JPS61158531A - Coupling mechanism of split type corrosionproof cover - Google Patents

Coupling mechanism of split type corrosionproof cover

Info

Publication number
JPS61158531A
JPS61158531A JP28144384A JP28144384A JPS61158531A JP S61158531 A JPS61158531 A JP S61158531A JP 28144384 A JP28144384 A JP 28144384A JP 28144384 A JP28144384 A JP 28144384A JP S61158531 A JPS61158531 A JP S61158531A
Authority
JP
Japan
Prior art keywords
cover
flanges
flange
male member
steel pipe
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
JP28144384A
Other languages
Japanese (ja)
Other versions
JPH0358412B2 (en
Inventor
Noboru Kurihara
昇 栗原
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.)
Daito Kogyo Co Ltd
Original Assignee
Daito Kogyo Co Ltd
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 Daito Kogyo Co Ltd filed Critical Daito Kogyo Co Ltd
Priority to JP28144384A priority Critical patent/JPS61158531A/en
Publication of JPS61158531A publication Critical patent/JPS61158531A/en
Publication of JPH0358412B2 publication Critical patent/JPH0358412B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/60Piles with protecting cases

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To simply couple flanges at a site, by a method wherein a male member is secured to the one flange and a female member to the other flange to form the 2 flanges which are resiliently engageable with each other, and the forward ends of the 2 flanges are superposed with each other. CONSTITUTION:A corrosionproof cover 10 is formed by a corrosion resistant material, such as F.R.P., and cover half bodies 10a and 10b are mounted to a steel pipe 12 in a state that they are positioned facing each other. Flanges 18 and 19 are located to both ends of the cover half bodies 10a and 10b. After the flanges are bent outward one, they are bent in a direction in which they approach each other, and they are superposed with each other. A male member 20 is secured to the inner surface of the flange 18, a female member 22 to the inner surface of the flange 19, and they are formed such that, once they are engaged with each other, they are prevented from disengagement. This enables reliable coupling of the flanges of a split type corrosionproof cover without tightening of bolts or needing holder.

Description

【発明の詳細な説明】 〔発明の利用分野〕 本発明は、桟橋支柱等のは設鋼管を被覆防食するのに用
いられる割型防食カバーの連結機構に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Application of the Invention] The present invention relates to a connection mechanism for a split anti-corrosion cover used to protect installed steel pipes such as pier supports.

〔従来技術〕[Prior art]

港湾等に見られる桟橋支柱等の鋼管は、その干満域及び
飛沫域がマクロ電池の作用によって集中的に腐食するこ
とが知られている。この腐食を防止するため、従来から
F−R−P等の耐食性カバーにて鋼管を被覆し、鋼管と
カバー間にモルタルやコンクリートの充填材を注入固化
させる手段が採用されている。
It is known that steel pipes such as pier supports found in ports and harbors are subject to intensive corrosion in their tidal and splash areas due to the action of macro batteries. In order to prevent this corrosion, a method has conventionally been adopted in which a steel pipe is covered with a corrosion-resistant cover such as F-R-P, and a filling material such as mortar or concrete is injected and solidified between the steel pipe and the cover.

ところが既設鋼管の場合には、上方へコンクリートが構
築されているので、円筒形のカバーを鋼管に挿入するこ
とができない。このため、カバーを一対の半休に分割し
て各端縁に長手方向に延びるフランジを形成し、鋼管の
外側から各カバー半体を対向させてフランジ同士を連結
する構造が多用されている。また、フランジの連結手段
としては、ボルト締めによるものと、重ね合わせたフラ
ンジを外側から挾持するホルダーを用いるものとがある
However, in the case of an existing steel pipe, concrete is built upwards, so it is not possible to insert a cylindrical cover into the steel pipe. For this reason, a structure is often used in which the cover is divided into a pair of halves, a flange extending in the longitudinal direction is formed at each end edge, and the flanges are connected to each other by facing each cover half from the outside of the steel pipe. Further, as means for connecting the flanges, there are two methods: bolt tightening, and a method using a holder that clamps the stacked flanges from the outside.

