JPH03213787A - Device and method for laying concrete-covered pipe line on bottom - Google Patents
Device and method for laying concrete-covered pipe line on bottomInfo
- Publication number
- JPH03213787A JPH03213787A JP2004542A JP454290A JPH03213787A JP H03213787 A JPH03213787 A JP H03213787A JP 2004542 A JP2004542 A JP 2004542A JP 454290 A JP454290 A JP 454290A JP H03213787 A JPH03213787 A JP H03213787A
- Authority
- JP
- Japan
- Prior art keywords
- buoyancy tank
- water
- pipeline
- concrete
- pipe line
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 abstract description 2
- 239000010959 steel Substances 0.000 abstract description 2
- 230000005611 electricity Effects 0.000 description 3
- 238000009933 burial Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野]
本発明は、海底などに沈設した圧縮空気貯蔵タンクに圧
縮空気を供給するために水底に敷設したパイプラインが
、圧縮空気により浮上しないようにその周囲にコンクリ
ート被覆を施した場合に、その沈設作業を容易にするた
めのコンクリート被覆パイプラインの沈設装置及びその
沈設方法に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention provides a method for preventing pipelines laid on the bottom of the water from floating up due to compressed air in order to supply compressed air to compressed air storage tanks sunk on the seabed. The present invention relates to a concrete-covered pipeline sinking device and a method for sinking the same to facilitate the sinking work when a concrete cover is provided around the pipeline.
近年、夜間の余剰電力を利用して圧縮機で発生させた圧
縮空気を、例えば300mの大水深の水底に沈設した圧
縮空気貯蔵タンクに貯えておき、昼間の電力ピーク時に
、その貯えた圧縮空気を利用して発電し、電力を供給す
ることが提案されている。In recent years, compressed air generated by a compressor using surplus electricity at night is stored in a compressed air storage tank sunk to the bottom of a large body of water, for example, 300 meters deep, and the stored compressed air is used during peak power hours during the day. It has been proposed that electricity be generated and supplied using electricity.
その場合、圧縮空気を貯蔵する水底の圧縮空気貯蔵タン
ク等の施設と、陸上の発電所等との間には圧縮空気を送
るためのパイプラインが必要となる。In that case, a pipeline is required to send compressed air between a facility such as an underwater compressed air storage tank that stores compressed air and a power plant on land.
このパイプラインは、圧縮空気を送るので四方が働くた
め、地中に埋設しないでこのパイプラインヲ水底に敷設
するには、パイプラインヵ浮き上がらないように、パイ
プラインの外周?ココンクリートを被覆することが考え
られているしかしながら、コンクリート被覆のパイプラ
インは、非常に重量があり、その水上輸送も大変であり
、また、従来のようにクレーン船を使用して水底に吊り
降ろすことは、不可能であるという問題がある。Since this pipeline sends compressed air, it works on all sides, so if you want to lay this pipeline on the bottom of the water instead of burying it underground, you need to make sure that it is around the outside of the pipeline so that it does not float up. However, concrete-covered pipelines are extremely heavy and difficult to transport by water, and conventionally they must be lowered to the bottom using a crane ship. The problem is that it is impossible.
〔発明の解決しようとする課題]
本発明は、前記のごときコンクリート被覆のパイプライ
ンの水上輸送及び水底への沈設時の問題点を解決するた
めになされたものであり、コンクリート被覆のパイプラ
インの水底への沈設作業を容易に行なわせうる沈設装置
及びその沈設方法を提供することを解決課題としたもの
である。[Problems to be Solved by the Invention] The present invention has been made in order to solve the above-mentioned problems when transporting a concrete-coated pipeline on water and sinking it to the bottom of the water. The object of the present invention is to provide a submersion device and a method for submerging the same into the water that can be easily submerged into the water.
