JP3884284B2 - Laying deep water intake pipes - Google Patents

Laying deep water intake pipes Download PDF

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Publication number
JP3884284B2
JP3884284B2 JP2001391065A JP2001391065A JP3884284B2 JP 3884284 B2 JP3884284 B2 JP 3884284B2 JP 2001391065 A JP2001391065 A JP 2001391065A JP 2001391065 A JP2001391065 A JP 2001391065A JP 3884284 B2 JP3884284 B2 JP 3884284B2
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water
water intake
deep
intake pipe
deep water
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JP2003194259A (en
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章 岡村
伸幸 林
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Nippon Steel Engineering Co Ltd
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Nippon Steel Engineering Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、深層水取水管をドライ状態で取水深度まで配設する深層水取水管の敷設方法に関し、特に取水深度における止水蓋の離脱が容易であって、かつ施工が容易な深層水取水管の敷設方法に関する。
【0002】
【従来の技術】
水深200m以深で採取される海洋深層水は、富栄養性、清浄性、低温安定性、熟成性などに優れており、海洋資源として高い価値を有する。かかる海洋深層水の取水方法としては、取水管を海底面に沿って深層水取水深度まで配設し、地上部に構築した取水ポンプに取水管の端部を取り付けて、ポンプアップにより取水するのが一般的である。
【0003】
従来技術において、硬質ポリエチレン製の取水管が用いられる場合があるが、耐久性および強度を考慮すると鋼管を用いるのが好ましい。しかし、鋼管内に海水を充填した状態で敷設作業を行った場合、水中重量が重くなるため多大な引張力が必要となり、施工性、経済性の面で不利となる。
【0004】
このため、取水管先端を蓋で封止して管内をドライ状態とし、浮力を利用して水中重量を軽減して敷設するのが望ましい。従来から管内をドライ状態として海底管を敷設する方法は知られているが、海洋深層水の取水管敷設に適用した場合、取水深度における蓋の取り外しが問題となる。すなわち、蓋の取り外し作業は敷設完了後のダイバー作業による場合が一般的であるが、海洋深層水の取水深度は水深200m以深であるため、通常のダイバーによる作業限界水深の30m以深では不可能で、特殊な技能を有するダイバーと潜水設備が必要となり、またコスト高となる。
【0005】
【発明が解決しようとする課題】
本発明は、上記従来技術の欠点を除くためにされたものであり、海洋深層水の取水深度付近でのダイバー作業を必要とすることなく、深層水取水管をドライ状態で深層水の取水深度まで容易に敷設し、海洋深層水を取水可能とすることを目的とする。
【0006】
【課題を解決するための手段】
(1) 第1の発明は、海底面1に沿って深層水取水管2を敷設する方法において、深層水取水管2の先端部にある取水口2aに圧縮変形可能な止水材4を介して止水蓋3を配置し、深層水取水管2の外周に設けられた切り欠き状の引掛部15に係合する係止爪12aが突設された係止機構により、止水蓋3を取水口2aに取り付け、深層水取水管2を管内部がドライ状態で深層水の取水深度まで敷設した後、深層水取水管2の先端部における管内圧を取水深度の外水圧より高くすることにより止水蓋3を離脱させ、深層水を取水可能とすることを特徴とする。
(2) 第2の発明は、海底面1に沿って深層水取水管2を敷設する方法において、深層水取水管2の先端部にある取水口2aに止水蓋3を配置すると共に、この深層水取水管2の地上側端部にロープ固定手段17を設け、止水蓋3の内側に設けられたロープ固定具3aに挿通させたロープ16を深層水取水管2の内部で緊張させてロープ固定手段17に固定することにより止水蓋3を取水口2aに装着する工程と、ロープ16を固定した状態で深層水取水管2の敷設を開始し、取水口2aが少なくとも水深10〜30mの浅水域に達するまではロープ16を固定したままにし、その後前記浅水域以深の水深においてロープ16の固定を解除して止水蓋3を外水圧で保持することにより、管内部のドライ状態を保持して深層水取水管2を深層水の取水深度まで敷設する工程と、深層水の取水深度において深層水取水管2の先端部における管内圧を取水深度の外水圧より高くして止水蓋3を離脱させ、深層水を取水可能とする工程と、を有することを特徴とする。
(3) 第3の発明は、海底面1に沿って深層水取水管2を敷設する方法において、深層水取水管2の先端部にある取水口2aに止水蓋3を配置すると共にこの深層水取水管2の地上側端部から排気することにより深層水取水管2の内部を減圧にして止水蓋3を取水口2aに吸着させる工程と、止水蓋3を取水口2aに吸着させた状態で深層水取水管2の敷設を開始し、取水口2aが少なくとも水深10〜30mの浅水域に達するまでは深層水取水管2の内部の減圧を保持し、その後前記浅水域以深の水深において前記地上側端部からの排気を中止して止水蓋3を外水圧で保持することにより、管内部のドライ状態を保持して深層水取水管2を深層水の取水深度まで敷設する工程と、深層水の取水深度において深層水取水管2の先端部における管内圧を取水深度の外水圧より高くして止水蓋3を離脱させ、深層水を取水可能とする工程と、を有することを特徴とする
(4) 第4の発明は、海底面1に沿って深層水取水管2を敷設する方法において、深層水取水管2の先端部にある取水口2aに止水蓋3をボルト19で仮止めする工程と、止水蓋2aを仮止めした状態で深層水取水管2の敷設を開始し、取水口2aが水深10〜30mの浅水域に達した段階でダイバー作業によってボルト19を取り外し、その後は止水蓋3を外水圧で保持することにより、管内部のドライ状態を保持して深層水取水管2を深層水の取水深度まで敷設する工程と、深層水の取水深度において深層水取水管3の先端部における管内圧を取水深度の外水圧より高くして止水蓋3を離脱させ、深層水を取水可能とする工程と、を有することを特徴とする
