JPH055309A - Method and float apparatus for constructing mound-like underwater structure - Google Patents

Method and float apparatus for constructing mound-like underwater structure

Info

Publication number
JPH055309A
JPH055309A JP15678091A JP15678091A JPH055309A JP H055309 A JPH055309 A JP H055309A JP 15678091 A JP15678091 A JP 15678091A JP 15678091 A JP15678091 A JP 15678091A JP H055309 A JPH055309 A JP H055309A
Authority
JP
Japan
Prior art keywords
mound
floating body
opening
body device
underwater structure
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
Application number
JP15678091A
Other languages
Japanese (ja)
Inventor
Tatsuo Suzuki
達雄 鈴木
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.)
Hazama Corp
Original Assignee
Hazama Gumi Ltd
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 Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
Priority to JP15678091A priority Critical patent/JPH055309A/en
Publication of JPH055309A publication Critical patent/JPH055309A/en
Pending legal-status Critical Current

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  • Underground Or Underwater Handling Of Building Materials (AREA)

Abstract

PURPOSE:To quickly construct a mound-like underwater structure with good accuracy by preventing the diffusion of mound material to be charged into water. CONSTITUTION:A float device 10 having an opening 12 through which a mound material is charged and a guide part 14 to be hung down from the opening 12 into water by a given length, which is opened in a given shape on its tip, is moored to a given position. A mound material 21 transported to near the float 10 is charged into the opening 12 by a bucket 20. While adjusting the length of the guide 14 and the position of the float 10, a desired shape of mound- like underwater structure is constructed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明はマウンド状水中構造物の
構築方法及び該方法に用いる浮体装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a mound-like underwater structure and a floating body device used in the method.

【0002】[0002]

【従来の技術】石材、ブロック等のマウンド構築用の材
料を水中において所定形状に積上げて形成するマウンド
状水中構造物は、従来は、そのほとんどが防波堤のケー
ソン等を載せるための台として構築され、湧昇流発生構
造物としては構築されていなかった。湧昇流発生構造物
として魚礁効果等を高めるためにマウンド状水中構造物
を構築する場合は、その形状、配置等によって湧昇作用
が変化するため所定形状に精度良く構築することが望ま
れる。
2. Description of the Related Art Mound-shaped underwater structures, which are formed by stacking materials for building a mound such as stones and blocks in water, have been constructed as a base for placing caisson of a breakwater. , Was not constructed as an upwelling structure. When a mound-like underwater structure is constructed as an upwelling generation structure to enhance the fish reef effect, etc., the upwelling action varies depending on its shape, arrangement, etc., and therefore it is desirable to construct it accurately in a predetermined shape.

【0003】そして、従来のマウンド状水中構造物は底
開き土運船やグラブ船等を用いて構築されていた。すな
わち、底開き土運船による方法はマウンド材料を積載し
た土運船の船底を開きマウンド材料を水中に投下着床さ
せるものであり、グラブ船による方法はマウンド材料を
把持したグラブバケットをクレーン等を用いて所定位置
に投入するものである。
The conventional mound-like underwater structure has been constructed by using an open-bottom earth carrier, a grab ship, or the like. That is, the bottom open soil transport method opens the bottom of the soil transport vessel loaded with the mound material and drops the mound material into the water, and the grab boat method uses a grab bucket that holds the mound material and a crane. Is used to insert the material at a predetermined position.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、かかる
従来のマウンド状水中構造物の構築方法では、上記底開
き土運船によるものは、投入されるマウンド材料が海底
面に至るまでに拡散しやすく、マウンド状水中構造物を
精度良く所定形状に構築することは困難であった。一方
グラブ船によるものは、グラブバケットを海底まで降ろ
すことにより精度良くマウンド状水中構造物を構築する
ことができるが、グラブバケットにより把持するマウン
ド材料の量が少ないため、多数回にわたってグラブバケ
ットを昇降する必要があり、したがって迅速な投入作業
を行なうことができないという問題があった。
However, in such a conventional method for constructing a mound-like underwater structure, in the above-mentioned bottom-opening earth transport ship, the mound material to be input easily diffuses until it reaches the sea floor, It was difficult to accurately build a mound-shaped underwater structure into a predetermined shape. On the other hand, with a grab boat, it is possible to build a mound-like underwater structure with high accuracy by lowering the grab bucket to the seabed, but since the amount of mound material gripped by the grab bucket is small, the grab bucket can be raised and lowered multiple times. Therefore, there is a problem that it is not possible to carry out a quick loading operation.

