JPS61207725A - Installing method for caisson - Google Patents

Installing method for caisson

Info

Publication number
JPS61207725A
JPS61207725A JP4858385A JP4858385A JPS61207725A JP S61207725 A JPS61207725 A JP S61207725A JP 4858385 A JP4858385 A JP 4858385A JP 4858385 A JP4858385 A JP 4858385A JP S61207725 A JPS61207725 A JP S61207725A
Authority
JP
Japan
Prior art keywords
caisson
mound
buoyant bodies
sides
buoyant body
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
JP4858385A
Other languages
Japanese (ja)
Other versions
JPH0552373B2 (en
Inventor
Shigero Kitanaka
北中 茂郎
Takao Oguri
小栗 孝夫
Hiroshi Shiotani
塩谷 洋
Takao Yamamoto
隆夫 山本
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.)
Hitachi Zosen Corp
Original Assignee
Hitachi Zosen 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 Hitachi Zosen Corp filed Critical Hitachi Zosen Corp
Priority to JP4858385A priority Critical patent/JPS61207725A/en
Publication of JPS61207725A publication Critical patent/JPS61207725A/en
Publication of JPH0552373B2 publication Critical patent/JPH0552373B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/08Lowering or sinking caissons

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)

Abstract

PURPOSE:To install a caisson on a shallow mound, by a method wherein the caisson is lifted up by means of buoyant bodies so that the draft is decreased over the water depth of the mound, and after the caisson is positioned on the mound, the buoyant bodies are sunk. CONSTITUTION:2 buoyant bodies 12 are moved alongside both sides of a caisson 10, the buoyant bodies are gradually floated through drainage of sea water ballast to engage each of rods 13 with each of hooks 11 of the caisson 10. Through further drainage of the ballast, the caisson 10 is supported from both sides for lifting up, and drainage is stopped when the draft of the caisson 10 is decreased over the water depth of the mound 17. After the caisson 10 and the buoyant bodies 12 are so moved as to position right above the mound 17, the ballast is poured in the buoyant bodies 12 to gradually sink them, the caisson 10 is seated on the mound 17, and at the same time the buoyant bodies 12 are separated from the caisson 10.

Description

【発明の詳細な説明】 産業上の利用分野 この発明は、ケーソンの据付方法、さらに詳しくは、水
面に浮上しているケーソンをその吃水より水深の浅い水
底マウンドに据付ける方法に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a method for installing a caisson, and more particularly to a method for installing a caisson floating on the surface of water to a submerged mound shallower than its stuttering water.

従来の技術およびその問題点 海面に浮上しているケーソンを海底マウンドに据付ける
場合、マウンドの水深がケーソンの吃水より浅いと、ケ
ーソンを海面に浮かべた状態でマウンドの上方に移動す
ることは不可能である。このため、従来は、通常、クレ
ーン船を用いて、ケーソンをマウンドより少し上に持上
げ、これをマウンドの上方に移動していた。ところが、
このような方法では、クレーンの能力を越えるような大
型ケーソンをとくに水深の浅いマウンドに据付けること
は不可能である。
Conventional technology and its problems When installing a caisson floating on the sea surface on an underwater mound, if the water depth of the mound is shallower than the caisson's swamp, it is impossible to move the caisson above the mound while it is floating on the sea surface. It is possible. For this reason, in the past, a crane ship was usually used to lift the caisson slightly above the mound and move it above the mound. However,
With this method, it is impossible to install a large caisson that exceeds the capacity of a crane, especially on a mound in shallow water.

この発明は、上記の問題を解決し、大型ケーソンを水深
の浅い水底マウンドに据付けることが可能なケーソンの
据付方法を提供することを目的とする。
An object of the present invention is to solve the above-mentioned problems and provide a caisson installation method that allows a large caisson to be installed on a shallow underwater mound.