) 第の発明は、第1から第の発明において、深層水取水管2に水位が海面よりも高くなるように注水し、管内の水面と海面との間に水頭差Hを生じさせることにより、深層水取水管2の先端部の管内圧を外水圧より高くすることを特徴とする。
) 第の発明は、第1から第の発明において、深層水取水管2に注水した後、深層水取水管2の地上側端部を密閉した状態で管内圧を高めることにより、深層水取水管2の先端部の管内圧を外水圧より高くすることを特徴とする。
【0007】
【発明の実施の形態】
以下、本発明の実施形態を図面を参照しつつ詳細に説明する。
<第1実施形態>
図1(a)は、本発明の深層水取水管2の先端部を示した図である。鋼管からなる取水管本体2bの先端は閉塞されており、この閉塞部には、作業船5上のウインチ6から延長する曳航ロープ7を挿通するためのロープ取付部2cが溶接固定されている。なお、曳航ロープ7の両端を作業船5側に配置し、深層水取水管のロープ取付部2cで曳航ロープが折り返されるように深層水取水管2とウインチ6とを連結すると、曳航ロープの回収が容易となるので好ましい。
【0008】
また、深層水取水管2の先端部には、取水管本体2bと同等径の鋼管で構成された取水口2aが、取水管本体2bから上方に分岐されている。この取水口2aには、取水口2aを封止する止水蓋3が止着されている。そして取水口部分の保護、取水管敷設時の転倒防止および取水時における取水高さの確保のために、鋼管を三角錐状に枠組みしたプロテクター8が取水管本体2b先端部と取水口2aを取り囲むようにしてバンド締めまたは溶接により取り付けられている。なお、取水管本体2bをそのまま上方に曲げて取水口2aとし、変曲部にプロテクターとともにロープ取付用の部材を取り付けてもよい[図示を省略する]。
【0009】
図1(b)は、本発明における深層水取水管2の敷設時の状態を示す縦断側面図である。本発明では、鋼管を用いた深層水取水管2の先端に取り付けた曳航ロープ7を作業船5上のウインチ6に巻きつけ、作業船5の移動およびウインチ駆動によって深層水取水管2を曳航して深層水の取水深度(水深200m以深)まで敷設する。作業船5で曳航される深層水取水管2は、地上部に設けられたパイプヤード[図示を省略する]で敷設延長に伴い溶接して長尺化され、ローラー21上を移動して海底に進水する。なお、深層水取水管2の浮力が大きすぎる場合には、深層水取水管2にコンクリートコーティングや、鋼管の板厚調整を施す等の手段で水中重量がほぼ零になるように浮力を調整する。
【0010】
本発明では、深層水取水管2の敷設時に取水口2aに止水蓋3を止着して取水深度まで管内がドライ状態に保持される。取水口2aに止着された止水蓋3は、外水圧が止水蓋3の止水性を保持し、かつ落下しないような浅水域までは、止着手段によって止水蓋3が取水口2aに装着・保持される。前記浅水域は、取水口2aの口径、傾き、止水蓋3の重量などと、敷設時の衝撃を考慮し、安全率を見込めば約10m〜30mの水深となる。そして、外水圧のみで止水蓋3を押圧保持可能な水深以上になれば、前記止水手段を解除しても、外水圧により止水蓋3が取水口2aに押圧されて密着状態を保持したまま深層水取水管2を敷設できる。
【0011】
取水口2aと止水蓋3との止着手段として、例えば、合成樹脂やゴム系接着剤などのうち、接着力を弱めた低強度接着剤により取水口2aおよび止水蓋3を接着する。ここで低強度接着剤とは、浅水域において接着力を保持して止水することができ、かつ深層水取水管2の内圧を高めた場合には、容易に剥離する強度の接着層9を形成する接着剤を意味する。前記合成樹脂系接着材では、接着強度は主剤と硬化剤の配合比で接着強度を調整することができる。なお、浅水域より深くなれば、外水圧で接着層が破壊されても止水性のみ確保できればよい。
【0012】
図2は止水蓋3の止着手段の一例を示した図である。この止着手段は、取水口2aと止水蓋3との間に止水ゴムなどの圧縮変形可能な止水材4を配置し、止水材4と取水口2aおよび止水蓋3とを低強度接着剤9で接着して構成される。
【0013】
上記の止着手段では、図2(a)に示すように浅水域では、取水口2aと止水蓋3とが止水材4を狭持した状態で低強度接着剤9によって接着固定される。そして水深が深くなるにしたがって外水圧Pが大きくなるため、図2(b)に示すように外水圧Pにより止水蓋3が取水口2aに押圧されて圧縮変形する。このとき、止水蓋3に押圧された止水材4は外側に潰れるように変形し、接着層9にせん断力が作用して取水口2aと止水蓋3との接着力は弱まるか、接着力がなくなる。したがって、図2(c)に示すように、深層水の取水深度において深層水取水管2の内圧(P+ΔP)を外水圧(P)より高めることによって容易に止水蓋3を離脱させることができるようになっている。
【0014】
深層水取水管2が取水深度まで到達した段階で、作業船に固定された曳航ロープ7の一端を海中に落下させ、他端を作業船5のウインチ6で牽引して曳航ロープ7を回収する。そして、前記のように深層水取水管2の内圧を取水深度の外水圧より高くして止水蓋3を離脱させることで、深層水取水管2の敷設が完了し、深層水が取水可能となる。
【0015】
ここで、止水蓋3の離脱方法としては、図3(a)に示すように、深層水取水管2に注水した水の水位を海面10より高くして水頭差Hを生じさせ、深層水取水管2の先端部の管内圧を外水圧より高くすることで止水蓋3を離脱させることができる。また図3(b)に示すように、深層水取水管2に注水した後、地上側管端を密閉してポンプ11により管内圧を高めることで止水蓋3を離脱させるようにしてもよい。なお、止水蓋の離脱確認は、図3(a)の例では水頭差Hの低下、図3(b)の例ではポンプ11の圧力計の低下により容易にできる。
【0016】
<第2実施形態>
図4は第2実施形態の取水口2aと止水蓋3との止着手段を示した図である。第2実施形態の止着手段は、取水口2aの端部と止水蓋3に挟んだ止水材4の圧縮変形で解除可能な1組の係止機構を止水蓋に設けたものである。なお、以下の実施形態において第1実施形態と同一の構成には、同一符号を付して説明を省略する。
【0017】
図4(a)に示すように、第2実施形態では、先端部の一側面に係止爪12aが突設された2つの係止片12が、止水蓋3の外周にピン結合13されて係止機構が構成される。係止片12は、止水蓋3の中心を基準として線対称の位置で、かつ係止爪12aが内向きに対向した状態となるように止水蓋3に軸止されている。そして、各係止片の係止爪12aとピン接合部13との間には、内向きに対向した状態でスプリング14がそれぞれ取り付けられている。
【0018】
一方、取水口2aの端部には止水ゴムなどの圧縮変形可能な止水材4が配置され、取水口2aと止水蓋3との間に止水材4が挟入されるようになっている。また、取水口2aの外周には、係止爪12aに対応した位置に切り欠き状の引掛部15が2ヵ所設けられる。なお、取水口2aの端部から引掛部15までの長さは、引掛部15に係止爪12aを係合させた状態で、止水材4が若干圧縮される長さに設定される。