【0005】そこで、本発明は上記問題点を解消すべく
なされたもので、投入するマウンド材料の拡散を防止し
て精度の良いマウンド状水中構造物の構築を可能にする
とともに、短時間で投入作業を行なうことのできるマウ
ンド状水中構造物の構築方法及び該方法に用いる浮体装
置を提供せんとする。
Therefore, the present invention has been made to solve the above-mentioned problems, and it is possible to prevent the diffusion of the mound material to be introduced and to construct a mound-like underwater structure with high accuracy, and to introduce it in a short time. A method for constructing a mound-like underwater structure capable of performing work and a floating body device used in the method are provided.

【0006】[0006]

【課題を解決するための手段】本発明は、上記問題点に
鑑みてなされたものであり、その要旨は、マウンド材料
の投入開口と、該開口から所定長水中に懸下するととも
に先端において所定形状で開口する、例えば筒状の案内
部材とを備えた浮体装置を係留索等により所定位置に係
留する工程と、前記浮体装置の近傍にガット船、各種土
運船等によって運搬したマウンド材料をグラブ船のバケ
ットやベルトコンベア等により前記開口に投入する工程
とからなり、前記浮体装置の位置及び案内部材の長さを
逐次移動、調整して所望形状の構造物を構築することを
特徴とするマウンド状水中構造物の構築方法にある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems, and its gist is to provide a mound material charging opening and a predetermined length at the tip of the mound material for suspending it in water for a predetermined length. A step of mooring a floating body device having a shape-opening, for example, a tubular guide member at a predetermined position by a mooring line, and a mound material transported by a gut ship, various earth transport ships, etc. in the vicinity of the floating body device. It is characterized by comprising a step of throwing into the opening by a bucket, a belt conveyor or the like of a grab ship, and sequentially moving and adjusting the position of the floating body device and the length of the guide member to construct a structure of a desired shape. It is in the method of constructing a mound-like underwater structure.

【0007】また、本発明の他の要旨は、前記浮体装置
を所定水深に緊張係留する工程と、マウンド材料を積載
した底開き式土運船を前記浮体装置の上方に移動すると
ともに、船底を前記浮体装置の投入開口に向けて開放し
マウンド材料を投入する工程とからなるマウンド状水中
構造物の構築方法にある。
Another aspect of the present invention is to tension and moor the floating body device to a predetermined water depth, move a bottom-opening type soil carrier loaded with a mound material above the floating body device, and move the bottom of the ship. A method for constructing a mound-like underwater structure, which comprises a step of opening a floating body device toward a charging opening and charging a mound material.

【0008】さらに、本発明の他の要旨は、上記マウン
ド状水中構造物の構築方法に用いる浮体装置であって、
中央に投入開口を有する浮体と、先端において所定形状
で開口すべく前記投入開口からロート状に懸下する上下
に伸縮可能な筒状の案内部材と、前記浮体を水上又は水
中の所定位置に保持する係留部材とからなる浮体装置に
ある。
Still another subject matter of the present invention is a floating device used in the method for constructing a mound-like underwater structure,
A floating body having a charging opening in the center, a tubular guide member that can be expanded and contracted vertically from the charging opening so as to open in a predetermined shape at the tip, and the floating body is held at a predetermined position on water or in water. And a mooring member.