問題点を解決するための手段 この発明によるケーソンの据付方法は、水面に浮上して
いるケーソンをその吃水より水深の浅い水底マウンドに
据付ける方法であって、バラスト調整可能な浮力体をケ
ーソンの両側に配置し、ケーソンの両側面の係合部材と
浮力体の側面の係合部材とを係合させてケーソンを浮力
体により両側から支持すること、ケーソンの吃水がマウ
ンドの水深より小さくなるように、浮力体によりケーソ
ンを持上げること、ケーソンがマウンドの真上に位置す
るように、ケーソンおよび浮力体を移動すること、なら
びに、浮力体を沈下させて、ケーソンをマウンドに着底
させることを含むものである。
Means for Solving the Problems The caisson installation method according to the present invention is a method in which a caisson floating on the water surface is installed on a submerged mound shallower than its stuttering water, and a floating body with adjustable ballast is installed on the caisson. The caisson is supported from both sides by the buoyant body by being disposed on both sides, and the engaging members on both sides of the caisson are engaged with the engaging members on the side of the buoyant body, so that the caisson's water depth is smaller than the water depth of the mound. , lifting the caisson by the buoyant body, moving the caisson and the buoyant body so that the caisson is located directly above the mound, and lowering the buoyant body so that the caisson lands on the mound. It includes.

ケーソンの両側に配置する浮力体の数は、任意である。The number of floating bodies placed on both sides of the caisson is arbitrary.

実  施  例 この発明の方法により据付けられるケーソンおよびこの
発明の方法を実施するために使用される浮力体の1例が
、第1図および第4図〜第6図に示されている。
EXAMPLE An example of a caisson installed by the method of the invention and a buoyant body used to carry out the method of the invention is shown in FIGS. 1 and 4-6.

ケーソン(10)は、たとえばコンクリート製で、前後
に長い箱型をなす。ケーソン(10)の両側面下部に、
それぞれ複数の下向きフック(係合部材>(11)が埋
込状に固定されている。
The caisson (10) is made of concrete, for example, and has a long box shape from front to back. At the bottom of both sides of the caisson (10),
A plurality of downward hooks (engaging members (11)) are each fixed in an embedded manner.

浮力体(12)は、たとえば鋼製で、前後に長い箱型を
なす。浮力体(12)の−側面下部に、ケーソン(10
)のフック(11)に下から係合する複数の水平棒(係
合部材)(13)がブラケット(14)を介して固定さ
れている。そして、この側面の下部の棒(13)を除く
部分および上部に防舷材(15)が取付けられている。
The buoyancy body (12) is made of steel, for example, and has a box shape that is long from front to back. A caisson (10
A plurality of horizontal rods (engaging members) (13) that engage the hooks (11) of ) from below are fixed via brackets (14). A fender (15) is attached to the lower part of this side surface except for the rod (13) and the upper part.

また、浮力体(12)は海水バラストの注排水装置を備
え、これによるバラスト調整が可能である。
Furthermore, the buoyancy body (12) is equipped with a seawater ballast filling and drainage device, and ballast adjustment is possible using this.

次に、第1図〜第3図を参照して、上記のケーソン(1
0)の据付方法すなわちこの発明の方法の1例を説明す
る。
Next, referring to Figures 1 to 3, the above caisson (1
An example of the installation method of 0), that is, the method of the present invention will be explained.

まず、上記のケーソン(10)と2つの浮力体(12)
を海面(L)に浮上させた状態で、適宜な手段により海
底マウンドの近くまで移動する。
First, the above caisson (10) and two buoyant bodies (12)
While floating on the sea surface (L), move it to the vicinity of the seabed mound by appropriate means.

なお、ケーソン(10)の吃水は、マウンドの水深より
大きい。そして、2つの浮力体(12)をケーソン(1
0)の両側に少し離して配置し、これらの浮力体(12
)に海水バラストを注水して、棒(13)がフック(1
1)より少し下になるようにこれらを沈める(第1図参
照)。
Note that the stanchion of the caisson (10) is greater than the water depth of the mound. Then, connect the two buoyant bodies (12) to the caissons (1
These buoyant bodies (12
) with seawater ballast, and the rod (13) connects to the hook (1
1) Submerge these so that they are slightly lower than (see Figure 1).

