JPS63201214A - Settling of caisson - Google Patents

Settling of caisson

Info

Publication number
JPS63201214A
JPS63201214A JP2991887A JP2991887A JPS63201214A JP S63201214 A JPS63201214 A JP S63201214A JP 2991887 A JP2991887 A JP 2991887A JP 2991887 A JP2991887 A JP 2991887A JP S63201214 A JPS63201214 A JP S63201214A
Authority
JP
Japan
Prior art keywords
caisson
bag
concrete
shell
air
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
JP2991887A
Other languages
Japanese (ja)
Other versions
JPH0448128B2 (en
Inventor
Toshikazu Kakimi
垣見 年和
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.)
Ohbayashi Gumi Ltd
Obayashi Corp
Original Assignee
Ohbayashi Gumi Ltd
Obayashi 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 Ohbayashi Gumi Ltd, Obayashi Corp filed Critical Ohbayashi Gumi Ltd
Priority to JP2991887A priority Critical patent/JPS63201214A/en
Publication of JPS63201214A publication Critical patent/JPS63201214A/en
Publication of JPH0448128B2 publication Critical patent/JPH0448128B2/ja
Granted legal-status Critical Current

Links

Abstract

PURPOSE:To permit a caisson to be settled in shallow water depth with high accuracy by a method in which a shell having an air-tight bag on its downside is towed to a settling position, concrete is placed into the shell, and the bag is degassed and settled on the bottom under water. CONSTITUTION:A steel hollow cutting edge shell 12 having an air-tight bag 10 on its downside is towed to a settling position. Concrete is placed into the shell 12 while charging as into the bag 10 to form the bottom slab 16 of caisson in a floated state. After the concrete hardens, the bag 10 is deflated and the cutting edge 18 is landed on the bottom under water. The walls 22 of the caisson are formed on the slab 16, and the bottom 20 below the cutting edge 18 is excavated to settle the caisson down to a given depth. Since control on attitude of the caisson during settling period can be performed by controlling the amount of air in the bag 10, the resettling of the caisson is made possible by supplying of air into the bag 10 even when the settling position is shifted by tidal waves or current.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は函体の据付方法に関する。[Detailed description of the invention] (Industrial application field) The present invention relates to a method for installing a box.

(従来の技術) 周知のように、水底面に設置されるフ0−テインクケー
ソンは、これを沈設場所まで曳航した後、大型クレーン
船等で吊り下げるようにして据付けが行なわれている。
(Prior Art) As is well known, a floating caisson installed on the bottom of a water body is towed to a place where it is to be submerged and then suspended by a large crane ship or the like.

また、クレーン船などによる据付方法では、水深の浅い
海岸近くや、河川などでは、クレーン船の吃水が水深を
上回り、クレーン船の運行ができない場合があるので、
このような場合には沈設現場に築島を設け、ケーソンを
沈設した後築島を解体する方法や、水底面を浚渫して水
深を深くする方法も採用されている。
In addition, when installing using a crane ship, etc., the crane ship may be unable to operate near the coast or in rivers where the water is shallow, as the stagnation of the crane ship may exceed the water depth.
In such cases, the methods of setting up a rocky island at the site of the caissons and dismantling the rocky island after sinking the caissons, or dredging the bottom of the water to deepen the water depth are also adopted.

しかし、以上の如き70−ティングケーソンの据付方法
では、陸上やドックなどでケーソンを完全に組立てた後
に、沈設現場まで曳航することが一般的に行なわれてい
るが、このような方法では工期が長期化するという欠点
があった。
However, in the method of installing a 70-ton caisson as described above, the caisson is generally assembled completely on land or at a dock and then towed to the sinking site, but this method shortens the construction period. The drawback was that it took a long time.

そこで、近時ケーソンの下端部のみを鋼製とし、これを
陸上で製作して沈設場所まで曳航した後、その内部にコ
ンクリートを打設して据付ける方法が提案されている。
Therefore, a method has recently been proposed in which only the lower end of the caisson is made of steel, the caisson is fabricated on land, the caisson is towed to the location, and then concrete is poured inside the caisson for installation.

このような方法によれば、ケーソンを曳航する船舶は小
型のものでよく、工期も短縮できるという長所があるが
、コンクリートが硬化する前に水底面に到達すると、水
底面の不陸などにより変形を起こしたままで硬化すると
いう問題があった。
This method has the advantage of requiring only a small vessel to tow the caisson and shortening the construction period; however, if the concrete reaches the water bottom before it hardens, it may become deformed due to unevenness of the water bottom, etc. There was a problem that it would harden while it remained upright.

また沈設時に波浪や水流により据付位置がずれ易く、ず
れた場合にこれを所定の位置に再据付けすることが難し
く、高精度の据付が困難であった。
In addition, when it is submerged, the installation position is likely to shift due to waves or water currents, and if it does shift, it is difficult to reinstall it in a predetermined position, making it difficult to install with high precision.

