JPS60258317A - Method of installing plant burge - Google Patents

Method of installing plant burge

Info

Publication number
JPS60258317A
JPS60258317A JP11089084A JP11089084A JPS60258317A JP S60258317 A JPS60258317 A JP S60258317A JP 11089084 A JP11089084 A JP 11089084A JP 11089084 A JP11089084 A JP 11089084A JP S60258317 A JPS60258317 A JP S60258317A
Authority
JP
Japan
Prior art keywords
plant
semi
sea
fluid
bond
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
JP11089084A
Other languages
Japanese (ja)
Other versions
JPH056609B2 (en
Inventor
Takeshi Shirato
白戸 健
Tadao Murayama
村山 忠男
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.)
Mitsui Engineering and Shipbuilding Co Ltd
Mitsui Zosen KK
Original Assignee
Mitsui Engineering and Shipbuilding Co Ltd
Mitsui Zosen KK
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 Mitsui Engineering and Shipbuilding Co Ltd, Mitsui Zosen KK filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP11089084A priority Critical patent/JPS60258317A/en
Publication of JPS60258317A publication Critical patent/JPS60258317A/en
Publication of JPH056609B2 publication Critical patent/JPH056609B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)

Abstract

PURPOSE:To reduce a construction cost, by a method wherein, after a plant burge is moved in a pond communicated with sea and the like, the pond is isolated from the sea, and semifluid is made to flow in the pond to bring the burge into a float on the semifluid. CONSTITUTION:After a pond 13, communicated with sea or river 2, is built on a land 1, a plant burge 5 is moved into the pond 3. After a weir 4, which partitions a communicating part between the pond 3 and the sea or the river 2, is built, semifluid 6, such as mixture of sand and water, mud or pitchlike material, is made to flow in the pond 3. Uniform buoyancy A is exerted on the burge 5 by the semifluid 6, and the burge is then installed in a condition in which it floats in the semifluid 6. This eliminates reinforcement of a ground by means of pile driving or concrete bed, which forms the foundation of the burge 5, resulting in a reduction in a cost.

Description

【発明の詳細な説明】 〔発明の技術分野〕 本発明は、プラントバージ据付方法に関するものであり
、詳しくは、半流動体上にプラントバージを浮遊させる
プラントバージ据付方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to a method for installing a plant barge, and more particularly, to a method for installing a plant barge in which the plant barge is suspended on a semi-fluid.

〔従来技術〕[Prior art]

従来バージの据付方法としては、大きく分けて70−テ
ィング型によるものと、固定型によるものとがある。フ
ローティング型とは、海中又は河川中にプラントバージ
を据付けるもので。
Conventional barge installation methods can be roughly divided into two types: a 70-ring type and a fixed type. A floating type is a plant barge installed underwater or in a river.

据付方法としては、一点係留方式、多点係留方式、テン
ションレグ係留方式、ドルフィン係留方式、クランプ係
留方式等がある。
Installation methods include single-point mooring, multi-point mooring, tension leg mooring, dolphin mooring, and clamp mooring.

一方、固定型としては、海底(又は河川底)に固設され
たリグにパージを固定する昇降式。
On the other hand, the fixed type is an elevating type that fixes the purge to a rig fixed on the seabed (or river bed).

海底(又は河川底)を水面が少し残るように埋め立て、
この埋め立てた土の上にパージを載置する着底式及び陸
地の一部を掘削しそこにパージを移動させた後、海(又
は河川)とパージとの間を埋め戻す引き込方式等がある
Reclaim the seabed (or riverbed) so that a small amount of water remains,
There are two methods: a bottom-mounted type in which the purge is placed on top of the reclaimed soil, and a pull-in method in which a part of the land is excavated and the purge is moved there, and then the gap between the sea (or river) and the purge is backfilled. be.

前記フローティング方式ではパージの移動が容易である
が、風波の影響を受けてパージの動揺量が大きい。一方
固定方式では風波等による影響は避けられるもののパー
ジの移動が困難となる。
In the floating method, the purge can be easily moved, but the amount of purge movement is large due to the influence of wind and waves. On the other hand, with a fixed method, the effects of wind and waves can be avoided, but it is difficult to move the purge.

そこで、半流動体上にプラントバージを浮遊させるプラ
ントバージ据付方法として、同一出願人に係る特願昭5
9−18209号に記載されているものがあり1本発明
は、その改良に関するものである。
Therefore, as a method of installing a plant barge in which the plant barge is suspended on a semi-fluid, a patent application filed in 1973 by the same applicant was proposed.
No. 9-18209, and the present invention relates to an improvement thereof.

