JPH0342113Y2 - - Google Patents

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Publication number
JPH0342113Y2
JPH0342113Y2 JP5804384U JP5804384U JPH0342113Y2 JP H0342113 Y2 JPH0342113 Y2 JP H0342113Y2 JP 5804384 U JP5804384 U JP 5804384U JP 5804384 U JP5804384 U JP 5804384U JP H0342113 Y2 JPH0342113 Y2 JP H0342113Y2
Authority
JP
Japan
Prior art keywords
cover plate
steel pipe
corrosion
bolts
auxiliary cover
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
JP5804384U
Other languages
Japanese (ja)
Other versions
JPS60169351U (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 JP5804384U priority Critical patent/JPS60169351U/en
Publication of JPS60169351U publication Critical patent/JPS60169351U/en
Application granted granted Critical
Publication of JPH0342113Y2 publication Critical patent/JPH0342113Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed explanation of the idea]

[技術分野] 本考案は、岸壁の護岸用の矢板として施工され
ている鋼管矢板を海水より防蝕化するための構造
に関するものである。 [背景技術] 岸壁の護岸用には鋼矢板が一般に施工されてい
るが、鋼矢板の代わりに円管状の鋼管の両側の外
面に連結片を突設して形成される鋼管矢板を用い
たことがある。そしてこの鋼管矢板は連結片の先
端同士を係合させて多数本を平行に連結すること
によつて岸壁に施工されているが、連結片の外面
と鋼管の半周面とは海水にさらされて腐食され易
く、特にスプラツシユゾーンと称される満潮と引
き潮との間の部分及び海水の飛沫がかかる部分は
海水の接触と空気の接触とが繰り返して生じるた
めに腐食が発生し易く、この部分において防蝕の
処理をおこなう必要がある。鋼矢板の場合におい
ては本出願人が特願昭58−66229号(特開昭59−
192135号公報)などにおいて提供した構造、すな
わち鋼矢板の表面にカバー板をボルト止めによつ
て取り付け、鋼矢板とカバー板との間に防蝕材を
充填して鋼矢板の防蝕をなす防蝕材がカバー板で
保護されるようにするなどして防蝕をおこなうこ
とができるが、鋼管矢板の場合にはその表面が曲
面を有して形成されているため、このような鋼矢
板における構造をそのまま適用することはでき
ず、鋼管矢板において簡単な構造でかつ確実な防
蝕がおこなえることが望まれているところであつ
た。 [考案の目的] 本考案は、上記の点に鑑みて為されたものであ
り、簡単な構造でかつ確実な防蝕をおこなうこと
のできる鋼管矢板の防蝕化構造を提供することを
目的とするものである。 [考案の開示] しかして本考案に係る鋼管矢板の防蝕化構造
は、鋼管1の両側側面より突出される連結片2同
士を結合して多数の鋼管1を左右に連続し、各連
結片2の外面側に上下複数のボルト3を突設した
取付具4を固着し、カバー板5の一側端部に取付
孔6を穿孔すると共に他側端部に結合片7を取り
付け、補助カバー板8の一側端部に取付孔9を穿
設すると共に他側端部に結合片10を取り付け、
このカバー板5と補助カバー板8とをカバー板5
と補助カバー板8の各結合片7,10を対向させ
た状態で鋼管1の両側の連結片2の間において鋼
管1の外面に配して、カバー板5の取付孔6と補
助カバー板8の取付孔9とをそれぞれ各連結片2
に取り付けた取付具4のボルト3に通し、両側端
部に連結孔11を穿設した連結カバー板12を隣
り合う鋼管1の間に配して上記ボルト3に連結孔
11を通し、ボルト3にナツト13を螺締すると
共に、カバー板5と補助カバー板8との両結合片
7,10に通したボルトナツト15によつて両結
合片7,10を結合させ、鋼管1及び連結片2と
カバー板5、補助カバー板8及び連結カバー板1
2との間に防蝕材14を充填させて成ることを特
徴とするものであり、かかる各カバー板5,8,
12を用いるようにして上記目的を達成したもの
であつて、以下本考案を実施例により詳述する。 鋼管矢板Aは円管状の鋼管1の両側外面より一
対の連結片2,2を突設して形成されるもので、
各連結片2の先端には係合部16が形成してあ
る。この鋼管矢板Aは連結片2の係合部16同士
を係合させることによつて多数本が連結され、こ
の状態で岸壁30に施工されている。 またカバー板5や補助カバー板8、連結カバー
板12はそれぞれガラス繊維強化熱可塑性樹脂、
特にガラス繊維強化熱可塑性樹脂のなかでもガラ
ス繊維強化塩化ビニル樹脂(FRV)の板で形成
されるのがよい。FRVは耐薬品性に優れており、
海水のような腐食性の液体に対する耐久性が良好
で、しかもガラス繊維が縦横に入つているため衝
撃に強くて割れにくい材料で、特に低温雰囲気で
も割れの心配がないという優れた特性を有し、さ
らには可撓性を有して曲げを容易におこなうこと
ができるという作業性にも優れている。そしてカ
バー板8、補助カバー板8、連結カバー板12と
してガラス繊維強化熱硬化性樹脂(FRP)の板
を用いることもできるが、次表に示すように
FRPの強度はFRVの強度と大差がなく、しかも
FRPはFRVよりも比重が高くて重く作業性が悪
いと共に、FRPは二次加工が事実上不可能であ
つて現場において切断等をおこなうことができな
いものであり、特に曲げ加工をおこなうことがで
きないものであつて鋼管1の曲面に沿わせるよう
な屈曲がおこなえず現場の状況に応じた鋼管1へ
の正確な取り付けができないなどの種々の欠点を
有するために、カバー板5や補助カバー板8、連
結カバー板12としてFRVを用いるようにする
のが好ましいものである。
[Technical Field] The present invention relates to a structure for making steel pipe sheet piles constructed as sheet piles for seawall protection against seawater corrosion. [Background technology] Steel sheet piles are generally constructed for the protection of quay walls, but instead of steel sheet piles, steel pipe sheet piles, which are formed by protruding connecting pieces on both sides of circular steel pipes, have been used. There is. This steel pipe sheet pile is constructed on the quay by connecting a large number of sheets in parallel by engaging the ends of the connecting pieces, but the outer surface of the connecting pieces and the half circumferential surface of the steel pipes are exposed to seawater. Corrosion is likely to occur, especially in the splash zone between high tide and low tide, and in areas where seawater is splashed, corrosion is likely to occur due to repeated contact with seawater and air. It is necessary to carry out anti-corrosion treatment. In the case of steel sheet piles, the applicant has filed Japanese Patent Application No. 58-66229
