JP2827536B2 - Sinking method for submerged boxes - Google Patents

Sinking method for submerged boxes

Info

Publication number
JP2827536B2
JP2827536B2 JP3033001A JP3300191A JP2827536B2 JP 2827536 B2 JP2827536 B2 JP 2827536B2 JP 3033001 A JP3033001 A JP 3033001A JP 3300191 A JP3300191 A JP 3300191A JP 2827536 B2 JP2827536 B2 JP 2827536B2
Authority
JP
Japan
Prior art keywords
box
trench
submerged
boxes
submerging
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 - Fee Related
Application number
JP3033001A
Other languages
Japanese (ja)
Other versions
JPH04272395A (en
Inventor
義麿 長岡
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 JP3033001A priority Critical patent/JP2827536B2/en
Publication of JPH04272395A publication Critical patent/JPH04272395A/en
Application granted granted Critical
Publication of JP2827536B2 publication Critical patent/JP2827536B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は海底トンネル等の水中
構造物を構築するため、ケーソン等の沈埋函体を水底に
沈設する工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of submerging a submerged box, such as a caisson, on the water floor to construct an underwater structure such as a submarine tunnel.

【0002】[0002]

【発明が解決しようとする課題】従来、沈埋函体を水中
に沈設するには、沈設用台船(ブレーシングバージ)、
ポンツーン、クレーン船等の作業船舶を使用し行なって
きた。これらの作業船は固定用のアンカーをとるため、
広範囲の水面を占有し、一般船舶の航路の制限や変更を
必要とすることが多く、また、工事の進捗に伴って航路
を何度も変更する必要が生ずることもある。
Conventionally, in order to submerge a submerged box in water, a submersible barge (bracing barge),
It has been carried out using working vessels such as pontoons and crane ships. Because these workboats take anchors for fixing,
It occupies a wide area of the water surface, and often requires restriction or change of the route of general ships. In addition, the route may need to be changed many times as the construction progresses.

【0003】沈設用の作業船舶は新しく建造したり、賃
借したりするので、コスト負担が少なくない。また、沈
設の際の位置決めは沈埋函体の上部に測量塔を設置し行
なう必要があった。
[0003] Since a submersible work vessel is newly constructed or rented, the cost burden is not small. In addition, it was necessary to set up a survey tower above the submerged box for positioning during submersion.

【0004】すなわち、従来の沈設工法では、工事水域
の航路制限や変更を伴ない、工事関係者外の人に迷惑
をかけ、変更手続きが繁雑(特に国際航路、定期船航
路など)であり、航路標識などの設備、警戒船などの
費用を必要とするなどの問題点があつた。
[0004] That is, the conventional submerging method involves restriction and change of the route of the construction water area, inconveniences people outside of the work, and the change procedure is complicated (especially international routes, liner routes, etc.). There were problems such as the need for equipment such as navigation signs and the cost of patrol boats.

【0005】この発明は上記の事情に鑑みなされたもの
である。その目的は沈設用の作業船を必要とせず、作業
船の建造あるいは賃借の費用が不要であり、広範囲の水
面を占有せず、航路制限や変更の要がなく、かつ沈設時
の函体の安定性の向上、施工コストの低減を図り得る沈
埋函体の沈設工法を提案するにある。
The present invention has been made in view of the above circumstances. Its purpose is to not require a workboat for submergence, no need to build or rent a workboat, occupy a wide area of water, no need to restrict routes or change, and An object of the present invention is to propose a method of submerging a submerged box that can improve stability and reduce construction costs.

【0006】[0006]

【課題を解決するための手段】この沈埋函体の沈設工法
は、沈埋函体を接合、連結して沈設する函体沈設用のト
レンチ路を水底に掘削、造成し、トレンチ路上方に立上
った沈設架台を設け、沈埋函体を沈設架台に引込み、ト
レンチ路上に降下させ、トレンチ路上を牽引して立坑、
あるいは既設の函体に引寄せ接合することを特徴とす
る。
According to this method of burying a buried box, a trench path for laying a box to be buried by joining and connecting the buried boxes is excavated and formed on the bottom of the water, and rises above the trench path. A sinking platform was set up, the buried body was pulled into the sinking platform, lowered on the trench road, pulled on the trench road,
Alternatively, it is characterized by being drawn to and joined to an existing box.

【0007】[0007]

【作用】この沈設工法では沈埋函体を接合し連結して沈
設すべき水底位置に設けた函体沈設用のトレンチ路上
に、函体を固定式の沈設架台から吊下し、ワイヤーなど
で牽引してトレンチ路上をローラー、車輪などを使用し
移動させて既設の函体に引寄せ、水圧圧接等により接合
し沈設する。
[Function] In this submersion method, the submerged boxes are joined and connected to each other, and the boxes are suspended from a fixed type submersible stand on a trench path for submerging the submersible at the bottom of the water to be submerged. Then, it is moved by using rollers, wheels, etc. on the trench road, drawn to the existing box, joined by hydraulic pressure welding, etc., and settled.

