JPH03151409A - Construction method for artificial island - Google Patents

Construction method for artificial island

Info

Publication number
JPH03151409A
JPH03151409A JP28996389A JP28996389A JPH03151409A JP H03151409 A JPH03151409 A JP H03151409A JP 28996389 A JP28996389 A JP 28996389A JP 28996389 A JP28996389 A JP 28996389A JP H03151409 A JPH03151409 A JP H03151409A
Authority
JP
Japan
Prior art keywords
box
suction
water
air
exhaust
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
JP28996389A
Other languages
Japanese (ja)
Other versions
JP2739508B2 (en
Inventor
Kohei Ueda
耕平 上田
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP28996389A priority Critical patent/JP2739508B2/en
Publication of JPH03151409A publication Critical patent/JPH03151409A/en
Application granted granted Critical
Publication of JP2739508B2 publication Critical patent/JP2739508B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To facilitate construction by towing a box, only the bottom of which is opened, sinking the box while the air or water in the box is discharged to be grounded, and then making the interior of the box negative pressure to press the box in the ground. CONSTITUTION:The lower portion of a box 1 comprising outer walls 2 and a ceiling plate 3 is opened, and the interior of the box is divided into a lot of air-tight chambers 5 by inner walls 4. Suction and exhaust pipes 7 and a suction and exhaust pump 11 are provided on the box 1, and connected to suction and exhaust ports 9 of the chambers through suction and exhaust valves 8. Further, filling cylinders 13 are provided on the ceiling plate 3, and water jet nozzles 6 are provided on the lower portions of the walls 2, 4. Subsequently, the box 1 is towed to a scheduled site for construction, and the air in the chambers 5 are discharged to sink the box. The chambers 5 are made negative pressure by the pump 11, the box 1 is pressed deep in the water bottom, and the water is jetted 6 to facilitate pressing-in. Accordingly, the construction can be facilitated.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は、海、川等の水中において、函体を設けて構築
する人工島の構築方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a method of constructing an artificial island by providing a box in water such as the sea or a river.

〈従来の技術〉 従来の人工島の形式としては、着底式又は座底式を用い
るものが存在する。
<Prior Art> Conventional artificial islands include those using a bottom-mounted type or a seat-bottom type.

これらの函体の底面は、いずれも平板状である。The bottom surfaces of these boxes are all flat.

そして、函体を水底に着底させるには、函体内に水又は
土等を注入し、荷重を加えるといった方式がとられてい
る。
In order to bring the box to the bottom of the water, a method is used in which water or soil is injected into the box and a load is applied.

又、スカート式という方法もあるが、これは、函体の重
量だけで水底地盤に食い込ませるものである。
There is also a skirt type method, which uses only the weight of the box to dig into the underwater ground.

く本発明が解決しようとする問題点〉 前記した従来の工法にあたっては次のような問題点があ
る。
Problems to be Solved by the Present Invention> The conventional construction methods described above have the following problems.

くイ〉函体の底板が平板式な場合を考える。Let us consider the case where the bottom plate of the box is a flat plate type.

函体の底板が平面であるため、函体を水底に着底、安定
させるためには、水底面が平でなけれはならない。
Since the bottom plate of the box is flat, the bottom surface must be flat in order for the box to land on the bottom of the water and remain stable.

そのため、水底に凸凹がある場合、函体の着底前に着底
予定地の水底面を掘削、捨石等によって均し、平面にし
なければならない。
Therefore, if the bottom of the water is uneven, the surface of the bottom of the water at the planned landing site must be leveled by excavating, using rubble, etc., to make it flat before the box lands on the bottom.

しかし、波、潮流によって常時海底面が変動する海域に
おいての施工は困難である。
However, construction is difficult in ocean areas where the seabed surface is constantly changing due to waves and currents.

しかも、施工作業の妨げとなる流石等による海面の変動
を防ぐために、施工する周囲に仮設の護岸等を築造しな
ければならないといった手間がかかる。
Moreover, in order to prevent sea level fluctuations caused by rocks and the like that would impede the construction work, it is time-consuming to construct temporary seawalls around the construction site.

