JPH0340917Y2 - - Google Patents

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Publication number
JPH0340917Y2
JPH0340917Y2 JP16577886U JP16577886U JPH0340917Y2 JP H0340917 Y2 JPH0340917 Y2 JP H0340917Y2 JP 16577886 U JP16577886 U JP 16577886U JP 16577886 U JP16577886 U JP 16577886U JP H0340917 Y2 JPH0340917 Y2 JP H0340917Y2
Authority
JP
Japan
Prior art keywords
corrosion
material layer
layer
water
rope
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
Application number
JP16577886U
Other languages
Japanese (ja)
Other versions
JPS6371250U (en
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 filed Critical
Priority to JP16577886U priority Critical patent/JPH0340917Y2/ja
Publication of JPS6371250U publication Critical patent/JPS6371250U/ja
Application granted granted Critical
Publication of JPH0340917Y2 publication Critical patent/JPH0340917Y2/ja
Expired legal-status Critical Current

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  • Piles And Underground Anchors (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、既設の綱管杭や綱矢板等の水底地
盤打込部材の防食構造に関するものである。
[Detailed description of the invention] [Industrial field of application] This invention relates to a corrosion-protective structure for members driven into the submerged ground, such as existing rope piles and rope sheet piles.

〔従来技術〕[Prior art]

従来、綱管杭や綱矢板等の水底地盤打込部材の
防食構造として、特開昭58−29916号公報により
公表されているように、水底地盤打込部材の表面
に、最内層として防食性を主とする防食材層を設
けると共に、中間層として衝撃に耐えるための緩
衝材層を設け、かつ最外層として強化プラスチツ
クあるいは耐食性金属からなる板状またはシート
状の保護カバー層を設けて構成した2層型の防食
構造が知られている。
Conventionally, as an anti-corrosion structure for members driven into the submerged ground such as rope piles and rope sheet piles, as disclosed in Japanese Patent Application Laid-Open No. 58-29916, anti-corrosion was applied as the innermost layer on the surface of the members driven into the submerged ground. In addition to providing an anti-corrosion layer consisting mainly of , a buffer material layer is provided as an intermediate layer to withstand impact, and a protective cover layer in the form of a plate or sheet made of reinforced plastic or corrosion-resistant metal is provided as the outermost layer. A two-layer anti-corrosion structure is known.

また防食体を綱管杭に固定する場合は、(1)保護
カバー層を一体に設けたフランジを介して多数の
ボルトナツトにより締付固定する固定手段、(2)保
護カバーの外側から上下方向に間隔をおいて配置
された数本のバンドにより締付固定する固定手段
が採用され、また前記3層型の防食体を綱矢板に
固定する場合は、(3)綱矢板に植設した多数のスタ
ツドボルトにより防食体を締付固定する固定手
段、(4)防食体を綱矢板に仮固定したのちその防食
体の外側からドライブピンにより固定する固定手
段が採用されている。
In addition, when fixing the anti-corrosion body to a cable pipe pile, there are two methods: (1) a fixing method that tightens and fixes it with a number of bolts and nuts through a flange that is integrally provided with a protective cover layer, (2) A fixing means for tightening and fixing using several bands arranged at intervals is adopted, and when fixing the three-layer anti-corrosion body to a rope sheet pile, (3) a large number of bands planted in the rope sheet pile are used. A fixing means is adopted in which the anti-corrosion body is tightened and fixed using stud bolts, and (4) a fixing means is used in which the anti-corrosion body is temporarily fixed to the rope sheet pile and then fixed with a drive pin from the outside of the anti-corrosion body.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

しかるに、前記(1),(2)の固定手段の場合は、ボ
ルトや締付バンドの間隔が大きかつたり締付力が
不充分なときに、防食体と綱管杭表面との間に間
隙が生じ、その間隙に海水が侵入することがある
ので、充分な防食効果を発揮することができな
い。ボルトや締付バンドの間隔を小さくすれば、
海水の浸入に対しある程度対応できるが、材料費
や施工費がかさみコスト高になる。
However, in the case of the fixing means (1) and (2) above, when the distance between the bolts or tightening bands is large or the tightening force is insufficient, the gap between the anticorrosion body and the surface of the cable pipe pile is reduced. occurs, and seawater may intrude into the gaps, making it impossible to exhibit sufficient anticorrosion effects. If you reduce the distance between bolts and tightening bands,
Although it can counteract the intrusion of seawater to some extent, it increases the cost of materials and construction.

