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JPS5914676B2 - How to join underwater pipes - Google Patents
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JPS5914676B2 - How to join underwater pipes - Google Patents

How to join underwater pipes

Info

Publication number
JPS5914676B2
JPS5914676B2 JP54042013A JP4201379A JPS5914676B2 JP S5914676 B2 JPS5914676 B2 JP S5914676B2 JP 54042013 A JP54042013 A JP 54042013A JP 4201379 A JP4201379 A JP 4201379A JP S5914676 B2 JPS5914676 B2 JP S5914676B2
Authority
JP
Japan
Prior art keywords
pipe
flange
fitting
fixed
laying 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.)
Expired
Application number
JP54042013A
Other languages
Japanese (ja)
Other versions
JPS55135285A (en
Inventor
幸司 中村
賢 尾形
徹 小川原
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.)
JFE Engineering Corp
Original Assignee
Nippon Kokan 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 Nippon Kokan Ltd filed Critical Nippon Kokan Ltd
Priority to JP54042013A priority Critical patent/JPS5914676B2/en
Publication of JPS55135285A publication Critical patent/JPS55135285A/en
Publication of JPS5914676B2 publication Critical patent/JPS5914676B2/en
Expired legal-status Critical Current

Links

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  • Flanged Joints, Insulating Joints, And Other Joints (AREA)

Description

【発明の詳細な説明】 この発明は、水中敷設管の接合構造に関するものである
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a joint structure for underwater pipes.

従来、例えば、河川、海あるいは湖から発電用水あるい
は冷却用水として取水するために、岸の近くの水底に取
水口を開口させて敷設される、所謂、取水管等の水中敷
設管の接合構造としては、以下の如きものがあった。
Conventionally, it has been used as a joint structure for underwater pipes such as water intake pipes, which are installed with an intake port opened at the bottom of the water near the shore in order to take water for power generation or cooling from a river, sea, or lake. There was something like the following.

すなわち、1 通常のフランジ接合、 2 遊合形フランジ接合、 3 鞘管付遊合形フランジ接合、 ところが、上記1〜3の接合構造には以下の如き問題点
があった。
That is, 1) normal flange joint, 2) loose type flange joint, and 3) loose type flange joint with sheath tube.However, the above joint structures 1 to 3 had the following problems.

すなわち、上記1の接合構造の場合、水中作業のため管
接合の際の芯出しに非常に時間がかかり、またボルト締
めも潜水夫によるため片締めになりやすく、特に敷設管
底部のボルト締めは不完全となる虞れがあった。
In other words, in the case of the joint structure described in 1 above, it takes a lot of time to center the pipes together because the work is done underwater, and the bolts are tightened by divers, which tends to result in uneven tightening, especially when tightening the bolts at the bottom of the installed pipes. There was a risk that it would be incomplete.

上記2の接合構造は、片側または両IEフランジが遊合
タイプになっているもので、接合の際の芯出しは上記1
の場合と比較して容易であるが、敷設管底部のボルト締
めは片締めになりやすく、困難であった。
The above 2 joint structure has one or both IE flanges of the loose type, and the centering during joining is the 1 above.
Although this method is easier than in the case of 1, it is difficult to tighten the bolts at the bottom of the installed pipe because they tend to be tightened unevenly.

7上記3の接合構造は、上記2の遊合形フランジに鞘管
及び挿入管が付いているもので、面合わせ及び芯出しは
上記1及び2の接合構造に比較して容易であるが、上記
接合構造の場合と同様に敷設管底部のボルト締めは片締
めになりやすく、困難であった。
7. The joint structure in 3 above has a sheath tube and an insertion tube attached to the flexible flange in 2 above, and surface matching and centering are easier compared to the joint structures in 1 and 2 above. As in the case of the above-mentioned joint structure, it was difficult to tighten the bolts at the bottom of the installed pipe because the bolts tended to be tightened unevenly.

以上のように1〜3の接合構造に共通して云えることは
、敷設管底部のボルト締めが不完全になりやすいことで
あり、従来は敷設管の底部ボルト締めに際し、その部分
の水底を堀り起したり、敷設管を水底面よりある高さに
吊り上げていた。
As mentioned above, what is common to joint structures 1 to 3 is that the bolting at the bottom of the laying pipe tends to be incomplete. Conventionally, when tightening the bolts at the bottom of the laying pipe, They dug up the trench and hoisted the pipe to a certain height above the water bottom.