【0009】ここで、前記筒状の案内部材は、水中で懸
下するに十分な強度及び比重を有する材料で作成される
ものであれば特に限定されないが、鋼板の他、水中にお
いて潮流等の流れの影響を受けぬよう、例えば、鋼棒、
ワイヤー、チェーン等により、投入するマウンド材料が
通過しない間隔で網状に加工した部材を用いることが好
ましい。また、案内部材の伸縮は、例えば、収縮時にお
いて相互に重ね合っている複数の単位筒状体を、スライ
ドさせることによって行なうことができる。
Here, the tubular guide member is not particularly limited as long as it is made of a material having sufficient strength and specific gravity for suspending in water. In order not to be affected by the flow, for example, steel rod,
It is preferable to use a member that is processed into a net-like shape by a wire, a chain, or the like at intervals such that the charged mound material does not pass through. Further, the expansion and contraction of the guide member can be performed, for example, by sliding a plurality of unit cylindrical bodies that are overlapped with each other at the time of contraction.

【0010】また、マウンド材料としては、石材や、石
炭灰コンクリートブロック等の各種ブロックを使用する
ことが好ましい。
As the mound material, it is preferable to use stone or various blocks such as coal ash concrete blocks.

【0011】[0011]

【実施例】次に、本発明の実施例を添付図面を基により
詳細に説明する。
Embodiments of the present invention will now be described in detail with reference to the accompanying drawings.

【0012】図1に示す本発明の実施例では、まず浮体
装置10を、他の船舶により曳航し又は装備している動
力手段により自ら航行して、例えば円錐状のマウンド状
水中構造物11を構築すべき海域に移動し、係留索15
等により所定位置に係留する。 浮体装置10は、中央
にマウンド材料投入開口12を有する枠体としての浮体
13と、前記投入開口12からこれの下方に縮径しつつ
水中に懸下し、下端部において円形に開口する筒状体1
4と、前記浮体13に取付けた係留索15とを備える。
また、前記浮体13にはその周囲に防舷材18が取付け
られてグラブ船16等の船舶が横付けされた場合に浮体
13及び船体の損傷を防止する。さらに、浮体13の底
面及び投入開口12の周囲は鉄板17によって補強され
ている。一方筒状体14は鋼板、鋼棒等を用いて板状又
は網状に加工した下方に向かって縮径するロート状の単
位筒状体19を二本重ね合わせて構成され、上方の単位
筒状体19を前記投入開口12の下端に溶着固定すると
ともに、これに沿って下方の単位筒状体19を上下にス
ライドさせることにより筒状体14を伸縮させる。かか
る下方の単位筒状体19のスライドは、例えばこれに取
付けたワイヤーを介して行なうことができる。また、下
方の単位筒状体19の下端付近には超音波探査器26を
取付け、これによって構築するマウンド状水中構造物1
1の出来形を管理する。
In the embodiment of the present invention shown in FIG. 1, first, the floating body device 10 is towed by another ship or is made to travel by itself by a power means equipped to the floating body device 10, for example, a conical mound-shaped underwater structure 11. Move to the sea area to be constructed and mooring line 15
Moored at a predetermined position. The floating body device 10 includes a floating body 13 as a frame having a mound material charging opening 12 in the center, and a cylindrical shape that is suspended from the charging opening 12 in the water while reducing its diameter, and has a circular opening at the lower end. Body 1
4 and a mooring line 15 attached to the floating body 13.
In addition, a fender 18 is attached to the periphery of the floating body 13 to prevent damage to the floating body 13 and the hull when a ship such as a grab boat 16 is horizontally mounted. Further, the bottom surface of the floating body 13 and the periphery of the charging opening 12 are reinforced by an iron plate 17. On the other hand, the tubular body 14 is formed by stacking two unit tubular bodies 19 of a funnel shape, which are processed into a plate shape or a net shape using a steel plate, a steel rod or the like, and whose diameter is reduced downward, and the upper unit tubular shape. The body 19 is welded and fixed to the lower end of the charging opening 12, and the lower unit tubular body 19 is slid up and down along the same to expand and contract the tubular body 14. The slide of the lower unit tubular body 19 can be performed, for example, via a wire attached to the unit tubular body 19. An ultrasonic probe 26 is attached near the lower end of the lower unit tubular body 19, and the mound-shaped underwater structure 1 is constructed by this.
Manage the outcome of 1.

