JPS6227210B2 - - Google Patents

Info

Publication number
JPS6227210B2
JPS6227210B2 JP58066229A JP6622983A JPS6227210B2 JP S6227210 B2 JPS6227210 B2 JP S6227210B2 JP 58066229 A JP58066229 A JP 58066229A JP 6622983 A JP6622983 A JP 6622983A JP S6227210 B2 JPS6227210 B2 JP S6227210B2
Authority
JP
Japan
Prior art keywords
steel sheet
corrosion
sheet pile
cover plate
flat bar
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
JP58066229A
Other languages
Japanese (ja)
Other versions
JPS59192135A (en
Inventor
Kyoharu Hayashi
Nobuo Motoie
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.)
DAIKYO KK
Original Assignee
DAIKYO KK
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 DAIKYO KK filed Critical DAIKYO KK
Priority to JP6622983A priority Critical patent/JPS59192135A/en
Publication of JPS59192135A publication Critical patent/JPS59192135A/en
Publication of JPS6227210B2 publication Critical patent/JPS6227210B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/06Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against corrosion by soil or water

Description

【発明の詳細な説明】[Detailed description of the invention]

〔技術分野〕 本発明は、岸壁の護岸用の矢板として施工され
ている鋼矢板の防蝕化構造に関するものである。 〔背景技術〕 岸壁の護岸用の矢板として鋼矢板が一般に施工
されているが、この鋼矢板は海水にさらされて腐
蝕され易く、特にスプラツシユゾーンと称される
満潮と引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中の酸素の接触とが繰り
返して生じるために腐蝕が発生し易く、この部分
において防蝕の処理を行なう必要がある。そこで
従来は、ガラス繊維強化セメントの板(GRC
板)を鋼矢板の表面に取付けてこのGRC板と鋼
矢板との間にモルタルを流し込むことにより、鋼
矢板が海水にさらされないようにして防蝕を行な
うようにしていた。しかしながらGRC板は比重
が1.9〜2.3と高くて重量があり、海中や海上とい
うような困難な条件下に行なわれる鋼矢板への
GRC板の取付けの作業がすこぶる困難であると
いう問題があり、また現場でモルタルを調製して
流し込むという作業が必要であるために現場に大
がかりな装置類を持ち込まなければならず作業が
大がかりになつてしまうという問題もあつた。加
えてGRC板は二枚加工が事実上不可能で現場に
おいて切断や穴あけの作業を行なうことはでき
ず、現場の状況に応じた取付けを正確に行なうこ
とが困難であると共に補修を行なうこともできな
いという問題も有するものであつた。 〔発明の目的〕 本発明は上記の点に鑑みてなされたものであつ
て、大がかりな装置を用いるような必要なく、し
かも作業が容易に行なえる鋼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。 〔発明の開示〕 しかして本発明に係る鋼矢板の防蝕化構造は、
フラツトバー17の表側にボルト2を突設して取
付具3を形成すると共にフラツトバー17に溶接
用孔18を穿設し、鋼矢板1の表面にフラツトバ
ー17を配設して溶接用18孔の内周縁に施した
溶接で鋼矢板1に取付具3を固着し、ガラス繊維
強化熱可塑性樹脂により形成されたカバー板4を
鋼矢板1の表面とカバー板4の裏面との間に防蝕
材5が挾着される状態で鋼矢板1の表面に重ね、
カバー板4に形成した通孔6に上記ボルト2を通
してナツト7をボルト2に締結して成ることを特
徴とするものを第1の発明とし、フラツトバー1
7の表側にボルト2を突設して取付具3を形成す
ると共にフラツトバー17に溶接用孔18を穿設
し、並列して複数枚接続される鋼矢板1,1…の
表面にフラツトバー17を配設して溶接用孔18
の内周縁に施した溶接で鋼矢板1に取付具3を固
着し、ガラス繊維強化熱可塑性樹脂により形成さ
れた複数枚のカバー板4,4…を鋼矢板1の表面
とカバー板4の裏面との間に防蝕材5が挾着され
る状態で各鋼矢板1の表面に重ね、各カバー板4
の側端部に通孔6を穿孔して、相隣合うカバー板
4,4の側端部同士を重ねて両カバー板4,4の
通孔6,6を対応する上記ボルト2に通すと共に
このボルト2にナツト7を締結して成ることを特
徴とするものを第2の発明とするものであり、か
かる構成によつて上記目的を達成したものであつ
て、以下本発明を実施例により詳述する。 本発明においてはカバー板4としてはガラス繊
維強化熱可塑性樹脂で形成したものを用いるもの
であり、ガラス繊維強化熱可塑性樹脂の中でもガ
ラス繊維強化塩化ビニル樹脂(FRV)を用いる
のが最も好ましい。FRVは耐薬品性に優れてお
り、海水のような腐蝕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
気でも割れの心配はないものである。ここで、カ
バー板4としてはガラス繊維強化熱硬化性樹脂
(FRP)で形成したものを用いることも可能では
あるが、次表に示すようにFRPの強度はFRVと
大差はなく、しかもFRPはFRVよりも比重が高
くて重く作業性が不良であると共に、FRPを成
形する作業性が悪く高価になること、加えて
FRPは二次加工が事実上不可能であつて現場に
おいて切断や穴あけの作業ができず、現場の状況
に応じた保護カバーの取付けを正確に行なうこと
が難しいと共に補修を行なうこともできないとい
う種々の欠点を有するため、本発明ではカバー板
4をFRVを代表例として挙げるガラス繊維強化
熱可塑性樹脂で形成するものである。
[Technical Field] The present invention relates to a corrosion-resistant structure for steel sheet piles constructed as sheet piles for revetment of quay walls. [Background technology] Steel sheet piles are generally constructed as sheet piles for quay wall protection, but these steel sheet piles are susceptible to corrosion when exposed to seawater, especially in the area between high tide and low tide called the splash zone. Corrosion is likely to occur in areas exposed to seawater splashes due to repeated contact with seawater and oxygen in the air, and it is therefore necessary to perform anti-corrosion treatment on these areas. Therefore, conventionally, glass fiber reinforced cement plates (GRC
The steel sheet piles were installed on the surface of the steel sheet piles and mortar was poured between the GRC plates and the steel sheet piles to prevent the steel sheet piles from being exposed to seawater and provide corrosion protection. However, GRC plates have a high specific gravity of 1.9 to 2.3 and are heavy, so they are used to make steel sheet piles under difficult conditions such as underwater and offshore environments.