上記の課題を解決するための手段として、本発明の沈設
装置は、コンクリート被覆のパイプラインの上部に、注
水可能な主浮力タンクを取付けると共に、その主浮力タ
ンクに、沈設する水深の水圧に耐える強度を有し、かつ
上記パイプラインが僅かに沈む程度の浮力を有する耐圧
浮力タンクを設けることにより構成され、上記の沈設装
置を適用したパイプラインの沈設方法としては、コンク
リート被覆のパイプラインに取付けた主浮力タンクに設
けた耐圧浮力タンク内に、上記パイプラインが僅かに沈
む程度に圧縮空気を注入し、かつ主浮力タンクにも空気
を注入して浮かせた状態で沈設位置まで曳航した後、主
浮力タンク内に注水し、パイプラインを吊り下げながら
水底に沈かに降ろすことにより沈設することを特徴とし
たものであり、水上のクレーン船等の使用による沈設が
安全に、かつ容易に行なわれることになる。As a means for solving the above problems, the sinking device of the present invention has a main buoyancy tank that can be filled with water installed on the top of a concrete-covered pipeline, and the main buoyancy tank can withstand water pressure at the depth of the water to be submerged. It is constructed by installing a pressure-resistant buoyancy tank that is strong and has enough buoyancy to cause the pipeline to sink slightly.The method for sinking a pipeline using the above-mentioned sinking device is to install it on a concrete-covered pipeline. Compressed air was injected into the pressure-resistant buoyancy tank provided in the main buoyancy tank to the extent that the pipeline sank slightly, and the main buoyancy tank was also injected with air to float and was towed to the sinking position. It is characterized by being sunk by injecting water into the main buoyancy tank and lowering it to the bottom of the water while suspending the pipeline, and it can be safely and easily sunk using a floating crane ship, etc. It will be.
[実施例]
以下図面を参照して本発明の詳細な説明するが、第1図
は本発明の一実施例におけるコンクリート被覆パイプラ
インの沈設装置の正断面図であり、第2図は第1図の沈
設装置を使用したパイプラインの沈設方法を説明する全
体側面図である。[Example] The present invention will be described in detail below with reference to the drawings. Fig. 1 is a front sectional view of a concrete-coated pipeline sinking device in an embodiment of the present invention, and Fig. 2 is a FIG. 2 is an overall side view illustrating a method for sinking a pipeline using the sinking device shown in the figure.
まず、この沈設装置は、コンクリート被覆1をその外周
に設けたパイプライン2の上部に、第1図のごとく、取
付金具3により取付けられており、この装置は、取付金
具3でパイプライン2に取付けられた主浮力タンク4と
、その内部に設けられた耐圧浮力タンク5とからなる。First, this sinking device is attached to the upper part of the pipeline 2, which has a concrete coating 1 on its outer periphery, using a mounting bracket 3, as shown in Fig. 1. It consists of an attached main buoyancy tank 4 and a pressure-resistant buoyancy tank 5 provided inside.
また、主浮力タンク4は注水可能となっているが、耐圧
浮力タンク5は沈設する水深Hの水圧に耐える強度を有
するものを使用する。The main buoyancy tank 4 can be filled with water, but the pressure-resistant buoyancy tank 5 is strong enough to withstand the water pressure at the water depth H in which it is submerged.
なお、耐圧浮力タンク5は、主浮力タンク4の外部に設
けてもよいが、主浮力タンク4の内部に設ければ、この
装置をコンパクトに形成できると共に、耐圧浮力タンク
5が主浮力タンク4で保護されることになる。Note that the pressure-resistant buoyancy tank 5 may be provided outside the main buoyancy tank 4, but if it is provided inside the main buoyancy tank 4, this device can be formed compactly, and the pressure-resistant buoyancy tank 5 is connected to the main buoyancy tank 4. will be protected.
また、この沈設装置は、パイプライン2の上部に取付金
具3で取付けているが、沈設後、パイプライン2の側部
にくるようにしてもよい。Moreover, although this submersion device is attached to the upper part of the pipeline 2 with the mounting bracket 3, it may be placed on the side of the pipeline 2 after being submerged.
以上の構成からなる沈設装置を使用して、上記のパイプ
ライン2を海底Bへ沈設する手順を次に説明すると、ま
ず、沈設する水深H2例えばこの実施例の場合の水深H
=300mに対し、その水底Bでの水圧、即ちこの場合
約31気圧に耐える強度に作られた耐圧浮力タンク5内
に、このコンクリート被覆1を施したパイプライン2が
僅かに沈む程度の浮力が生じるように圧縮空気を注入す
る。The procedure for sinking the above-mentioned pipeline 2 into the seabed B using the sinking device having the above configuration will be explained below. First, the water depth H2 to be sunk is
= 300m, in a pressure-resistant buoyancy tank 5 that is made strong enough to withstand water pressure at the water bottom B, that is, approximately 31 atmospheres in this case, there is a buoyancy that causes the pipeline 2 coated with concrete 1 to sink slightly. Inject compressed air so that it occurs.