192135 Publication), in which a cover plate is attached to the surface of a steel sheet pile by bolts, and a corrosion-resistant material is filled between the steel sheet pile and the cover plate to protect the steel sheet pile from corrosion. Corrosion prevention can be achieved by protecting the pipe with a cover plate, but since the surface of steel pipe sheet piles is curved, the structure of such steel sheet piles cannot be applied as is. Therefore, it has been desired to have a simple structure and reliable corrosion protection for steel pipe sheet piles. [Purpose of the invention] The present invention was made in view of the above points, and its purpose is to provide a corrosion-resistant structure for steel pipe sheet piles that has a simple structure and can provide reliable corrosion protection. It is. [Disclosure of the invention] However, the corrosion-resistant structure of steel pipe sheet piles according to the invention connects the connecting pieces 2 protruding from both side surfaces of the steel pipes 1 to connect a large number of steel pipes 1 from side to side, and connects each connecting piece 2. A mounting tool 4 having a plurality of upper and lower bolts 3 protruding from the outer surface of the cover plate 5 is fixed, a mounting hole 6 is drilled in one end of the cover plate 5, and a connecting piece 7 is attached to the other end of the auxiliary cover plate. A mounting hole 9 is bored at one end of 8, and a connecting piece 10 is attached to the other end.
The cover plate 5 and the auxiliary cover plate 8 are
and the connecting pieces 7 and 10 of the auxiliary cover plate 8 are arranged on the outer surface of the steel pipe 1 between the connecting pieces 2 on both sides of the steel pipe 1, with the connecting pieces 7 and 10 of the auxiliary cover plate 8 facing each other, and the attachment holes 6 of the cover plate 5 and the auxiliary cover plate 8 are connected to each other. The mounting hole 9 of each connecting piece 2
A connecting cover plate 12 with connecting holes 11 bored at both ends is placed between adjacent steel pipes 1, and the connecting holes 11 are passed through the bolts 3, and the bolts 3 At the same time, the bolts and nuts 15 passed through both the connecting pieces 7 and 10 of the cover plate 5 and the auxiliary cover plate 8 are used to connect both connecting pieces 7 and 10, and the steel pipe 1 and the connecting piece 2 are connected. Cover plate 5, auxiliary cover plate 8 and connecting cover plate 1
2, a corrosion-resistant material 14 is filled between each cover plate 5, 8,
The above object has been achieved by using No. 12, and the present invention will be described in detail below with reference to Examples. The steel pipe sheet pile A is formed by protruding a pair of connecting pieces 2, 2 from the outer surfaces of both sides of a circular steel pipe 1.
An engaging portion 16 is formed at the tip of each connecting piece 2 . A large number of these steel pipe sheet piles A are connected by engaging the engaging portions 16 of the connecting pieces 2 with each other, and are installed on the quay wall 30 in this state. In addition, the cover plate 5, the auxiliary cover plate 8, and the connecting cover plate 12 are each made of glass fiber reinforced thermoplastic resin.
In particular, it is preferably formed from a plate of glass fiber reinforced vinyl chloride resin (FRV) among glass fiber reinforced thermoplastic resins. FRV has excellent chemical resistance,
It has good durability against corrosive liquids such as seawater, and because it has glass fibers in both sides, it is impact-resistant and hard to break.It has excellent properties such as not worrying about cracking even in low-temperature environments. Furthermore, it has excellent workability as it has flexibility and can be easily bent. Glass fiber reinforced thermosetting resin (FRP) plates can also be used as the cover plate 8, auxiliary cover plate 8, and connection cover plate 12, but as shown in the following table,
The strength of FRP is not much different from that of FRV, and
FRP has a higher specific gravity than FRV, is heavier, and has poor workability. FRP is virtually impossible to perform secondary processing, and cutting, etc. cannot be performed on site, and in particular, bending cannot be performed. The cover plate 5 and the auxiliary cover plate 8 have various drawbacks, such as being unable to bend to follow the curved surface of the steel pipe 1 and not being able to be accurately attached to the steel pipe 1 depending on the site situation. , it is preferable to use FRV as the connecting cover plate 12.