一方、綱矢板を打込施工した場合、綱矢板が計
画通り打設されることは少なく、綱矢板に前後方
向の倒れ、左右方向の傾斜、捻れ、打ち伸び、打
ち縮み等の施工誤差が発生することは避けられな
いのが実情であり、しかも綱矢板の継手嵌合部
は、ウエブやフランジ部と異なり複雑な形状にな
つている。このため前記(3),(4)の固定手段により
綱矢板壁に対し防食体を固定すると、防食体と綱
矢板壁の表面との間に間隙が生じ易く、その間隙
に海水が侵入することがあるので、充分な防食効
果を発揮させることができない。またスタツドボ
ルトやドライブピンの間隔を小さくすれば、海水
の侵入に対しある程度対応できるが、材料費や施
工費がかさみコスト高になる。
On the other hand, when driving rope sheet piles, the rope sheet piles are rarely installed as planned, and construction errors such as tilting in the front and rear directions, tilting in the left and right directions, twisting, elongation, and shrinkage occur in the rope sheet piles. The reality is that this is unavoidable, and moreover, the joint fitting part of the rope sheet pile has a complicated shape, unlike the web or flange part. For this reason, when the anti-corrosion body is fixed to the rope sheet pile wall using the fixing means (3) and (4) above, a gap is likely to be created between the anti-corrosion body and the surface of the rope sheet pile wall, and seawater may intrude into that gap. Therefore, sufficient anticorrosion effect cannot be exhibited. Also, if the spacing between stud bolts and drive pins is reduced, seawater intrusion can be prevented to some extent, but this increases material and construction costs, resulting in higher costs.

さらにまた、綱管杭および綱矢板壁の表面に腐
食による凹凸が生じていると、凹部では防食体と
の間に間隙が生じ、その間隙に海水が侵入するこ
とがあるので、充分な防食効果を期待することは
できない。
Furthermore, if unevenness occurs on the surface of rope piles and rope sheet pile walls due to corrosion, gaps will form between the recesses and the anti-corrosion material, and seawater may infiltrate into these gaps, so that sufficient corrosion protection is not achieved. cannot be expected.

〔考案の目的、構成〕[Purpose of the invention, structure]

この考案は前述の問題を有利に解決できる水底
地盤打込部材の防食構造を提供することを目的と
するものであつて、この考案の要旨とするところ
は、綱製水底地盤打込部材1の表面に、防食材層
2を吸水膨潤材層3と緩衝材層4とプラスチツク
あるいは耐食性金属の薄板からなる保護カバー5
とが順次積層状態で設けられて固定されているこ
とを特徴とする水底地盤打込部材の防食構造にあ
る。
The purpose of this invention is to provide an anti-corrosion structure for a member to be driven into the submerged ground made of rope, which can advantageously solve the above-mentioned problems. On the surface, there is a corrosion-proofing layer 2, a water-absorbing swelling material layer 3, a cushioning material layer 4, and a protective cover 5 made of a thin plate of plastic or corrosion-resistant metal.
The present invention provides an anti-corrosion structure for a member driven into the submerged ground, characterized in that: and are sequentially stacked and fixed.

〔実施例〕〔Example〕

次にこの考案を図示の例によつて詳細に説明す
る。
Next, this invention will be explained in detail using illustrated examples.