従って、この耐圧浮力タンク5の大きさは、上記の状態
を現出できるのに充分なものに設定する必要がある。Therefore, the size of this pressure-resistant buoyancy tank 5 needs to be set to a size sufficient to realize the above condition.
次に、主浮力タンク4にも空気を注入し、パイプライン
2を水面W上に浮かせ、第2図の沈設位置まで、作業船
などで曳航する。Next, air is also injected into the main buoyancy tank 4, the pipeline 2 is floated on the water surface W, and the pipeline 2 is towed to the submerged position shown in FIG. 2 by a work boat or the like.
次に、沈設位置上で、主浮力タンク4のバルブを開けて
注水し、バルブは開けたままにすると共に、水面W上の
クレーン船7等でワイヤー8を介して吊り下げながら、
このパイプライン2を海底Bにゆっくりと沈設する。Next, at the submerged position, open the valve of the main buoyancy tank 4 to inject water, and while keeping the valve open, suspend the tank from a crane ship 7 or the like on the water surface W via the wire 8.
This pipeline 2 is slowly sunk into the seabed B.
パイプライン2が海底Bに沈設された後、この沈設装置
は、パイプライン2と切り離されるか、またはその耐圧
浮力タンク5の空気を抜くことにより、沈設作業を完了
する。After the pipeline 2 is sunk into the seabed B, the sinking device is separated from the pipeline 2 or the pressure buoyancy tank 5 is evacuated to complete the sinking operation.
以上に説明したごとく、本発明の沈設装置及び沈設方法
によれば、重量の重いコンクリートで被覆された鋼管な
どのパイプラインの水底への沈設時に、そのパイプライ
ンの自重が非常に小さくなるので、容易に、かつ安全に
作業を行なうことができるという効果がある。As explained above, according to the sinking device and method of the present invention, when a pipeline such as a steel pipe coated with heavy concrete is sunk to the bottom of water, the weight of the pipeline becomes very small. The effect is that the work can be done easily and safely.
また、本発明を採用すれば、コンクリート被覆のパイプ
ラインを浮かせた状態で沈設位置まで曳航できるので、
その水上輸送が容易になるという利点もある。Furthermore, if the present invention is adopted, concrete-covered pipelines can be towed to the burial position in a floating state, so
Another advantage is that it can be easily transported by water.
第1図は本発明の一実施例におけるコンクリート被覆パ
イプラインの沈設装置の正断面図であり、第2図は第1
図の沈設装置を使用したパイプラインの沈設方法による
沈設の手順を説明する全体側面図である。
1・・・コンクリート被覆、2・・・パイプライン、4
・・・主浮力タンク、5・・・耐圧浮力タンク、B・・
・海底、H・・・水深。FIG. 1 is a front sectional view of a concrete-covered pipeline sinking device in one embodiment of the present invention, and FIG.
FIG. 2 is an overall side view illustrating a procedure for sinking a pipeline according to a method for sinking a pipeline using the sinking device shown in the figure. 1... Concrete covering, 2... Pipeline, 4
...Main buoyancy tank, 5...Pressure buoyancy tank, B...
・Seafloor, H...water depth.
