JP2661864B2 - Underwater caisson landing method - Google Patents

Underwater caisson landing method

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Publication number
JP2661864B2
JP2661864B2 JP30515993A JP30515993A JP2661864B2 JP 2661864 B2 JP2661864 B2 JP 2661864B2 JP 30515993 A JP30515993 A JP 30515993A JP 30515993 A JP30515993 A JP 30515993A JP 2661864 B2 JP2661864 B2 JP 2661864B2
Authority
JP
Japan
Prior art keywords
caisson
base
underwater
tower
central
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 - Lifetime
Application number
JP30515993A
Other languages
Japanese (ja)
Other versions
JPH07158082A (en
Inventor
雄一 芳野
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP30515993A priority Critical patent/JP2661864B2/en
Publication of JPH07158082A publication Critical patent/JPH07158082A/en
Application granted granted Critical
Publication of JP2661864B2 publication Critical patent/JP2661864B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Revetment (AREA)

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、水中ケーソンの着底方
法の改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement in a method of landing an underwater caisson.

【0002】[0002]

【従来の技術】水中橋梁基礎等に使用される基礎用ケー
ソンを設置する場合、海底面を均してから設置する技術
は知られている。
2. Description of the Related Art When installing a caisson for a foundation used for an underwater bridge foundation or the like, a technique of installing the caisson after leveling the sea bottom is known.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、例えば
海象条件が厳しい場合や、水深が大である場合には海底
盤の均し作業は極めて困難で厄介な作業であった。
However, for example, when the marine conditions are severe or when the water depth is large, the work for leveling the seabed is extremely difficult and troublesome.

【0004】したがって、本発明は、海底盤の均し作業
を行わないで水中ケーソンを設置する水中ケーソンの着
底方法を提供する事を目的としている。
Accordingly, an object of the present invention is to provide an underwater caisson landing method in which an underwater caisson is installed without performing the work of leveling the seabed.

【0005】[0005]

【課題を解決するための手段】本発明によれば、中央に
タワーを設けケーソンベース下部の中央部に突起部を有
し、各角に上下方向に伸縮自在な可動部を備え、ベース
下部の周囲に多数の円筒状に形成された布型枠を提灯の
ようにたたんで取付けた水中ケーソンを水中に沈下さ
せ、中央の突起部を着底させて中央タワーを鉛直状態に
保ち、各角の可動部を伸長させて着底ロックし、前記円
筒状の布型枠にコンクリートを注入して列柱でベース部
を囲み、その列柱の内側を充填して基礎を完成すること
を特徴とする水中ケーソンの着底方法を提供している。
According to the present invention, a tower is provided at the center, a projection is provided at the center of the lower portion of the caisson base, and a movable portion which is vertically expandable and contractible at each corner is provided. The underwater caisson, which is formed by folding a large number of cylindrical formwork around like a lantern, submerges in the water, bottoms out the central protrusion, and keeps the central tower in a vertical state. The movable part is extended and the bottom is locked, concrete is poured into the cylindrical cloth formwork, the base is surrounded by a column, and the inside of the column is filled to complete the foundation. It provides a method of landing an underwater caisson.

【0006】[0006]

【作用効果の説明】上記のように構成された水中ケーソ
ンの着底方法において、中央タワーの先端部が水面上に
出るよう構成されたケーソンの下部中央の突起部が着底
するまで沈下させ、中央タワーを鉛直状態にして4角の
可動部を、例えば水圧等で伸長し着底ロックする。
[Explanation of operation and effect] In the underwater caisson landing method configured as described above, the lower part of the caisson, which is configured so that the tip of the central tower emerges above the water surface, is settled down until it reaches the bottom. With the central tower in a vertical state, the four movable sections are extended by, for example, water pressure or the like and locked at the bottom.

【0007】それからケーソン下部の周囲の布型枠にコ
ンクリートを注入すれば海底盤とケーソン下部の周囲と
の間に列柱壁が出来るので、その内側を充填すれば海底
盤の形状にかかわらずケーソンを安定して着底すること
ができる。
[0007] If concrete is poured into the cloth formwork around the lower part of the caisson, a column wall is formed between the sea floor and the periphery of the lower part of the caisson. Can be stably landed.

【0008】したがって、困難な海底盤の均し作業を行
うことはない。
Therefore, there is no need to perform a difficult leveling work for the seabed.

【0009】[0009]

【実施例】以下、図面を参照して、本発明の実施例を説
明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0010】本発明の水中ケーソンの着底方法の説明に
あたり、まずその装置の一例を示す。
Before describing the method of landing an underwater caisson according to the present invention, an example of the apparatus will be described first.

【0011】図1において、ベース部2の中央にはタワ
ー1が設けられ、そのベース部2の4角には可動部であ
るジャッキ3が取付けられている。そのジャッキ3には
シュー3b、3cを介して、ピストン3aが摺動自在に
取付けられている。
In FIG. 1, a tower 1 is provided at the center of a base 2, and jacks 3, which are movable parts, are attached to the four corners of the base 2. A piston 3a is slidably attached to the jack 3 via shoes 3b and 3c.

【0012】また、中央の下部には突起部1aが設けら
れ、図2をも参照して、ベース部2の周囲には多数の円
筒状の布型枠4が提灯のように畳まれた状態で取付けら
れている。 そして、ジャッキ3には空気回路5によ
り、図示しない空気供給源から圧縮空気を供給するよう
構成されている。
A projection 1a is provided at the lower portion at the center. Referring to FIG. 2, a large number of cylindrical cloth frames 4 are folded around the base 2 like lanterns. Installed in. An air circuit 5 supplies compressed air to the jack 3 from an air supply source (not shown).