【表】【table】

【表】 そしてカバー板5は第3図に示すようにFRV
板17の一方の側端に断面L型のFRV製アング
ルで形成される固定片18を取り付け、FRV板
17の他方の側端に断面L型のFRV製アングル
で形成される結合片7を取り付けることによつて
形成してある。FRV板17に対して結合片7や
固定片18を固着させるにあたつては、FRV製
のフイルム間に電熱線をサンドイツチして形成さ
れるヒートテープ20をFRV板17と結合片7
や固定片18との間にはさみ、電熱線に通電する
ことによつてヒートテープ20を溶融させ、この
ヒートテープ20の溶融によつてFRV板17に
結合片7や固定片18を融着させておこなうこと
ができる。また結合片7や固定片18の立片には
結合孔21及び取付孔6が上下所定の一定間隔で
設けてあり、取付孔6は水平方向に長い長孔とし
て形成してある。また、補助カバー板8は第4図
に示すようにカバー板5の巾よりも巾が狭い
FRV板17の一方の側端に断面L型のFRV製ア
ングルで形成される固定片22を取り付け、
FRV板17の他方の側端部に断面L型のFRV製
アングルで形成される結合片10を取り付けるこ
とによつて形成してある。そして補助カバー板8
において結合片7より外側方にはFRV板17を
延長して重ね合わせ片29が形成してある。この
ものにあつてもFRV板17に対する結合片10
や固定片22の固着は上記と同様にしておこなう
ことができる。そして結合片10や固定片22の
立片には結合孔23や取付孔9が上下所定の一定
間隔で設けてあり、取付孔9は水平方向に長い長
孔として形成してある。さらに連結カバー板12
は第5図に示すようにFRV板17の両側端に連
結孔11を上下所定間隔で設けて形成されるもの
である。 しかして上記のように形成したカバー板5、補
助カバー板8、連結カバー板12を用いて、岸壁
30の護岸用に既設されている鋼管矢板Aの防蝕
の施工をおこなうにあたつては、まず鋼管矢板A
の表面に付着している海洋生物や錆など異物をス
クレーパーやケレンハンマーなどで除去する。次
に鋼管矢板Aの各連結片2の外面側にボルト3を
突設した取付具4を固着する。この取付具4は第
7図に示すように上下に長尺の金属性フラツトバ
ー24の表面に取付孔6,9や連結孔11と同じ
上下間隔で金属性ナツト25を熔接固着すると共
にFRPなど樹脂で形成したボルト3をこのナツ
ト25に螺合し、各ボルト3の上下部分に熔接用
孔26を穿設して形成されているもので、連結カ
バー板12の両側の連結孔11に裏側からボルト
3を挿入することによつて連結カバー板12の背
面両側に一対の取付具4,4を連結カバー板12
に対して位置合わせした状態で配し、この状態の
まま取付具4,4を連結カバー板12とともに鋼
管矢板Aの鋼管1,1間に持つてきて連結カバー
板12で位置決めをしつつ取付具4の上端と下端
とを連結片2に熔接して仮止めし、そして連結カ
バー板12を外したのちに熔接用孔26の内周縁
に熔接をおこなうことによつて連結片2への取付
具4の固定をおこなうものである。 このように各連結片2に取付具4を固着したの
ち、鋼管矢板Aの連結片2の外面から連結片2よ
り外側における鋼管1の外面に亘つてパテ状等の
防蝕材14を塗布する。この防蝕材14としては
ペトロラタムを主成分とするものをもちいるのが
よい。ペトロラタムは原油より減圧蒸留すること
によつて分離されたワセリンの一種で、白色また
は褐色の半透明ゼリー状物質であつて、主成分は
炭素数16〜32のパラフイン系及びオレフイン系の
炭化水素であり、比重は0.85〜0.88、融点は40゜C
前後である。このペトロラタムは半永久的に蒸発
もしくは硬化しない性質を有し、金属の表面に塗
布すると常時粘性を保つ防蝕層が半永久的に形成
され、この防蝕層は振動や衝撃によるクラツクや
ピンホール、日光やオゾンによる劣化がなく、鋼
管矢板Aと海水や空気中の酸素とをこの防蝕層で
完全に遮断することで、腐食の物理的発生原因を
完全に除くことができるものである。そしてこの
ペトロラタムに発錆防止剤、タンニン、不活性シ
リカ等を添加してパテ状に固形化したり、または
不織布に含浸させてシート状やテープ状にしたり
して防蝕材14を形成するのである。上記タンニ
ンはフエノール化合物の混合体で、このタンニン
が鉄と接すると鉄の表面にタンニン酸鉄と呼ばれ
る固いち密な皮膜を形成し、錆の進行を阻止する
特性を有する。 上記のように防蝕材14の塗布をおこなつたの
ち、カバー板5と補助カバー板8とをそれぞれの
結合片7,10の結合孔21,23に通したボル
トナツト15を緩く締めておくことによつて両結
合片7,10間に隙間を生じさせておく状態で仮
連結しておき、このカバー板5と補助カバー板8
とを鋼管1の外面側に配し、カバー板5の固定片
18に設けた取付孔6と補助カバー板8の固定片
22に設けた取付孔9とを鋼管1の両側の連結片
2,2の取付具4,4のボルト3に通す。同様に
して他の鋼管1にもカバー板5や補助カバー板8
を配すようにする。このとき、補助カバー板8の
重ね合わせ片29はカバー板5の裏側に重ねられ
ている。こののち連結カバー板12を隣り合う鋼
管1,1の間に配して、連結カバー板12の両側
の連結孔11,11をそれぞれカバー板5の固定
片18や補助カバー板8の固定片22の外側から
ボルト3,3に通す。そしてさらに取付具4のボ
ルト3と同じ間隔で上下複数の通孔27を穿設し
てFRV板によつて第6図のように形成したスペ
ーサー板28を各取付具4において連結カバー板
12の外側に配して、ボルト3に通孔27を通
し、この外側からFRVなど樹脂材で形成したナ
ツト13を各ボルト3に螺合し、ナツト13を締
め付けることによつて取付具4に対するカバー板
5、補助カバー板8、連結カバー板12の固定を
おこなう。このように取付具4に対する固定をお
こなつたのちに、カバー板5と補助カバー板8の
結合片7,10の結合孔21,23に通して緩く
螺合しておいたボルトナツト15を締め付け、結
合片7,10を介してカバー板5と補助カバー板
8とを結合させる。このようにボルトナツト15
を締める際に、結合片7,10はボルトナツト1
5の締め付けに従つて互いに引き寄せられること
になり、この結果カバー板5と補助カバー板8と
には引張り力が働いて、鋼管1の曲面に沿つてカ
バー板5と補助カバー板8とが屈曲されると共に
このカバー板5と補助カバー板8は防蝕材14に
密着することになる。また、各鋼管矢板Aを連結
片2,2の係合部16,16による係合によつて
連結する場合、係合部16,16の係合深さの誤
差によつて隣り合う鋼管矢板Aの鋼管1,1間の
距離が一定にならないことになり、連結カバー板
12によつて位置決めされた状態で連結片2に取
り付けられる取付具4においては、鋼管矢板Aの
両側の連結片2,2に取り付けられる取付具4,
4間の間隔寸法が一定にならないことになる。従
つてこのときには取付具4に対するカバー板5と
補助カバー板8の取り付け位置に誤差が生じるこ
とになる。そこでカバー板5や補助カバー板8の
固定片18,22の取付孔6,9は上記したよう
に水平方向に長い長孔として形成してあるもので
あつて、この取付具4の位置の狂いを長孔である
取付孔6,9によつて吸収し、カバー板5や補助
カバー板8の取り付けに支障が生じないようにし
てある。 このようにカバー板5、補助カバー板8及び連
結カバー板12の取り付けをおこなつたのち、防
水パテをナツト13やボルトナツト15に塗布し
てこの部分における防水をおこなうと共に、カバ
ー板5、補助カバー板8、連結カバー板12の上
端縁及び下端縁と鋼管1の外面との間に防水パテ
を充填してこの部分から海水が浸入することを防
止し、仕上げをおこなう。このものにあつて、鋼
管矢板Aの外面は防蝕材14によつて覆われて腐
食が生じることを防止され、また防蝕材14はカ
バー板5、補助カバー板8及び連結カバー板12
によつて保護され海水によつて洗い流されること
が防止される。 [考案の効果] 上述のように本考案にあつては、鋼管及び連結
片とカバー板、補助カバー板及び連結カバー板と
の間に防蝕材を充填させてあるために、鋼管矢板
の外面を防蝕材によつて防蝕することができると
共に防蝕材が海水によつて洗い流されることをカ
バー板、補助カバー板及び連結カバー板で防止で
きるものである。また鋼管矢板へのカバー板、補
助カバー板及び連結カバー板の取り付けにあたつ
ては、鋼管の両側側面より突出される各連結片の
外面側に上下複数のボルトを突設した取付具を固
着し、カバー板の一側端部に取付孔を穿孔すると
共に補助カバー板の一側端部に取付孔を穿設し、
このカバー板と補助カバー板とを鋼管の両側の連
結片の間において鋼管の外面に配して、カバー板
の取付孔と補助カバー板の取付孔とをそれぞれ各
連結片に取り付けた取付具のボルトに通し、両側
端部に連結孔を穿設した連結カバー板を隣り合う
鋼管の間に配して上記ボルトに連結孔を通し、ボ
ルトにナツトを螺締するようにしたので、岸壁に
既設されている鋼管矢板に特に加工などを施すよ
うな必要なく取付具を鋼管矢板の連結具に取り付
けるだけでカバー板、補助カバー板及び連結カバ
ー板の取り付けの施工をおこなうことができるも
のであり、しかも鋼管矢板の鋼管部分を覆う板と
してカバー板と補助カバー板との2枚の板を用
い、カバー板と補助カバー板のそれぞれの端部の
外面に結合片を取り付け、両結合片に通したボル
トナツトによつて両結合片を結合させることでカ
バー板と補助カバー板とを結合させるようにした