【0019】
図4(b)は、敷設開始から浅水域における第2実施形態の止着手段の止着状態を示した図である。係止片の係止爪12aと取水口2aの引掛部15とが係合する一方で、圧縮された止水材4の復元力により止水蓋3が外側に押圧されるため、止水蓋3は取水口2aに密着固定される。
【0020】
図4(c)は浅水域以深における第2実施形態の止着手段の状態を示した図である。浅水域以深では外水圧が大きくなり、外水圧Pによって止水蓋3に押圧された止水材4は潰れるように圧縮変形し、止水蓋3は取水口2aに押圧されて密着固定される。そして止水材4の圧縮変形が進むと、止水蓋3が取水口側に押圧されることで係止爪12aが引掛部15から外れ、係止片12の内側に設けられたスプリング14により係止片12が外側に付勢されるため、係止片の係止爪12aと取水口2aの引掛部15との係合が解除される。係合が解除された後も、止水蓋3は外水圧Pにより取水口2aと密閉保持される。そして、深層水の取水深度において、深層水取水管2の内圧を外水圧より高めることで容易に止水蓋3を離脱させることができる。
【0021】
<第3実施形態>
図5は、第3実施形態の取水口2aと止水蓋3との仮の止着手段を示した図である。第3実施形態では、あらかじめ地上部において長管を製作しておく。この長管は定尺管を溶接延長して、外水圧Pによって止水蓋3が押圧保持できる水深に敷設可能な長さとする。止水蓋3の内側(取水口側)には止着ロープ16を挿通するためのロープ取付部3aを設ける。一方、深層水取水管2を長尺化した長管2dの地上側端部にはロープ挿通孔17aが開孔され、かつ管内部側に止着ロープの一端が固定されたロープ固定部17bを有する蓋17を取り付ける。また、蓋17にはスプリング付係止機構20を設ける。
【0022】
そして、止着ロープ16を止水蓋のロープ取付部3aを挿通させて折り返し、蓋のロープ挿通孔17aを経て、止着ロープ16に引張力を導入して、スプリング付係止機構20で係止し、取水口2aと止水蓋3とを固定する。敷設途中において、深層水取水管2の先端部が止水蓋3を保持するのに十分な外水圧となる深度に達した段階で、止着ロープ16の固定を解除して、長管2dの地上側端部の蓋17を取り外す。この際、仮の止着手段を解除しても、止水蓋3は外水圧により密着状態が保持される。その後、地上部のパイプヤード22で深層水取水管2を延長しつつ敷設を続ける。深層水取水管2が取水深度まで到達した段階で、深層水取水管2の内圧を外水圧より高めて止水蓋3を離脱させる。
【0023】
<第4実施形態>
図6(a)は、第4実施形態の取水口2aと止水蓋3との仮の止着手段を示した図である。第4実施形態では、前記第3実施形態と同様な長管2dを用いる。長管2dの地上側端部には、真空ポンプ23と連通する配管を取り付けた蓋18を密閉状態で取り付け、密閉した深層水取水管2の内部を真空ポンプ23で減圧する。この結果、止水蓋3を吸着して取水口2aに固定することができる。そして、敷設途中において、深層水取水管2の先端部が止水蓋3を保持するのに十分な外水圧となる深度に達した段階で真空ポンプ23による減圧を止めて蓋18を取り外す。蓋18を取り外しても、止水蓋3は外水圧により密着状態が保持できる。以降の敷設作業、止水蓋の離脱作業は上記実施形態と同様である。
【0024】
<第5実施形態>
図7は、第5実施形態の取水口2aと止水蓋3との止着手段を示した図である。第5実施形態は、敷設開始から外水圧のみによって止水蓋が押圧保持できる浅水域においては、取水口2aと止水蓋3とをボルト締めで仮止め状態とする。そして、深層水取水管2の先端部が止水蓋3を保持するのに十分な外水圧となる深度に達した段階でダイバー作業によりボルト19を外して、外水圧のみにより止水蓋3を密着固定させるものである。この場合のダイバー作業は、水深10mから30m程度の浅水域で行われるため、通常のダイバーによって比較的に容易にできる。
【0025】
【発明の効果】
本発明の深層水取水管の敷設方法では、先端部の取水口に設けた止水蓋によって深層水取水管の内部をドライ状態に維持して敷設する。したがって、敷設時には浮力を利用して取水管の水中重量を軽減できるため、取水管の引出し力を低減でき、かつ施工を容易にすることができる。
【0026】
また、前記止水蓋は、敷設途中において、敷設開始から浅水域では脱落防止する止着手段で、低強度接着剤または仮止め手段で取水口に密着固定され、その後は少なくとも外水圧によって密着状態を保持したまま、深層水取水管が深層水取水深度まで敷設される。深層水取水管の敷設後に取水管内に水を注入し、外水圧により高い圧力を加えて止水蓋を容易に離脱して取水可能にできる。従って、深海用の特殊ダイバーが不要となり、経済性、安全性の高い敷設作業を行うことができる。
【図面の簡単な説明】
【図1】(a)は本発明の深層水取水管の先端部を示した図であり、(b)は本発明における深層水取水管の敷設時の状態を示す縦断側面図である。
【図2】(a)から(c)は、第1実施形態の1例として、止水材と取水口および止水蓋とを低強度接着剤で接着して構成された止着手段の図である。
【図3】(a)は水頭差により止水蓋を離脱させる場合を示した図であり、(b)はポンプにより止水蓋を離脱させる場合を示した図である。
【図4】第2実施形態の取水口と止水蓋との止着手段を示した図である。
【図5】第3実施形態の取水口と止水蓋との止着手段を示した図である。
【図6】第4実施形態の取水口と止水蓋との止着手段を示した図である。
【図7】第5実施形態の取水口と止水蓋との止着手段を示した図である。
【符号の説明】
1 海底面
2 深層水取水管
2a 取水口
2b 取水管本体
2c ロープ取付部
2d 長管
3 止水蓋
3a ロープ固定具
4 止水材(止水ゴム)
5 作業船
6 ウインチ
7 曳航ロープ
8 プロテクター
9 接着層(接着剤)
10 海面
11 ポンプ
12 係止片
12a 係止爪
13 ピン接合部
14 スプリング
15 引掛部
16 止着ロープ
17 蓋(ロープ固定手段)
17a ロープ挿通孔
17b ロープ固定部
18 蓋
19 ボルト
19a ナット
20 スプリング付係止機構
21 ローラー
22 パイプヤード
23 真空ポンプ
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for laying a deep water intake pipe in which the deep water intake pipe is disposed in a dry state up to the water intake depth, and in particular, the deep water intake pipe is easy to detach and to be easily constructed at the water intake depth. It relates to the method of laying water pipes.