く口〉着底後に発生ずる波、地震等による衝撃を考慮に
入れる時、従来の函体を用いた場合、安定性維持のめに
、着底後の函体を水底にアンカーリングする必要がある
〉When taking into consideration the impact caused by shear waves, earthquakes, etc. that occur after landing on the bottom, when using a conventional box, it is necessary to anchor the box after landing on the bottom of the water in order to maintain stability. be.

その場合、杭又は錨鎖の使用によってその函体を水底に
固定しなければならない。
In this case, the box shall be fixed to the bottom of the water by the use of stakes or anchor chains.

くハ〉海流(潮流)及び波による函体周辺の洗堀の対策
も必要となる。
Kuha> It is also necessary to take measures against scouring around the box caused by ocean currents (tidal currents) and waves.

従来の函体においては、据付直後、速やかに洗掘付対策
として砂袋又は捨石の投入をする必要がある。
In conventional boxes, immediately after installation, it is necessary to immediately throw in sand bags or rubble to prevent scouring.

く二〉現在、人工島築造時に使用する安定性、持続性、
耐久力を有し且つ、容易に施工可能な函体の提案か望ま
れている。
Kuji〉Currently, stability, sustainability, and
It is desired to propose a box that has durability and is easy to construct.

く本発明の目的〉 本発明は、以上の問題点を解決するために成されたもの
で、安定性、持続性を有し、耐久性に優れ且つ容易に施
工できる人工島の構築方法を提11(することを目的と
する。
Purpose of the Invention The present invention was made to solve the above problems, and provides a method for constructing an artificial island that is stable, sustainable, durable, and easy to construct. 11 (for the purpose of

く本発明の構成〉 以下、図面を参照しながら本発明の一実施例について説
明する。
Configuration of the Present Invention> An embodiment of the present invention will be described below with reference to the drawings.

くイ〉函体 第1.2図には、本発明に関連する函体の一例を示した
Box Figure 1.2 shows an example of a box related to the present invention.

函体1は四方を囲む外壁2と、その外壁2上部の天井板
3とからなり、下部が開口し、その内部を内壁4で仕切
るよう構成する。
The box 1 is composed of an outer wall 2 surrounding the four sides and a ceiling plate 3 on the upper part of the outer wall 2, and is opened at the lower part, and the inside thereof is partitioned by an inner wall 4.

その結果、天井板3、外壁2及び内壁4で囲まれ、開口
部分を水面で密封した多数の気密室5に分割されること
となる。
As a result, the chamber is divided into a number of airtight chambers 5 surrounded by the ceiling plate 3, the outer wall 2, and the inner wall 4, the openings of which are sealed by the water surface.

函体1は、鉄鋼、鉄筋コンクリート又はその埋合よりな
り、円形、四角形、多角形のいずれの形にも対応できる
The box 1 is made of steel, reinforced concrete, or a combination thereof, and can be circular, square, or polygonal.

く口〉吸排装置 函体lの上には、吸排装置を設ける。Exit〉Suction and exhaust device A suction and evacuation device is provided on top of the box l.

その吸排装置は、複数の吸排パイプ7と、吸排ポンプ1
1とより構成する。
The suction/exhaust device includes a plurality of suction/exhaust pipes 7 and a suction/exhaust pump 1.
1 and more.

各気密室5上部には、吸排孔9を設け、吸排管弁8をは
さんで吸排パイプ7を接続する。
A suction/discharge hole 9 is provided in the upper part of each airtight chamber 5, and a suction/discharge pipe 7 is connected to the suction/discharge pipe 7 through a suction/discharge pipe valve 8.

その各吸排パイプ7を集めて合流するよう集合パイプ1
0を取り付ける。
A collection pipe 1 that collects and merges each suction and exhaust pipe 7.
Attach 0.

集合パイプ10で合流した一本の吸排パイプ7は、吸排
弁8をはさんで吸排ポンプ11に接続する。
One suction/discharge pipe 7 that joins together at the collecting pipe 10 is connected to a suction/discharge pump 11 with a suction/discharge valve 8 in between.