第2図(a)〜(e)は、既に提案されている半流動体
上にプラントバージジを浮遊させるプラントバージ据付
方法を示したものである。を 以下、第2図(、)〜(e) Kついて説明する。第2
図(a)において、■は陸地、2は海又は河川である。
FIGS. 2(a) to 2(e) show an already proposed method for installing a plant barge in which the plant barge is suspended on a semi-fluid. will be explained below with reference to FIGS. 2(,) to (e). Second
In figure (a), ■ indicates land, and 2 indicates sea or river.

先づ陸地lにボンド3を掘削等の方法により設ける(第
2図(b))。このボンド3の掘削はボンド3内に海又
は河川2の水が浸入しないように、ボンド3と海又は河
川2との間に堤4が残されるように設ける。次に、ボン
ド3内解半流動体6を敷設する(第2図(0))。この
半流動体6は粘性、比重を水より大とする。次に、堤4
を取り除き、ボンド3内に水を浸入させる(第2図(d
))。この時、半流動体6は、粘性。
First, a bond 3 is provided on the land l by a method such as excavation (FIG. 2(b)). This bond 3 is excavated so that a bank 4 is left between the bond 3 and the sea or river 2 so that water from the sea or river 2 does not enter the bond 3. Next, a decomposed semi-fluid 6 is laid within the bond 3 (FIG. 2 (0)). This semi-fluid 6 has a higher viscosity and specific gravity than water. Next, bank 4
is removed and water is allowed to infiltrate into the bond 3 (see Figure 2 (d)
)). At this time, the semi-fluid 6 is viscous.

比重とも水より大であるため、ボンド8内に水を浸入さ
せても半流動体6は、はとんど流出することはない。し
かして、プラントバージ5を半流動体6の上方に移動さ
せる。次に、ボンド8と海又は河川2をしきる堤4を再
構築し、ボンド3内の水を排水し、プラントバージ5を
半流動体6に浮かんだ状態で設置する(第2図(e))
Since the specific gravity is also higher than that of water, even if water enters the bond 8, the semi-liquid 6 hardly flows out. Thus, the plant barge 5 is moved above the semi-fluid 6. Next, the embankment 4 that separates the bond 8 from the sea or the river 2 is rebuilt, the water in the bond 3 is drained, and the plant barge 5 is installed floating on the semi-fluid body 6 (Fig. 2(e)). )
.

この場合、プラントバージ5は半流動体6から均等な浮
力Aを受けるため、プラントバージ5は大きく傾動する
ことはない。
In this case, the plant barge 5 receives a uniform buoyant force A from the semi-fluid 6, so the plant barge 5 does not tilt significantly.

上述したように、既に提案されている半流動体上にプラ
ントバージを浮遊させるプランドパ ・−ジ据付方法は
、長所も多いが、ボンド内に半流動体を敷設した後に、
海又は河川の水をボンド内に浸入させるため、状況によ
っては半流動体が流出する可能性があり、また、ボンド
と海又は河川の間をしきる境界部の堤を、一度取り除い
た後、再構築する必要があるため、土木工事費がかさむ
欠点があった。
As mentioned above, the previously proposed plan and purge installation method of floating a plant barge on a semi-fluid has many advantages, but after the semi-fluid is laid in the bond,
Because water from the sea or river is allowed to enter the bond, there is a possibility that semi-liquid fluids may flow out depending on the situation.Also, once the embankment at the boundary between the bond and the sea or river has been removed, it may not be possible to reuse it. Because it required construction, the disadvantage was that the civil engineering costs were high.

〔発明の概要〕[Summary of the invention]