この発明は以上の如き従来の問題点に鑑みてなされたち
分であって、その目的とするところは、据付時に有害な
変形が起こらず、しかも高精度の設置が可能な函体の据
付方法を提供することにある。
This invention was made in view of the conventional problems as described above, and its purpose is to provide a method for installing a box that does not cause harmful deformation during installation and that allows for highly accurate installation. It is about providing.

(問題点を解決するための手段) 上記目的を達成するために、この発明は、水底面に設置
される函体の据付方法において、下面に気密性袋体を配
設した刃口シェルを設置現場まで曳航し、前記気密性袋
体に気体を注入しつつ前記刃口シェル内にコンクリート
を打設して函体の下部側をフローティング状態で形成し
、前記コンクリートの硬化後に水底面に設置することを
特徴とする。
(Means for Solving the Problems) In order to achieve the above object, the present invention provides a method for installing a box installed on the bottom surface of water, in which a cutter shell with an airtight bag disposed on the bottom surface is installed. It is towed to the site, and while injecting gas into the airtight bag, concrete is poured into the cutter shell to form the lower part of the box in a floating state, and after the concrete hardens, it is installed on the bottom of the water. It is characterized by

(作 用) 上記構成の据付方法によれば、函体の刃口シェル内にコ
ンクリートを打設する工程は、気密性袋体に気体を注入
してその浮力を調整しつつ70−ティング状態で行ない
、且つ打設したコンクリートが硬化した後に水底面に設
置するので、水底面に着地した時に変形が起こらない。
(Function) According to the installation method with the above configuration, the process of pouring concrete into the cutting edge shell of the box is carried out in a 70-ring state while injecting gas into the airtight bag and adjusting its buoyancy. Since the concrete is placed on the bottom of the water after it has hardened, no deformation occurs when it lands on the bottom of the water.

また、気密袋体に注入する気体量を調整することで、沈
設状態の制御や再据付が可能となるので、設置を高精度
に行うことができる。
Furthermore, by adjusting the amount of gas injected into the airtight bag, it is possible to control the state of submersion and reinstallation, so installation can be performed with high precision.

(実施例) 以下、この発明の好適な実施例について添附図面を参照
にして詳細に説明する。
(Embodiments) Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

第1図はこの発明に係る函体の据付方法の一実施例を工
程順に示している。
FIG. 1 shows an embodiment of the method for installing a box according to the present invention in the order of steps.

同図に示す方法では、まず、陸上で下面に複数の気密性
袋体10.10を配設した函体の下部側となる下端が閉
止された鋼製中空体状の刃口シェル12が製作され、各
気密性袋体10.10には刃口シェル12の上面まで延
びるパイプ14.14が接続される。
In the method shown in the figure, first, a hollow steel cutter shell 12 with a closed lower end, which is the lower side of a box with a plurality of airtight bags 10 and 10 arranged on the lower surface, is manufactured on land. A pipe 14.14 extending to the upper surface of the cutting edge shell 12 is connected to each airtight bag 10.10.

刃口シェル12が完成すると、第1図(a )に示すよ
うに、これを浮かせた状態で小型曳航船11で沈設場所
まで運搬する。
When the cutting edge shell 12 is completed, it is transported in a floating state by a small towing boat 11 to a burial site, as shown in FIG. 1(a).

刃口シェル12が沈設場所に到着すると、第1図(b)
に示すように、その内部にコンクリートの打設が行なわ
れる。
When the blade shell 12 arrives at the place where it is deposited, as shown in Fig. 1(b)
As shown in the figure, concrete will be poured inside.

コンクリートの打設に当っては、パイプ14がら空気を
注入して、気密性袋体10.10を脹らませ浮力を調節
してフローティング状態でこれを行なう。
When pouring concrete, air is injected through the pipe 14 to inflate the airtight bag 10 and 10 to adjust the buoyancy and perform this in a floating state.

そして、函体の底版16を形成する分だけのコンクリー
トの打設が終わると、コンクリートが硬化するまでフロ
ーティング状態を維持する。
When the concrete for forming the bottom plate 16 of the box has been poured, the floating state is maintained until the concrete hardens.

底版16が完成すると、パイプ14を介して気密性袋体
10.10内の空気を抜きながら徐々に刃ロシIル12
を沈設させ、刃018を水底面20上に着地させる(第
1図(C)参照)。
When the bottom plate 16 is completed, the air inside the airtight bag 10.10 is removed through the pipe 14 while the blade 12 is gradually removed.
, and the blade 018 lands on the water bottom surface 20 (see FIG. 1(C)).

なお、上記コンクリートの打設は、刃口シェル12が安
定して水底面に着地できる程度の量があればよいので、
必ずしも底版16を形成する量を打設する必要はない。
It should be noted that the amount of concrete that needs to be placed is sufficient to allow the cutting edge shell 12 to stably land on the bottom surface of the water.
It is not necessarily necessary to cast the amount to form the bottom plate 16.