くハ〉充填筒 充填筒13は、気密室5上部の天井板3に設ける。Kuha〉Filling cylinder The filling cylinder 13 is provided on the ceiling plate 3 above the airtight chamber 5.

充填筒13は、上方に給土弁12を取り付け、下方が開
口するように構成する。
The filling cylinder 13 is configured such that the earth supply valve 12 is attached to the upper side and the lower side is open.

この充填筒13は、土砂等を注入するためのものである
This filling cylinder 13 is for injecting earth and sand.

く二〉ウォータージェットノズル 数個のウォータージェットノズル6は、各外壁2及び内
壁4の下部に設ける。
(2) Water Jet Nozzles Several water jet nozzles 6 are provided at the lower part of each outer wall 2 and inner wall 4.

このウォータージェットノズルは、外壁2及び内壁4を
地中に圧入す際に噴射するよう構成する。
This water jet nozzle is configured to spray when the outer wall 2 and inner wall 4 are press-fitted into the ground.

く作用〉 次に函体1の作用について説明する。Effect〉 Next, the function of the box 1 will be explained.

くイ〉曳航 あらかじめ構築しておいた函体1を海、川等に浮かべる
Towing: Float the box 1 that has been constructed in advance on the sea, river, etc.

次に、船舶等により人工島構築予定地まで曳航し、函体
1をその構築予定地に沈降する。
Next, the artificial island is towed by a ship or the like to the planned construction site, and the box 1 is lowered there.

く口〉沈降 函体1の天井板3に設けた吸排孔9より排出を行い、下
部が開口した函体1を沈降する。
Exit> Exhaust water is discharged through the suction/discharge hole 9 provided in the ceiling plate 3 of the settling box 1, and the box 1 with its lower part opened is set down.

気密室5内には、高圧で圧縮された空気が充填している
The airtight chamber 5 is filled with air compressed at high pressure.

従って、吸排管弁8の開放によって気密室5内の空気は
、急激に上方に排出される。
Therefore, when the suction and exhaust pipe valve 8 is opened, the air in the airtight chamber 5 is rapidly discharged upward.

気密室5内の空気の排出とともに函体1が、沈降し始め
る。
As the air in the airtight chamber 5 is discharged, the box 1 begins to sink.

排出の際には、各気密室5ごとに吸排管弁8を開閉して
函体1のバランスを取る。
When discharging, the intake and exhaust pipe valves 8 are opened and closed for each airtight chamber 5 to balance the box 1.

排出された空気は、複数の吸排バイブ7及び、吸排管弁
8を通過し、集合パイプ10で合流する。
The discharged air passes through a plurality of suction/exhaust vibes 7 and suction/exhaust pipe valves 8, and joins together at a collecting pipe 10.

集合パイプ10で合流した空気は吸排ポンプ11を通り
そのまま排出する。
The combined air at the collecting pipe 10 passes through the suction and exhaust pump 11 and is discharged as is.

〈ハ〉荷重増加 より深く函体を圧入したい場合がある。<C> Load increase You may want to press fit the box deeper.

その際には、吸排ポンプ11を作動させる。At that time, the suction/discharge pump 11 is operated.

の 吸排ポンプ1私作動に伴い気密室5内が徐々に負圧とな
る。
With the operation of the suction pump 1, the pressure inside the airtight chamber 5 gradually becomes negative.

すると、上方からの大気圧によって荷重が増加し、函体
1の外壁2及び内壁4は、水底深く更に圧入する。
Then, the load increases due to the atmospheric pressure from above, and the outer wall 2 and inner wall 4 of the box 1 are press-fitted deeper into the water.

圧入時に外壁2及び内壁4下部に設けたウォータージェ
ット6を噴射すれば、周囲の土砂を拡散し、スムーズに
圧入することも可能である。
If the water jet 6 provided at the lower part of the outer wall 2 and inner wall 4 is injected during press-fitting, surrounding earth and sand can be diffused and press-fitting can be carried out smoothly.