しかし、前者は現場において多数のボルト締めを行なう
ためかなりの手間を要し、後者は防食カバーが大きくな
ると所定のフランジ挟持力が得られない難点がある。
However, the former requires a considerable amount of time and effort to tighten a large number of bolts on site, and the latter has the disadvantage that a predetermined flange clamping force cannot be obtained when the anticorrosion cover becomes large.

この他、円筒形カバーの1箇所のみを割ってカバーを押
し広げることにより鋼管を被覆する手段もあるが、鋼管
の被櫟後にカバーのフランジを結合しなければならず、
この場合にも前述と同様の問題が生ずる。
In addition, there is a method of covering the steel pipe by breaking only one part of the cylindrical cover and pushing the cover apart, but the flange of the cover must be joined after the steel pipe is covered.
In this case as well, the same problem as described above occurs.

〔発明の目的〕[Purpose of the invention]

本発明はかかる事情に鑑みてなされたものであり、その
目的は、作業員が現場で簡単にフランジを連結し得るよ
うな割型防食カバーの連結機構を提供することにある。
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a connecting mechanism for split anti-corrosion covers that allows a worker to easily connect flanges on site.

〔発明の概費〕[Outline of invention cost]

上記目的を達成するため、本発明では、防食カバーの一
方のフランジ内面に錐形s栃、他力のフランジ内面に雄
形部材を設けて両フランジを弾性係合可能に形成すると
共に、両フランジの先端を互いに重ね合わせる構成とし
ている。
In order to achieve the above object, in the present invention, a conical S-shaped member is provided on the inner surface of one flange of the anti-corrosion cover, and a male member is provided on the inner surface of the other flange so that both flanges can be elastically engaged. The tips of the two are overlapped with each other.

〔発明の実施例〕[Embodiments of the invention]

第1図には、本発明の連結機構が採用された防食カバー
10が示されている。
FIG. 1 shows an anti-corrosion cover 10 that employs the coupling mechanism of the present invention.

この防食カバー10は、F−R−P等の耐食性材料にて
形成され、第2図から判るようにカバー半休lQa、1
0bを対向させた状態で鋼管12へ取付けられる。各カ
バー半休IQa、10bの縦方向寸法は、鋼管12の干
満域及び飛沫域を完全に被覆できるように設定されてい
る。
The anti-corrosion cover 10 is made of a corrosion-resistant material such as F-R-P, and as can be seen from FIG.
It is attached to the steel pipe 12 with the 0b facing each other. The vertical dimension of each half cover IQa, 10b is set so as to completely cover the ebb and flow area and the splash area of the steel pipe 12.

また、カバー半休10a 、 10bの上方内面には、
吊り金具14が複数固着されておシ、各吊り金具14を
鋼管12へ溶接することによって防食カバー10が所定
位置に支持される。図示してないが、鋼管12に受台を
設置して、防食カバー10の下端を支持する構造にして
もよい。鋼管12の上方にはコンクリート16が構築さ
れ、全体として桟橋をなしている。
In addition, on the upper inner surface of the cover half-closed parts 10a and 10b,
A plurality of hanging fittings 14 are fixed, and by welding each hanging fitting 14 to the steel pipe 12, the anticorrosion cover 10 is supported in a predetermined position. Although not shown, a pedestal may be installed on the steel pipe 12 to support the lower end of the anti-corrosion cover 10. Concrete 16 is constructed above the steel pipe 12, forming a pier as a whole.

カバー半体10& 、 10bの両端には、第2図にも
示すようにフランジ18 、19が設けられ、各フラン
ジ18 、19は一旦外側へ屈曲した後、再び接近方向
へと屈曲し、互いに重ね合わされている。
At both ends of the cover halves 10 & 10b, flanges 18 and 19 are provided as shown in FIG. has been done.

