JP2001182072A - Caisson attitude control method and device therefor - Google Patents

Caisson attitude control method and device therefor

Info

Publication number
JP2001182072A
JP2001182072A JP37288899A JP37288899A JP2001182072A JP 2001182072 A JP2001182072 A JP 2001182072A JP 37288899 A JP37288899 A JP 37288899A JP 37288899 A JP37288899 A JP 37288899A JP 2001182072 A JP2001182072 A JP 2001182072A
Authority
JP
Japan
Prior art keywords
box
anchor
wire
guide
winch
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.)
Pending
Application number
JP37288899A
Other languages
Japanese (ja)
Inventor
Yuichi Yoshino
野 雄 一 芳
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 JP37288899A priority Critical patent/JP2001182072A/en
Publication of JP2001182072A publication Critical patent/JP2001182072A/en
Pending legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a caisson attitude control method and device for easily immersing an immersion caisson in a fixed position of a trench, with little inclination and sway of the buried case even in a place with a strong current. SOLUTION: A caisson 1 is provided with a plurality of anchor winches 5. An anchor wire 6 of each anchor winch is pulled out through a wire guide hole 15 of a wire guide elevating device 10, and the position of each wire guide hole 15 is vertically moved to control the attitude of the caisson 1 against a water current.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は多数個の函体、例え
ば沈埋函を連接して道路や鉄道のトンネルを施工するた
めの函体の姿勢制御方法で、特に水流が強い海峡または
河川に沈埋函を沈設する沈埋函の姿勢制御方法に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for controlling the attitude of a plurality of boxes, for example, a box for connecting a submerged box and constructing a road or a railway tunnel. The present invention relates to a method of controlling the attitude of a buried box in which a box is laid.

【0002】[0002]

【従来の技術】海峡または河川の道路や鉄道のトンネル
は、多数個の沈埋函を連接して施工されている。図5に
示すように、沈埋函1の沈設作業は、沈埋函1を母船2
に設けたクレーン3の吊下ワイヤ4で吊り下げて沈設現
場へ運び、沈埋函1の上面に設けられたアンカウィンチ
5から引き出されたアンカワイヤ6で係留し、クレーン
3の吊下ワイヤ4を緩めて沈設現場に掘られたトレンチ
7に沈設している。
2. Description of the Related Art A strait or river road or a railway tunnel is constructed by connecting a large number of submerged boxes. As shown in FIG. 5, the submerged box 1 was laid down by
Is suspended by the hanging wire 4 of the crane 3 provided at the site, transported to the submerging site, moored by the anchor wire 6 pulled out from the anchor winch 5 provided on the upper surface of the immersion box 1, and the hanging wire 4 of the crane 3 is loosened. It is sunk in a trench 7 dug at the sunk site.

【0003】このような沈埋函1の沈設作業は、水流の
弱いところでは容易に行われる。しかし、図6に示すよ
うに、水流が強い場所での沈設作業は、水流により沈埋
函1が傾斜して揺れ、回転しようとする。このように沈
埋函1が傾斜して揺れることにより、トレンチ7の定位
置に沈埋函1を沈設することが困難となる。そこで、水
流が強い場所での沈設は、沈設荷重を増やして沈埋函1
の回転を防止して行っていた。このように沈埋函1の沈
設荷重を増やすと、沈埋函1の製造コスト及び運搬コス
トが上昇し、トンネルの施工費が嵩むことになる。
[0003] The submerging operation of the submerged box 1 is easily performed in a place where the water flow is weak. However, as shown in FIG. 6, in the submerging work in a place where the water flow is strong, the submerged box 1 is inclined and shakes due to the water flow and is about to rotate. When the immersion box 1 is tilted and shakes in this way, it becomes difficult to lay the immersion box 1 at the fixed position of the trench 7. Therefore, submersion in a place where the water flow is strong increases the
Rotation was prevented. When the burial load of the buried box 1 is increased in this way, the manufacturing cost and the transportation cost of the buried box 1 are increased, and the construction cost of the tunnel is increased.

【0004】なお、水流を受ける側の上下端からアンカ
ワイヤ6を張り、凧のようにして沈埋函1を安定させる
ことが考えられるが、沈埋函1はトレンチ7の中に沈設
するので、下端のアンカワイヤ6が海底に当たって沈設
作業ができない。
It is conceivable that an anchor wire 6 is stretched from the upper and lower ends of the side receiving the water flow to stabilize the buried box 1 like a kite. However, since the buried box 1 is sunk in the trench 7, The anchor wire 6 hits the seabed and the laying operation cannot be performed.