第5図および第6図はこの考案の実施例におい
て用いられる防食カバー6を示すものであつて、
ポリエチレンその他のプラスチツク7の薄板ある
いはステンレス、チタン等の耐食性金属の薄板か
らなる保護カバー5の内面に、発泡ゴムあるいは
発泡ポリエチレン等の合成樹脂発泡体からなる緩
衝材層4が一体に設けられ、その緩衝材層4の内
面にはウレタン系の吸水膨潤材層3が一体に設け
られ、かつその吸水膨潤材層3の内面にはペトロ
ラタムからなる防食材層2が一体に設けられ、前
記防食材層2、吸水膨潤材層3、緩衝材層4およ
び保護バー5の左右方向の一端部は同一平面上に
位置するように揃えられ、前記防食材層2、吸水
膨潤材層3および緩衝材層4の左右方向の他端部
は同一平面上に位置するように揃えられ、さらに
保護カバー5の左右方向の他端部における上端部
および下端部も、前記防食材層2、吸水膨潤材層
3および緩衝材層4における前記他端部と同一平
面上に位置するように揃えられている。
FIG. 5 and FIG. 6 show the anticorrosive cover 6 used in the embodiment of this invention,
A cushioning material layer 4 made of foamed rubber or synthetic resin foam such as foamed polyethylene is integrally provided on the inner surface of the protective cover 5 made of a thin plate of polyethylene or other plastic 7 or a thin plate of corrosion-resistant metal such as stainless steel or titanium. A urethane-based water-absorbing and swelling material layer 3 is integrally provided on the inner surface of the buffer material layer 4, and an anti-corrosion layer 2 made of petrolatum is integrally provided on the inner surface of the water-absorbing and swelling material layer 3. 2. One end of the water-absorbing swelling material layer 3, the cushioning material layer 4, and the protection bar 5 in the left-right direction are aligned so as to be located on the same plane, and the anticorrosion layer 2, the water-absorbing swelling material layer 3, and the cushioning material layer 4 The other ends of the protective cover 5 in the left and right direction are aligned so as to be located on the same plane, and the upper and lower ends of the other end of the protective cover 5 in the left and right direction are also aligned with the anticorrosion layer 2, the water absorbing and swelling material layer 3, and It is aligned so as to be located on the same plane as the other end of the cushioning material layer 4.

前記保護カバー5の左右方向の他端の上下方向
中間部に押え板7およびフランジ8が連設され、
かつ前記保護カバー5の外面における左右方向の
一端部から若干離れた位置に、上下方向に延長す
るL形断面のステンレス綱製連結金具9の一辺が
重合されて粘着剤あるいは接着剤またはビス(図
示を省略した)により固定され、さらに前記押え
板7およびフランジ8に上下方向に延長するL形
断面のステンレス綱製連結金具10が重合されて
粘着剤あるいは接着剤またはビス(図示を省略し
た)により固定され、また各連結金具9および1
0における保護カバー5に直角な辺およびフラン
ジ8には、多数のボルト挿通用透孔11が設けら
れている。
A presser plate 7 and a flange 8 are arranged in series at the vertically intermediate portion of the other end of the protective cover 5 in the left-right direction,
Also, at a position slightly away from one end in the left and right direction on the outer surface of the protective cover 5, one side of the stainless steel connecting fitting 9 with an L-shaped cross section extending in the vertical direction is overlaid with an adhesive, an adhesive, or a screw (not shown). (omitted)), and furthermore, a stainless steel connecting fitting 10 with an L-shaped cross section extending vertically to the presser plate 7 and flange 8 is superposed and bonded with adhesive or adhesive or screws (not shown). fixed, and each connecting fitting 9 and 1
A large number of bolt insertion holes 11 are provided on the side perpendicular to the protective cover 5 and on the flange 8 at 0.

第1図ないし第4図は前記防食カバー6を使用
したこの考案の実施例に係る水底地盤打込部材の
防食構造を示すものであつて、桟橋用コンクリー
ト床版等の構造物12を支持している綱管杭から
なる綱製水底地盤打込部材における飛沫帯および
干満帯を含む被防食部の外面に、前記防食カバー
6が巻付けられ、その防食カバー6におけるフラ
ンジ8および連結金具9,10にわたつて多数の
ボルト13が挿通され、そのボルト13により防
食カバー6が締付けられて、その防食カバー6に
おける防食材層2が綱製水底地盤打込部材1の外
面に圧接されている。また綱製水底地盤打込部材
1に巻付けられた防食カバー6の上端部および下
端部の外面に、耐食性材料例えばステンレス綱製
締付バンド14が巻付けられてボルト15により
固定されている。
FIGS. 1 to 4 show a corrosion-proof structure of a submerged foundation member according to an embodiment of this invention using the anti-corrosion cover 6, which supports a structure 12 such as a concrete deck slab for a pier. The anti-corrosion cover 6 is wrapped around the outer surface of the area to be protected from corrosion, including the splash zone and the tidal zone, in a rope-made underwater bottom ground driving member consisting of a rope pipe pile. A large number of bolts 13 are inserted through the bolts 10, and the anti-corrosion cover 6 is tightened by the bolts 13, so that the anti-corrosion layer 2 of the anti-corrosion cover 6 is pressed against the outer surface of the steel underwater bottom ground driving member 1. Furthermore, a tightening band 14 made of a corrosion-resistant material, for example, stainless steel, is wrapped around the outer surface of the upper and lower ends of the anti-corrosion cover 6 wrapped around the steel submerged ground driving member 1 and fixed with bolts 15.