【0008】従って、沈設用作業船舶が不要となる。
既設の函体等を反力点として函体をワイヤー等で牽引
するため、位置決めがしやすく、測量塔が不要となる。
沈設のための設備、および作業の簡略化を図ることが
できる。
Accordingly, a submersible work vessel is not required.
Since the existing box or the like is used as a reaction point and the box is pulled with a wire or the like, positioning is easy and a survey tower is not required.
Equipment for submersion and simplification of work can be achieved.

【0009】[0009]

【実施例】以下この沈設工法の実施例を図面をあげ、施
工の順序に従い説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of this submerging method will be described below in accordance with the order of construction with reference to the drawings.

【0010】図1、図2は、立坑1を建込んである護岸
2、2間の海底、すなわち、複数の沈埋函体を接合、連
結して沈設する海底を掘削し、基礎3をつくり、トレン
チ路4を造成し、一方の護岸2の立坑1の前方にトレン
チ路4上方の海面上に立上った沈設架台5を構築した
後、沈設架台5反対側の立坑1に連結して函体6−1、
6−2を沈設した状態である。
FIG. 1 and FIG. 2 show that the seabed between the revetments 2 and 2 in which the shaft 1 is built, that is, the seabed to be laid by connecting and connecting a plurality of submerged boxes, to form a foundation 3, A trench path 4 is formed, and a sinking platform 5 standing on the sea surface above the trench path 4 is constructed in front of the shaft 1 on one of the revetments 2, and then connected to the shaft 1 on the opposite side of the sinking platform 5. Body 6-1;
6-2 is in a sunk state.

【0011】既設の函体6−1、6−2に接合、連結し
て函体を沈設するには図1、図2に示すごとく、函体6
−3を曳航して沈設用ガーダーを備えた沈設架台5に引
込み、トレンチ路4上に吊りおろし、函体の両側部に牽
引用の2条のワイヤー7、7を取付け、既設の函体6−
2に取付けた滑車8を通してワイヤー7を張り、その先
端を立坑1近傍に設置したウインチ9で巻きとり、既設
の函体6−2を反力点として函体6−3を函体6−2側
に引寄せる。
As shown in FIG. 1 and FIG. 2, the box 6 is joined and connected to the existing boxes 6-1 and 6-2 to sunk the box.
-3 is towed into the sinking gantry 5 equipped with a sinking girder, hung down on the trench path 4, and two wires 7, 7 for towing are attached to both sides of the box. −
A wire 7 is stretched through a pulley 8 attached to the shaft 2 and its tip is taken up by a winch 9 installed near the shaft 1, and the existing box 6-2 is used as a reaction force point to convert the box 6-3 to the box 6-2 side. To attract.

【0012】図3、図4、図5に示すごとく、基礎3天
端には2条のローラー10の列が敷設してあり、函体6
−3はこのローラー10にのり移動する。移動方向の制
御は函体両側部に取付けた2本のワイヤーで行なう。移
動の距離はワイヤーの長さおよび従来と同様の水中位置
探査センサーで確認する。
As shown in FIGS. 3, 4 and 5, two rows of rollers 10 are laid on the top end of the foundation 3 and
-3 moves on the roller 10. The direction of movement is controlled by two wires attached to both sides of the box. The distance of movement is confirmed by the wire length and the same underwater position detection sensor as before.

【0013】図6は既設の函体6−2に新設の函体6−
3を近接する位置に引寄せ、接触する直前の状況であ
る。ここでワイヤーの巻取りを中止し、位置センサー、
潜水夫により位置を確認し、函体6−2側から引寄せジ
ャッキ11を押出す。図7において、ジャッキ11の先
端を函体6−3の仮受ブラケット12に連結し、函体6
−2の端面に設けたレベルジャッキ13で函体6−3を
持上げ、函体6−2のレベルに揃える。その後、引寄せ
ジャッキ11で函体6−3を引寄せ、ゴムガスケット1
4を圧接させ、2つの函体のパルクヘッド15、15間
の水を排出し、2つの函体6−2、6−3の水圧圧接を
行う。
FIG. 6 shows a case where a new box 6- is added to the existing box 6-2.
3 is a situation immediately before the slider 3 is brought close to and brought into contact. Stop winding the wire here, position sensor,
The position is confirmed by the diver, and the pulling jack 11 is pushed out from the box 6-2 side. In FIG. 7, the tip of the jack 11 is connected to the temporary receiving bracket 12 of the box 6-3.
The box 6-3 is lifted by the level jack 13 provided on the end surface of the box 2 so that the level is adjusted to the level of the box 6-2. Then, the box 6-3 is pulled by the pulling jack 11, and the rubber gasket 1
4 and pressurize the two boxes 6-2 and 6-3.

【0014】その後、ワイヤー、ローラーを撤去し、従
来工法と同様の方法で函体方向、高さ調整をした後、基
礎モルタルを打設し、側部、頂部を埋戻し函体6−3を
沈設する。この工程を新設の函体に繰返し、複数の沈埋
函体の沈設が行なわれる。
After removing the wires and rollers, adjusting the direction and height of the box in the same manner as in the conventional method, placing the base mortar and filling the side and top with the back-filled box 6-3. Sink. This process is repeated for a new box, and a plurality of buried boxes are laid down.