この場合、沈設時の姿勢制御は、気密体製体10内の空
気量を増減させながら行ない、着地位置がずれた場合に
は、気密性袋体10内に再び空気を注入して、再据付を
行なう。
In this case, the attitude control during sinking is performed by increasing or decreasing the amount of air inside the airtight bag 10, and if the landing position shifts, air is injected into the airtight bag 10 again and the installation is re-installed. Do this.

以上のようにして、底版16を形成した刃口シェル12
が正確に位置決めされて設置されると、第1図(d )
に示すように、底版16上に函体の壁部22を形成し、
刃口18下の水底面20を掘削して、所定の深度まで函
体を沈下させ、刃口18下に形成された空間部にコンク
リートを打設して、据付を終了する。
The cutting edge shell 12 with the bottom plate 16 formed as described above
When the is correctly positioned and installed, the image shown in Fig. 1(d)
As shown in FIG.
The water bottom surface 20 below the blade opening 18 is excavated, the box is lowered to a predetermined depth, and concrete is poured into the space formed under the blade opening 18 to complete the installation.

(発明の効果) 以上説明したように、この発明に係る函体の据付方法に
よれば、下面に気密性袋体を配設した刃口シェルに沈設
場所で、フローティング状態でコンクリートを打設して
函体の下部側を形成し、コンクリートが硬化した後にこ
れを沈設するので、函体に有害な変形を排除しつつ、し
かも、沈設時に気密性袋体に気体を注入・排出して姿勢
を制御できるので、波浪や水流により据付位置がずれて
も容易且つm*に再据付が可能となる。
(Effects of the Invention) As explained above, according to the method for installing a box according to the present invention, concrete can be placed in a floating state at a sinking location in a cutter shell having an airtight bag provided on the lower surface. The lower part of the box is formed using concrete, and this is sunk after the concrete has hardened. This eliminates harmful deformation of the box, and also allows the airtight bag to maintain its posture by injecting and expelling gas when it is sunk. Since it can be controlled, even if the installation position is shifted due to waves or water currents, it can be easily reinstalled within m*.

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

第1図は本発明方法の施工順序を順に示す説明図である
。 10・・・・・・気密性袋体  12・・・・・・刃ロ
シIル14・・・・・・パイプ    16・・・・・
・底 版18・・・・・・刃 口    20・・・・
・・水底面22・・・・・・壁 部 特許出願人         株式会社 大林組代 理
 人         弁理士 −色健輔同     
      弁理士 松本雅利−−〜
FIG. 1 is an explanatory diagram sequentially showing the construction order of the method of the present invention. 10... Airtight bag 12... Blade 14... Pipe 16...
・Bottom plate 18...Blade mouth 20...
... Water bottom surface 22 ... Wall Patent applicant Obayashi Corporation Representative Patent attorney - Kensuke Shiro
Patent attorney Masatoshi Matsumoto

Claims (1)

【特許請求の範囲】[Claims]  水底面に設置される函体の据付方法において、下面に
気密性袋体を配設した刃口シェルを設置現場まで曳航し
、前記気密性袋体に気体を注入しつつ前記刃口シェル内
にコンクリートを打設して函体の下部側をフローティン
グ状態で形成し、前記コンクリートの硬化後に水底面に
設置することを特徴とする函体の据付方法。
In the installation method for a box installed on the bottom surface of water, a cutting shell with an airtight bag arranged on the bottom surface is towed to the installation site, and while gas is injected into the airtight bag, the cutting shell is injected into the cutting shell. A method for installing a box, comprising: pouring concrete to form a lower part of the box in a floating state, and installing the box on the bottom surface of water after the concrete has hardened.
JP2991887A 1987-02-13 1987-02-13 Settling of caisson Granted JPS63201214A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2991887A JPS63201214A (en) 1987-02-13 1987-02-13 Settling of caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2991887A JPS63201214A (en) 1987-02-13 1987-02-13 Settling of caisson

Publications (2)

Publication Number Publication Date
JPS63201214A true JPS63201214A (en) 1988-08-19
JPH0448128B2 JPH0448128B2 (en) 1992-08-05

Family

ID=12289375

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2991887A Granted JPS63201214A (en) 1987-02-13 1987-02-13 Settling of caisson

Country Status (1)

Country Link
JP (1) JPS63201214A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07189267A (en) * 1993-06-29 1995-07-28 Toda Constr Co Ltd Method of forming construction of cutting edge body of caisson
JP2017160701A (en) * 2016-03-10 2017-09-14 鹿島建設株式会社 Installation method to water bottom of gravitational structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07189267A (en) * 1993-06-29 1995-07-28 Toda Constr Co Ltd Method of forming construction of cutting edge body of caisson
JP2017160701A (en) * 2016-03-10 2017-09-14 鹿島建設株式会社 Installation method to water bottom of gravitational structure

Also Published As

Publication number Publication date
JPH0448128B2 (en) 1992-08-05

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