嵌合する構造となっている。なお、
嵌合部材5先端部は挿入が容易となるようテーパ6が付
してある。チタン板の折曲げ部4,4′を嵌合部材5に
挿入し嵌合した部分の拡大図を図4に示す。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail based on an embodiment shown in the drawings. FIG. 1 shows an example of a corrosion prevention structure for a steel pipe pile according to the present invention. The surface of an existing JIS 5525 steel pipe pile 1 having an outer diameter of 400 mm is coated with a polymer resin 3 and the steel pipe pile 1 is covered with a titanium plate 2. That is, as shown in FIG. 2, the steel pipe pile 1 coated with the polymer resin 3 is provided with bent portions 4 and 4 'at both ends in the axial direction of the steel pipe pile having a thickness of 1.0 mm. Next, the fitting member 5 processed into the C shape shown in FIG.
The bent portions 4, 4 'of the titanium plate 2 wound around the steel pipe pile 1 are inserted from above and fitted. In addition,
The tip of the fitting member 5 is tapered 6 to facilitate insertion. FIG. 4 is an enlarged view of a portion where the bent portions 4 and 4 ′ of the titanium plate are inserted and fitted into the fitting member 5.

【0011】図4において、鋼管杭1に被覆されている
柔軟性のある樹脂3表面に、C形状に加工したチタン板
2を巻回し、内面に樹脂3′を塗布した嵌合部材5に、
前記折曲げ部を挿入・嵌合させるため完全密着構造とな
り、海水の進入を完全に遮断することができる。
In FIG. 4, a C-shaped titanium plate 2 is wound around the surface of a flexible resin 3 coated on a steel pipe pile 1, and a fitting member 5 having an inner surface coated with a resin 3 'is attached to a fitting member 5.
Since the bent portions are inserted and fitted, a completely close contact structure is provided, so that the entry of seawater can be completely blocked.

【0012】また、前記鋼管杭1に被覆されていた樹脂
3表面が硬化して柔軟性がない場合には、C形状に加工
したチタン板2の内面に柔軟性のある樹脂を塗布し巻回
し、内面に樹脂を塗布した嵌合部材5に前記折曲げ部4
を嵌合するため完全密着構造となり、海水の進入を完全
に遮断することができる。なお、樹脂3の被覆は鋼管杭
1或はチタン板2の何れかであっても同様の効果が達成
される。
When the surface of the resin 3 coated on the steel pipe pile 1 is hardened and lacks flexibility, a flexible resin is applied to the inner surface of the titanium plate 2 processed into a C shape and wound. The bent portion 4 is attached to a fitting member 5 having an inner surface coated with resin.
Are fitted to each other to form a completely close contact structure, so that the ingress of seawater can be completely shut off. The same effect can be achieved even if the resin 3 is coated on either the steel pipe pile 1 or the titanium plate 2.

【0013】このような構造体とすることにより、鋼管
杭またはチタン板(チタン合金板)にコーティングした
ポリマー樹脂等の耐海水性絶縁材が鋼管杭表面を保護被
覆し、かつ完全にシールされるために海水進入による鋼
管杭の腐食を防止できる。また、杭本体の鋼とチタンの
電位差により生ずる電流を絶縁し鋼管杭のガルバニック
腐食も防止できる。なお、鋼管杭1の巻き付けはチタン
合金も同様の効果を奏することは、言うまでもない。
With such a structure, a seawater-resistant insulating material such as a polymer resin coated on a steel pipe pile or a titanium plate (titanium alloy plate) protects and completely seals the surface of the steel pipe pile. Therefore, corrosion of the steel pipe pile due to seawater intrusion can be prevented. In addition, the current generated by the potential difference between steel and titanium in the pile body is insulated, and galvanic corrosion of the steel pipe pile can be prevented. Needless to say, the same effect can be obtained by winding the steel pipe pile 1 with a titanium alloy.

【0014】[0014]

【発明の効果】以上のように、本発明によれば、既設海
洋構造物である鋼管杭の海水での飛沫・干満帯の防食が
簡易に、かつ確実な構造体が得られるので、その工業的
な効果は極めて大きい。
As described above, according to the present invention, a steel pipe pile, which is an existing offshore structure, can be easily and reliably protected from splashing and tidal zones by seawater. Effect is extremely large.

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

【図1】本発明法の鋼管杭の防食構造体の例を示す斜視
図。
FIG. 1 is a perspective view showing an example of a corrosion prevention structure of a steel pipe pile according to the present invention.

【図2】本発明に使用される鋼管杭に巻き付けるチタン
板の例を示す斜視図。
FIG. 2 is a perspective view showing an example of a titanium plate wound around a steel pipe pile used in the present invention.

【図3】本発明に使用される嵌合部材の例を示す斜視
図。
FIG. 3 is a perspective view showing an example of a fitting member used in the present invention.