【0015】[0015]

【発明の効果】この発明は以上の通りであり、次の効果
を奏する。
As described above, the present invention has the following effects.

【0016】 沈設用作業船舶を使用しないため、沈
設時の航路制限や変更が不要となる。
Since a submersible work vessel is not used, there is no need to limit or change the route at the time of submersion.

【0017】 沈設用作業船舶が不要であるため工費
が低減できる。
Since a submersible work vessel is not required, the construction cost can be reduced.

【0018】 既設の函体に新設の函体を牽引して引
寄せるために、正確に接合連結でき、測量塔も不要で経
済的である。
In order to pull and pull the new box to the existing box, it is possible to connect it accurately, and it is economical because a survey tower is not required.

【0019】 沈設作業は全て沈設用トレンチ路内で
できるため、航行船舶の障害とならない。
Since all the submersion work can be performed in the submerged trench road, it does not hinder the navigating ship.

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

【図1】 実施例の沈設工法において、函体をトレンチ
路上に降下させた状態の平面図である。
FIG. 1 is a plan view showing a state in which a box is lowered on a trench road in a submerging method according to an embodiment.

【図2】 実施例の沈設工法において、函体をトレンチ
路上に降下させた状態の縦断面図である。
FIG. 2 is a longitudinal sectional view showing a state in which a box body is lowered onto a trench road in the laying method of the embodiment.

【図3】 実施例の沈設工法において、函体をトレンチ
路上を牽引している状態の縦断面図である。
FIG. 3 is a longitudinal sectional view showing a state in which a box is being pulled on a trench road in the laying method of the embodiment.

【図4】 図3のA−A断面図である。FIG. 4 is a sectional view taken along line AA of FIG. 3;

【図5】 図4のローラー部の拡大断面図である。FIG. 5 is an enlarged cross-sectional view of a roller unit of FIG.

【図6】 実施例の沈設工法において、既設の函体と新
設の函体が接触する直前の状態の二つの函体端部の縦断
面図である。
FIG. 6 is a longitudinal sectional view of two box ends in a state immediately before the existing box and the new box come into contact with each other in the submerging method according to the embodiment.

【図7】 実施例の沈設工法において、既設の函体と新
設の函体とを引寄せジャッキで連結し、レベルジャッキ
でレベルを揃えた状態の二つの函体端部の縦断面図であ
るる
FIG. 7 is a longitudinal sectional view of two box ends in a state where the existing box and the new box are connected by a pulling jack and the levels are aligned by a level jack in the submersion method of the embodiment. To

【符号の説明】[Explanation of symbols]

1…立坑、2…護岸、3…基礎、4…トレンチ路、5…
沈設架台、6…沈埋函体、7…ワイヤー、8…滑車、9
…ウインチ、10…ローラー、11…引寄せジャッキ、
12…仮受ブラケット、13…レベルジャッキ、14…
コムガスケット、15…バルクヘッド。
1 ... shaft, 2 ... revetment, 3 ... foundation, 4 ... trench road, 5 ...
Sinking stand, 6: buried box, 7: wire, 8: pulley, 9
... winch, 10 ... roller, 11 ... pulling jack,
12 ... temporary receiving bracket, 13 ... level jack, 14 ...
Com gasket, 15 ... bulk head.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 沈埋函体を接合、連結して沈設する函体
沈設用のトレンチ路を水底に掘削、造成し、トレンチ路
上方に立上った沈設架台を設け、沈埋函体を沈設架台に
引込み、トレンチ路上に降下させ、トレンチ路上を牽引
して立坑、あるいは既設の函体に引寄せ接合することを
特徴とする沈埋函体の沈設工法。
1. A trench path for laying down a box to be laid and joined by connecting and connecting the buried boxes to the bottom of the water, excavating and forming the same, and providing a sinking stand rising above the trench path. A method of submerging a submerged box, characterized in that it is drawn into a trench, lowered on a trench road, pulled on the trench road, and drawn to and joined to a shaft or an existing box.
JP3033001A 1991-02-27 1991-02-27 Sinking method for submerged boxes Expired - Fee Related JP2827536B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3033001A JP2827536B2 (en) 1991-02-27 1991-02-27 Sinking method for submerged boxes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3033001A JP2827536B2 (en) 1991-02-27 1991-02-27 Sinking method for submerged boxes

Publications (2)

Publication Number Publication Date
JPH04272395A JPH04272395A (en) 1992-09-29
JP2827536B2 true JP2827536B2 (en) 1998-11-25

Family

ID=12374611

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3033001A Expired - Fee Related JP2827536B2 (en) 1991-02-27 1991-02-27 Sinking method for submerged boxes

Country Status (1)

Country Link
JP (1) JP2827536B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110331989B (en) * 2019-07-12 2020-11-24 北京中矿创新联盟能源环境科学研究院 Deep well construction exploitation layout method
CN115434368A (en) * 2022-05-13 2022-12-06 华侨大学 Offshore-crossing immersed tube construction process

Also Published As

Publication number Publication date
JPH04272395A (en) 1992-09-29

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