JPH0448128B2 - - Google Patents

Info

Publication number
JPH0448128B2
JPH0448128B2 JP2991887A JP2991887A JPH0448128B2 JP H0448128 B2 JPH0448128 B2 JP H0448128B2 JP 2991887 A JP2991887 A JP 2991887A JP 2991887 A JP2991887 A JP 2991887A JP H0448128 B2 JPH0448128 B2 JP H0448128B2
Authority
JP
Japan
Prior art keywords
box
concrete
water
airtight bag
shell
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.)
Expired
Application number
JP2991887A
Other languages
Japanese (ja)
Other versions
JPS63201214A (en
Inventor
Toshikazu Kakimi
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.)
Obayashi Corp
Original Assignee
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 Obayashi Corp filed Critical Obayashi Corp
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

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 fields≫ 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ローテイ
ングケーソンは、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 water bottom is installed by towing it to a place where it will be sunk and then suspending it from 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., if the water is near the coast or in a river where the water depth is shallow, the swamp of the crane ship may exceed the water depth and the crane ship may not be able to operate. Other methods have been adopted, such as creating a rocky island, sinking a caisson, and then dismantling the island, or dredging the bottom of the water to deepen the water depth.

しかし、以上の如きフローテイングケーソンの
据付方法では、陸上やドツ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つた。
However, in the above method of installing a floating caisson, the caisson is generally assembled completely on land or at a dock, and then towed to the sinking site, but this method requires a long construction period. It had the disadvantage of becoming

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つた。
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 the material would harden even if it was left 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つ
た。
Furthermore, 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
されたものであつて、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 has been made in view of the above-mentioned conventional problems, and its purpose is to:
To provide a method for installing a box that does not cause harmful deformation during installation and can be installed with high precision.

≪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エルを設置現場まで
曳航し、前記気密性袋体に気体を注入しつつ前記
刃口シエル内にコンクリートを打設して函体の下
部側をフローテイング状態で形成し、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 cutting shell having an airtight bag disposed on the bottom surface is installed. The box 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 placed 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、函体の刃口シエ
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フロー
テイング状態で行ない、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。
<<Operation>> 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 floating state by injecting gas into the airtight bag and adjusting its buoyancy. Moreover, since the poured concrete is installed on the water bottom after it has hardened, no deformation occurs when it lands on the water bottom.

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。
<<Example>> 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エ
ル12が製作され、各気密性袋体10,10には
刃口シエル12の上面まで延びるパイプ14,1
4が接続される。
In the method shown in the figure, first, a cutter shell 12 in the shape of a hollow steel body whose lower end is closed, which is the lower side of a box with a plurality of airtight bags 10 arranged on the lower surface, is manufactured on land. Each airtight bag body 10, 10 has a pipe 14, 1 extending to the upper surface of the cutting edge shell 12.
4 is connected.

刃口シエル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曵航船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 to a burial site by a small towing vessel 11, as shown in FIG. 1a.

刃口シエル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 burial site, the first
As shown in Figure b, concrete is placed inside.

コンクリートの打設に当つては、パイプ14か
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イング状態でこれを
行なう。
When pouring concrete, air is injected from the pipe 14 to inflate the airtight bags 10, 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イング状態を維持する。
After pouring enough concrete to form the bottom plate 16 of the box, 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
刃口シエル12を沈設させ、刃口18を水底面2
0上に着地させる(第1図c参照)。
When the bottom plate 16 is completed, the air in the airtight bags 10, 10 is removed through the pipe 14, and the blade mouth shell 12 is gradually lowered, and the blade mouth 18 is placed on the water bottom surface 2.
0 (see Figure 1c).

なお、上記コンクリートの打設は、刃口シエル
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。
Note that it is sufficient to cast the concrete in an amount sufficient to allow the cutting edge shell 12 to stably land on the bottom surface of the water, so it is not necessarily necessary to cast the amount of concrete to form the bottom slab 16.

この場合、沈設時の姿勢制御は、気密体袋体1
0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 posture control during submersion is performed by controlling the airtight bag 1
This is done by increasing or decreasing the amount of air in the airtight bag 10, and if the landing position shifts, air is again injected into the airtight bag 10 and the airtight bag 10 is reinstalled.

以上のようにして、底版16を形成した刃口シ
エル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。
When the cutting edge shell 12 forming the bottom plate 16 is accurately positioned and installed as described above,
As shown in FIG. 1d, the wall portion 22 of the box is formed on the bottom plate 16, the water bottom surface 20 below the cutting edge 18 is excavated, the box is lowered to a predetermined depth, and the bottom wall 22 of the box is formed on the bottom plate 16. Concrete is poured into the created space 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
口シエルに沈設場所で、フローテイング状態でコ
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
も容易且つ簡単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 is poured in a floating state at a place where concrete is deposited in a cutting shell having an airtight bag provided on the lower surface. to form the lower side of the box, and after the concrete has hardened, this will be deposited.
While eliminating harmful deformation of the box, it is also possible to control the posture by injecting and discharging gas into the airtight bag when it is submerged, so even if the installation position is shifted due to waves or water currents, it can be easily reinstalled. It becomes possible.

【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……刃口シエル、1
4……パイプ、16……底版、18……刃口、2
0……水底面、22……壁部。
FIG. 1 is an explanatory diagram sequentially showing the construction order of the method of the present invention. 10...Airtight bag body, 12...Blade mouth shell, 1
4...Pipe, 16...Bottom plate, 18...Blade mouth, 2
0... Water bottom surface, 22... Wall part.

Claims (1)

【特許請求の範囲】[Claims] 1 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エルを設
置現場まで曳航し、前記気密性袋体に気体を注入
しつつ前記刃口シエ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イング状態で形成し、
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。
1. In the method of installing 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 inside of the cutting shell is Concrete is poured into the box to form the lower part of the box in a floating state.
A method for installing a box, characterized in that the box is installed on the bottom surface of a water body 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 JPS63201214A (en) 1988-08-19
JPH0448128B2 true 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)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2838019B2 (en) * 1993-06-29 1998-12-16 戸田建設株式会社 Caisson blade framing method
JP6681225B2 (en) * 2016-03-10 2020-04-15 鹿島建設株式会社 How to install a gravity type structure on the bottom of the water

Also Published As

Publication number Publication date
JPS63201214A (en) 1988-08-19

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