【0005】[0005]

【発明が解決しようとする課題】本発明は、上述した様
な従来技術の問題点に鑑みて提案されたものであり、水
流が強い場所でも沈埋函が傾いて揺れることが少なく、
トレンチの定位置に沈埋函を容易に沈設することができ
る函体の姿勢制御方法およびその装置を提供することを
目的としている。
DISCLOSURE OF THE INVENTION The present invention has been proposed in view of the above-mentioned problems of the prior art.
It is an object of the present invention to provide a method and a device for controlling the attitude of a box, in which a buried box can be easily laid down at a fixed position of a trench.

【0006】[0006]

【課題を解決するための手段】本発明の函体の姿勢制御
方法は、浮力を有する函体において、函体には複数台の
アンカウィンチが設けられ、各アンカウィンチのアンカ
ワイヤはワイヤガイド移動装置のワイヤガイド孔を挿通
して引き出されており、各ワイヤガイド孔の位置を移動
させることにより函体の姿勢制御を行うことを特徴とし
ている。
According to a method of controlling the attitude of a box according to the present invention, in a box having buoyancy, a plurality of anchor winches are provided on the box, and an anchor wire of each anchor winch is a wire guide moving device. And the wire guide holes are drawn out, and the position of each wire guide hole is moved to control the posture of the box.

【0007】また、本発明の函体の姿勢制御装置は、浮
力を有する函体において、函体にはアンカウインチが設
けられ、ガイドフレームと、そのガイドフレームに対し
て相対的に移動するガイドローラ孔を有する移動部材と
で構成されたワイヤガイド移動装置が設けられているこ
とを特徴としている。
Further, according to the box attitude control apparatus of the present invention, in a box having buoyancy, the box is provided with an anchor inch, and a guide frame and a guide roller which moves relatively to the guide frame. A wire guide moving device including a moving member having a hole is provided.

【0008】本発明による母船に設けたクレーンの吊下
ワイヤで沈埋函を吊り下げ、クレーンの吊下ワイヤを緩
めながら沈埋函をトレンチへ沈設する沈埋函の沈設工法
においては、沈埋函に複数台のアンカウィンチが設けら
れ、各アンカウィンチのアンカワイヤはワイヤガイド昇
降装置のワイヤガイド孔を挿通して引き出され、水流の
上流側に引き出されたアンカワイヤが挿通しているワイ
ヤガイド孔を下降させ、水流の下流側に引き出されたア
ンカワイヤが挿通しているワイヤガイド孔を上昇させて
沈埋函を沈設する。したがって、水流が強い場所でも沈
埋函が傾いて揺れることが少なく、トレンチの定位置に
沈埋函を容易に沈設することができるようになる。
In the method of submerging a submerged box with a hanging wire of a crane provided on a mother ship according to the present invention and submerging the submerged box in a trench while loosening the suspended wire of the crane, a plurality of submerged boxes are installed in the submerged box. An anchor winch is provided, and the anchor wire of each anchor winch is drawn through the wire guide hole of the wire guide elevating device, and the wire guide hole through which the anchor wire drawn out to the upstream side of the water flow is inserted is lowered, and The wire guide hole through which the anchor wire pulled out to the downstream side of the wire is inserted is raised to sunk the sinking box. Therefore, even if the water flow is strong, the buried box is less likely to tilt and swing, and the buried box can be easily laid down at a fixed position of the trench.

【0009】そして、前記沈埋函の長手方向の両端部に
はウィンチ架台が取りつけられ、前記アンカウィンチは
ウィンチ架台の上面に設けられ、前記ワイヤガイド昇降
装置はウィンチ架台の両端部に設けられているのが好ま
しい。
A winch mount is attached to both ends of the submerged box in the longitudinal direction, the anchor winch is provided on the upper surface of the winch mount, and the wire guide lifting device is provided at both ends of the winch mount. Is preferred.