フランジ18の内面には、第4図に拡大して示すように
雄形部材2()が固着され、フラン:)19の内面には
雄形部材22が固着されている。また、雄形部材20の
外側には歯z4が複数設けられ、雄形部材22の溝あ内
面には、歯冴と咬合する内歯26が刻設されている。こ
れらの歯24及び内歯26は傾斜しており、両歯が一旦
咬合した後は抜けない形状となっている。
A male member 2( ) is fixed to the inner surface of the flange 18, as shown enlarged in FIG. 4, and a male member 22 is fixed to the inner surface of the flange 19. Further, a plurality of teeth z4 are provided on the outside of the male member 20, and internal teeth 26 that engage with tooth teeth are carved on the grooved inner surface of the male member 22. These teeth 24 and internal teeth 26 are inclined and have a shape that prevents them from coming out once they are in occlusion.

雄形部材20及び雄形部材22は、所定の強度及び可撓
性を有する材料、例えばガラス繊維強化ナイロン6にて
制作するのが望ましい。雄形部材20及び雄形部材22
の長手方向寸法は、フランジ18 、19の上下方向寸
法とほぼ等しく、また溝路も雄形部材22の全長に亘っ
て形成されている。
Male member 20 and male member 22 are preferably made of a material having a certain strength and flexibility, such as glass fiber reinforced nylon 6. Male member 20 and male member 22
The longitudinal dimension of the male member 22 is approximately equal to the vertical dimension of the flanges 18 and 19, and the groove is also formed over the entire length of the male member 22.

雄形部材22の内歯26は、溝あの出口側(第4図上方
)にのみ設けて歯24と咬合した後も溝あ内に空洞がで
きるように形成するのが望ましい。この構成によって雄
形部材22は、雄形部材20との咬合時に変形して拡張
し易くなる。また、雄形部材20とフランジ18、雄形
部材22とフランジ19との当接面はできるだけ広くし
て、各部材間の密着力を高めておくと強度的にも安定す
る。
It is desirable that the internal teeth 26 of the male member 22 be provided only on the exit side of the groove (upper side in FIG. 4) so that a cavity is formed within the groove even after the teeth 24 are engaged with each other. This configuration makes it easier for the male member 22 to deform and expand during occlusion with the male member 20. Furthermore, the strength can be stabilized by making the contact surfaces between the male member 20 and the flange 18 and between the male member 22 and the flange 19 as wide as possible to increase the adhesion between each member.

本実施例の防食カバー10は、次の順序で施工される。The anticorrosive cover 10 of this embodiment is constructed in the following order.

まず、カバー半休10 a 、 10bを対向させた状
態で鋼管12を外側から被覆し、互いのフランジ18゜
19を押圧して雄形部材20と雄形部材22を咬合させ
る。次に、防食カバー10が鋼管12の干満域及び飛沫
域を覆うように上下位置を調整した後、カバー10の上
方番こ連結された各吊シ金具14を鋼管12へ溶接する
。最後に防食カバー10と鋼管12間に充填材30(第
2〜4図参照)を注入して固化させる。
First, the steel pipe 12 is covered from the outside with the cover halves 10a and 10b facing each other, and the flanges 18 and 19 are pressed to engage the male member 20 and the male member 22. Next, after adjusting the vertical position of the anti-corrosion cover 10 so as to cover the ebb and flow area and the splash area of the steel pipe 12, each of the hanging fittings 14 connected to the upper part of the cover 10 is welded to the steel pipe 12. Finally, a filler 30 (see FIGS. 2 to 4) is injected between the anticorrosive cover 10 and the steel pipe 12 and solidified.

尚、図示してないが、防食カバー10の底部と鋼管12
との間には所定の環状シールが設けられているから、充
填材30が防食カバー10の下方から洩れるおそれはな
い。
Although not shown, the bottom of the anti-corrosion cover 10 and the steel pipe 12
Since a predetermined annular seal is provided between the anti-corrosion cover 10 and the anti-corrosion cover 10, there is no fear that the filler 30 will leak from below the anti-corrosion cover 10.

また、フランジ18 、19の重ね合わせ部分は、特別
な接着を必要としない。フランジ18 、19の隙間か
ら海水が入り込んでも、雄形部材20及び雄形部材22
が充分なシール作用を行なうから、海水が充填材36ま
で達することはない。
Further, the overlapping portions of the flanges 18 and 19 do not require any special adhesive. Even if seawater enters through the gap between the flanges 18 and 19, the male member 20 and the male member 22
provides a sufficient sealing action, so seawater will not reach the filler 36.

