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JPH0469313B2 - - Google Patents
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JPH0469313B2 - - Google Patents

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Publication number
JPH0469313B2
JPH0469313B2 JP61307177A JP30717786A JPH0469313B2 JP H0469313 B2 JPH0469313 B2 JP H0469313B2 JP 61307177 A JP61307177 A JP 61307177A JP 30717786 A JP30717786 A JP 30717786A JP H0469313 B2 JPH0469313 B2 JP H0469313B2
Authority
JP
Japan
Prior art keywords
piping
seabed
sheet
double
laid
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 - Lifetime
Application number
JP61307177A
Other languages
Japanese (ja)
Other versions
JPS63163083A (en
Inventor
Hidenori Moritake
Takahiro Oota
Kazuo Okutsu
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP61307177A priority Critical patent/JPS63163083A/en
Publication of JPS63163083A publication Critical patent/JPS63163083A/en
Publication of JPH0469313B2 publication Critical patent/JPH0469313B2/ja
Granted legal-status Critical Current

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  • Pipeline Systems (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は例えば海洋温度差発電用の深層水取
水管等の管を海底に配管する、海底配管工法に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a submarine piping method for piping a pipe such as a deep water intake pipe for ocean thermal power generation to the seabed.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

深層水取水管等海底に敷設される管の配管作業
は通常既製の鋼管、樹脂系管を陸上、または船上
等で接続し、浮遊曳航法、海底曳航法等により海
底に沈設して行われるが、一般に配管長は数1000
mに亘ることが多く、従来の変形しにくい材質の
管では海底の不陸に馴じみにくく、その起伏に順
応させることが難しい場合が生ずる。
Piping work for pipes laid on the seabed, such as deep-sea water intake pipes, is usually carried out by connecting ready-made steel pipes or resin pipes on land or on a ship, and then sinking them into the seabed using floating towing methods, submarine towing methods, etc. , generally the piping length is several thousand
In many cases, pipes made of conventional materials that do not easily deform are difficult to adapt to the unevenness of the seabed, and it is sometimes difficult to adjust to the undulations of the seabed.

この発明はこうした海底配管の事情を基になさ
れたもので、管体を可撓性材料で構成することに
より上述の不都合を解消しようとするものであ
る。
This invention was made based on the circumstances of submarine piping, and attempts to eliminate the above-mentioned disadvantages by constructing the pipe body from a flexible material.

〔問題点を解決するための手段〕[Means for solving problems]

本発明では配管型枠、すなわち海底に敷設され
る単一の管体を可撓性の二重シートで構成するこ
とによりこれを海底の不陸に順応させて連続して
配管することを可能とする。
In the present invention, by constructing the piping formwork, that is, a single pipe body laid on the seabed, with a flexible double sheet, it is possible to adapt the formwork to the unevenness of the seabed and to install continuous piping. do.

二重シートは配管型枠の両端に配置される相互
接続のためのフランジ間に円筒形に張られ、その
内部には形状を保持するフープ状の形状保持材が
長さ方向に間隔をおいて取り付けられる。
The double sheet is stretched in a cylindrical shape between flanges for interconnection placed at both ends of the piping form, and inside it there are hoop-shaped shape-retaining materials spaced at intervals along the length. It is attached.

また外側のシートの外周側にはグラウト孔が設
けられ、このグラウト孔から配管型枠の敷設,接
続後に二重シート内に充填材が充填されて配管型
枠は海底の起伏に応じて配管されることになる。
In addition, grout holes are provided on the outer periphery of the outer sheet, and after the piping form is laid and connected through the grout hole, filler is filled into the double sheet, and the piping form is arranged according to the undulations of the seabed. That will happen.

〔実施例〕〔Example〕

以下本発明を一実施例を示す図面に基づいて説
明する。
The present invention will be explained below based on the drawings showing one embodiment.

この発明は可撓性の二重シート1,1からなる
配管型枠Aを海底に敷設して相互に接続した後、
二重シート1,1内に充填材4を充填して海底の
起伏に従つて配管する方法である。
In this invention, after laying a piping form A consisting of flexible double sheets 1, 1 on the seabed and connecting them to each other,
This is a method in which the double sheets 1, 1 are filled with a filler material 4 and the piping follows the undulations of the seabed.

配管型枠Aは第1図に示すように両端の相互接
続のためのフランジ2,2と、このフランジ2,
2間に円筒形に張られる合成繊維布等の二重シー
ト1,1と、二重シート1,1の内部に長さ方向
に所要間隔をおいて取り付けられるフープ状の形
状保持材3とから構成され、外側のシート1の外
周側にはグラウト孔1aが設けられる。
As shown in Fig. 1, the piping form A has flanges 2, 2 for mutual connection at both ends,
It consists of double sheets 1, 1 of synthetic fiber cloth etc. stretched in a cylindrical shape between the sheets 1, 1, and hoop-shaped shape retaining materials 3 attached at required intervals in the length direction inside the double sheets 1, 1. Grout holes 1a are provided on the outer peripheral side of the outer sheet 1.

形状保持材3は配管型枠A運搬の便宜を考慮
し、これが収縮し得るよう図示するように径の異
なるものを交互に入れるのがよい。配管型枠Aの
収縮時、グラウト孔1aは空気抜孔を兼ねること
になる。
In consideration of the convenience of transporting the piping form A, it is preferable that the shape-retaining members 3 have different diameters placed alternately as shown in the figure so that the pipe form A can be contracted. When the piping form A contracts, the grout hole 1a also serves as an air vent hole.