There is a problem in that the work of installing GRC boards is extremely difficult, and since it is necessary to prepare and pour mortar on-site, large-scale equipment must be brought to the site, making the work large-scale. There was also the problem that the In addition, it is virtually impossible to process GRC boards in two pieces, making it impossible to cut or drill holes on site, making it difficult to install them accurately according to the site conditions, and making repairs difficult. There was also the problem that it could not be done. [Object of the Invention] The present invention has been made in view of the above points, and an object of the present invention is to provide a corrosion-resistant structure for steel sheet piles that does not require the use of large-scale equipment and can be easily worked. That is. [Disclosure of the Invention] However, the corrosion-resistant structure of steel sheet piles according to the present invention has the following features:
A bolt 2 is provided protruding from the front side of the flat bar 17 to form a fixture 3, and a welding hole 18 is bored in the flat bar 17. The flat bar 17 is provided on the surface of the steel sheet pile 1 and the inside of the welding hole 18 is formed. The fixture 3 is fixed to the steel sheet pile 1 by welding on the periphery, and the cover plate 4 made of glass fiber reinforced thermoplastic resin is placed between the front surface of the steel sheet pile 1 and the back surface of the cover plate 4 with a corrosion-resistant material 5. Lay it on the surface of the steel sheet pile 1 in a clamped state,
The first invention is characterized in that the bolt 2 is passed through a through hole 6 formed in the cover plate 4 and a nut 7 is fastened to the bolt 2.
At the same time, a bolt 2 is provided protruding from the front side of the steel plate 7 to form a fixture 3, and a welding hole 18 is bored in the flat bar 17. Welding hole 18
The fixture 3 is fixed to the steel sheet pile 1 by welding on the inner peripheral edge of the steel sheet pile 1, and a plurality of cover plates 4, 4, . The cover plates 4 are stacked on the surface of each steel sheet pile 1 with the corrosion-resistant material 5 clamped between them.
A through hole 6 is bored in the side end of the cover plate 4, and the side ends of the adjacent cover plates 4, 4 are overlapped, and the through hole 6, 6 of both cover plates 4, 4 is passed through the corresponding bolt 2. The second invention is characterized in that a nut 7 is fastened to the bolt 2, and the above object is achieved with this configuration. Explain in detail. In the present invention, the cover plate 4 is made of a glass fiber reinforced thermoplastic resin, and among the glass fiber reinforced thermoplastic resins, glass fiber reinforced vinyl chloride resin (FRV) is most preferably used. FRV has excellent chemical resistance, and has good durability against corrosive liquids such as seawater.Furthermore, because it has glass fibers in its length and width, it is a material that is strong against impact and does not easily crack, especially in low-temperature environments. There is nothing to worry about. Here, it is possible to use a cover plate 4 made of glass fiber reinforced thermosetting resin (FRP), but as shown in the following table, the strength of FRP is not much different from that of FRV, and FRP is It has a higher specific gravity than FRV, is heavier, has poor workability, and has poor workability and is expensive when molding FRP.
FRP is virtually impossible to perform secondary processing, cutting or drilling on site is not possible, it is difficult to accurately install protective covers depending on the site conditions, and repairs are not possible. Therefore, in the present invention, the cover plate 4 is formed of a glass fiber-reinforced thermoplastic resin, of which FRV is a representative example.