このため、接合に多くの時間及び経費がかかる等の問題
があった。
For this reason, there were problems such as a lot of time and expense required for joining.

この発明は、上述のような従来の水中敷設管接台構造の
有する問題点を解決するためになされたものであって、 下半部にテーパー付の受金具を有し、上半部にボルト孔
を有する固定フランジを一方の敷設管端に固着し、下半
部のみが前記受金具内にテーパー嵌合可能になっている
スタブエンドを、前記一方の敷設管端に接合される他方
の敷設管端に固着し、全周にボルト孔が前記固定フラン
ジのボルト孔と同一間隔をあけて設けられているルーズ
フランジを前記他方の敷設管端に遊嵌し、前記固定フラ
ンジの上部とこれに対応する前記ルーズフランジの上部
とに夫々突設したワイヤーガイドに引寄せワイヤを挿通
し、前記引寄せワイヤーにより他方の敷設管端を一方の
敷設管端に引寄せ、前記スタブエンドの下半部を前記受
金具内に嵌入後、前記ルーズフランジを介して前記両敷
設管端上半部をボルト結合することにより前記両管端を
接合することに特徴を有する。
This invention was made in order to solve the problems of the conventional underwater pipe connection structure as described above, and has a tapered receiving fitting in the lower half and a bolt in the upper half. A fixing flange having a hole is fixed to one end of the laying pipe, and a stub end whose lower half can be tapered and fitted into the receiving fitting is connected to the other end of the laying pipe. A loose flange that is fixed to the pipe end and has bolt holes provided on the entire circumference at the same intervals as the bolt holes of the fixed flange is loosely fitted to the other laid pipe end, and the upper part of the fixed flange and this A pulling wire is inserted into a wire guide protruding from the upper part of the corresponding loose flange, and the pulling wire pulls the other laying pipe end to one laying pipe end, and the lower half of the stub end is pulled to the lower half of the stub end. is fitted into the receiving fitting, and then the upper halves of both laid pipe ends are bolted together via the loose flange to join the two pipe ends.

この発明を実施例により図面とともに説明する。This invention will be explained by way of examples and with drawings.

第、1図は、この発明の実施例の接合構造の断面図で蔦
る。
FIG. 1 is a sectional view of a joining structure according to an embodiment of the present invention.

第2図は、第1図のA −A線断面図、第3図は、第1
図のB−B線断面図である。
Figure 2 is a sectional view taken along line A-A in Figure 1, and Figure 3 is a cross-sectional view of Figure 1.
It is a sectional view taken along the line BB in the figure.

図示されるように、この水中敷設管の接合構造は、一方
の敷設管1の管端に固定フランジ2が固着されている。
As shown in the figure, in this joint structure for underwater pipes, a fixed flange 2 is fixed to the end of one pipe 1.

前記固定フランジ2の下半部には、受金具4が固着され
ていて、前記固定フランジ2の上半部には所定間隔をあ
けてボルト孔5が設けられている。
A receiving metal fitting 4 is fixed to the lower half of the fixed flange 2, and bolt holes 5 are provided at predetermined intervals in the upper half of the fixed flange 2.

前記受金具4の内周側面にはテーパー面3が形成されて
おり、受金具4の底部には水抜き穴6が貫通して設けら
れていて、後述するスタブエンド下半部に固着された密
着金具が前記受金具4内に嵌入された際の受金具4内の
水抜きが行なえるようになっている。
A tapered surface 3 is formed on the inner circumferential side of the receiving fitting 4, and a drain hole 6 is provided through the bottom of the receiving fitting 4, and is fixed to the lower half of the stub end, which will be described later. Water inside the receiving metal fitting 4 can be drained when the close contact fitting is inserted into the receiving metal fitting 4.

また、前記受金具4の底部には後述する他方の敷設管の
密着金具に形成された凹溝に嵌合する突起15が突設さ
れていて、他方の管端の周方向の位置決めが容易に行な
えるようになっているが、前記位置決め用の突起15は
必ずしも必要なものではない。
Furthermore, a protrusion 15 is provided on the bottom of the receiving fitting 4 to fit into a groove formed in a fitting fitting of the other installed pipe, which will be described later, to facilitate circumferential positioning of the other pipe end. However, the positioning protrusion 15 is not necessarily necessary.

