JPS58110714A - Corrosion preventer for coupler of steel tubular sheet pile - Google Patents

Corrosion preventer for coupler of steel tubular sheet pile

Info

Publication number
JPS58110714A
JPS58110714A JP21484181A JP21484181A JPS58110714A JP S58110714 A JPS58110714 A JP S58110714A JP 21484181 A JP21484181 A JP 21484181A JP 21484181 A JP21484181 A JP 21484181A JP S58110714 A JPS58110714 A JP S58110714A
Authority
JP
Japan
Prior art keywords
bag
steel tubular
couplers
tubular sheet
sheet pile
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.)
Granted
Application number
JP21484181A
Other languages
Japanese (ja)
Other versions
JPS60505B2 (en
Inventor
Ryunosuke Tanaka
田中 柳之助
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP21484181A priority Critical patent/JPS60505B2/en
Publication of JPS58110714A publication Critical patent/JPS58110714A/en
Publication of JPS60505B2 publication Critical patent/JPS60505B2/en
Expired legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L58/00Protection of pipes or pipe fittings against corrosion or incrustation
    • 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

Abstract

PURPOSE:To completely protect the couplers of a steel tubular sheet pile from corrosion by a method in which a corrosion proofing bag is inserted into the space surrounded by couplers connecting each steel tubular sheet pile, molds projecting from each steel tubular sheet pipe toward the front of the couplers, and the peripheries of each steel tubular sheet pile, and a filler is packed into the bag. CONSTITUTION:Steel tubular sheet piles 1 are connected with couplers 2, and a space is formed by a mold frame 6 provided with a given spacing on the front the couplers 2 from each steeltubular sheet pile 1, the couplers 2, and the periph- eries of each steel tubular sheet pile 1. Then, a petrolatum-impregnated bag 4 is inserted into the space, a filler 5 is packed into the bag 4, and the bag 4 is pressingly contacted with the couplers 2. Thus, the couplers 2 between the steel tubular sheet piles 1 can be protected from corrosion.

Description

【発明の詳細な説明】 この発明は設置した鋼管矢板継手部の肪m装置に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a device for reducing the thickness of an installed steel pipe sheet pile joint.

鋼管矢板の継手は強度部材でない場合が多いので、かか
る場合は腐蝕式を見込むのみで十分であるが、継手も強
度部材である場合あるいは耐用部数が永い場合には打設
後に現地で防蝕措置を施す必要がある。しかしながら従
来経済的かつ簡便に実施しうる方法がない。そして鋼管
矢板の打設前に、−手部に防蝕措置を施したものを打設
することも考えられるが打設時に防蝕膜が剥離するので
、何部防蝕描1lt−施さずに打設するのが通例である
Joints for steel pipe sheet piles are often not strength members, so in such cases it is sufficient to anticipate corrosion, but if the joints are also strength members or have a long service life, corrosion prevention measures should be taken on-site after installation. It is necessary to apply However, there is currently no method that can be implemented economically and easily. Before driving the steel pipe sheet piles, it is possible to install one with anti-corrosion measures applied to the ends, but since the anti-corrosion film will peel off during the installation process, it is recommended to install without anti-corrosion treatment. It is customary.

この発明は前記従来の問題点を解消すべく開発したもの
で、以下その詳細を図示した***例によって説明する
This invention was developed to solve the above-mentioned conventional problems, and the details thereof will be explained below with reference to illustrated examples.

鋼管矢板の本体1には逼轟な形状の継手2が設けてあシ
かつ継手2と略平行する方向に所要間隔をおいて平鋼か
らなる溢枠3がIIIIi!シて央設されている。
The main body 1 of the steel pipe sheet pile is provided with a joint 2 of a resonant shape, and overflow frames 3 made of flat steel are provided at a required interval in a direction substantially parallel to the joint 2! It is centrally located.

以上の鋼管矢板を拳法継手2で連結しながら所定深さ望
で打込むとともに、鋼管矢板から央設した機枠5をその
先端で重ね合せて係合した継手2の前面に所要間隔をも
って位置させ、−手2と型枠5との間の土砂を適宜除去
した後、その空所にペトロラタム含浸袋4を挿入しかつ
その袋4内に充填材料5を充填して継手2に袋4を圧着
しである。ところでペトロラタム含浸袋4は合成繊維、
綿布等の袋に合成コンパッドノベトロラタムヘーストを
含浸させたものである。
The above steel pipe sheet piles are connected by Kempo joints 2 and driven to a predetermined depth, and the machine frame 5 placed in the center of the steel pipe sheet piles is placed in front of the engaged joints 2 with their tips overlapping each other at the required interval. , - After suitably removing the earth and sand between the hand 2 and the formwork 5, a petrolatum-impregnated bag 4 is inserted into the empty space, and the bag 4 is filled with the filling material 5, and the bag 4 is crimped to the joint 2. It is. By the way, the petrolatum-impregnated bag 4 is made of synthetic fiber.
This is a bag made of cotton cloth or the like impregnated with synthetic Compadnovetrolatum haest.