[0002]
[Prior art]
Deep sea water collected at a depth of 200 m or more is excellent in eutrophication, cleanliness, low temperature stability, ripening property, etc., and has high value as a marine resource. As such a deep sea water intake method, the intake pipe is arranged along the sea bottom to the deep water intake depth, the end of the intake pipe is attached to the intake pump constructed on the ground, and water is taken in by pumping up. Is common.
[0003]
In the prior art, a intake pipe made of hard polyethylene may be used, but it is preferable to use a steel pipe in consideration of durability and strength. However, when laying work is performed in a state where the steel pipe is filled with seawater, the weight in water becomes heavy, so a great tensile force is required, which is disadvantageous in terms of workability and economy.
[0004]
For this reason, it is desirable that the tip of the intake pipe be sealed with a lid so that the inside of the pipe is in a dry state, and the weight in water is reduced using buoyancy. Conventionally, a method of laying a submarine pipe with the inside of the pipe in a dry state is known. However, when applied to the laying of a deep-sea water intake pipe, removal of the lid at the intake depth becomes a problem. In other words, the lid removal work is generally done by diver work after laying is completed, but since the intake depth of the deep sea water is 200m or deeper, it is impossible at the work depth of 30m or less by the normal diver. In addition, divers and diving equipment with special skills are required and the cost is high.
[0005]
[Problems to be solved by the invention]
The present invention was made to eliminate the above-mentioned drawbacks of the prior art, and the depth of intake of the deep water in the deep water intake pipe is dry without requiring diver work near the intake depth of the deep sea water. The purpose is to make it easy to lay water and take in deep sea water.
[0006]
[Means for Solving the Problems]
(1) The first invention is a method of laying a deep water intake pipe 2 along the sea bottom 1, via a water stop material 4 that is compressible and deformable at a water intake 2 a at the tip of the deep water intake pipe 2. The water stop lid 3 is disposed by a locking mechanism in which a locking claw 12a that engages with a notch-shaped hooking portion 15 provided on the outer periphery of the deep water intake pipe 2 is provided. attached to the intake 2a, after the tube portion deep water intake pipe 2 is laid up intake depth deep water in the dry state, by the internal pressure at the tip of the deep seawater intake pipe 2 higher than the outside pressure of intake depth The water-stop cover 3 is detached, and deep water can be taken.
(2) In the second invention, in the method of laying the deep water intake pipe 2 along the sea bottom 1, the water stop lid 3 is disposed at the water intake 2a at the tip of the deep water intake pipe 2, and this A rope fixing means 17 is provided at the end of the deep water intake pipe 2 on the ground side, and the rope 16 inserted through the rope fixture 3a provided inside the water stop lid 3 is tensioned inside the deep water intake pipe 2. The process of attaching the water stop lid 3 to the water inlet 2a by fixing to the rope fixing means 17, and the laying of the deep water intake pipe 2 with the rope 16 fixed are started, and the water intake 2a is at least 10 to 30 m in depth. The rope 16 is kept fixed until it reaches the shallow water area, and then the rope 16 is released at a depth deeper than the shallow water area, and the water stop cover 3 is held at the external water pressure, thereby maintaining the dry state inside the pipe. Hold deep water intake pipe 2 deep water Laying up to the water intake depth, and at the deep water intake depth, the pipe internal pressure at the tip of the deep water intake pipe 2 is made higher than the external water pressure at the water depth, and the water stop lid 3 can be detached to take in the deep water. And a step of performing.
(3) The third invention is a method of laying the deep water intake pipe 2 along the sea bottom 1 and disposing the water stop lid 3 at the intake port 2a at the tip of the deep water intake pipe 2 and this deep layer. The step of depressurizing the inside of the deep water intake pipe 2 by exhausting from the end on the ground side of the water intake pipe 2 to adsorb the water stop lid 3 to the water inlet 2a; In this state, laying of the deep water intake pipe 2 is started, and the decompression inside the deep water intake pipe 2 is maintained until the intake port 2a reaches at least a shallow water area having a depth of 10 to 30 m. Suspending the exhaust from the end on the ground side and holding the water stop lid 3 at an external water pressure to maintain the dry state inside the pipe and lay the deep water intake pipe 2 to the deep water intake depth And at the tip of the deep water intake pipe 2 at the deep water intake depth And a step of making the internal pressure higher than the external water pressure at the depth of water to disengage the water blocking lid 3 and enabling the intake of deep water .