一方、前記一方の敷設管1の管端に接合される他方の敷
設管7の管端には、スタブエンド8が固着されている。
On the other hand, a stub end 8 is fixed to the tube end of the other laying pipe 7 that is joined to the tube end of the one laying pipe 1.

前記スタブエンド8の下半部には。前記一方の敷設管1
の受金具4内に受金具4上方から嵌入可能な密着金具9
が固着されている。
In the lower half of the stub end 8. Said one laying pipe 1
A close fitting fitting 9 that can be inserted into the receiving fitting 4 from above the receiving fitting 4.
is fixed.

前記密着金具9の底部には前記受金具4の突起15と嵌
合する凹溝16が形成されていて、前記密着金具9の側
周面は、前記受部4のテーパー面3と同一テーパー角の
テーパー面10が形成されている。
A concave groove 16 is formed in the bottom of the close fitting 9 to fit with the protrusion 15 of the receiving metal 4, and the side peripheral surface of the close fitting 9 has the same taper angle as the tapered surface 3 of the receiving portion 4. A tapered surface 10 is formed.

従って、前言−帽着金具9を前記受金具4内に落し入れ
れば、前記密着金具9と受金具4とは、スタブエンド8
が固定フランジ2面に密着する如く嵌合し、同時に両管
端の芯合わせも行なえることになる。
Therefore, if the cap attachment fitting 9 is dropped into the receiving fitting 4, the fitting fitting 9 and the receiving fitting 4 will be connected to the stub end 8.
is fitted tightly to the two surfaces of the fixed flange, and at the same time, the centering of both pipe ends can be performed.

前記スタブエンド8の上半部の巾(高さ)は前記固定フ
ランジ2のボルト孔5の位置までの巾(高さ )より狭
く(低く)なっている。
The width (height) of the upper half of the stub end 8 is narrower (lower) than the width (height) of the fixing flange 2 up to the bolt hole 5 position.

これは勿論、後述する接合用ボルトの挿通に支障をきた
さないようにするためである。
This is, of course, to prevent any hindrance to the insertion of a joining bolt, which will be described later.

また、前記スタブエンド8の外周面にはガスケット12
が固着されていて、固定フランジ2との密着性を高める
ようになっている。
Further, a gasket 12 is provided on the outer peripheral surface of the stub end 8.
is fixed to the fixing flange 2 to improve the adhesion with the fixed flange 2.

更に、前記他方の敷設管7の管端には、ルーズフランジ
13が前記他方の敷設管Iに対して遊嵌状態に設けられ
ている。
Furthermore, a loose flange 13 is provided at the tube end of the other installation pipe 7 in a loosely fitted state with respect to the other installation pipe I.

前記ルーズフランジ13には前記固定フランジ2に設け
られたボルト孔5と同一間隔をあけてボルト孔14が形
成されている。
Bolt holes 14 are formed in the loose flange 13 at the same intervals as the bolt holes 5 provided in the fixed flange 2.

(この実施例の接合構造は上記の如く構成されているの
で、一方の敷設管1を他方の敷設管7に接合するには、
先づ、既設の一方の敷設管1の受金具4内に新設の他方
の敷設管Iの密着金具9を前記受金具4の上方から挿入
する。
(Since the joining structure of this embodiment is configured as described above, in order to join one laying pipe 1 to the other laying pipe 7,
First, the contact fitting 9 of the other newly installed pipe I is inserted into the receiving metal fitting 4 of one of the existing pipes 1 from above the receiving metal fitting 4.

これにより、前記密着金具9が受金具4内に密着して嵌
入される結果、スタブエンド8が固定フランジ2面に密
着するとともに、両管端の芯合わせが行われる。
As a result, the fitting fitting 9 is fitted tightly into the receiving fitting 4, and as a result, the stub end 8 comes into close contact with the surface of the fixed flange 2, and the centering of both pipe ends is performed.

また、受金具4の突起15を密着金具9の凹溝16に嵌
合させることにより他方の敷設管Iの周方向の位置決め
もされる。
In addition, by fitting the protrusion 15 of the receiving metal fitting 4 into the groove 16 of the close fitting metal fitting 9, the other installed pipe I can be positioned in the circumferential direction.

このとき、ルーズ7ランジ13も同時に受部4内に挿入
する。
At this time, the loose 7 flange 13 is also inserted into the receiving part 4 at the same time.