ので、ボルトナツトによる締め付けでカバー板と
補助カバー板とに引張力を与えてカバー板と補助
カバー板とを鋼管の曲面に正確に沿わせることが
でき、鋼管矢板の鋼管へのカバー板や補助カバー
板の正確な取り付けをおこなうことができるもの
である。
[Table] And the cover plate 5 is attached to the FRV as shown in Fig. 3.
A fixing piece 18 made of an FRV angle with an L-shaped cross section is attached to one side end of the plate 17, and a connecting piece 7 made of an FRV angle with an L-shaped cross section is attached to the other side end of the FRV plate 17. It is formed by When fixing the coupling piece 7 and the fixing piece 18 to the FRV board 17, heat tape 20 formed by sandwiching a heating wire between FRV films is attached to the FRV plate 17 and the fixing piece 18.
and the fixing piece 18 and melting the heat tape 20 by applying electricity to the heating wire, and the melting of the heat tape 20 fuses the coupling piece 7 and the fixing piece 18 to the FRV board 17. It can be done by Further, coupling holes 21 and attachment holes 6 are provided in the vertical pieces of the coupling piece 7 and the fixing piece 18 at predetermined regular intervals above and below, and the attachment holes 6 are formed as elongated holes that are elongated in the horizontal direction. Further, the width of the auxiliary cover plate 8 is narrower than that of the cover plate 5, as shown in FIG.
A fixing piece 22 formed of an FRV angle with an L-shaped cross section is attached to one side end of the FRV plate 17.
It is formed by attaching a connecting piece 10 formed of an FRV angle having an L-shaped cross section to the other side end of the FRV plate 17. and auxiliary cover plate 8
An overlapping piece 29 is formed by extending the FRV plate 17 outward from the connecting piece 7. Even in this case, the connecting piece 10 for the FRV plate 17
The fastening of the fixing piece 22 can be carried out in the same manner as described above. The vertical pieces of the coupling piece 10 and the fixing piece 22 are provided with coupling holes 23 and attachment holes 9 at predetermined intervals above and below, and the attachment holes 9 are formed as elongated holes extending in the horizontal direction. Furthermore, the connecting cover plate 12
As shown in FIG. 5, connecting holes 11 are formed at both ends of an FRV plate 17 at predetermined intervals vertically. Therefore, when carrying out the corrosion protection construction of the steel pipe sheet pile A that is already installed for the revetment of the quay wall 30 using the cover plate 5, the auxiliary cover plate 8, and the connecting cover plate 12 formed as described above, First, steel pipe sheet pile A
Remove foreign substances such as marine organisms and rust from the surface using a scraper or hammer. Next, a fixture 4 having bolts 3 protruding from each connecting piece 2 of the steel pipe sheet pile A is fixed to the outer surface side. As shown in FIG. 7, this mounting tool 4 is made by welding and fixing metal nuts 25 to the surface of a vertically elongated metal flat bar 24 at the same vertical spacing as the mounting holes 6 and 9 and the connecting hole 11, and also using a resin such as FRP. The bolts 3 formed in the above are screwed into the nuts 25, and welding holes 26 are bored in the upper and lower parts of each bolt 3. By inserting bolts 3, a pair of fixtures 4, 4 are attached to both sides of the rear surface of the connecting cover plate 12.
In this state, bring the fittings 4, 4 together with the connecting cover plate 12 between the steel pipes 1, 1 of the steel pipe sheet pile A, and while positioning them with the connecting cover plate 12, place the fittings The upper and lower ends of 4 are temporarily welded to the connecting piece 2, and after removing the connecting cover plate 12, the inner peripheral edge of the welding hole 26 is welded to attach the fitting to the connecting piece 2. 4 is fixed. After fixing the fixture 4 to each connecting piece 2 in this manner, a corrosion-resistant material 14 such as putty is applied from the outer surface of the connecting piece 2 of the steel pipe sheet pile A to the outer surface of the steel pipe 1 outside the connecting piece 2. As this corrosion-resistant material 14, it is preferable to use a material whose main component is petrolatum. Petrolatum is a type of petrolatum separated from crude oil by vacuum distillation, and is a white or brown translucent jelly-like substance whose main components are paraffinic and olefinic hydrocarbons with 16 to 32 carbon atoms. Yes, specific gravity is 0.85-0.88, melting point is 40°C