【0010】[0010]

【発明の実施の形態】以下、添付図面を参照にして、本
発明の実施の形態を説明する。図1に示すように、本発
明の函体の姿勢制御方法で使用される沈埋函1は縦長の
函型で、沈埋函1の上面には吊り下げ用のフック8が設
けられ、沈埋函1の長手方向の両端部にはウィンチ架台
9が取り付けられている。このウィンチ架台9の両端
は、沈埋函1の側面に面一又は僅かに突出している。そ
して、各ウィンチ架台9の上に2台のアンカウィンチ5
が設けられ、ウィンチ架台9の両端にワイヤガイド昇降
装置10が設けられ、アンカウィンチ5とワイヤガイド
昇降装置10との間にガイドローラ11が設けられてい
る。
Embodiments of the present invention will be described below with reference to the accompanying drawings. As shown in FIG. 1, a submerged box 1 used in the method of controlling the posture of a box according to the present invention is a vertically long box type, and a hook 8 for hanging is provided on an upper surface of the submerged box 1. Winch mounts 9 are attached to both ends in the longitudinal direction. Both ends of the winch stand 9 are flush with or slightly project from the side surface of the immersion box 1. Then, two anchor winches 5 are placed on each winch stand 9.
Are provided, and a wire guide elevating device 10 is provided at both ends of the winch base 9, and a guide roller 11 is provided between the anchor winch 5 and the wire guide elevating device 10.

【0011】図2に示すように、ワイヤガイド昇降装置
10は、ウィンチ架台9の端部に取り付けられたガイド
フレーム12と、ガイドフレーム12に設けられたジャ
ッキ13と、ジャッキ13に取り付けられた昇降部材1
4とで構成され、昇降部材14には円形のガイドローラ
孔15が設けられている。
As shown in FIG. 2, the wire guide elevating device 10 includes a guide frame 12 attached to an end of a winch base 9, a jack 13 provided on the guide frame 12, and an elevating device attached to the jack 13. Member 1
The lifting member 14 is provided with a circular guide roller hole 15.

【0012】アンカウィンチ5のアンカワイヤ6はガイ
ドローラ11及びガイドローラ孔15を挿通して引き出
され、沈埋函1を係留する。そして、ジャッキ13を駆
動して昇降部材14を昇降し、アンカワイヤ6の引出し
位置を変えるようになっている。
The anchor wire 6 of the anchor winch 5 is pulled out through the guide roller 11 and the guide roller hole 15 to anchor the immersion box 1. Then, the jack 13 is driven to move the elevating member 14 up and down, thereby changing the position where the anchor wire 6 is pulled out.

【0013】次に、本発明の函体の姿勢制御方法による
沈埋函の沈設工法を説明する。図3に示すように、母船
2に設けたクレーン3の吊下ワイヤ4をフック8に掛
け、沈埋函1を沈設現場に造成されているトレンチ7上
に運ぶ。そして、アンカウィンチ5のアンカワイヤ6を
ガイドローラ11及びワイヤガイド昇降装置10のガイ
ドローラ孔15を挿通して引き出し、沈埋函1をアンカ
ワイヤ6で係留する。沈埋函1をトレンチ7上に安定し
て係留した後に、クレーン3の吊下ワイヤ4を緩め、沈
埋函1をトレンチ7上へゆっくり降ろす。そして、ウィ
ンチ架台9を取り外し、図示しない既設の沈埋函へ接続
してトンネルを施工する。
Next, a method of submerging a submerged box by the method of controlling the posture of the box according to the present invention will be described. As shown in FIG. 3, the hanging wire 4 of the crane 3 provided on the mother ship 2 is hooked on the hook 8, and the buried box 1 is carried on the trench 7 formed at the digging site. Then, the anchor wire 6 of the anchor winch 5 is inserted through the guide roller 11 and the guide roller hole 15 of the wire guide elevating device 10 and pulled out, and the sunk box 1 is moored by the anchor wire 6. After the sinking box 1 is stably moored on the trench 7, the suspension wire 4 of the crane 3 is loosened, and the sinking box 1 is slowly lowered onto the trench 7. Then, the winch gantry 9 is removed and connected to an existing submerged box (not shown) to construct a tunnel.

【0014】図6に基づいて従来技術で説明したよう
に、沈設現場の水流が強い場合は、水流により沈埋函1
が傾斜し、揺れて回転しようとし、トレンチ7の定位置
へ沈埋函1を降ろすことが困難である。
As described in the prior art with reference to FIG. 6, when the water flow at the submersion site is strong, the water flow
Is inclined, swings and tries to rotate, and it is difficult to lower the immersion box 1 to the fixed position of the trench 7.