(4) The fourth invention relates to a method of laying the deep water intake pipe 2 along the sea bottom 1, and temporarily fixing the water stop lid 3 with the bolt 19 to the water intake 2 a at the tip of the deep water intake pipe 2. And the laying of the deep water intake pipe 2 is started with the water stop lid 2a temporarily fixed, and the bolt 19 is removed by diver work when the intake port 2a reaches a shallow water area with a water depth of 10 to 30 m. Holds the water stop lid 3 at an external water pressure, maintains the dry state inside the pipe and lays the deep water intake pipe 2 to the deep water intake depth, and the deep water intake pipe at the deep water intake depth And the step of making the internal pressure of the pipe 3 higher than the external water pressure of the water depth to release the water stop lid 3 and enabling the intake of deep water .
( 5 ) In the fifth invention, in the first to fourth inventions, water is poured into the deep water intake pipe 2 so that the water level is higher than the sea level, and a water head difference H is generated between the water surface in the pipe and the sea surface. the Rukoto is characterized that you the internal pressure of the tip of the deep seawater intake pipe 2 higher than the outside pressure.
(6) Sixth aspect, in the first to fourth inventions, after injection into deep water intake pipe 2, by increasing the internal pressure in the closed state of the ground side end of the deep water intake pipe 2 The internal pressure at the tip of the deep water intake pipe 2 is made higher than the external water pressure .
[0007]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
<First Embodiment>
Fig.1 (a) is the figure which showed the front-end | tip part of the deep water intake pipe 2 of this invention. The tip of the intake pipe main body 2b made of a steel pipe is closed, and a rope attachment portion 2c for inserting a towing rope 7 extending from the winch 6 on the work boat 5 is welded and fixed to the closed portion. If the deep water intake pipe 2 and the winch 6 are connected so that both ends of the tow rope 7 are arranged on the work ship 5 side and the tow rope 7 is folded back by the rope mounting portion 2c of the deep water intake pipe, the tow rope 7 This is preferable because it is easy to recover.
[0008]
In addition, a water intake port 2a made of a steel pipe having the same diameter as the water intake pipe main body 2b is branched upward from the water intake pipe main body 2b. A water stop lid 3 for sealing the water intake port 2a is fixed to the water intake port 2a. And in order to protect the water intake portion, prevent falling when laying the water intake pipe, and ensuring the water intake height at the time of water intake, a protector 8 having a steel pipe framed in a triangular pyramid shape surrounds the front end of the water intake pipe body 2b and the water intake 2a. Thus, it is attached by band fastening or welding. The intake pipe main body 2b may be bent as it is to form the intake port 2a, and a member for attaching the rope may be attached to the inflection portion together with the protector [not shown].
[0009]
FIG.1 (b) is a vertical side view which shows the state at the time of laying of the deep water intake pipe 2 in this invention. In the present invention, the tow rope 7 attached to the tip of the deep water intake pipe 2 using a steel pipe is wound around the winch 6 on the work ship 5 and the deep water intake pipe 2 is towed by moving the work ship 5 and driving the winch. Laying up to deep water intake depth (water depth of 200m or more). The deep water intake pipe 2 towed by the work ship 5 is welded and lengthened along with the laying extension at a pipe yard [not shown] provided on the ground, and moves on the roller 21 to the seabed. Launch. In addition, when the buoyancy of the deep water intake pipe 2 is too large, the buoyancy is adjusted so that the weight in water becomes almost zero by means such as applying concrete coating to the deep water intake pipe 2 or adjusting the thickness of the steel pipe. .
[0010]
In the present invention, when the deep water intake pipe 2 is laid, the water stop lid 3 is fixed to the water intake 2a, and the inside of the pipe is kept dry until the water intake depth. The water stop lid 3 fixed to the water intake port 2a has the water stop cover 3 attached to the water intake port 2a by the fixing means until the outside water pressure keeps the water stop property of the water stop cover 3 and does not fall. Attached and held on. The shallow water area has a water depth of about 10 m to 30 m in consideration of the diameter and inclination of the water intake 2 a, the weight of the water blocking lid 3, the impact at the time of laying, and the safety factor. And if it becomes more than the water depth which can press-hold the water stop cover 3 only with external water pressure, even if the water stop means is cancelled, the water stop cover 3 is pressed against the water intake port 2a by the external water pressure and keeps the close contact state. The deep water intake pipe 2 can be laid as it is.
[0011]
As a means for fastening the water intake port 2a and the water stop lid 3, for example, the water intake port 2a and the water stop lid 3 are bonded with a low-strength adhesive having weakened adhesive force, such as synthetic resin or rubber adhesive. Here, the low-strength adhesive means that the adhesive layer 9 having a strength capable of holding off the adhesive force in a shallow water area and easily peeling off when the internal pressure of the deep water intake pipe 2 is increased. It means the adhesive to be formed. In the synthetic resin adhesive, the adhesive strength can be adjusted by the mixing ratio of the main agent and the curing agent. In addition, if it becomes deeper than a shallow water area, even if an adhesive layer is destroyed by external water pressure, it is only necessary to ensure water-stopping.
[0012]
FIG. 2 is a view showing an example of a fixing means of the water blocking lid 3. This fastening means arranges a water-stopping material 4 such as water-stopping rubber, which is compressible and deformable, between the water inlet 2a and the water-stopping lid 3, and the water-stopping material 4, the water intake 2a and the water-stopping lid 3 are It is formed by bonding with a low-strength adhesive 9.
[0013]
In the above fastening means, as shown in FIG. 2 (a), in the shallow water area, the water intake 2a and the water stop lid 3 are bonded and fixed by the low strength adhesive 9 with the water stop material 4 held between them. . Since the external water pressure P increases as the water depth increases, the water stop lid 3 is pressed against the intake port 2a by the external water pressure P as shown in FIG. At this time, the water-stopping material 4 pressed by the water-stopping lid 3 is deformed so as to be crushed outward, and shear force acts on the adhesive layer 9 to weaken the adhesive force between the water intake port 2a and the water-stopping lid 3, The adhesive strength is lost. Therefore, as shown in FIG. 2 (c), the water stop lid 3 can be easily detached by increasing the internal pressure (P + ΔP) of the deep water intake pipe 2 above the external water pressure (P) at the deep water intake depth. It is like that.