【0013】そして、所定位置に係留した浮体装置10
にはこれに横付けしたグラブ船16から前記投入開口1
2に、バケット20により、石材や石炭灰コンクリート
ブロック等のマウンド材料21を投入する。投入したマ
ウンド材料21は前記筒状体14により画定される投入
路に沿って拡散することなく落下し、筒状体14の円形
の先端開口22から海底に着底する。すなわち、先端開
口22から海底までの距離が短いので予定した箇所に精
度良くマウンド材料21を投入することができる。ま
た、グラブ船16のバケット20を海底まで降下させる
必要がないので投入作業を迅速に行なうことができる。
なお、本実施例では円錐状のマウンド状水中構造物11
を構築するべく先端の開口が円形の筒状体14を用いた
が、先端開口22を所定の形状に変化することにより、
例えばカマボコ状等他の任意の形状のマウンド水中状構
造物を構築することもできる。なお、マウンド材料の投
入中又はその前後において、浮体装置10の位置決め手
段及び動力手段等により係留位置を順次移動することに
より、あるいは筒状体14の長さを逐次調整することに
より、さらに精度良く所望の形状にマウンド状構造物1
1を構築することができる。すなわち、例えば前記円形
断面の筒状体14により円錐状のマウンド状水中構造物
11を構築する場合に、筒状体14の先端開口22が常
にマウンドの直上に位置するようにその長さを調整する
ことにより、マウンド頂部の位置を安定させて、斜面傾
斜角度が例えば湧昇流の発生に適した安息角(1:1.
5〜1:3.0程度)に近い状態となるようマウンド状
水中構造物11を構築することができる。
The floating device 10 moored at a predetermined position.
From the grab boat 16 that was installed next to this, the loading opening 1
A mound material 21 such as a stone material or a coal ash concrete block is charged into the container 2 by the bucket 20. The charged mound material 21 drops along the charging path defined by the tubular body 14 without diffusing, and reaches the bottom of the sea through the circular tip opening 22 of the tubular body 14. That is, since the distance from the tip opening 22 to the seabed is short, the mound material 21 can be accurately introduced into a planned place. Moreover, since it is not necessary to lower the bucket 20 of the grab boat 16 to the seabed, the loading operation can be performed quickly.
In this embodiment, the conical mound-shaped underwater structure 11
The cylindrical body 14 having a circular opening at the tip was used to construct the above, but by changing the tip opening 22 into a predetermined shape,
It is also possible to construct a mound underwater structure having any other shape such as a semi-cylindrical shape. It should be noted that by further moving the mooring position sequentially by the positioning means and the power means of the floating body device 10 before or after the charging of the mound material, or by sequentially adjusting the length of the tubular body 14, it is possible to more accurately. Mound structure 1 in the desired shape
1 can be built. That is, for example, when the conical mound-shaped underwater structure 11 is constructed from the cylindrical body 14 having the circular cross section, its length is adjusted so that the tip end opening 22 of the cylindrical body 14 is always located immediately above the mound. By doing so, the position of the top of the mound is stabilized, and the angle of repose (1: 1.
The mound-shaped underwater structure 11 can be constructed so as to be in a state close to (5: 1: 3.0).