〔発明の効果〕〔Effect of the invention〕

上述のように本発明によれば、ガラス繊維強化
熱可塑性樹脂により形成したカバー板で鋼矢板の
表面に防蝕材を押えるようにしているので、ガラ
ス繊維強化熱可塑性樹脂製のカバー板は従来例に
おけるGRC板よりもきわめて軽く、海中や海面
という困難な状況下に行なわれるカバー板の取付
けの作業が容易に行なえると共に、従来例におけ
るモルタルを流し込む場合のような大がかりな設
備を現場に持ち込むような必要がないものであ
る。また、ガラス繊維強化熱可塑性樹脂で形成し
たカバー板は柔軟性を有していて防蝕材と容易に
密着すると共に、ガラス繊維強化熱可塑性樹脂は
切断や穴あけ加工等が容易で施工現場において現
場の必要に応じた加工や補修を容易に行なうこと
ができるものであり、もつて防蝕材を保護するカ
バー板の鋼矢板への取付け施工を正確に行なうこ
とができて防蝕材が海水で流出することを確実に
防止することができるものであり、さらに表側に
ボルトを突設した取付具を鋼矢板の表面に固着
し、この取付具のボルトでカバー板の取付けを行
なうものであるから、岸壁に既設された鋼矢板に
何ら特別な加工を施したりする必要なく鋼矢板へ
のカバー板の取付けが行なえるものである。ま
た、鋼矢板に取付具のフラツトバーを溶接で固着
するにあたつてフラツトバーの側端を溶接するよ
うにすると、溶接作業は斜め向きにおこなわなけ
ればなくなつてこの作業はフラツトバーよりも表
側へ突出する鋼矢板があるために困難なこことが
多いが、フラツトバーに溶接用孔を穿設し、溶接
用孔の内周縁に施した溶接で鋼矢板に取付具を固
着するようにしてあるので、溶接作業はフラツト
バーに穿孔した溶接用孔に正面からおこなうこと
ができ、鋼矢板への取付具の溶接固着作業を容易
におこなうことができるものである。加えて、本
発明の第2発明にあつては、複数枚並列接続され
ている鋼矢板に複数枚のカバー板を取付けるにあ
たつて、相隣合うカバー板の側端部同士を重ねて
両カバー板の通孔を取付具のボルトに通すと共に
このボルトにナツトを締結するようにしてあるの
で、カバー板同士の接続とカバー板の鋼矢板への
取付けとに取付具を共用することができ、構造を
簡単なものにすることができるものである。
As described above, according to the present invention, the anti-corrosion material is pressed onto the surface of the steel sheet pile using the cover plate made of glass fiber-reinforced thermoplastic resin, so the cover plate made of glass fiber-reinforced thermoplastic resin is different from the conventional cover plate made of glass fiber-reinforced thermoplastic resin. It is extremely lighter than the GRC board used in the previous model, making it easier to install the cover board under difficult conditions under the sea or on the surface of the sea. There is no need to do so. In addition, the cover plate made of glass fiber-reinforced thermoplastic resin is flexible and easily adheres to anti-corrosion materials. It can be easily processed and repaired as necessary, and the cover plate that protects the corrosion-resistant material can be accurately attached to the steel sheet pile, preventing the corrosion-protective material from being washed away by seawater. Furthermore, since the mounting tool with bolts protruding from the front side is fixed to the surface of the steel sheet pile, and the cover plate is attached using the bolts of this mounting tool, it is possible to prevent The cover plate can be attached to the existing steel sheet pile without the need for any special processing on the existing steel sheet pile. Also, when welding the flat bar of the fixture to the steel sheet pile, if the side ends of the flat bar are welded, the welding work must be performed diagonally, and this work will cause the flat bar to protrude to the front side beyond the flat bar. This is often difficult due to the presence of steel sheet piles, but since welding holes are drilled in the flat bar and welding is applied to the inner periphery of the welding holes, the fixtures are fixed to the steel sheet piles. Welding work can be carried out from the front through the welding holes drilled in the flat bar, making it easy to weld and secure the fixtures to the steel sheet piles. In addition, in the second aspect of the present invention, when attaching a plurality of cover plates to a steel sheet pile connected in parallel, the side ends of adjacent cover plates are overlapped and both sides are stacked. Since the holes in the cover plate are passed through the bolts of the fixture and the nuts are fastened to the bolts, the fixture can be used in common for connecting the cover plates to each other and for attaching the cover plate to the steel sheet pile. , the structure can be simplified.