[0014]
When the deep water intake pipe 2 reaches the intake depth, one end of the tow rope 7 fixed to the work ship is dropped into the sea, and the other end is pulled by the winch 6 of the work ship 5 to collect the tow rope 7. . Then, as described above, the internal pressure of the deep water intake pipe 2 is made higher than the external water pressure of the water depth and the water stop lid 3 is detached, so that the laying of the deep water intake pipe 2 is completed and deep water can be taken in. Become.
[0015]
Here, as a method for detaching the water blocking lid 3, as shown in FIG. 3 (a), the water level injected into the deep water intake pipe 2 is made higher than the sea level 10 to generate a head difference H, The water stop lid 3 can be detached by making the pipe internal pressure at the tip of the water intake pipe 2 higher than the external water pressure. Further, as shown in FIG. 3 (b), after the water is poured into the deep water intake pipe 2, the water stop lid 3 may be detached by sealing the ground side pipe end and increasing the pipe internal pressure by the pump 11. . In addition, the separation confirmation of the water stop lid can be easily performed by reducing the water head difference H in the example of FIG. 3A and decreasing the pressure gauge of the pump 11 in the example of FIG.
[0016]
Second Embodiment
FIG. 4 is a view showing a fastening means for the water intake 2a and the water stop lid 3 of the second embodiment. The fixing means of the second embodiment is provided with a set of locking mechanisms that can be released by compressive deformation of the water stop material 4 sandwiched between the end of the water intake port 2a and the water stop cover 3 on the water stop cover. is there. In the following embodiments, the same components as those in the first embodiment are denoted by the same reference numerals and description thereof is omitted.
[0017]
As shown in FIG. 4A, in the second embodiment, two locking pieces 12 having locking claws 12 a protruding from one side surface of the tip are pin-coupled 13 to the outer periphery of the water-stopping lid 3. The locking mechanism is configured. The locking piece 12 is axially fixed to the water blocking lid 3 so that the locking claw 12a faces inward at a line-symmetrical position with respect to the center of the water blocking lid 3. A spring 14 is attached between the locking claw 12a of each locking piece and the pin joint portion 13 so as to face each other inward.
[0018]
On the other hand, a compressible and deformable water stop material 4 such as a water stop rubber is disposed at the end of the water intake port 2a, and the water stop material 4 is inserted between the water intake port 2a and the water stop cover 3. It has become. In addition, two cutout hooks 15 are provided on the outer periphery of the water intake port 2a at positions corresponding to the locking claws 12a. In addition, the length from the edge part of the water intake 2a to the hook part 15 is set to the length in which the water blocking material 4 is slightly compressed in a state in which the latching claw 12a is engaged with the hook part 15.
[0019]
FIG.4 (b) is the figure which showed the fastening state of the fastening means of 2nd Embodiment in a shallow water area from laying start. While the locking claw 12a of the locking piece and the hooking portion 15 of the water intake port 2a are engaged, the water blocking lid 3 is pressed outward by the restoring force of the compressed water blocking material 4, so that the water blocking lid 3 is closely fixed to the water intake 2a.
[0020]
FIG.4 (c) is the figure which showed the state of the fixing means of 2nd Embodiment in deeper than a shallow water area. Outside the shallow water area, the external water pressure increases, and the water stop material 4 pressed against the water stop lid 3 by the external water pressure P is compressed and deformed so as to be crushed, and the water stop cover 3 is pressed against the water intake port 2a and fixed tightly. . When the waterstop material 4 is further compressed and deformed, the waterstop 3 is pressed toward the water intake side so that the locking claw 12a is detached from the hooking portion 15 and is moved by the spring 14 provided inside the locking piece 12. Since the locking piece 12 is urged outward, the engagement between the locking claw 12a of the locking piece and the hooking portion 15 of the water intake port 2a is released. Even after the engagement is released, the water stop lid 3 is hermetically held with the water intake port 2a by the external water pressure P. And in the deep water intake depth, the water stop lid | cover 3 can be easily detached by making the internal pressure of the deep water intake pipe 2 higher than an external water pressure.
[0021]
<Third Embodiment>
FIG. 5 is a view showing a temporary fixing means between the water intake port 2a and the water stop lid 3 of the third embodiment. In the third embodiment, a long pipe is manufactured in advance on the ground. This long pipe is a length that can be laid at a water depth that allows the water stop lid 3 to be pressed and held by the external water pressure P by extending the fixed pipe by welding. On the inner side (water intake side) of the water stop lid 3, a rope attachment portion 3a for inserting the fixing rope 16 is provided. On the other hand, a rope insertion hole 17a is opened at the ground side end of the long pipe 2d obtained by elongating the deep water intake pipe 2, and a rope fixing part 17b in which one end of the anchoring rope is fixed to the inside of the pipe. A lid 17 having the same is attached. Further, the lid 17 is provided with a locking mechanism 20 with a spring.
[0022]
Then, the fastening rope 16 is turned back by inserting the rope attaching portion 3a of the water-stopping lid, and a tensile force is introduced into the fastening rope 16 through the rope insertion hole 17a of the lid, and the locking mechanism 20 with spring is engaged. The water intake 2a and the water stop lid 3 are fixed. In the middle of laying, when the tip of the deep water intake pipe 2 reaches a depth at which the external water pressure is sufficient to hold the water stop cover 3, the fixing rope 16 is released and the long pipe 2d Remove the lid 17 at the end on the ground side. At this time, even if the temporary fixing means is released, the water stop lid 3 is kept in close contact with the external water pressure. Then, laying is continued while extending the deep water intake pipe 2 in the pipe yard 22 on the ground. When the deep water intake pipe 2 reaches the intake depth, the inner pressure of the deep water intake pipe 2 is increased from the external water pressure, and the water stop lid 3 is detached.