そこで1本発明は、前記従来技術の問題点を解消するた
めなされたもので、海又は河川の天然の入江を利用する
か、あるいは、掘削等の方法により、海又は河川と連通
してボンドを設はボンド内にプラントバージ(鋼製、軽
量コンクリート製等)を移動した後、ボンドと海又は河
川との連通部分をしきる堤を構築し、ボンドと海又は河
川を遮断した後、ボンド内に粘性、比重が水より大なる
半流動体又は、水と混合して半流動体となる物質を流入
させながら、ボンド内の余剰の水を排出し、最終的にプ
ラントバ−ジを半流動体上に浮遊させることにより、半
流動体が悔又は河川へ流出することがなく、低コストの
プラントバージ据付方法を提供することを目的としたも
のである。
Therefore, the present invention has been made to solve the problems of the prior art described above, and is to connect the sea or river to a bond by using a natural inlet of the sea or river, or by a method such as excavation. After moving the plant barge (made of steel, lightweight concrete, etc.) into the bond, constructing an embankment to cut off the connection between the bond and the sea or river, and then moving the plant barge (made of steel, lightweight concrete, etc.) into the bond. Excess water in the bond is discharged while flowing a semi-fluid with higher viscosity and specific gravity than water, or a substance that becomes a semi-fluid when mixed with water, and finally the plant barge is placed on top of the semi-fluid. The purpose of this invention is to provide a low-cost method for installing a plant barge, in which the semi-liquid does not flow into the river or into the river.

すなわち1本発明のプラントバージ据付方法は、海又は
河川と連通したボンド内にプラントバージを移動した後
、ボンドと海又は河川とを遮断した上、ボンド内に半流
動体又は、水と混合して半流動体となる物質を流入させ
、半流動体上にプラントバージを浮遊させることを特徴
とするものである。
In other words, the method for installing a plant barge of the present invention is to move the plant barge into a bond communicating with the sea or river, then cut off the bond from the sea or river, and then mix semi-fluid or water in the bond. This system is characterized by allowing a substance to become a semi-fluid to flow in, and floating a plant barge on top of the semi-fluid.

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

以下1図面を参照して1本発明の詳細な説明する。 The present invention will be described in detail below with reference to the drawings.

第1図(a)〜(、)は1本発明のプラントノく−ジ据
付方法を示したもので、第1図(a)におし)で、lは
陸地、2は海又は河川で、鎖線は天然の入江の場合を示
している。先づ陸地lに、天然の入江を利用するか、あ
るいは、掘削等の方法によりボンド3を設け、プラント
バージ5をボンド3内に移動させる(第1図(b))。
Figures 1 (a) to (,) show the method of installing a plant cage according to the present invention, where l is land, 2 is sea or river, The dashed line shows the case of a natural cove. First, a bond 3 is provided on the land l by using a natural cove or by a method such as excavation, and the plant barge 5 is moved into the bond 3 (FIG. 1(b)).

この工法は。This construction method.

半流動体として、泥土を利用するのが最も経済的な方法
であり、陸地が沼地等で堅固な基礎工事ができない場合
には更に効果的である。次にボンド3と海又は河川2と
の連通部分をしきる堤4を構築する(第1図(C))。
The most economical method is to use mud as a semi-fluid, and it is even more effective when the land is a swamp or the like and solid foundation construction is not possible. Next, an embankment 4 is constructed that separates the connection between the bond 3 and the sea or river 2 (Fig. 1 (C)).

次に、ボンド3内に半流動体(又は、水と混合して半流
動体となる物質)6を流入させる。この際、余剰となっ
た水は、堤4よりオーバーフローさせる力)。
Next, a semi-fluid (or a substance that becomes a semi-fluid when mixed with water) 6 is allowed to flow into the bond 3 . At this time, the excess water is forced to overflow from bank 4).

堤4に設けた連通管7により排出する。もちろんポンプ
を利用して排水してもよい(第1図(d))。
It is discharged through a communication pipe 7 provided on the embankment 4. Of course, the water may be drained using a pump (Fig. 1(d)).

この半流動体6としては、砂と水との混合物。The semi-fluid 6 is a mixture of sand and water.

泥土、ビノヂ状物質等があげられるが、この半流動体の
特徴としては。
Examples of this semi-fluid material include muddy soil and vinyl-like substances.

(1) プラントパージを半流動体上に設置したときに
、プラントバージに対して浮力が働く。
(1) When the plant purge is installed on a semi-fluid, buoyancy acts on the plant purge.

(2) 粘性、比重が水よりも大である。(2) Viscosity and specific gravity are higher than water.

等があげられる。etc. can be mentioned.

かくして、プラントバージ5は、半流動体6から均等な
浮力Aを受けて、半流動体6中に浮かんだ状態で設置さ
れる(、第1図(e))。このよマ うに、プラントバージ5は、半流動体6がら均等な浮力
をうける状態であるため、プラントバージ5は大きく傾
動することはない。
In this way, the plant barge 5 receives a uniform buoyant force A from the semi-fluid 6 and is installed in a floating state in the semi-fluid 6 (FIG. 1(e)). In this way, the plant barge 5 is in a state where it receives an even buoyant force from the semi-fluid body 6, so the plant barge 5 does not tilt significantly.