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

第1図は本発明の一実施例の平断面図、第2図
a,bは同上の正面図と第1図のA―A線断面
図、第3図a,bは第1図のB―B線とC―C線
の拡大断面図、第4図a,b,cは施工を示す側
面図、平断面図、側面図、第5図a,b,c,d.
e,fはカバー板の製造を示す図、第6図a,b
は取付具の正面図と拡大図である。 1は鋼矢板、2はボルト、3は取付具、4はカ
バー板、5は防蝕材、6は通孔、7はナツトであ
る。
FIG. 1 is a plan sectional view of an embodiment of the present invention, FIGS. 2 a and b are a front view of the same and a sectional view taken along line AA in FIG. 1, and FIGS. 3 a and b are B in FIG. 1. - Enlarged sectional view of line B and line C--C, Figure 4 a, b, c is a side view showing construction, plan sectional view, side view, Figure 5 a, b, c, d.
e, f are diagrams showing the manufacture of the cover plate, Fig. 6 a, b
are a front view and an enlarged view of the fixture. 1 is a steel sheet pile, 2 is a bolt, 3 is a fixture, 4 is a cover plate, 5 is a corrosion-resistant material, 6 is a through hole, and 7 is a nut.

Claims (1)

【特許請求の範囲】 1 フラツトバーの表側にボルトを突設して取付
具を形成すると共にフラツトバーに溶接用孔を穿
設し、鋼矢板の表面にフラツトバーを配設して溶
接用孔の内周縁に施した溶接で鋼矢板に取付具を
固着し、ガラス繊維強化熱可塑性樹脂により形成
されたカバー板を鋼矢板の表面とカバー板の裏面
との間に防蝕材が挟着される状態で鋼矢板の表面
に重ね、カバー板に形成した通孔に上記ボルトを
通してナツトをボルトに締結して成ることを特徴
とする鋼矢板の防蝕化構造。 2 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ことを特徴とする特許請
求の範囲第1項記載の鋼矢板の防蝕化構造。 3 防蝕材の主成分がペトロラタムであることを
特徴とする特許請求の範囲第1項又は第2項記載
の鋼矢板の防蝕化構造。 4 フラツトバーの表側にボルトを突設して取付
具を形成すると共にフラツトバーに溶接用孔を穿
設し、並列して複数枚接続される鋼矢板の各接続
部分の表面にフラツトバーを配設して溶接用孔の
内周縁に施した溶接で鋼矢板に取付具を固着し、
ガラス繊維強化熱可塑性樹脂により形成された複
数枚のカバー板を鋼矢板の表面とカバー板の裏面
との間に防蝕材が挟着される状態で各鋼矢板の表
面に重ね、各カバー板の側端部に通孔を穿孔し
て、相隣合うカバー板の側端部同士を重ねて両カ
バー板の通孔を対応する上記ボルトに通すと共に
このボルトにナツトを締結して成ることを特徴と
する鋼矢板の防蝕化構造。
[Scope of Claims] 1. Bolts are provided protruding from the front side of the flat bar to form a fixture, and a welding hole is bored in the flat bar, and the flat bar is arranged on the surface of the steel sheet pile to form the inner peripheral edge of the welding hole. Fixtures are fixed to the steel sheet pile by welding, and a cover plate made of glass fiber reinforced thermoplastic resin is attached to the steel sheet pile with a corrosion-resistant material sandwiched between the front side of the steel sheet pile and the back side of the cover plate. A corrosion-resistant structure for steel sheet piles, characterized in that the above-mentioned bolts are passed through holes formed in the cover plate and fastened to the bolts with nuts. 2. The corrosion-resistant structure for steel sheet piles according to claim 1, wherein the glass fiber-reinforced thermoplastic resin is a glass fiber-reinforced vinyl chloride resin. 3. A corrosion-resistant structure for steel sheet piles according to claim 1 or 2, wherein the main component of the corrosion-resistant material is petrolatum. 4 Bolts are protruded from the front side of the flat bar to form a mounting fixture, and welding holes are drilled in the flat bar, and a flat bar is placed on the surface of each connection part of multiple steel sheet piles that are connected in parallel. Fix the fixture to the steel sheet pile by welding the inner edge of the welding hole,