Claims (1)
浮力タンクを取付けると共に、その主浮力タンクに、沈
設する水深の水圧に耐える強度を有し、かつ上記パイプ
ラインが僅かに沈む程度の浮力を有する耐圧浮力タンク
を設けたコンクリート被覆パイプラインの沈設装置。 2、コンクリート被覆のパイプラインに取付けた主浮力
タンクに設けた耐圧浮力タンク内に、上記パイプライン
が僅かに沈む程度に圧縮空気を注入し、かつ主浮力タン
クにも空気を注入してその沈設位置まで曳航した後、主
浮力タンク内に注水し、パイプラインを吊り下げながら
水底に沈設するコンクリート被覆のパイプラインの沈設
方法。[Claims] 1. A main buoyancy tank that can be injected with water is attached to the concrete-coated pipeline, and the main buoyancy tank has strength to withstand water pressure at the depth of the water to be submerged, and the pipeline is slightly A concrete-coated pipeline sinking device equipped with a pressure-resistant buoyancy tank that has enough buoyancy to sink. 2. Inject compressed air into the pressure-resistant buoyancy tank installed in the main buoyancy tank attached to the concrete-covered pipeline to the extent that the pipeline sinks slightly, and also inject air into the main buoyancy tank to sink it. A method of sinking concrete-covered pipelines in which, after being towed to the location, water is poured into the main buoyancy tank, and the pipeline is suspended and sunk to the bottom of the water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2004542A JPH03213787A (en) | 1990-01-16 | 1990-01-16 | Device and method for laying concrete-covered pipe line on bottom |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2004542A JPH03213787A (en) | 1990-01-16 | 1990-01-16 | Device and method for laying concrete-covered pipe line on bottom |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH03213787A true JPH03213787A (en) | 1991-09-19 |
Family
ID=11586938
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2004542A Pending JPH03213787A (en) | 1990-01-16 | 1990-01-16 | Device and method for laying concrete-covered pipe line on bottom |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH03213787A (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5754790A (en) * | 1980-09-16 | 1982-04-01 | Nippon Steel Corp | Laying method of pipeline at bottom of water |
| JPS5773283A (en) * | 1980-10-27 | 1982-05-07 | Nippon Kokan Kk | Laying method of large sized pipe onto sea bottom |
| JPS63158374A (en) * | 1986-12-18 | 1988-07-01 | 鹿島建設株式会社 | Method of intake and drain pipe lead-in laying construction |
-
1990
- 1990-01-16 JP JP2004542A patent/JPH03213787A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5754790A (en) * | 1980-09-16 | 1982-04-01 | Nippon Steel Corp | Laying method of pipeline at bottom of water |
| JPS5773283A (en) * | 1980-10-27 | 1982-05-07 | Nippon Kokan Kk | Laying method of large sized pipe onto sea bottom |
| JPS63158374A (en) * | 1986-12-18 | 1988-07-01 | 鹿島建設株式会社 | Method of intake and drain pipe lead-in laying construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR900000901B1 (en) | Marine fish farming equipment | |
| KR101771358B1 (en) | Floater Fixed Type Near Shore facilities For Production, Storage, and Off-loading | |
| KR101551888B1 (en) | Method and apparatus for salvage submerged ship | |
| CN110169382B (en) | Double-body type breeding platform | |
| US3777499A (en) | Offshore pipeline recovery | |
| JPH09268562A (en) | Dry work method and work box used therefor | |
| JPH03213787A (en) | Device and method for laying concrete-covered pipe line on bottom | |
| JPS5837449B2 (en) | It's important to know what's going on. | |
| US20130074758A1 (en) | Anchoring apparatus for wave energy converters | |
| JPS586107B2 (en) | watermelon | |
| JP2003301484A (en) | Laying of intake pipe | |
| JPS6041271B2 (en) | Undersea water supply device | |
| JPH02271032A (en) | Compressed air storage device for underwater installation and submerging method thereof | |
| CN106368229B (en) | A method for constructing a coral reef oil storage system | |
| KR100537772B1 (en) | Subsea Pipeline Installation Technique with Steel Buoy | |
| JP4221854B2 (en) | Water stop panel method for the final joint of the submerged box | |
| JPH0651511B2 (en) | Compressed air storage device for underwater installation and its sinking method | |
| JP2006214256A (en) | Techniques to take water from oceanic deep-water areas at low costs | |
| JPS6226371B2 (en) | ||
| JPS6348854Y2 (en) | ||
| JPS62156592A (en) | Offshore nuclear power plant | |
| JPH10291581A (en) | How to build a marine tank | |
| CN120473202A (en) | A mobile nuclear charging station in the sea area and a distributed submarine charging system | |
| JP2023131724A (en) | How to install a undulating gate and a undulating gate | |
| NO743225L (en) |