Before and after. Petrolatum has the property of not evaporating or hardening semi-permanently, and when applied to the surface of metal, it forms a semi-permanent corrosion-resistant layer that maintains viscosity at all times. By completely blocking the steel pipe sheet pile A from seawater and oxygen in the air with this anti-corrosion layer, the physical causes of corrosion can be completely eliminated. The anticorrosive material 14 is then formed by adding a rust inhibitor, tannin, inert silica, etc. to this petrolatum and solidifying it into a putty, or by impregnating it into a nonwoven fabric and making it into a sheet or tape. The tannin is a mixture of phenolic compounds, and when it comes into contact with iron, it forms a hard, dense film called iron tannate on the surface of the iron, which has the property of inhibiting the progress of rust. After applying the anti-corrosion material 14 as described above, the bolts and nuts 15 that connect the cover plate 5 and the auxiliary cover plate 8 through the coupling holes 21 and 23 of the respective coupling pieces 7 and 10 are loosely tightened. Therefore, the connecting pieces 7 and 10 are temporarily connected with a gap between them, and the cover plate 5 and the auxiliary cover plate 8 are connected.
are arranged on the outer surface side of the steel pipe 1, and the mounting holes 6 provided in the fixed piece 18 of the cover plate 5 and the mounting holes 9 provided in the fixed piece 22 of the auxiliary cover plate 8 are connected to the connecting pieces 2 on both sides of the steel pipe 1, Pass it through the bolt 3 of the fixtures 4 and 4 of No. 2. Similarly, other steel pipes 1 are covered with cover plates 5 and auxiliary cover plates 8.
be arranged. At this time, the overlapping piece 29 of the auxiliary cover plate 8 is overlaid on the back side of the cover plate 5. After that, the connecting cover plate 12 is arranged between the adjacent steel pipes 1, 1, and the connecting holes 11, 11 on both sides of the connecting cover plate 12 are connected to the fixing pieces 18 of the cover plate 5 and the fixing pieces 22 of the auxiliary cover plate 8, respectively. Pass it through bolts 3 and 3 from the outside. Furthermore, a plurality of upper and lower through holes 27 are bored at the same intervals as the bolts 3 of the fixture 4, and a spacer plate 28 formed of an FRV board as shown in FIG. The bolts 3 are placed on the outside through holes 27, and nuts 13 made of a resin material such as FRV are screwed onto each bolt 3 from the outside. By tightening the nuts 13, the cover plate for the fixture 4 is installed. 5. Fix the auxiliary cover plate 8 and the connecting cover plate 12. After fixing to the fixture 4 in this way, tighten the bolts and nuts 15 that have been loosely screwed together through the coupling holes 21 and 23 of the coupling pieces 7 and 10 of the cover plate 5 and the auxiliary cover plate 8, The cover plate 5 and the auxiliary cover plate 8 are coupled via the coupling pieces 7 and 10. Bolt nuts 15 like this
When tightening the bolts and nuts 1, the connecting pieces 7 and 10
5, the cover plate 5 and the auxiliary cover plate 8 are pulled together, and as a result, a tensile force acts on the cover plate 5 and the auxiliary cover plate 8, causing the cover plate 5 and the auxiliary cover plate 8 to bend along the curved surface of the steel pipe 1. At the same time, the cover plate 5 and the auxiliary cover plate 8 come into close contact with the corrosion-resistant material 14. In addition, when each steel pipe sheet pile A is connected by engagement by the engaging parts 16, 16 of the connecting pieces 2, 2, adjacent steel pipe sheet piles A As a result, the distance between the steel pipes 1 and 1 is not constant, and in the fixture 4 that is attached to the connecting piece 2 while being positioned by the connecting cover plate 12, the connecting pieces 2, 1 on both sides of the steel pipe sheet pile A, a mounting fixture 4 attached to 2;