[0023]
<Fourth embodiment>
FIG. 6A is a diagram showing a temporary fixing means for the water intake port 2a and the water stop lid 3 of the fourth embodiment. In the fourth embodiment, a long tube 2d similar to that in the third embodiment is used. A lid 18 to which a pipe communicating with the vacuum pump 23 is attached in a sealed state at the end of the long pipe 2d on the ground side, and the inside of the sealed deep water intake pipe 2 is decompressed by the vacuum pump 23. As a result, the water stop lid 3 can be adsorbed and fixed to the water intake 2a. In the middle of laying, when the tip of the deep water intake pipe 2 reaches a depth at which the external water pressure is sufficient to hold the water blocking lid 3, the pressure reduction by the vacuum pump 23 is stopped and the lid 18 is removed. Even when the lid 18 is removed, the water stop lid 3 can be kept in close contact with the external water pressure. Subsequent laying work and removal work of the water blocking lid are the same as in the above embodiment.
[0024]
<Fifth Embodiment>
FIG. 7 is a view showing a fastening means between the water intake port 2a and the water stop lid 3 of the fifth embodiment. In the fifth embodiment, in the shallow water area where the water stop lid can be pressed and held only by the external water pressure from the start of laying, the water intake port 2a and the water stop cover 3 are temporarily fixed by bolting. Then, when the tip of the deep water intake pipe 2 reaches a depth at which the external water pressure is sufficient to hold the water stop lid 3, the bolt 19 is removed by diver work, and the water stop lid 3 is removed only by the external water pressure. It is to be tightly fixed. In this case, the diver operation is performed in a shallow water area having a water depth of about 10 m to 30 m, and can be relatively easily performed by a normal diver.
[0025]
【The invention's effect】
In the laying method of the deep water intake pipe of the present invention, the deep water intake pipe is laid while maintaining the inside of the deep water intake pipe in a dry state by the water stop lid provided at the water intake at the tip. Therefore, since the underwater weight of the intake pipe can be reduced using buoyancy at the time of laying, the drawing force of the intake pipe can be reduced and the construction can be facilitated.
[0026]
Further, the water-stop cover is a fixing means that prevents dropping in shallow water from the start of laying in the middle of laying, and is tightly fixed to the water intake with a low-strength adhesive or temporary fixing means, and then is in close contact with at least an external water pressure. The deep water intake pipe is laid to the deep water intake depth. After laying the deep water intake pipe, water can be injected into the intake pipe, and a high pressure can be applied by the external water pressure to easily remove the water stop lid to enable water intake. Therefore, a special diver for deep sea is not required, and laying work with high economy and safety can be performed.
[Brief description of the drawings]
FIG. 1 (a) is a view showing a tip portion of a deep water intake pipe of the present invention, and FIG. 1 (b) is a longitudinal side view showing a state when the deep water intake pipe is laid in the present invention.
FIGS. 2 (a) to 2 (c) are views of fastening means constituted by adhering a water stop material, a water intake port and a water stop lid with a low-strength adhesive as an example of the first embodiment. It is.
FIG. 3A is a diagram showing a case where a water stop lid is detached due to a water head difference, and FIG. 3B is a diagram showing a case where a water stop lid is detached by a pump.
FIG. 4 is a view showing a fixing means for a water intake port and a water stop cover according to a second embodiment.
FIG. 5 is a view showing a fixing means for a water intake port and a water stop cover according to a third embodiment.
FIG. 6 is a view showing a fixing means for a water intake port and a water stop cover according to a fourth embodiment.
FIG. 7 is a view showing a fixing means for a water intake port and a water stop cover according to a fifth embodiment.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Sea bottom 2 Deep water intake pipe 2a Intake port 2b Intake pipe main body 2c Rope attachment part 2d Long pipe 3 Water stop cover 3a Rope fixing tool 4 Water stop material (water stop rubber)
5 Work ship 6 Winch 7 Towing rope 8 Protector 9 Adhesive layer (adhesive)
DESCRIPTION OF SYMBOLS 10 Sea surface 11 Pump 12 Locking piece 12a Locking claw 13 Pin joint part 14 Spring 15 Hooking part 16 Fastening rope 17 Cover (rope fixing means)
17a Rope insertion hole 17b Rope fixing part 18 Lid 19 Bolt 19a Nut 20 Locking mechanism with spring 21 Roller 22 Pipe yard 23 Vacuum pump

Claims (6)

海底面に沿って深層水取水管を敷設する方法において、前記深層水取水管の先端部にある取水口に圧縮変形可能な止水材を介して止水蓋を配置し、前記深層水取水管の外周に設けられた切り欠き状の引掛部に係合する係止爪が突設された係止機構により、前記止水蓋を前記取水口に取り付け、前記深層水取水管を管内部がドライ状態で深層水の取水深度まで敷設した後、前記深層水取水管の先端部における管内圧を取水深度の外水圧より高くすることにより前記止水蓋を離脱させ、深層水を取水可能とすることを特徴とする深層水取水管の敷設方法。In the method of laying a deep water intake pipe along the sea bottom, a deep water intake pipe is disposed through a water stop material that is compressively deformable at a water intake at a tip of the deep water intake pipe, and the deep water intake pipe The water stop lid is attached to the water intake port by a locking mechanism in which a locking claw that engages with a notch-shaped hook portion provided on the outer periphery of the water intake port, and the deep water intake pipe is dry inside the pipe. In this state, after laying up to the deep water intake depth, the internal pressure at the tip of the deep water intake pipe is made higher than the external water pressure at the water depth, so that the water stop lid is detached, and deep water can be taken in. A method for laying deep water intake pipes. 