【0013】以下、ケーソンの着底手順について図4〜
図6によって説明する。
Hereinafter, the caisson landing procedure will be described with reference to FIGS.
This will be described with reference to FIG.

【0014】まず上記のように構成されたケーソンを製
作し、ケーソンを進水させる。
First, a caisson constructed as described above is manufactured, and the caisson is launched.

【0015】それから現地に曳航して、ベース部2に注
水しながら徐々に降下させる。
Then, the ship is towed to the site and gradually descends while pouring water into the base portion 2.

【0016】上記の降下を継続して中央下部の突起部1
aを海底盤Gに着底させる(図4参照、符号Wは海面を
示す)。
By continuing the above-mentioned descent, the projection 1 at the lower center is
a is landed on the seabed G (see FIG. 4, the symbol W indicates the sea surface).

【0017】4角のジャッキ3のピストン3aの上部に
空気回路5によりそれぞれ圧縮空気を供給して、タワー
1が鉛直になるように着底させる(図5参照)。
Compressed air is supplied to the upper part of the piston 3a of the square jack 3 by the air circuit 5 so that the bottom of the tower 1 is vertical (see FIG. 5).

【0018】次いで、ベース部2の周囲に設けた布型枠
4内にコンクリートを注入して、列柱壁を形成させる
(図3および図6参照)。さらにその内側に充填物を充
填して基礎を完成する。
Next, concrete is poured into the cloth form 4 provided around the base portion 2 to form a column wall (see FIGS. 3 and 6). The inside is further filled with a filler to complete the foundation.

【0019】したがって、海底盤の均し作業を実施しな
くとも水中ケーソンを安定して着底させることができ
る。
Therefore, the underwater caisson can be stably landed without performing the work of leveling the seabed.

【0020】[0020]

【発明の効果】本発明は、以上説明したように構成され
ているので、困難な海底盤の均し作業を実施しないで水
中ケーソンの着底ができ、面倒で時間の掛かる均し作業
がないので工期が短縮でき、コストも削減できる。
Since the present invention is constructed as described above, the underwater caisson can be landed without performing a difficult subsea leveling operation, and there is no troublesome and time-consuming leveling operation. Therefore, the construction period can be shortened and the cost can be reduced.

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

【図1】本発明を実施するケーソンの一例を示す模式
図。
FIG. 1 is a schematic view showing an example of a caisson embodying the present invention.

【図2】図1の平面図。FIG. 2 is a plan view of FIG. 1;

【図3】図1のケーソンを傾斜した海底盤に着底させた
状態を示す図。
FIG. 3 is a diagram showing a state in which the caisson of FIG. 1 is landed on an inclined seabed.

【図4】ケーソンの着底作業手順(1)を示す図。FIG. 4 is a diagram showing a caisson landing operation procedure (1).

【図5】ケーソンの着底作業手順(2)を示す図。FIG. 5 is a view showing a caisson landing operation procedure (2).

【図6】ケーソンの着底作業手順(3)を示す図。FIG. 6 is a diagram showing a caisson landing operation procedure (3).

【符号の説明】[Explanation of symbols]

1…タワー 2…ベース部 3…ジャッキ 4…布型枠 5…空気回路 DESCRIPTION OF SYMBOLS 1 ... Tower 2 ... Base part 3 ... Jack 4 ... Cloth formwork 5 ... Air circuit

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 中央にタワーを設けケーソンベース下部
の中央部に突起部を有し、各角に上下方向に伸縮自在な
可動部を備え、ベース下部の周囲に多数の円筒状に形成
された布型枠を提灯のようにたたんで取付けた水中ケー
ソンを水中に沈下させ、中央の突起部を着底させて中央
タワーを鉛直状態に保ち、各角の可動部を伸長させて着
底ロックし、前記円筒状の布型枠にコンクリートを注入
して列柱でベース部を囲み、その列柱の内側を充填して
基礎を完成することを特徴とする水中ケーソンの着底方
法。
1. A tower is provided at the center, a projection is provided at a central portion of a lower portion of a caisson base, a movable portion which is vertically expandable and contractible at each corner is provided, and a plurality of cylindrical portions are formed around the lower portion of the base. The underwater caisson where the cloth formwork is folded like a lantern is submerged in water, the central projection is settled, the central tower is kept vertical, the movable parts at each corner are extended, and the bottom lock Then, concrete is poured into the cylindrical cloth formwork, the base portion is surrounded by a column, and the inside of the column is filled to complete a foundation, whereby a submerged caisson bottoming method is provided.
JP30515993A 1993-12-06 1993-12-06 Underwater caisson landing method Expired - Lifetime JP2661864B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30515993A JP2661864B2 (en) 1993-12-06 1993-12-06 Underwater caisson landing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30515993A JP2661864B2 (en) 1993-12-06 1993-12-06 Underwater caisson landing method

Publications (2)

Publication Number Publication Date
JPH07158082A JPH07158082A (en) 1995-06-20
JP2661864B2 true JP2661864B2 (en) 1997-10-08

Family

ID=17941783

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30515993A Expired - Lifetime JP2661864B2 (en) 1993-12-06 1993-12-06 Underwater caisson landing method

Country Status (1)

Country Link
JP (1) JP2661864B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2480718T3 (en) 2011-11-22 2014-07-28 Offshore Foundation Solutions Foundations and manufacturing method
CN103669383B (en) * 2013-12-13 2015-12-02 中交第一航务工程局有限公司 A kind of method of installation and leveling caisson on ground, seabed

Also Published As

Publication number Publication date
JPH07158082A (en) 1995-06-20

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