This means that the distance between the four spaces will not be constant. Therefore, in this case, an error will occur in the mounting positions of the cover plate 5 and the auxiliary cover plate 8 with respect to the fixture 4. Therefore, the mounting holes 6 and 9 of the fixing pieces 18 and 22 of the cover plate 5 and the auxiliary cover plate 8 are formed as horizontally long elongated holes as described above, so that the mounting holes 6 and 9 of the fixing pieces 18 and 22 of the cover plate 5 and the auxiliary cover plate 8 are formed as long holes in the horizontal direction. This is absorbed by the mounting holes 6 and 9, which are elongated holes, so that there is no problem in mounting the cover plate 5 and the auxiliary cover plate 8. After installing the cover plate 5, the auxiliary cover plate 8, and the connecting cover plate 12 in this way, waterproof putty is applied to the nuts 13 and bolt nuts 15 to waterproof these parts, and the cover plate 5 and the auxiliary cover are Waterproof putty is filled between the upper and lower edges of the plate 8 and the connecting cover plate 12 and the outer surface of the steel pipe 1 to prevent seawater from entering from these areas, and finishing is performed. In this case, the outer surface of the steel pipe sheet pile A is covered with a corrosion-resistant material 14 to prevent corrosion.
protected by water and prevented from being washed away by seawater. [Effects of the invention] As described above, in the present invention, since the corrosion-resistant material is filled between the steel pipes and the connecting piece and the cover plate, the auxiliary cover plate, and the connecting cover plate, the outer surface of the steel pipe sheet pile is Corrosion can be prevented by the corrosion-resistant material, and the cover plate, auxiliary cover plate, and connecting cover plate can prevent the corrosion-resistant material from being washed away by seawater. In addition, when attaching the cover plate, auxiliary cover plate, and connecting cover plate to the steel pipe sheet pile, fix the mounting fixtures with multiple upper and lower bolts protruding from the outer surface of each connecting piece that protrudes from both sides of the steel pipe. and drilling a mounting hole in one end of the cover plate and drilling a mounting hole in one end of the auxiliary cover plate,
This cover plate and the auxiliary cover plate are arranged on the outer surface of the steel pipe between the connecting pieces on both sides of the steel pipe, and the mounting holes of the cover plate and the mounting holes of the auxiliary cover plate are connected to the fittings attached to each connecting piece. A connecting cover plate with connecting holes drilled through the bolts at both ends was placed between adjacent steel pipes, the connecting holes were passed through the bolts, and nuts were screwed onto the bolts. It is possible to install the cover plate, auxiliary cover plate, and connecting cover plate by simply attaching the fitting to the connecting tool of the steel pipe sheet pile without the need to perform any special processing on the steel pipe sheet pile. Moreover, two plates, a cover plate and an auxiliary cover plate, were used as plates to cover the steel pipe portion of the steel pipe sheet pile, and connecting pieces were attached to the outer surfaces of the ends of each of the cover plate and the auxiliary cover plate, and the connecting pieces were passed through both of the connecting pieces. Since the cover plate and the auxiliary cover plate are connected by connecting both connecting pieces with bolts and nuts, tension is applied to the cover plate and the auxiliary cover plate by tightening the bolts and nuts, and the cover plate and the auxiliary cover plate are tightened. The cover plates and auxiliary cover plates can be accurately attached to the steel pipes of the steel pipe sheet piles.