次に、2つの浮力体(12)をケーソン(10)の両側
に接舷させ、海水バラストを排水して、これらを徐々に
浮上させる。これにより、まず、各浮力体(12)の棒
(13)がケーソン(10)のフック(11)に下から
係合するので、動揺によってこれらが外れないように、
各浮力体(12)の上部とケーソン(10)の上部を連
結して各浮力体(12)を上向きに引張るようにする(
第2図参照)。そして、さらに2つの浮力体(12)か
ら海水バラストを排水してこれらを浮上させることによ
り、ケーソン(10)を両側から支持して徐々に持上げ
る。
Next, two buoyant bodies (12) are placed alongside the caisson (10) on both sides, the seawater ballast is drained, and they are gradually brought to the surface. As a result, first, the rods (13) of each buoyant body (12) engage the hooks (11) of the caisson (10) from below, so that they do not come off due to shaking.
The upper part of each buoyant body (12) and the upper part of the caisson (10) are connected to pull each buoyant body (12) upward (
(See Figure 2). Then, by draining the seawater ballast from the two buoyant bodies (12) and floating them, the caisson (10) is supported from both sides and gradually lifted.

浮力体(12)の海水バラストを全てまたはほとんど排
水するとケーソン(10)の吃水がマウンド(11)の
水深より小さくなるので、排水を止め、ケーソン(10
)がマウンド(17)の真上に位置するように、ケーソ
ン(10)および浮力体(12)を移動する(第3図参
照)。
When all or most of the seawater ballast of the buoyant body (12) is drained, the water depth of the caisson (10) becomes smaller than the water depth of the mound (11), so the drainage is stopped and the caisson (10)
) are positioned directly above the mound (17) (see Figure 3).

次に、2つの浮力体(12)に海水バラストを注水して
これらを徐々に沈め、これにより、ケーソン(10)を
マウンド(17)に着底させる。
Next, seawater ballast is poured into the two buoyant bodies (12) to gradually sink them, thereby allowing the caisson (10) to land on the mound (17).

ケーソン(10)が着底したならば、各浮力体(12)
の上部をケーソン(10)から切離したのち、さらに浮
力体(12)だけを少し沈下させて、棒(13)をフッ
ク(11)から外し、浮力体(12)をケーソン(10
)から両側に離す。これにより1個のケーソン(10)
の据付を完了するので、同様に、次のケーソンの据付を
行なう。
Once the caisson (10) has landed on the bottom, each buoyant body (12)
After separating the upper part of the buoyant body (12) from the caisson (10), the buoyant body (12) is further lowered slightly, the rod (13) is removed from the hook (11), and the buoyant body (12) is attached to the caisson (10).
) on both sides. This results in one caisson (10)
After completing the installation of the caisson, the next caisson will be installed in the same way.

発明の効果 この発明による方法は、バラスト調整可能な浮力体をケ
ーソンの両側に配置し、ケーソンの両側面の係合部材と
浮力体の側面の係合部材とを係合させてケーソンを浮力
体により両側から支持すること、ケーソンの吃水がマウ
ンドの水深より小さくなるように、浮力体によりケーソ
ンを持上げること、ケーソンがマウンドの真上に位置す
るように、ケーソンおよび浮力体を移動すること、なら
びに、浮力体を沈下させて、ケーソンをマウンドに着底
させることを含むから、水面に浮上しているケーソンを
その吃水より水深の浅い水底マウンドにクレーン船を使
用せずに安全にかつ簡単に据付けることができる。
Effects of the Invention In the method according to the present invention, ballast-adjustable buoyant bodies are arranged on both sides of a caisson, and engaging members on both sides of the caisson are engaged with engaging members on the sides of the buoyant body to transform the caisson into a buoyant body. lifting the caisson with a buoyant body so that the caisson's water depth is less than the water depth of the mound; moving the caisson and the buoyant body so that the caisson is located directly above the mound; In addition, since it involves sinking the buoyant body and bringing the caisson to the bottom on the mound, it is possible to safely and easily move the caisson floating on the water surface to the bottom mound, which is shallower than the stagnant water, without using a crane ship. Can be installed.