なお、ボンド3の深さは、プラントバージ5が半流動体
6上に浮かんだ状態で、プラントバージ5が陸地1と接
することがないような深さが必要であり、また、半流動
体6の厚さもプラントバージ5と陸地1とが接すること
のないような厚さが必要であることはもちろんである。
The depth of the bond 3 must be such that the plant barge 5 does not come into contact with the land 1 when the plant barge 5 is floating on the semi-fluid body 6. Needless to say, the thickness must be such that the plant barge 5 and the land 1 do not come into contact with each other.

また、据付は後の半流動体の液面高さは、任意であるが
、水の蒸発、降雨等により増減するので、液面調整を容
易にするため、海又は河川の平均水面高さとほぼ等しく
することが望ましく、その場合液面調整用として必要な
位置に連通管7と同仕切弁8を設けるのがよい。
In addition, the liquid level height of the semi-fluid after installation is arbitrary, but it will increase or decrease due to water evaporation, rainfall, etc., so in order to facilitate liquid level adjustment, the height should be approximately the same as the average water level of the sea or river. It is desirable to make them equal, and in that case, it is preferable to provide the communication pipe 7 and the same gate valve 8 at the necessary positions for liquid level adjustment.

〔発明の効果〕〔Effect of the invention〕

以上に説明したように1本発明によれば以下に示すよう
な著効を得ることができる。
As explained above, according to the present invention, the following remarkable effects can be obtained.

(1) パージの基礎としての抗打ちや、コンクリート
ベッドなどによる地盤補強が不要となりコスト減少を果
し得る。特に、天然の入江を利用した場合や、海又は河
川に隣接した陸地が沼地などで堅固な基礎工事が不可能
の場合には。
(1) There is no need for piling as a purge foundation or ground reinforcement using concrete beds, etc., resulting in cost reduction. This is especially true when a natural cove is used, or when the land adjacent to the sea or river is a swamp, making it impossible to construct a solid foundation.

土木工事費を格段に安くできる。Civil engineering costs can be significantly reduced.

(2) ボンドの底面を平坦化する必要がないため、コ
スト減少となる。
(2) There is no need to flatten the bottom surface of the bond, resulting in cost reduction.

(3)据付は後、再び堤を取り去るという比較的簡単な
工事により、プラントバージを容易に他の場所に移動さ
せることができる。
(3) After installation, the plant barge can be easily moved to another location by the relatively simple construction of removing the embankment again.

(4) 半流動体の材料を適当に選ぶことによりプラン
トバージの耐食性を向上させることができるため、僅少
のメインテナンス費用でプラントバージジの寿命を長く
することができる。
(4) Since the corrosion resistance of the plant barge can be improved by appropriately selecting the material of the semi-fluid, the life of the plant barge can be extended with minimal maintenance costs.

(5) 半流動体からの浮力がプラントバージに均等に
かかるため、プラントバージは集中荷重を基礎から受り
ることがないので、頑丈な構造に作る必要がなく、パー
ジ製作費を安くすることができる。 ′、 (6ン 従来の水面に浮遊する70−ティングタイプと
比較して、堤により海又は河川と遮断されているため、
潮の干満、外部からの風波の影響を受けない。
(5) Since the buoyant force from the semi-fluid is applied evenly to the plant barge, the plant barge does not receive concentrated loads from the foundation, so there is no need to build it into a sturdy structure, reducing purge production costs. I can do it. ', (6) Compared to the conventional 70-ting type that floats on the water surface, it is cut off from the sea or river by an embankment, so
Unaffected by tides and external wind and waves.

また、半流動体の粘性によって、風によるプラントバー
ジの動揺を防止することができる。
Furthermore, the viscosity of the semi-fluid can prevent the plant barge from shaking due to wind.