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

第1図は本考案の一実施例の一部切欠斜視図、
第2図は同上の平断面図、第3図a,bは同上に
用いるカバー板の正面図と平断面図、第4図a,
bは同上に用いる補助カバー板の正面図と平断面
図、第5図は同上に用いる連結カバー板の正面
図、第6図は同上に用いるスペーサー板の正面
図、第7図a,bは同上に用いる取付具の正面図
と拡大平面図である。 1は鋼管、2は連結片、3はボルト、4は取付
具、5はカバー板、6は取付孔、7は結合片、8
は補助カバー板、9は取付孔、10は結合片、1
1は連結孔、12は連結カバー板、13はナツ
ト、14は防蝕材、15はボルトナツトである。
FIG. 1 is a partially cutaway perspective view of an embodiment of the present invention;
Fig. 2 is a plan sectional view of the same as above, Fig. 3 a and b are a front view and plan sectional view of the cover plate used in the above, Fig. 4 a,
Fig. 5 is a front view of a connecting cover plate used in the above, Fig. 6 is a front view of a spacer plate used in the same, and Fig. 7 a and b are a front view of the auxiliary cover plate used in the same. FIG. 2 is a front view and an enlarged plan view of a fixture used in the same as above. 1 is a steel pipe, 2 is a connecting piece, 3 is a bolt, 4 is a fitting, 5 is a cover plate, 6 is a mounting hole, 7 is a connecting piece, 8
is an auxiliary cover plate, 9 is a mounting hole, 10 is a connecting piece, 1
1 is a connecting hole, 12 is a connecting cover plate, 13 is a nut, 14 is a corrosion-resistant material, and 15 is a bolt/nut.