次いで、一方の敷設管1の固定フランジ2の上半部に設
けられたボルト孔5とこれに対応するルーズフランジ1
3のボルト孔14内に接合用のボルト17を挿通し、そ
の両端をナツト18により締結する。
Next, the bolt hole 5 provided in the upper half of the fixed flange 2 of one laying pipe 1 and the corresponding loose flange 1
A joining bolt 17 is inserted into the bolt hole 14 of No. 3, and its both ends are fastened with nuts 18.

; 次に、一方の敷設管1の固定フランジ2の上部と
これに対応するルーズフランジ13の上部にワイヤー挿
通孔19を有するワイヤーガイド20を夫々固着すれば
、他方の敷設管Iの接合に際しての一方の敷設管1への
引寄せ操作が容易に行なえる。
; Next, by fixing wire guides 20 having wire insertion holes 19 to the upper part of the fixed flange 2 of one laying pipe 1 and the corresponding upper part of the corresponding loose flange 13, it is possible to connect the other laying pipe I. The pulling operation to one of the laying pipes 1 can be easily performed.

すなわち、第1図に示されるように、両敷設管1及び7
の管端上部に引寄せピース21を夫々固着し、第3図に
示されるように、引寄せ作業用船22からの引寄せワイ
ヤー23を既設の一方の敷設管1の引寄せピース21、
ワイヤーガイド20及び新設の他方の敷設管Tのワイヤ
ーガイド20を通して他方の敷設管7の引寄せピース2
1に固定する。
That is, as shown in FIG.
As shown in FIG. 3, a pulling piece 21 is fixed to the upper part of the pipe end of the existing pipe 1, and a pulling wire 23 from the pulling work vessel 22 is attached to the pulling piece 21 of the existing pipe 1.
Pull piece 2 of the other laying pipe 7 through the wire guide 20 and the wire guide 20 of the newly installed other laying pipe T.
Fixed to 1.

前記他方の敷設管7は前記船22及びクレーン船24で
水中の所定位置に吊り上げられているので、前記引寄せ
ワイヤー23を操作し引寄せれば、他方の敷設管Iの管
端は引寄せワイヤー23にガイドされて、前記一方の敷
設管1の受金具4への落し込み位置に正確に引寄せられ
る。
Since the other laid pipe 7 is lifted to a predetermined position in the water by the ship 22 and the crane ship 24, when the pulling wire 23 is operated and pulled, the end of the other laid pipe I is pulled. Guided by the wire 23, the one installation pipe 1 is accurately drawn to the position where it is dropped into the receiving fitting 4.

このよウニ、引寄せワイヤー23を用いれば比較的潮流
の速い場合でも確実に接合作業が行なえる。
By using the pulling wire 23 in this manner, the joining work can be carried out reliably even when the current is relatively fast.

以上説明したように、この発明によれば、水中敷設管を
強固かつ正確に接合できることは勿論、極めてボルト締
め操作が困難であった敷設管底部接合部のボルト締めが
不要となり、接合部の上半部のみのボルト締めだけで済
むので、接合に要する時間が著るしく短縮され、経費の
節減にもつながるといった有用な効果がもたらされる。
As explained above, according to the present invention, it is possible to firmly and accurately join underwater pipes, and it is no longer necessary to tighten bolts at the joints at the bottom of the pipes, which was extremely difficult to tighten. Since only half of the parts need to be bolted, the time required for joining is significantly shortened, which has the advantage of reducing costs.