以上のような手順で函体を強固な侃に確実に着底する。Follow the steps above to ensure that the box is firmly planted on the bottom.

〈二〉土砂の充填 函体の圧入完了後、充填筒13より土砂等を注入する場
合もある。
<2> After the press-fitting of the earth and sand filling box is completed, earth and sand may be injected from the filling tube 13.

土砂等を注入することにより受圧抵抗が増大する。Pressure-receiving resistance increases by injecting earth and sand.

その結果、長期的に考えた場合に発生する可能性のある
不等沈下を防止できる。
As a result, uneven subsidence that may occur in the long term can be prevented.

くネ〉水載荷 更に、より大きな載荷荷重が必要な場合がある。Kune〉Water loading Additionally, higher live loads may be required.

その際には、気密室5の天井板3上に追加の壁を設け、
その壁で枠を形成し、その枠内に水を搭載する。
In that case, an additional wall is installed above the ceiling plate 3 of the airtight room 5,
The wall forms a frame, and water is loaded within the frame.

これによって、更に大きな載荷荷重が得られる。This results in an even larger applied load.

くへ〉函体の拡張 上記までの作業で、1個の函体1の着底が完了する。Kuhe〉Expansion of the box With the operations described above, the bottoming of one box 1 is completed.

この函体の面積を拡張したい場合は、追加の函体を既設
の函体1に接続する。
If you want to expand the area of this box, connect an additional box to the existing box 1.

これによって函体面積の拡張が可能となる。This makes it possible to expand the area of the box.

〈本発明の効果〉 本発明は、以上に説明したようになるので次のような効
果が得られる。
<Effects of the Present Invention> As explained above, the present invention provides the following effects.

くイ〉自重着底した後、更により深く確実に着底させた
い場合がある。
After the body weight has reached the bottom, there are cases where you want to make sure that it hits the bottom even deeper.

その際、本発明では、吸排装置を使用し、気密室内を負
圧化することによって、函体を更に深い水底内へと圧入
することができる。
In this case, according to the present invention, by creating a negative pressure in the airtight chamber using a suction/exhaust device, the box can be press-fitted deeper into the water bottom.

〈口〉従来の座底式、着底式を利用した函体は、底板が
平板であった。
<Exposure> Conventional boxes using the seat-bottom type and bottom-mounted type have flat bottom plates.

従って、着底前に着底予定地を平にするための掘削機械
、杭打機械等の大型海洋1ヤ業機械及び1ヤ業船団等が
必要となっていた。
Therefore, large offshore machinery such as excavators and pile driving machines, as well as a fleet of ships, are required to flatten the planned landing site before the ship hits the bottom.

だが、本発明の函体の底は開口している。However, the bottom of the case of the present invention is open.

そのため、着底前に掘削、捨石等の処理の必要がなく、
吸引ポンプを主体とした、−i的かつ小規模な建設機械
のみでの施工が可能となる。
Therefore, there is no need to excavate or remove rubble before landing on the bottom.
Construction can be carried out using only small-scale construction machinery, mainly consisting of suction pumps.

又、上記の作業が必要ないので、施工する周囲の海域で
の波、潮流等による海面の変動防止のために仮設する護
岸等も不要となる。
In addition, since the above-mentioned work is not necessary, there is no need for temporary seawalls or the like to be constructed to prevent changes in the sea level due to waves, currents, etc. in the surrounding sea area.

従って、大幅な施工の経済性が図れ、しかも、工期が極
端に短くなるといった効果がある。
Therefore, it is possible to achieve great economic efficiency in construction, and the construction period can be extremely shortened.

くハ〉函体沈降は、各気密室上の吸排管弁の開閉により
、気密室内の空気を排出して行う。
(c) The settling of the box is performed by exhausting the air in the airtight chamber by opening and closing the suction and exhaust pipe valves on each airtight chamber.

従って、各吸排管弁の開閉を行い、気密室内の空気の排
出を夫々調整することにより函全体の傾斜を容易に修正
することができる。
Therefore, the inclination of the entire box can be easily corrected by opening and closing each suction/exhaust pipe valve and adjusting the discharge of air in the airtight chamber.