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

第1図は1本発明のプラントバージを半流動体上に浮遊
させるプラントパージ据付方法を示す説明図、第2図は
、既に提案されているプラントバージを半流動体上に浮
遊させるプラントパージ据付方法を示す説明図である。 1・・・・・・陸地、2・・・・・海又は河川、3・・
・・・ボンド。 4・・・・・・堤、5・・・・・・プラントバージ、6
・・・・・・半流動体。 ?・・・・・連通管、8・・・・・・仕切弁特許出願人
 三井造船株式会社 第1図 第2図
Fig. 1 is an explanatory diagram showing a plant purge installation method in which a plant barge of the present invention is floated on a semi-fluid, and Fig. 2 is an explanatory diagram showing a plant purge installation method in which a plant barge of the present invention is floated on a semi-fluid. It is an explanatory diagram showing a method. 1...Land, 2...Sea or river, 3...
···bond. 4... Bank, 5... Plant barge, 6
・・・・・・Semi-liquid. ? ...Communication pipe, 8...Gate valve Patent applicant Mitsui Engineering & Shipbuilding Co., Ltd. Figure 1 Figure 2

Claims (1)

【特許請求の範囲】 海又は河川に通ずるボンドを設け、プラントパージを前
記ボンド内に移動させた後、前記ボンド七前記海又は河
川の間をしきる境界部を設け、しかる後に前記ボンド内
に半流動体又は。 水と混合して半流動体となる物質を流入させ。 それと同時にその上部より前記ボンド内の水を排出し、
前記プラントバージを前記半流動体上に浮遊させること
を特徴とするプラントバージ据付方法。
[Scope of Claims] After providing a bond leading to the sea or a river and moving the plant purge into the bond, providing a boundary section between the bonds and the sea or river, and then forming a boundary part between the bonds, and then moving the plant purge into the bond. Fluid or. Inject a substance that becomes a semi-liquid when mixed with water. At the same time, drain the water in the bond from the top,
A method for installing a plant barge, comprising floating the plant barge on the semi-fluid.
JP11089084A 1984-06-01 1984-06-01 Method of installing plant burge Granted JPS60258317A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11089084A JPS60258317A (en) 1984-06-01 1984-06-01 Method of installing plant burge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11089084A JPS60258317A (en) 1984-06-01 1984-06-01 Method of installing plant burge

Publications (2)

Publication Number Publication Date
JPS60258317A true JPS60258317A (en) 1985-12-20
JPH056609B2 JPH056609B2 (en) 1993-01-27

Family

ID=14547279

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11089084A Granted JPS60258317A (en) 1984-06-01 1984-06-01 Method of installing plant burge

Country Status (1)

Country Link
JP (1) JPS60258317A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100671528B1 (en) 2005-06-21 2007-01-19 장영창 Artificial Green Space Structure
CN103388324A (en) * 2013-07-20 2013-11-13 郭宏斌 Construction technology for prefabricated caisson-type marine city, airport, wharf and ocean law enforcement device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100671528B1 (en) 2005-06-21 2007-01-19 장영창 Artificial Green Space Structure
CN103388324A (en) * 2013-07-20 2013-11-13 郭宏斌 Construction technology for prefabricated caisson-type marine city, airport, wharf and ocean law enforcement device

Also Published As

Publication number Publication date
JPH056609B2 (en) 1993-01-27

Similar Documents

Publication Publication Date Title
US4661014A (en) Prefabricated civil engineering module, method for the construction of a structure including said module and resulting structure
CN113957913A (en) Construction method of film bag sand filling combined steel sheet pile cofferdam
KR101211811B1 (en) Cast in concrete pile With precast type Caisson
KR100383409B1 (en) Construction Method of Direct Foundation for using Caisson
CN101225663A (en) Steel boxed cofferdam and recovery method thereof
CN109653160B (en) A compartment suction formula steel drum island wall structure for among quick island formation technique
KR20140092217A (en) Construction method of the pier with the working bardge
KR100254703B1 (en) Bonded low structure and installation method
JPS60258317A (en) Method of installing plant burge
US3785158A (en) Hydraulic engineering installations
JP2000265450A (en) Artificial ground made of water-permeable box and its construction method
CN220706601U (en) Underwater fixing structure of sea drainage pipe diffuser
JP2815492B2 (en) How to build an underwater foundation
CN116623702A (en) Construction method of underwater bearing platform
CN217419488U (en) Novel pile foundation and bank wall combined revetment structure
JP2784314B2 (en) How to set up an open caisson
CN213538834U (en) Ecological diversion dike structural style
JP2556380B2 (en) Construction method of revetment structure
CN2298284Y (en) Hydraulic spile wall
CN112554127B (en) Bank-keeping member for changing vertical bank line of urban river and construction method thereof
CN1069092A (en) Casting pile for ancharing foundation rock with pipe column and manufacture method and application
JP2655322B2 (en) Construction method of revetment structure
CN1049713C (en) Hydraulic spiling wall and its technology
JPS5934331A (en) How to build a sewage treatment facility
JPS60164519A (en) Installation of plant barge