充填材料5としてはセメントモルタル、コンクリート等
であシ必賛に膨張剤を配合する。またセメン)fl貧配
合でよい。
The filling material 5 may be cement mortar, concrete, etc., and an expanding agent must be added thereto. Also, a poor blend of cement (cemen) fl may be used.

ペトロラタム社防錆剤としてきわめて秀れたものである
。しかし鋼材には密着するものの付層力は殆んど期待で
きないので充填材料5によって袋4を絶えず一定圧力を
かけて継手2に圧着しうる充填材料5を使用する。
Petrolatum is an excellent rust preventive agent. However, although it adheres closely to the steel material, almost no adhesion force can be expected, so a filling material 5 is used that can press the bag 4 to the joint 2 by constantly applying a constant pressure to the bag 4.

この発明は以上の構成からなりペトロラタムを袋−こ含
浸させておき、これを袋内に充填した光横材料番こよっ
て継手部に圧着させておくことにより継手部を防錆する
ことができる。また袋を使用することにより継手部の複
雑な形状に順応して圧着することができる。またペトロ
ラタムは付着性がないので継手部と型枠との空所に挿入
する作業が容易であり、さらに型枠祉袋の位置を規制し
かつ保躾し、完全な防蝕をすることができる。
The present invention has the above-mentioned structure, and the joint part can be rust-proofed by impregnating a bag with petrolatum and pressing it onto the joint part using a light horizontal material filled in the bag. Further, by using a bag, it is possible to adapt to the complicated shape of the joint part and perform crimping. In addition, since petrolatum has no adhesive properties, it is easy to insert it into the space between the joint and the formwork, and it also allows the positioning and maintenance of the formwork bag to be regulated and maintained, providing complete corrosion protection.

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

第1図は平面図、第2図は4に部の横断面図である。 1・−・本体、2・・継手、3・・型枠、4・・袋、5
・・充填材料 特許出願人   1)中 −2助 代理人 久 門  知
FIG. 1 is a plan view, and FIG. 2 is a cross-sectional view of the 4th section. 1.--Body, 2.-Joint, 3.-Formwork, 4.-Bag, 5
...Filling material patent applicant 1) Naka-2 Assistant Agent Satoshi Hisakado

Claims (1)

【特許請求の範囲】[Claims] 鋼管矢板を継手で連結するとともに鋼管矢板から央設し
た型枠管継手の前面に所要間隔をもって位置させ、継手
と型枠との間疹こペトロラタム含浸袋を挿入し、かつそ
の袋内に充填材料を充填して継手に袋を圧着しであるこ
とを特徴とする鋼管矢板継手部の防蝕装置〇
Connect the steel pipe sheet piles with a joint, place the steel pipe sheet pile in front of the formwork pipe joint placed in the center at the required distance, insert a petrolatum-impregnated bag between the joint and the formwork, and fill the bag with filling material. Corrosion prevention device for steel pipe sheet pile joints, characterized in that the bag is filled with and crimped to the joint.
JP21484181A 1981-12-25 1981-12-25 Corrosion prevention device for steel pipe sheet pile joints Expired JPS60505B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21484181A JPS60505B2 (en) 1981-12-25 1981-12-25 Corrosion prevention device for steel pipe sheet pile joints

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21484181A JPS60505B2 (en) 1981-12-25 1981-12-25 Corrosion prevention device for steel pipe sheet pile joints

Publications (2)

Publication Number Publication Date
JPS58110714A true JPS58110714A (en) 1983-07-01
JPS60505B2 JPS60505B2 (en) 1985-01-08

Family

ID=16662422

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21484181A Expired JPS60505B2 (en) 1981-12-25 1981-12-25 Corrosion prevention device for steel pipe sheet pile joints

Country Status (1)

Country Link
JP (1) JPS60505B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS602991A (en) * 1983-06-20 1985-01-09 ヤマハ株式会社 Automatic transformer for electronic musical instrument
US7470093B2 (en) * 2005-06-28 2008-12-30 Mansfield Peter W Interlocking seawall construction and installation apparatus

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS602991A (en) * 1983-06-20 1985-01-09 ヤマハ株式会社 Automatic transformer for electronic musical instrument
US7470093B2 (en) * 2005-06-28 2008-12-30 Mansfield Peter W Interlocking seawall construction and installation apparatus

Also Published As

Publication number Publication date
JPS60505B2 (en) 1985-01-08

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