また二重シート1,1内には必要に応じて長さ
方向にワイア等の補強材5が入れられる。
Further, a reinforcing material 5 such as a wire is inserted into the double sheets 1, 1 in the length direction as necessary.

配管型枠Aは敷設、相互接続後、二重シート
1,1内にグラウト孔1aから充填材4が充填さ
れることによつて海底の起伏に応じた形状で配管
される。
After the piping form A is laid and interconnected, a filling material 4 is filled into the double sheets 1 through the grout holes 1a, so that the piping is shaped in accordance with the undulations of the seabed.

充填材4は主にコンクリート、モルタル、また
は硬化性の樹脂等であり、二重シート1,1内に
は水中で注入される。前者の場合、配管型枠Aは
コンクリート管として、また後者の場合は樹脂パ
イプとして配管される。
The filler 4 is mainly concrete, mortar, hardening resin, etc., and is injected into the double sheets 1, 1 under water. In the former case, the piping form A is a concrete pipe, and in the latter case, the piping form A is a resin pipe.

次に施工手順を簡単に説明する。 Next, the construction procedure will be briefly explained.

まず海底の所定の配管位置に配管型枠Aを引き
伸ばした状態で敷設する。
First, a stretched piping form A is laid at a predetermined piping position on the seabed.

続いて配管型枠A,Aを相互に接続するととも
に、グラウト孔1aにグラウトパイプを接続し、
二重シート1,1内に充填材4を充填する。第2
図は配管型枠Aの配管状態を示したものである。
Next, the piping forms A and A are connected to each other, and a grout pipe is connected to the grout hole 1a.
A filling material 4 is filled into the double sheets 1, 1. Second
The figure shows the piping state of piping form A.

充填材4の強度発現後、配管型枠Aを必要に応
じてその保護のため土を埋戻す等にり海底に埋設
する。
After the strength of the filling material 4 has been developed, the piping form A is buried in the seabed by backfilling with soil to protect it as necessary.

〔発明の効果〕〔Effect of the invention〕

この発明は以上の通りであり、可撓性の二重シ
ートからなる配管型枠を敷設後に充填材の充填に
よつて配管するものであるためこれを海底の起伏
の形状に拘わらずそれに沿つて配管することが可
能である。
This invention is as described above, and since the piping form is constructed by laying a piping form made of a flexible double sheet and then filling it with filler, it can be installed along the undulations of the seabed regardless of its shape. It is possible to pipe.

また配管型枠の構成材料が軽量なシートであ
り、収縮自在であるため運搬の効率が良く、現場
での施工を手軽に、しかも簡素に行うことができ
る。
In addition, since the piping form is made of lightweight sheets and is retractable, transportation is efficient and construction on site can be carried out easily and simply.

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

第1図−,は配管型枠の構成例を示したそ
れぞれ縦断面図、横断面図であり、第2図はその
配管状態を示した概要図である。 A……配管型枠、1……シート、1a……グラ
ウト孔、2……フランジ、3……形状保持材、4
……充填材、5……補強材。
1-, are a longitudinal sectional view and a transverse sectional view, respectively, showing an example of the structure of a piping form, and FIG. 2 is a schematic diagram showing the state of the piping. A... Piping formwork, 1... Sheet, 1a... Grout hole, 2... Flange, 3... Shape retaining material, 4
...Filling material, 5...Reinforcing material.

Claims (1)

【特許請求の範囲】[Claims] 1 両端に配置される相互接続のためのフランジ
間に円筒形に、二重に可撓性のシートが張られ、
この二重シートの内部に長さ方向に所要間隔をお
いてフープ状の形状保持材が取り付けられるとと
もに、外側のシートの外周側にグラウト孔が設け
られてある配管型枠を海底の所定の配管位置に敷
設した後、配管型枠を相互に接続し、二重シート
内にグラウト孔から充填材を充填して海底に配管
を行う海底配管工法。
1. A double flexible sheet is stretched in a cylindrical shape between interconnecting flanges located at both ends,
Hoop-shaped shape-retaining materials are attached to the inside of this double sheet at required intervals in the length direction, and a piping formwork with grout holes provided on the outer periphery of the outer sheet is used to connect specified piping on the seabed. A submarine piping method in which the piping forms are connected to each other after the piping is laid in place, and filler is filled through the grout holes in the double sheet to connect the piping to the seabed.
JP61307177A 1986-12-23 1986-12-23 Method of submarine piping construction Granted JPS63163083A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61307177A JPS63163083A (en) 1986-12-23 1986-12-23 Method of submarine piping construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61307177A JPS63163083A (en) 1986-12-23 1986-12-23 Method of submarine piping construction

Publications (2)

Publication Number Publication Date
JPS63163083A JPS63163083A (en) 1988-07-06
JPH0469313B2 true JPH0469313B2 (en) 1992-11-05

Family

ID=17965960

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61307177A Granted JPS63163083A (en) 1986-12-23 1986-12-23 Method of submarine piping construction

Country Status (1)

Country Link
JP (1) JPS63163083A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002228058A (en) * 2001-01-31 2002-08-14 Mesco Inc Plastic pipe reinforced in the pipe axis direction

Also Published As

Publication number Publication date
JPS63163083A (en) 1988-07-06

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