したがって、この発明によれば、クレーンの能力を越え
るような大型ケーソンを水深の浅い水底マウンドに据付
けることが可能になる。
Therefore, according to the present invention, it becomes possible to install a large caisson that exceeds the capacity of a crane on a shallow underwater mound.

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

第1図〜第3図はこの発明によるケーソンの据付方法の
1例を工程順に示す部分切欠き正面図、第4図は第2図
の平面図、第5図は第4図の一部を拡大して示す平面図
、第6図は第5図X−X線の断面図である。 (10)・・・ケーソン、(11)・・・フック(保合
部材)、(12)・・・浮力体、(13)・・・棒(係
合部材)、(17)・・・マウンド。 第1図 、、ill よ N−へ −〇
Figures 1 to 3 are partially cutaway front views showing an example of the caisson installation method according to the present invention in the order of steps, Figure 4 is a plan view of Figure 2, and Figure 5 is a partial view of Figure 4. The enlarged plan view and FIG. 6 are cross-sectional views taken along the line X--X in FIG. (10)... Caisson, (11)... Hook (retaining member), (12)... Buoyant body, (13)... Rod (engaging member), (17)... Mound . Figure 1, ill yo N-to-〇

Claims (1)

【特許請求の範囲】 水面に浮上しているケーソンをその吃水より水深の浅い
水底マウンドに据付ける方法であつて、 バラスト調整可能な浮力体をケーソンの両側に配置し、
ケーソンの両側面の係合部材と浮力体の側面の係合部材
とを係合させてケーソンを浮力体により両側から支持す
ること、 ケーソンの吃水がマウンドの水深より小さくなるように
、浮力体によりケーソンを持上げること、 ケーソンがマウンドの真上に位置するように、ケーソン
および浮力体を移動すること、 ならびに、浮力体を沈下させて、ケーソンをマウンドに
着底させること を含むケーソンの据付方法。
[Claims] A method for installing a caisson floating on the water surface on a mound at the bottom of the water that is shallower than its stuttering water, comprising: buoyant bodies with adjustable ballasts arranged on both sides of the caisson;
The caisson is supported from both sides by the buoyant body by engaging the engaging members on both sides of the caisson with the engaging members on the side of the buoyant body. A method of installing a caisson, including lifting the caisson, moving the caisson and buoyant body so that the caisson is located directly above the mound, and lowering the buoyant body so that the caisson bottoms on the mound. .
JP4858385A 1985-03-11 1985-03-11 Installing method for caisson Granted JPS61207725A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4858385A JPS61207725A (en) 1985-03-11 1985-03-11 Installing method for caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4858385A JPS61207725A (en) 1985-03-11 1985-03-11 Installing method for caisson

Publications (2)

Publication Number Publication Date
JPS61207725A true JPS61207725A (en) 1986-09-16
JPH0552373B2 JPH0552373B2 (en) 1993-08-05

Family

ID=12807419

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4858385A Granted JPS61207725A (en) 1985-03-11 1985-03-11 Installing method for caisson

Country Status (1)

Country Link
JP (1) JPS61207725A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113668587A (en) * 2021-09-03 2021-11-19 中建安装集团南京建设有限公司 Construction method suitable for excavation and pressure sinking of deep and large open caisson of water-rich stratum

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5568928A (en) * 1978-11-20 1980-05-24 Mitsubishi Heavy Ind Ltd Caisson instalation

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5568928A (en) * 1978-11-20 1980-05-24 Mitsubishi Heavy Ind Ltd Caisson instalation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113668587A (en) * 2021-09-03 2021-11-19 中建安装集团南京建设有限公司 Construction method suitable for excavation and pressure sinking of deep and large open caisson of water-rich stratum

Also Published As

Publication number Publication date
JPH0552373B2 (en) 1993-08-05

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