Claims (1)

【実用新案登録請求の範囲】 (1) 鋼管の両側側面より突出される連結片同士を
結合して多数の鋼管を左右に連結し、各連結片
の外面側に上下複数のボルトを突設した取付具
を固着し、カバー板の一側端部に取付孔を穿孔
すると共に他側端部表面側に結合片を取り付
け、補助カバー板の一側端部に取付孔を穿設す
ると共に他側端部表面側に結合片を取り付け、
このカバー板と補助カバー板とをカバー板と補
助カバー板の各結合片を対向させた状態で鋼管
の両側の連結片の間において鋼管の外面に配し
て、カバー板の取付孔と補助カバー板の取付孔
とをそれぞれ各連結片に取り付けた取付具のボ
ルトに通し、両側端部に連結孔を穿設した連結
カバー板を隣り合う鋼管の間に配して上記ボル
トに連結孔を通し、ボルトにナツトを螺締する
と共に、カバー板と補助カバー板との両結合片
に通したボルトナツトによつて両結合片を結合
させ、鋼管及び連結片とカバー板、補助カバー
板及び連結カバー板との間に防蝕材を充填させ
て成る鋼管矢板の防蝕化構造。 (2) カバー板、補助カバー板及び連結カバー板は
それぞれガラス繊維強化熱可塑性樹脂によつて
形成されている実用新案登録請求の範囲第1項
記載の鋼管矢板の防蝕化構造。 (3) ガラス繊維強化熱可塑性樹脂がガラス繊維強
化塩化ビニル樹脂である実用新案登録請求の範
囲第2項記載の鋼管矢板の防蝕化構造。 (4) 防蝕材の主成分がペトロラタムである実用新
案登録請求の範囲第1項乃至第3項のいずれか
に記載の鋼管矢板の防蝕化構造。
[Scope of Claim for Utility Model Registration] (1) A large number of steel pipes are connected from side to side by connecting the connecting pieces protruding from both side surfaces of the steel pipes, and a plurality of bolts are provided above and below protruding from the outer surface of each connecting piece. Fix the mounting bracket, drill a mounting hole in one end of the cover plate, and attach a coupling piece to the surface side of the other end, drill a mounting hole in one end of the auxiliary cover plate, and then drill a mounting hole in the other end. Attach the connecting piece to the end surface side,
The cover plate and the auxiliary cover plate are arranged on the outer surface of the steel pipe between the connecting pieces on both sides of the steel pipe with the connecting pieces of the cover plate and the auxiliary cover plate facing each other, and the attachment hole of the cover plate and the auxiliary cover Pass the mounting holes of the plates through the bolts of the fixtures attached to each connecting piece, place a connecting cover plate with connecting holes drilled at both ends between adjacent steel pipes, and pass the connecting holes through the bolts. , At the same time as screwing nuts onto the bolts, the bolts and nuts passed through both the connecting pieces of the cover plate and the auxiliary cover plate are used to connect both connecting pieces, and the steel pipe and the connecting piece are connected to the cover plate, the auxiliary cover plate, and the connecting cover plate. A corrosion-resistant structure of steel pipe sheet piles with a corrosion-resistant material filled between them. (2) The corrosion-resistant steel pipe sheet pile structure according to claim 1, wherein the cover plate, the auxiliary cover plate, and the connecting cover plate are each made of glass fiber-reinforced thermoplastic resin. (3) The corrosion-resistant structure of steel pipe sheet piles according to claim 2, wherein the glass fiber-reinforced thermoplastic resin is a glass fiber-reinforced vinyl chloride resin. (4) The corrosion-resistant structure of steel pipe sheet piles according to any one of claims 1 to 3 of the utility model registration claim, wherein the main component of the corrosion-resistant material is petrolatum.
JP5804384U 1984-04-19 1984-04-19 Corrosion-resistant structure of steel pipe sheet piles Granted JPS60169351U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5804384U JPS60169351U (en) 1984-04-19 1984-04-19 Corrosion-resistant structure of steel pipe sheet piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5804384U JPS60169351U (en) 1984-04-19 1984-04-19 Corrosion-resistant structure of steel pipe sheet piles

Publications (2)

Publication Number Publication Date
JPS60169351U JPS60169351U (en) 1985-11-09
JPH0342113Y2 true JPH0342113Y2 (en) 1991-09-04

Family

ID=30583162

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5804384U Granted JPS60169351U (en) 1984-04-19 1984-04-19 Corrosion-resistant structure of steel pipe sheet piles

Country Status (1)

Country Link
JP (1) JPS60169351U (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5675474B2 (en) * 2011-04-15 2015-02-25 新日鐵住金株式会社 Corrosion prevention structure and corrosion prevention method for steel pipe sheet pile wall
JP6242070B2 (en) * 2013-04-18 2017-12-06 新日鐵住金株式会社 Steel sheet pile or steel pipe sheet pile anticorrosion structure
JP6226270B2 (en) * 2013-11-11 2017-11-08 株式会社ダイトー Anti-corrosion cover mounting structure
JP5942028B1 (en) * 2015-09-14 2016-06-29 日鉄住金防蝕株式会社 Steel sheet pile or steel pipe sheet pile anticorrosion structure

Also Published As

Publication number Publication date
JPS60169351U (en) 1985-11-09

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