【0015】しかし、図4に示すように、本発明の函体
の姿勢制御方法は、水流が強い沈設現場では、上流側A
に設けられているワイヤガイド昇降装置10のジャッキ
13を駆動して昇降部材14を下降し、ガイドローラ孔
15を介してアンカワイヤ6の引出し位置を下げ、下流
側Bに設けられているワイヤガイド昇降装置10のジャ
ッキ13を駆動して昇降部材14を上昇し、ガイドロー
ラ孔15を介してアンカワイヤ6の引出し位置を上げ
る。
However, as shown in FIG. 4, the method for controlling the posture of the box according to the present invention does not provide
Is driven by the jack 13 of the wire guide lifting / lowering device 10 to lower the lifting / lowering member 14 to lower the pull-out position of the anchor wire 6 through the guide roller hole 15 so that the wire guide lifting / lowering provided on the downstream side B The jack 13 of the apparatus 10 is driven to raise the elevating member 14, and the position where the anchor wire 6 is pulled out through the guide roller hole 15 is raised.

【0016】このように上流側Aのアンカワイヤ6の引
出し位置を下げ、下流側Bのアンカワイヤ6の引出し位
置を上げることにより、水流による沈埋函1の偶力がバ
ランスして傾斜することがなくなり、トレンチ7上の定
位置へ沈埋函1を降ろすことができるようになる。
By lowering the pull-out position of the anchor wire 6 on the upstream side A and raising the pull-out position of the anchor wire 6 on the downstream side in this way, the couple of the buried box 1 due to the water flow is prevented from being balanced and inclined. The immersion box 1 can be lowered to a fixed position on the trench 7.

【0017】[0017]

【発明の効果】以上のように本発明の函体の姿勢制御方
法は、 (a) 水流が強い場所でも沈埋函が傾いて揺れること
が少なく、トレンチの定位置に沈埋函を容易に沈設する
ことができる。 (b) アンカウィンチ及びワイヤガイド昇降装置を設
けたウィンチ架台は取り外して再使用できるので、コス
トアップとなることはない。
As described above, the method for controlling the attitude of the box according to the present invention is as follows: (a) Even when the water flow is strong, the buried box is less inclined and shakes, and the buried box is easily settled at the fixed position of the trench. be able to. (B) Since the winch mount provided with the anchor winch and the wire guide elevating device can be removed and reused, there is no increase in cost.

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

【図1】本発明の函体の姿勢制御方法で沈埋函を沈設し
ている状態の斜視図。
FIG. 1 is a perspective view showing a state in which a buried box is laid down by a box attitude control method of the present invention.

【図2】ウィンチ架台に設けられているワイヤガイド昇
降装置の斜視図。
FIG. 2 is a perspective view of a wire guide lifting / lowering device provided on a winch mount.

【図3】本発明の函体の姿勢制御方法で沈埋函を沈設し
ている状態の正面図。
FIG. 3 is a front view of a state in which a buried box is laid down by the box posture control method of the present invention.

【図4】沈埋函と水流との関係を説明する正面図。FIG. 4 is a front view illustrating the relationship between the buried box and the water flow.

【図5】従来の沈埋函の沈設工法で沈埋函を沈設してい
る状態の斜視図。
FIG. 5 is a perspective view showing a state where the buried box is being laid by the conventional buried box burying method.

【図6】従来の沈埋函と水流との関係を説明する正面
図。
FIG. 6 is a front view illustrating a conventional relationship between a submerged box and a water flow.

【符号の説明】[Explanation of symbols]

1・・・沈埋函 2・・・母船 3・・・クレーン 4・・・吊下ワイヤ 5・・・アンカウィンチ 6・・・アンカワイヤ 7・・・トレンチ 8・・・フック 9・・・ウィンチ架台 10・・・ワイヤガイド昇降装置 11・・・ガイドローラ 12・・・ガイドフレーム 13・・・ジャッキ 14・・・昇降部材 15・・・ガイドローラ孔 DESCRIPTION OF SYMBOLS 1 ... Sinking box 2 ... Mother ship 3 ... Crane 4 ... Suspension wire 5 ... Anchor winch 6 ... Anchor wire 7 ... Trench 8 ... Hook 9 ... Winch mount DESCRIPTION OF SYMBOLS 10 ... Wire guide raising / lowering apparatus 11 ... Guide roller 12 ... Guide frame 13 ... Jack 14 ... Lifting member 15 ... Guide roller hole