【図4】図1のA−A′の断面図。FIG. 4 is a sectional view taken along line AA ′ of FIG. 1;

【図5】(a),(b)は従来の防食構造体の例を示す
斜視図。
5 (a) and 5 (b) are perspective views showing examples of a conventional anticorrosion structure.

【符号の説明】 1 鋼管杭 2 チタン板 3,3′ 耐海水性絶縁材(樹脂コーティング) 4,4′ チタン板折曲げ部 5 嵌合部材 6 テーパ 7 チタン製L型鋼 8 チタン製ネジ[Description of Signs] 1 Steel pipe pile 2 Titanium plate 3, 3 'Seawater resistant insulating material (resin coating) 4, 4' Titanium plate bent part 5 Fitting member 6 Taper 7 Titanium L-shaped steel 8 Titanium screw

───────────────────────────────────────────────────── フロントページの続き (72)発明者 酒井 和夫 東京都千代田区大手町2−6−3 新日 本製鐵株式会社内 (72)発明者 高橋 康雄 東京都千代田区大手町2−6−3 新日 本製鐵株式会社内 (56)参考文献 実開 昭61−10348(JP,U) 実開 昭62−44948(JP,U) (58)調査した分野(Int.Cl.6,DB名) E02D 31/06 E02D 5/28 E02D 5/60 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Kazuo Sakai 2-6-3 Otemachi, Chiyoda-ku, Tokyo Inside Nippon Steel Corporation (72) Inventor Yasuo Takahashi 2-6, Otemachi 2-6, Chiyoda-ku, Tokyo 3. Inside Nippon Steel Corporation (56) References JP-A-61-10348 (JP, U) JP-A-62-44948 (JP, U) (58) Fields investigated (Int. Cl. 6 , DB Name) E02D 31/06 E02D 5/28 E02D 5/60

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 鋼管杭の防食構造体において、表面に耐
海水性絶縁材をコーティングした鋼管杭にチタンまたは
チタン合金板を鋼管杭の軸方向の両端部を外側に折曲げ
て巻き付け、かつ、この折曲げ部をC形状に加工したチ
タンまたはチタン合金板内面に耐海水性絶縁材をコーテ
ィングした嵌合部材に嵌合挿入したことを特徴とする鋼
管杭の防食構造体。
An anticorrosion structure for a steel pipe pile, wherein a titanium or titanium alloy plate is wound around a steel pipe pile whose surface is coated with a seawater-resistant insulating material by bending both ends in the axial direction of the steel pipe pile outward, and A corrosion prevention structure for a steel pipe pile, wherein the bent portion is fitted and inserted into a fitting member in which a seawater-resistant insulating material is coated on the inner surface of a titanium or titanium alloy plate processed into a C shape.
【請求項2】 鋼管杭の防食構造体において、鋼管杭
に、片面を耐海水性絶縁材をコーティングしたチタンま
たはチタン合金板を、そのコーティング面を内側にして
鋼管杭の軸方向の両端部を外側に折曲げて巻き付け、か
つ、この折曲げ部をC形状に加工したチタンまたはチタ
ン合金板内面に耐海水性絶縁材をコーティングした嵌合
部材に嵌合挿入したことを特徴とする鋼管杭の防食構造
体。
2. An anticorrosion structure for a steel pipe pile, wherein a titanium or titanium alloy plate coated on one side with a seawater-resistant insulating material is coated on the steel pipe pile, and both ends in the axial direction of the steel pipe pile are coated with the coated surface inside. A steel pipe pile characterized in that it is bent outward and wound, and this bent portion is fitted and inserted into a fitting member in which a seawater-resistant insulating material is coated on the inner surface of a titanium or titanium alloy plate processed into a C shape. Anticorrosion structure.
JP31854993A 1993-12-17 1993-12-17 Corrosion protection structure of steel pipe pile Expired - Fee Related JP2960637B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31854993A JP2960637B2 (en) 1993-12-17 1993-12-17 Corrosion protection structure of steel pipe pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31854993A JP2960637B2 (en) 1993-12-17 1993-12-17 Corrosion protection structure of steel pipe pile

Publications (2)

Publication Number Publication Date
JPH07166568A JPH07166568A (en) 1995-06-27
JP2960637B2 true JP2960637B2 (en) 1999-10-12

Family

ID=18100375

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31854993A Expired - Fee Related JP2960637B2 (en) 1993-12-17 1993-12-17 Corrosion protection structure of steel pipe pile

Country Status (1)

Country Link
JP (1) JP2960637B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3741639B2 (en) * 2001-11-07 2006-02-01 株式会社ナカボーテック Steel pipe pile coating protection method
NL2004056C2 (en) * 2010-01-05 2011-07-06 Grondgrip ISOLATED FOUNDATION POLE, AND DEVICE AND METHOD FOR THIS.

Also Published As

Publication number Publication date
JPH07166568A (en) 1995-06-27

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