第3図には、円筒形の一箇所のみを割った防食カバー1
0が示されている。この防食カバー10はフランジ18
 、19を押し開いた状態で鋼管12へ取付けられる。
Figure 3 shows corrosion protection cover 1 with only one part of the cylindrical shape broken.
0 is shown. This anti-corrosion cover 10 has a flange 18
, 19 are pushed open and attached to the steel pipe 12.

その他の構成及び施工順序は、前実施例と同様である。The other configurations and construction order are the same as in the previous example.

1発明の効果〕 以上説明したように、本発明の連結機構によれば、ボル
ト締めやホル〃゛−を要せずして割型防食カバーのフラ
ンジを確実に結合することができる。
1. Effects of the Invention] As explained above, according to the connection mechanism of the present invention, the flanges of the split anti-corrosion cover can be reliably connected without the need for bolt tightening or holders.

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

第1図は本発明の連結機構が採用された割型防食カバー
の取付は状態を示す側面図、第2図は第1図■−■線に
沿う断面図、第3図は異なるタイプの防食カバーを示し
た第2図同様の断面図、第4図はフランジ部分の拡大断
面図である。 10  防食カバー 10a 、 10b  カバー半
体 12・・鋼管18.19  フランジ 20  雄
形部材 22・雄形部材24・歯 26  内歯 特許出願人  大東興業株式会社 第1図 ′−16 第2図 第3図
Figure 1 is a side view showing the installed state of a split type anti-corrosion cover that employs the coupling mechanism of the present invention, Figure 2 is a sectional view taken along line ■-■ in Figure 1, and Figure 3 is a different type of corrosion protection. A sectional view similar to FIG. 2 showing the cover, and FIG. 4 an enlarged sectional view of the flange portion. 10 Anti-corrosion cover 10a, 10b Half cover 12... Steel pipe 18.19 Flange 20 Male member 22 Male member 24 Teeth 26 Internal tooth patent applicant Daito Kogyo Co., Ltd. Figure 1'-16 Figure 2 3 figure

Claims (1)

【特許請求の範囲】[Claims] 既設鋼管の干満域及び飛沫域を外側から被覆するのに用
いられ対向するフランジを結合することにより円筒形を
構成する割型防食カバーの連結機構において、前記一方
のフランジ内面に雄形部材、他方のフランジ内面に雌形
部材を固着して両フランジを弾性係合可能に形成すると
共に、両フランジの先端を互いに重ね合わせたことを特
徴とする割型防食カバーの連結機構。
In a connecting mechanism for a split anti-corrosion cover that is used to cover the tidal and splash areas of an existing steel pipe from the outside and forms a cylindrical shape by connecting opposing flanges, a male member is attached to the inner surface of one of the flanges, and a male member is attached to the inner surface of the other flange. A connecting mechanism for a split anti-corrosion cover, characterized in that a female member is fixed to the inner surface of the flange so that both flanges can be elastically engaged, and the tips of the flanges are overlapped with each other.
JP28144384A 1984-12-29 1984-12-29 Coupling mechanism of split type corrosionproof cover Granted JPS61158531A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28144384A JPS61158531A (en) 1984-12-29 1984-12-29 Coupling mechanism of split type corrosionproof cover

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28144384A JPS61158531A (en) 1984-12-29 1984-12-29 Coupling mechanism of split type corrosionproof cover

Publications (2)

Publication Number Publication Date
JPS61158531A true JPS61158531A (en) 1986-07-18
JPH0358412B2 JPH0358412B2 (en) 1991-09-05

Family

ID=17639243

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28144384A Granted JPS61158531A (en) 1984-12-29 1984-12-29 Coupling mechanism of split type corrosionproof cover

Country Status (1)

Country Link
JP (1) JPS61158531A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009023594A (en) * 2007-07-23 2009-02-05 Stanley Electric Co Ltd Led luminaire

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009023594A (en) * 2007-07-23 2009-02-05 Stanley Electric Co Ltd Led luminaire

Also Published As

Publication number Publication date
JPH0358412B2 (en) 1991-09-05

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