この考案を実施する場合、前記吸水膨潤材層3
を構成する吸水膨潤材として例えばケミガードU
−1(三洋化成工業K.K.製)を使用する。
When implementing this invention, the water-absorbing and swelling material layer 3
For example, Chemigard U is a water-absorbing and swelling material that constitutes
-1 (manufactured by Sanyo Chemical Industries KK) is used.

また保護カバー5としては、カーボンブラツク
等の紫外線劣化防止剤さらにフエノール系または
流黄系化合物からなる酸化劣化防止剤を含有し、
耐久性を向上させたポリエチレン特に耐環境応力
亀裂性に優れた低密度ポリエチレンが好ましい。
In addition, the protective cover 5 contains an ultraviolet deterioration inhibitor such as carbon black, and an oxidation deterioration inhibitor made of a phenolic or yellowish compound.
Polyethylene with improved durability, particularly low-density polyethylene with excellent environmental stress cracking resistance, is preferred.

前記保護カバー5としては、たとえば厚さ2mm
のポリエチレン板または厚さ1mm程度のステンレ
ス綱板を使用し、前記緩衝材層4の厚さを10〜5
mm、吸水膨潤材層3の厚さ2〜1mm、防食材層2
の厚さ3〜1mmに設定する。
The protective cover 5 has a thickness of 2 mm, for example.
A polyethylene plate or a stainless steel plate with a thickness of about 1 mm is used, and the thickness of the cushioning material layer 4 is 10 to 5 mm.
mm, thickness of water-absorbing swelling material layer 3 2-1 mm, anticorrosive layer 2
Set the thickness to 3 to 1 mm.

前記ケミガードU−1の吸水膨潤材は止水性お
よび接着性をも有するので、緩衝材層4を伝わつ
て侵入して来た海水が防食材層2に侵入するのを
防止することができ、かつ吸水膨潤材層3と防食
材層2および緩衝材層4とを一体化することがで
きる。
Since the water-absorbing and swelling material of ChemiGuard U-1 also has water-stopping properties and adhesive properties, it can prevent seawater that has penetrated through the buffer material layer 4 from penetrating into the anticorrosion layer 2, and The water-absorbing swelling material layer 3, the anticorrosion layer 2, and the buffering material layer 4 can be integrated.

防食カバーを鋼管杭に締付固定する手段として
は、図示以外の任意の手段を採用してもよい。
As a means for tightening and fixing the anti-corrosion cover to the steel pipe pile, any means other than those shown may be employed.

この考案を綱矢板壁の防食に実施する場合は、
綱矢板壁における被防食部の表面と同一形状に制
作された防食カバーを、綱矢板壁に当接してドラ
イブピン等により固定する。
When implementing this idea for corrosion protection of rope sheet pile walls,
A corrosion protection cover manufactured to have the same shape as the surface of the corrosion-protected portion of the rope sheet pile wall is fixed with a drive pin or the like in contact with the rope sheet pile wall.

〔考案の効果〕[Effect of idea]