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

第1図は、この発明の実施fF)水中敷設管の接合構造
の断面図、第2図は、第1図のA−A線断面図、第3図
は、第1図のB−B線断面図、第4図は、同接合構造を
有する敷設管の接合態様を示す説明図である。 図面において、1・・・・・・一方の敷設管、2・・・
・・・固定フランジ、3・・・・・・テーパー面、4・
・・・・・受金具、5・・・・・・ボルト孔、6・・・
・・・水抜き穴、I・・・・・・他方の敷設管、8・・
・・・・スタブエンド、9・・・・・・密着全孔10・
・・・・・テーバ−面、11・・・・・ボルト孔、12
・・・・・・ガスケット、13・・・・・・ルーズフラ
ンジ、14・・・・・・ボルト孔、15・・・・・・突
起、16・・・・・・凹溝、17・・・・・・ボルト、
18・・・・・・ナツト、19・・・・・・ワイヤー挿
通孔、20・・・・・・ワイヤーガイド、21・・・・
・・引寄せピース、22・・・・・・引寄せ作業用船、
23・・・・・・引寄せワイヤー、24・・・・・・ク
レーン船。
Fig. 1 is a cross-sectional view of a joint structure of an underwater pipe according to the present invention; Fig. 2 is a cross-sectional view taken along the line A-A in Fig. 1; and Fig. 3 is a cross-sectional view taken along the line B-B in Fig. 1. The sectional view and FIG. 4 are explanatory diagrams showing a joining mode of laying pipes having the same joining structure. In the drawing, 1... one laying pipe, 2...
...Fixed flange, 3...Tapered surface, 4.
...Bracket, 5...Bolt hole, 6...
...Drain hole, I...Other laying pipe, 8...
... Stub end, 9 ... Close contact all holes 10.
...Taber surface, 11 ...Bolt hole, 12
... Gasket, 13 ... Loose flange, 14 ... Bolt hole, 15 ... Protrusion, 16 ... Concave groove, 17 ... ····bolt,
18... Nut, 19... Wire insertion hole, 20... Wire guide, 21...
... Pulling piece, 22... Pulling work vessel,
23... Pulling wire, 24... Crane ship.

Claims (1)

【特許請求の範囲】[Claims] 1 下半部にテーパー付の受金具を有し、上半部にボル
ト孔を有する固定フランジを一方の敷設管端に固着し、
下半部のみが前記受金具内にテーパー嵌合可能になって
いるスタブエンドを、前記一方の敷設管端に接合される
他方の敷設管端に固着し、全周にボルト孔が前記固定フ
ランジのボルト孔と同一間隔をあけて設けられているル
ーズフランジを前記他方の敷設管端に遊嵌し、前記固定
フランジの上部とこれに対応する前記ルーズフランジの
上部とに夫々突設したワイヤーガイドに引寄せワイヤー
を挿通し、前記引寄せワイヤーにより他方の敷設管端を
一方の敷設管端に引寄せ、前記スタブエンドの下半部を
前記受金具内に嵌入後、前記ルーズフランジを介して前
記両敷設管端上半部をボルト結合することにより前記両
管端を接合することを特徴とする水中敷設管の接合方法
1. A fixed flange with a tapered receiving fitting in the lower half and a bolt hole in the upper half is fixed to one end of the laying pipe,
A stub end whose lower half can be tapered and fitted into the receiving fitting is fixed to the other laying pipe end that is joined to the one laying pipe end, and bolt holes are provided around the entire circumference of the fixed flange. A wire guide in which a loose flange provided at the same interval as the bolt hole is loosely fitted into the other end of the laying pipe, and protrudes from an upper part of the fixed flange and a corresponding upper part of the loose flange. A pulling wire is inserted into the pipe, the other laying pipe end is pulled to one laying pipe end by the pulling wire, and after the lower half of the stub end is fitted into the receiving metal fitting, the lower half of the stub end is inserted through the loose flange. A method for joining underwater pipes, characterized in that the two pipe ends are joined by bolting the upper halves of both pipe ends.
JP54042013A 1979-04-09 1979-04-09 How to join underwater pipes Expired JPS5914676B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP54042013A JPS5914676B2 (en) 1979-04-09 1979-04-09 How to join underwater pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP54042013A JPS5914676B2 (en) 1979-04-09 1979-04-09 How to join underwater pipes

Publications (2)

Publication Number Publication Date
JPS55135285A JPS55135285A (en) 1980-10-21
JPS5914676B2 true JPS5914676B2 (en) 1984-04-05

Family

ID=12624286

Family Applications (1)

Application Number Title Priority Date Filing Date
JP54042013A Expired JPS5914676B2 (en) 1979-04-09 1979-04-09 How to join underwater pipes

Country Status (1)

Country Link
JP (1) JPS5914676B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5997374A (en) * 1982-11-22 1984-06-05 株式会社明電舎 Method of connecting floated pipe
JPS60211186A (en) * 1984-04-04 1985-10-23 動力炉・核燃料開発事業団 Pipe joint for remote control
CN120720484B (en) * 2025-08-21 2025-11-18 交通运输部烟台打捞局 Rapid butt joint device for expansion bent flange of large sea pipe

Also Published As

Publication number Publication date
JPS55135285A (en) 1980-10-21

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