A plurality of cover plates made of glass fiber-reinforced thermoplastic resin are stacked on the surface of each steel sheet pile with a corrosion-resistant material sandwiched between the front surface of the steel sheet pile and the back side of the cover plate, and each cover plate is A through hole is bored in the side end portion, the side end portions of adjacent cover plates are overlapped, and the corresponding bolt is passed through the through hole of both cover plates, and a nut is fastened to the bolt. Corrosion-resistant structure of steel sheet piles.
JP6622983A 1983-04-14 1983-04-14 Corrosion-proof structure of steel sheet pile Granted JPS59192135A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6622983A JPS59192135A (en) 1983-04-14 1983-04-14 Corrosion-proof structure of steel sheet pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6622983A JPS59192135A (en) 1983-04-14 1983-04-14 Corrosion-proof structure of steel sheet pile

Publications (2)

Publication Number Publication Date
JPS59192135A JPS59192135A (en) 1984-10-31
JPS6227210B2 true JPS6227210B2 (en) 1987-06-12

Family

ID=13309805

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6622983A Granted JPS59192135A (en) 1983-04-14 1983-04-14 Corrosion-proof structure of steel sheet pile

Country Status (1)

Country Link
JP (1) JPS59192135A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB8903081D0 (en) * 1989-02-10 1989-03-30 Nicc Limited Improvements relating to pile protection systems
BE1007256A3 (en) * 1993-06-30 1995-05-02 Kruyfhooft Christina Device for closing of wells.
JP2007039943A (en) * 2005-08-02 2007-02-15 Nittetsu Corrosion Prevention Co Ltd Corrosion protective covering method for steel sheet pile
CN103806445B (en) * 2014-03-10 2015-11-11 威海市水利岩土工程有限公司 High-performance lower-prestressed concrete solid square pile

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4219852Y1 (en) * 1964-07-24 1967-11-17
JPS57155437A (en) * 1981-03-17 1982-09-25 Nakagawa Boshoku Kogyo Kk Corrosion-proof method by coating
JPS5845754B2 (en) * 1976-03-26 1983-10-12 株式会社精工舎 parking meter
JPS6015777A (en) * 1983-07-06 1985-01-26 Fujitsu Ltd Plotting system for continuous straight line

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5845754U (en) * 1981-09-24 1983-03-28 株式会社ブリヂストン Anti-corrosion cover structure for steel pipe sheet piles

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4219852Y1 (en) * 1964-07-24 1967-11-17
JPS5845754B2 (en) * 1976-03-26 1983-10-12 株式会社精工舎 parking meter
JPS57155437A (en) * 1981-03-17 1982-09-25 Nakagawa Boshoku Kogyo Kk Corrosion-proof method by coating
JPS6015777A (en) * 1983-07-06 1985-01-26 Fujitsu Ltd Plotting system for continuous straight line

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