この考案によれば、防食材層2、吸水膨潤材層
3、緩衝材層4および防食カバー5からなる防食
カバー6を鋼製水底地盤打込部材1の表面に取付
けたとき、前記防食材層2の一部と綱製水底地盤
打込部材1との間に間隙があつても、吸水膨潤材
層3が海水中の水分を吸収して膨潤すると共に、
その膨潤圧により防食材層2を鋼製水底地盤打込
部材1の表面に強力に押付けるので、防食材層2
と鋼製水底地盤打込部材1の表面との間の間隙を
自動的になくすることができ、そのため防食材層
2の前面を鋼製水底地盤打込部材1の表面に接着
させて鋼製水底地盤打込部材1の表面を確実に防
食することができ、かつ保護カバー5と吸水膨潤
材層3との間に緩衝材層4が介在されているの
で、保護カバー5に流木等が衝突した場合の衝撃
力は緩衝材層4により緩衝されると共に分散され
て吸水膨潤材層3に伝達され、そのため吸水膨潤
材層3および防食材層2が部分的に過大な衝撃力
を受けて押潰される恐れを排除することができる
等の効果が得られる。
According to this invention, when the anti-corrosion cover 6 consisting of the anti-corrosion layer 2, the water-absorbing swelling material layer 3, the buffer layer 4 and the anti-corrosion cover 5 is attached to the surface of the steel submerged ground driving member 1, the anti-corrosion layer Even if there is a gap between a part of 2 and the rope-made underwater foundation driving member 1, the water-absorbing and swelling material layer 3 absorbs water in the seawater and swells.
The swelling pressure strongly presses the anti-corrosion layer 2 against the surface of the steel submersible ground driving member 1, so the anti-corrosion layer 2
It is possible to automatically eliminate the gap between the surface of the steel submerged subsurface ground driving member 1, and therefore the front surface of the anticorrosive layer 2 is adhered to the surface of the steel submerged subsurface ground driven member 1, and the steel The surface of the submerged ground driving member 1 can be reliably protected from corrosion, and since the buffer material layer 4 is interposed between the protective cover 5 and the water-absorbing swelling material layer 3, driftwood etc. collide with the protective cover 5. In this case, the impact force is buffered and dispersed by the buffer material layer 4 and transmitted to the water-absorbing and swelling material layer 3, so that the water-absorbing and swelling material layer 3 and the anticorrosion layer 2 are partially subjected to excessive impact force and pushed. Effects such as being able to eliminate the fear of being crushed can be obtained.

【図面の簡単な説明】[Brief explanation of the drawing]

図面はこの考案の実施例を示すものであつて、
第1図は水底地盤打込部材の防食構造を示す横断
平面図、第2図は構造物を支持している鋼製水底
地盤打込部材の防食カバーを取付けた状態を示す
一部縦断側面図、第3図は第2図の一部を拡大し
て示す側面図、第4図は第3図のA−A線拡大断
面図、第5図は防食カバーを展開して示す正面
図、第6図は第5図のB−B線断面図である。 図において、1は鋼製水底地盤打込部材、2は
防食材層、3は吸水膨潤材層、4は緩衝材層、5
は保護カバー、6は防食カバー、8はフランジ、
9および10は連結金具、11はボルト挿通用透
孔、13はボルト、14は締付バンド、15はボ
ルトである。
The drawings show an embodiment of this invention,
Figure 1 is a cross-sectional plan view showing the anti-corrosion structure of the submerged underground member, and Figure 2 is a partially vertical side view showing the steel submerged underground member supporting the structure with the anti-corrosion cover attached. , FIG. 3 is an enlarged side view of a part of FIG. 2, FIG. 4 is an enlarged sectional view taken along the line A-A in FIG. FIG. 6 is a sectional view taken along the line B--B in FIG. 5. In the figure, 1 is a steel submerged ground driving member, 2 is an anti-corrosion layer, 3 is a water-absorbing swelling material layer, 4 is a buffer material layer, and 5
is a protective cover, 6 is a corrosion protection cover, 8 is a flange,
9 and 10 are connecting fittings, 11 is a through hole for bolt insertion, 13 is a bolt, 14 is a tightening band, and 15 is a bolt.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 綱製水底地盤打込部材1の表面に、防食材層2
と吸水膨潤材層3と緩衝材層4とプラスチツクあ
るいは耐食性金属の薄板からなる保護カバー5と
が順次積層状態で設けられて固定されていること
を特徴とする水底地盤打込部材の防食構造。
An anti-corrosion layer 2 is provided on the surface of the rope-made submerged foundation member 1.
This anti-corrosion structure for a member driven into the submerged ground is characterized in that a water-absorbing swelling material layer 3, a buffering material layer 4, and a protective cover 5 made of a thin plate of plastic or corrosion-resistant metal are sequentially laminated and fixed.
JP16577886U 1986-10-30 1986-10-30 Expired JPH0340917Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16577886U JPH0340917Y2 (en) 1986-10-30 1986-10-30

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16577886U JPH0340917Y2 (en) 1986-10-30 1986-10-30

Publications (2)

Publication Number Publication Date
JPS6371250U JPS6371250U (en) 1988-05-13
JPH0340917Y2 true JPH0340917Y2 (en) 1991-08-28

Family

ID=31096128

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16577886U Expired JPH0340917Y2 (en) 1986-10-30 1986-10-30

Country Status (1)

Country Link
JP (1) JPH0340917Y2 (en)

Also Published As

Publication number Publication date
JPS6371250U (en) 1988-05-13

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