海底面に沿って深層水取水管を敷設する方法において、前記深層水取水管の先端部にある取水口に止水蓋を配置すると共に、この深層水取水管の地上側端部にロープ固定手段を設け、前記止水蓋の内側に設けられたロープ固定具に挿通させたロープを前記深層水取水管内部で緊張させて前記ロープ固定手段に固定することにより前記止水蓋を前記取水口に装着する工程と、前記ロープを固定した状態で前記深層水取水管の敷設を開始し、前記取水口が少なくとも水深10〜30mの浅水域に達するまでは前記ロープを固定したままにし、その後前記浅水域以深の水深において前記ロープの固定を解除して前記止水蓋を外水圧で保持することにより、管内部のドライ状態を保持して前記深層水取水管を深層水の取水深度まで敷設する工程と、深層水の取水深度において前記深層水取水管の先端部における管内圧を取水深度の外水圧より高くして前記止水蓋を離脱させ、深層水を取水可能とする工程と、を有することを特徴とする深層水取水管の敷設方法。In the method of laying a deep water intake pipe along the sea bottom, a water stop lid is disposed at the water intake at the tip of the deep water intake pipe, and a rope fixing means is provided on the ground side end of the deep water intake pipe. The rope inserted through a rope fixture provided inside the water stop lid is tensioned inside the deep water intake pipe and fixed to the rope fixing means, thereby fixing the water stop lid to the water intake port. Starting the laying of the deep water intake pipe with the rope being fixed, and the rope being fixed until the intake reaches a shallow water area of at least 10 to 30 m in depth, and then the shallow The step of laying the deep water intake pipe to the deep water intake depth while maintaining the dry state inside the pipe by releasing the fixation of the rope at a water depth deeper than the water area and holding the water stop lid at an external water pressure And deep A step of making the internal pressure at the tip of the deep water intake pipe higher than the external water pressure of the water depth at the water intake depth and releasing the water stop lid to enable the intake of deep water. To lay deep water intake pipes. 海底面に沿って深層水取水管を敷設する方法において、前記深層水取水管の先端部にある取水口に止水蓋を配置すると共にこの深層水取水管の地上側端部から排気することにより前記深層水取水管の内部を減圧にして前記止水蓋を前記取水口に吸着させる工程と、前記止水蓋を前記取水口に吸着させた状態で前記深層水取水管の敷設を開始し、前記取水口が少なくとも水深10〜30mの浅水域に達するまでは前記深層水取水管内部の減圧を保持し、その後前記浅水域以深の水深において前記地上側端部からの排気を中止して前記止水蓋を外水圧で保持することにより、管内部のドライ状態を保持して前記深層水取水管を深層水の取水深度まで敷設する工程と、深層水の取水深度において前記深層水取水管の先端部における管内圧を取水深度の外水圧より高くして前記止水蓋を離脱させ、深層水を取水可能とする工程と、を有することを特徴とする深層水取水管の敷設方法。In the method of laying a deep water intake pipe along the sea bottom, by disposing a water stop lid at the water intake at the tip of the deep water intake pipe and exhausting from the ground side end of the deep water intake pipe Reducing the pressure inside the deep water intake pipe and causing the water stop lid to be adsorbed to the water intake; and starting laying the deep water intake pipe with the water stop lid being adsorbed to the water intake; The decompression inside the deep water intake pipe is maintained until the intake reaches a shallow water area of at least 10 to 30 m in depth, and then the exhaust from the end on the ground side is stopped at the water depth deeper than the shallow water area and the stop is stopped. The step of laying the deep water intake pipe to the deep water intake depth while maintaining the dry state inside the pipe by holding the water lid at the external water pressure, and the tip of the deep water intake pipe at the deep water intake depth Depth of water intake in the pipe And higher than the outside pressure to disengage the waterproofing cover, laying method deep water intake pipes, characterized in that it comprises the steps of: enabling intake of deep water, the. 海底面に沿って深層水取水管を敷設する方法において、前記深層水取水管の先端部にある取水口に止水蓋をボルトで仮止めする工程と、前記止水蓋を仮止めした状態で前記深層水取水管の敷設を開始し、前記取水口が水深10〜30mの浅水域に達した段階でダイバー作業によって前記ボルトを取り外し、その後は前記止水蓋を外水圧で保持することにより、管内部のドライ状態を保持して前記深層水取水管を深層水の取水深度まで敷設する工程と、深層水の取水深度において前記深層水取水管の先端部における管内圧を取水深度の外水圧より高くして前記止水蓋を離脱させ、深層水を取水可能とする工程と、を有することを特徴とする深層水取水管の敷設方法。In the method of laying a deep water intake pipe along the sea bottom, in the state where the water stop cover is temporarily fixed with a bolt to the intake port at the tip of the deep water intake pipe, and the water stop cover is temporarily fixed By starting the laying of the deep water intake pipe, removing the bolt by diver work when the intake reaches a shallow water area of 10 to 30 m in depth, and then holding the water stop lid at an external water pressure, The process of laying the deep water intake pipe to the deep water intake depth while maintaining the dry state inside the pipe, and the internal pressure at the tip of the deep water intake pipe at the deep water intake depth from the external water pressure of the water depth A method of laying a deep water intake pipe, comprising: elevating the water stop lid to allow the deep water to be taken in. 前記深層水取水管に水位が海面よりも高くなるように注水し、管内の水面と海面との間に水頭差を生じさせることにより、前記深層水取水管の先端部の管内圧を外水圧より高くすることを特徴とする請求項1乃至4のいずれか1項に記載の深層水取水管の敷設方法。 Pouring water as the water level in the deep water intake pipe is higher than the sea level, the Rukoto cause water head difference between the water surface and the sea surface in the tube, the internal pressure of the tip of the deep seawater intake pipe outer water pressure laying method deep water intake pipe according to any one of claims 1 to 4, characterized that you higher. 前記深層水取水管に注水した後、前記深層水取水管の地上側端部を密閉した状態で管内圧を高めることにより、前記深層水取水管の先端部の管内圧を外水圧より高くすることを特徴とする請求項1乃至4のいずれか1項に記載の深層水取水管の敷設方法。After injection into the deep seawater intake pipe, by increasing the internal pressure in the closed state of the ground side end of the deep water intake pipe, the internal pressure of the tip of the deep seawater intake pipe above the outer water pressure The method for laying a deep water intake pipe according to any one of claims 1 to 4 .
JP2001391065A 2001-12-25 2001-12-25 Laying deep water intake pipes Expired - Fee Related JP3884284B2 (en)

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