【0014】図2は本発明の他の実施例を示すものであ
る。この実施例では、浮体装置10は、係留索15によ
り上方を土運船23が通過し得る水深に緊張係留され
る。そして、マウンド材料21を積載した底開き土運船
23を浮体装置10の上方に移動するとともに、その船
底を開いてマウンド材料21を投入開口12に直接投入
する。この方法によれば、多量のマウンド材料21を要
する大規模なマウンド状水中構造物25でも、迅速かつ
高精度に構築することができる。
FIG. 2 shows another embodiment of the present invention. In this embodiment, the floating device 10 is moored by the mooring lines 15 to a water depth at which the earthmoving ship 23 can pass above. Then, the open-bottomed clay carrier 23 loaded with the mound material 21 is moved above the floating body device 10, and the bottom of the ship is opened to directly charge the mound material 21 into the charging opening 12. According to this method, even a large-scale mound-like underwater structure 25 that requires a large amount of mound material 21 can be quickly and accurately constructed.

【0015】なお、本発明で浮体装置10を係留するに
は必ずしも係留索15を用いる必要はなく、例えば図3
に示すように、クレーン台船24等に取付けて係留して
もよく、さらにジャケット型構造物等を海底から組立て
てこれに固定することもできる。
In the present invention, it is not always necessary to use the mooring cable 15 to moor the floating body device 10. For example, as shown in FIG.
As shown in FIG. 4, it may be attached to the crane pontoon 24 or the like for mooring, or a jacket type structure or the like may be assembled from the seabed and fixed thereto.

【0016】[0016]

【発明の効果】以上のように、本発明は、マウンド材料
の投入開口と、先端において所定形状で開口する案内部
材とを備えた浮体装置を所定位置に係留し、該浮体装置
を介してマウンド材料をバケット等により投入するの
で、投入されるマウンド材料の拡散を防止するとともに
前記浮体装置の位置及び案内部材の長さを逐次移動、調
整して、所望形状のマウンド状水中構造物を精度良くか
つ迅速に構築することができる。また、浮体装置を所定
水深に緊張係留し、その上方に底開き式土運船を移動し
てこれから直接にマウンド材料を投入することにより、
大規模なマウンド状構造物でも、迅速かつ精度良く構築
することができるという効果を奏するものである。
INDUSTRIAL APPLICABILITY As described above, according to the present invention, the floating body device provided with the mound material charging opening and the guide member having a predetermined shape at the tip is moored at a predetermined position, and the mound material is attached via the floating body device. Since the material is charged by a bucket or the like, the mound material to be charged is prevented from diffusing, and the position of the floating device and the length of the guide member are sequentially moved and adjusted to accurately obtain a mound-shaped underwater structure having a desired shape. And it can be built quickly. In addition, by tensioning the floating body device to a predetermined water depth, moving the bottom-opening type soil transport ship above it, and directly inserting the mound material,
Even a large-scale mound-shaped structure can be quickly and accurately constructed.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の一実施例を示す説明図である。FIG. 1 is an explanatory diagram showing an embodiment of the present invention.

【図2】本発明の他の実施例を示す説明図である。FIG. 2 is an explanatory diagram showing another embodiment of the present invention.

【図3】本発明のさらに他の実施例を示す説明図であ
る。
FIG. 3 is an explanatory diagram showing still another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

10 浮体装置 11,25 マウンド状水中構造物 12 投入開口 13 浮体 14 筒状体(案内部材) 15 係留索 16 グラブ船 20 バケット 23 底開き式土運船 10 Floating body device 11,25 Mound-shaped underwater structure 12 Input opening 13 Floating body 14 Cylindrical body (guide member) 15 Mooring line 16 Grab ship 20 Bucket 23 Bottom-opening type earthmoving ship

Claims (1)