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 浮力を有する函体において、函体には複
数台のアンカウィンチが設けられ、各アンカウィンチの
アンカワイヤはワイヤガイド移動装置のワイヤガイド孔
を挿通して引き出されており、各ワイヤガイド孔の位置
を移動させることにより函体の姿勢制御を行うことを特
徴とした函体の姿勢制御方法。
In a buoyant box, a plurality of anchor winches are provided on the box, and anchor wires of each anchor winch are pulled out through wire guide holes of a wire guide moving device. A method for controlling the attitude of a box, wherein the attitude of the box is controlled by moving the position of a guide hole.
【請求項2】 浮力を有する函体において、函体にはア
ンカウインチが設けられ、ガイドフレームと、そのガイ
ドフレームに対して相対的に移動するガイドローラ孔を
有する移動部材とで構成されたワイヤガイド移動装置が
設けられていることを特徴とする函体の姿勢制御装置。
2. A wire having buoyancy, wherein the box is provided with an anchor inch, and a wire includes a guide frame and a moving member having a guide roller hole which moves relatively to the guide frame. An attitude control device for a box, comprising a guide moving device.
JP37288899A 1999-12-28 1999-12-28 Caisson attitude control method and device therefor Pending JP2001182072A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP37288899A JP2001182072A (en) 1999-12-28 1999-12-28 Caisson attitude control method and device therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP37288899A JP2001182072A (en) 1999-12-28 1999-12-28 Caisson attitude control method and device therefor

Publications (1)

Publication Number Publication Date
JP2001182072A true JP2001182072A (en) 2001-07-03

Family

ID=18501210

Family Applications (1)

Application Number Title Priority Date Filing Date
JP37288899A Pending JP2001182072A (en) 1999-12-28 1999-12-28 Caisson attitude control method and device therefor

Country Status (1)

Country Link
JP (1) JP2001182072A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102108710A (en) * 2010-12-30 2011-06-29 中铁大桥局集团第二工程有限公司 Method for stopping horizontal oscillation in large-scale steel open caisson construction
CN106759407A (en) * 2017-03-01 2017-05-31 中国五冶集团有限公司 A kind of method of cofferdam transportation by driving positioning
WO2022108016A1 (en) * 2020-11-18 2022-05-27 (주)대우건설 Underwater tunnel construction method using tunnel modules, and underwater tunnel constructed thereby
KR20230005575A (en) * 2021-07-01 2023-01-10 (주)대우건설 Constructing Method of Underwater Tunnel with Tethering Tunnel Modules Using Guide Cable, and Underwater Tunnel Constructed by such Method
KR20230005574A (en) * 2021-07-01 2023-01-10 (주)대우건설 Constructing Method of Underwater Tunnel with Tethering Tunnel Modules Using Multi-Taut Wire Sensor Apparatus, and Underwater Tunnel Constructed by such Method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102108710A (en) * 2010-12-30 2011-06-29 中铁大桥局集团第二工程有限公司 Method for stopping horizontal oscillation in large-scale steel open caisson construction
CN102108710B (en) * 2010-12-30 2012-07-04 中铁大桥局集团第二工程有限公司 Method for stopping horizontal oscillation in large-scale steel open caisson construction
CN106759407A (en) * 2017-03-01 2017-05-31 中国五冶集团有限公司 A kind of method of cofferdam transportation by driving positioning
WO2022108016A1 (en) * 2020-11-18 2022-05-27 (주)대우건설 Underwater tunnel construction method using tunnel modules, and underwater tunnel constructed thereby
KR20230005575A (en) * 2021-07-01 2023-01-10 (주)대우건설 Constructing Method of Underwater Tunnel with Tethering Tunnel Modules Using Guide Cable, and Underwater Tunnel Constructed by such Method
KR20230005574A (en) * 2021-07-01 2023-01-10 (주)대우건설 Constructing Method of Underwater Tunnel with Tethering Tunnel Modules Using Multi-Taut Wire Sensor Apparatus, and Underwater Tunnel Constructed by such Method
KR102510131B1 (en) 2021-07-01 2023-03-24 (주)대우건설 Constructing Method of Underwater Tunnel with Tethering Tunnel Modules Using Multi-Taut Wire Sensor Apparatus, and Underwater Tunnel Constructed by such Method
KR102510132B1 (en) 2021-07-01 2023-03-24 (주)대우건설 Constructing Method of Underwater Tunnel with Tethering Tunnel Modules Using Guide Cable, and Underwater Tunnel Constructed by such Method

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