く二〉本発明では、気密室内を負圧化することにより、
函体を底深く圧入する。
(2) In the present invention, by creating a negative pressure inside the airtight chamber,
Press the box deeply into the bottom.

そのため、洗掘されても函体の安定を維持することがで
きる。
Therefore, the stability of the box can be maintained even if it is scoured.

くホ〉両壁のみの支持力では、不足な場合もある。Kuho〉The supporting capacity of only both walls may be insufficient.

その場合は、気密室の天井板に設けた充填筒から気密室
内に土砂等を注入する。
In that case, inject earth and sand into the airtight chamber from a filling tube installed on the ceiling panel of the airtight room.

これにより、函体全面積で支持力を受は持つことができ
る。
This allows the receiver to have supporting force over the entire area of the box.

くべ〉従来の函体においては、転用は不可能であった。Kube〉With conventional boxes, it was impossible to repurpose them.

しかし、本発明の函体では、転用が可能である、そのた
めには、気密室内に水又は、空気を圧入し、再浮上させ
るという方法が考えられる。
However, the case of the present invention can be repurposed, and one possible method for this purpose is to pressurize water or air into the airtight chamber and re-float it.

<ト〉更に、より大きなi3!荷荷重が必要な場合もあ
る。
<g> Even bigger i3! Sometimes a load is required.

その際には、気密室の天井板上に追加の壁を設ける。In that case, an additional wall will be installed above the ceiling board of the airtight room.

そして、その壁で枠を形成し、枠内に水を搭載すること
によって可能となる。
This is made possible by forming a frame using the walls and placing water inside the frame.

くチ〉着底前に水底を掘削、捨石等の処理をして平にす
る必要がない。
Kuchi〉There is no need to excavate the bottom of the water, remove rubble, etc. to level it before landing on the bottom.

そのため、上記処理の際に伴う周囲の環境破壊に対する
心配がない。
Therefore, there is no need to worry about destruction of the surrounding environment during the above treatment.

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

Claims (1)

【特許請求の範囲】[Claims] (1)底部のみを開口した函体と、 函体内部の空気又は水を排出する排出手段とよりなる、 函体を曳航し、 函体内部の空気又は水を排出しながら沈降し、着底後更
に函体内を負圧にし、 函体を地盤中に圧入して行う 人工島の構築方法。
(1) Consisting of a box with only the bottom open and a discharge means for discharging the air or water inside the box, the box is towed, and the box settles while discharging the air or water inside the box and lands on the bottom. This method of constructing an artificial island involves creating negative pressure inside the box and press-fitting the box into the ground.
JP28996389A 1989-11-09 1989-11-09 How to build an artificial island Expired - Fee Related JP2739508B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28996389A JP2739508B2 (en) 1989-11-09 1989-11-09 How to build an artificial island

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28996389A JP2739508B2 (en) 1989-11-09 1989-11-09 How to build an artificial island

Publications (2)

Publication Number Publication Date
JPH03151409A true JPH03151409A (en) 1991-06-27
JP2739508B2 JP2739508B2 (en) 1998-04-15

Family

ID=17750000

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28996389A Expired - Fee Related JP2739508B2 (en) 1989-11-09 1989-11-09 How to build an artificial island

Country Status (1)

Country Link
JP (1) JP2739508B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016514779A (en) * 2013-04-10 2016-05-23 エクソンモービル アップストリーム リサーチ カンパニー Arctic Nested Mobile Ocean Drilling Unit
CN111593755A (en) * 2020-05-20 2020-08-28 叶香竹 Open caisson

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101314763B1 (en) 2012-03-16 2013-10-08 (주)평화엔지니어링 Offshore structure and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016514779A (en) * 2013-04-10 2016-05-23 エクソンモービル アップストリーム リサーチ カンパニー Arctic Nested Mobile Ocean Drilling Unit
CN111593755A (en) * 2020-05-20 2020-08-28 叶香竹 Open caisson

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Publication number Publication date
JP2739508B2 (en) 1998-04-15

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