【特許請求の範囲】 【請求項1】マウンド材料の投入開口と、該開口から所
定長水中に懸下するとともに先端において所定形状で開
口する案内部材とを備えた浮体装置を所定位置に係留す
る工程と、前記浮体装置の近傍に運搬したマウンド材料
を前記開口に投入する工程とからなり、前記浮体装置の
位置及び案内部材の長さを移動、調整して所望形状の構
造物を構築するマウンド状水中構造物の構築方法。 【請求項2】前記浮体装置を所定水深に緊張係留する工
程と、マウンド材料を積載した底開き式土運船を前記浮
体装置の上方に移動するとともに、船底を開放してマウ
ンド材料を投入する工程とからなるマウンド状水中構造
物の構築方法。 【請求項3】中央に投入開口を有する浮体と、先端にお
いて所定形状で開口すべく前記投入開口からロート状に
懸下する上下に伸縮可能な筒状の案内部材と、前記浮体
を水上又は水中の所定位置に保持する係留部材とからな
る請求項1又は2に記載のマウンド状水中構造物の構築
方法に用いる浮体装置。
Claim: What is claimed is: 1. A floating body device, comprising: a mound material charging opening; and a guide member that is suspended from the opening in water for a predetermined length and opens at a tip in a predetermined shape. A mound that comprises a step and a step of charging the mound material conveyed near the floating body device into the opening, and moving and adjusting the position of the floating body device and the length of the guide member to construct a structure having a desired shape. Method for constructing water-like structures. 2. A step of tensioning and mooring the floating body device to a predetermined water depth, and a bottom-opening type earthmoving vessel loaded with mound material is moved above the floating body device and the bottom of the ship is opened to insert the mound material. A method of constructing a mound-like underwater structure comprising a process and a process. 3. A floating body having a charging opening in the center, a vertically-extendable and contractible tubular guide member suspended in a funnel shape from the charging opening so as to open in a predetermined shape at the tip, and the floating body above or below water. The floating body device used in the method for constructing a mound-like underwater structure according to claim 1 or 2, comprising a mooring member which is held at a predetermined position.
JP15678091A 1991-06-27 1991-06-27 Method and float apparatus for constructing mound-like underwater structure Pending JPH055309A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15678091A JPH055309A (en) 1991-06-27 1991-06-27 Method and float apparatus for constructing mound-like underwater structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15678091A JPH055309A (en) 1991-06-27 1991-06-27 Method and float apparatus for constructing mound-like underwater structure

Publications (1)

Publication Number Publication Date
JPH055309A true JPH055309A (en) 1993-01-14

Family

ID=15635151

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15678091A Pending JPH055309A (en) 1991-06-27 1991-06-27 Method and float apparatus for constructing mound-like underwater structure

Country Status (1)

Country Link
JP (1) JPH055309A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007063959A (en) * 2005-09-02 2007-03-15 Daiho Constr Co Ltd System and method dropping riprap
JP2008155826A (en) * 2006-12-25 2008-07-10 Toa Harbor Works Co Ltd Stone throwing method and forming method for submarine mound by throwing stone
JP2008285871A (en) * 2007-05-17 2008-11-27 Taisei Corp Riprap dropping system and riprap dropping method
CN112227377A (en) * 2020-09-30 2021-01-15 王洪振 Deep water construction conveying equipment in hydraulic engineering dam
DE112020007764T5 (en) 2020-11-11 2023-08-31 Fuji Corporation tool turret device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007063959A (en) * 2005-09-02 2007-03-15 Daiho Constr Co Ltd System and method dropping riprap
JP2008155826A (en) * 2006-12-25 2008-07-10 Toa Harbor Works Co Ltd Stone throwing method and forming method for submarine mound by throwing stone
JP2008285871A (en) * 2007-05-17 2008-11-27 Taisei Corp Riprap dropping system and riprap dropping method
CN112227377A (en) * 2020-09-30 2021-01-15 王洪振 Deep water construction conveying equipment in hydraulic engineering dam
DE112020007764T5 (en) 2020-11-11 2023-08-31 Fuji Corporation tool turret device

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