JP2779682B2 - Propulsion device - Google Patents

Propulsion device

Info

Publication number
JP2779682B2
JP2779682B2 JP2052855A JP5285590A JP2779682B2 JP 2779682 B2 JP2779682 B2 JP 2779682B2 JP 2052855 A JP2052855 A JP 2052855A JP 5285590 A JP5285590 A JP 5285590A JP 2779682 B2 JP2779682 B2 JP 2779682B2
Authority
JP
Japan
Prior art keywords
water
chamber
propulsion device
tunnel
ring piece
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
JP2052855A
Other languages
Japanese (ja)
Other versions
JPH03257296A (en
Inventor
憲治 和田
正光 内藤
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP2052855A priority Critical patent/JP2779682B2/en
Publication of JPH03257296A publication Critical patent/JPH03257296A/en
Application granted granted Critical
Publication of JP2779682B2 publication Critical patent/JP2779682B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は施工性に優れた推進装置に関する。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a propulsion device excellent in workability.

〈従来の技術〉 水底トンネルの施工方法としては、陸上で製作したト
ンネルの一部(トンネルエレメント)をトンネルのトレ
ンチに沈めながら順次トンネルを延長していく沈埋工法
などが知られている。
<Conventional Technology> As a method of constructing an underwater tunnel, there is known a submerged construction method in which a part of a land-based tunnel (tunnel element) is successively extended while submerging the tunnel in the trench of the tunnel.

〈本発明が解決しようとする問題点〉 沈埋工法にあっては海上作業が多いうえに、大型のド
ックヤードや大型沈埋作業船を必要とする。
<Problems to be solved by the present invention> In the submerging method, there are many offshore operations, and a large dockyard and a large submerged workboat are required.

そのため、施工期間の長期化や施工コストの高騰化が
指摘されており、その改善案の提案が望まれている。
Therefore, it has been pointed out that the construction period is prolonged and the construction cost is rising, and a proposal for an improvement plan is desired.

〈本発明の目的〉 本発明は以上の問題点を解決するために成されたもの
で、その目的とするところは施工性に優れた推進装置を
提供することにある。
<Object of the present invention> The present invention has been made to solve the above problems, and an object of the present invention is to provide a propulsion device having excellent workability.

〈問題点を解決するための手段〉 即ち本発明は一方を閉塞した筒状の止水チェンバと、
既設トンネルから反力を得て止水チェンバに推進力を与
える複数のシールドジャッキと、止水チェンバの前部下
面に設けたレベル調整スキーとを備えた、推進装置であ
る。
<Means for Solving the Problems> That is, the present invention relates to a tubular watertight chamber having one closed end,
A propulsion device comprising: a plurality of shield jacks that obtain a reaction force from an existing tunnel to apply a propulsive force to a water stop chamber; and a level adjusting ski provided on a front lower surface of the water stop chamber.

さらに本発明は一方を閉塞した筒状の止水チェンバ
と、既設トンネルから反力を得て止水チェンバに推進力
を与える複数のシールドジャッキと、止水チェンバの前
部下面に設けたレベル調整スキーとを備え、止水チェン
バの一部にトンネルの構成材であるリングピースの挿通
可能な寸法の開口部を有し、上端が水上に突出する長さ
のリングピース搬入用の筒体を前記開口部の外側に取り
付けて構成する、推進装置である。
Further, the present invention provides a tubular water-stop chamber having one closed end, a plurality of shield jacks that obtain a reaction force from an existing tunnel to apply a propulsive force to the water-stop chamber, and a level adjustment provided on a front lower surface of the water-stop chamber. A ski and a water stopping chamber, a part of the water stopping chamber, an opening having a size that allows insertion of a ring piece that is a constituent material of the tunnel, and an upper end protruding above the water. This is a propulsion device configured to be attached to the outside of the opening.

〈本発明の説明〉 以下、図面を参照しながら本発明について説明する。<Description of the Present Invention> Hereinafter, the present invention will be described with reference to the drawings.

〈イ〉推進装置 第1図に本発明に係る推進装置を示す。<A> Propulsion device FIG. 1 shows a propulsion device according to the present invention.

この推進装置は、一方を閉塞した筒状の止水チェンバ
1と、既設トンネル2から反力を得て止水チェンバ1に
推進力を与える複数のシールドジャッキ3と、止水チェ
ンバ1の前部下面に設けたレベル調整スキー4を備えて
いる。
This propulsion device includes a tubular water-stop chamber 1 having one closed end, a plurality of shield jacks 3 that obtain a reaction force from an existing tunnel 2 to apply a propulsion force to the water-stop chamber 1, and a front part of the water-stop chamber 1. A level adjusting ski 4 provided on the lower surface is provided.

本発明に係る推進装置は止水チェンバ1の一部、すな
わち外殻の上半部に開口部5を有すると共に、この開口
部5の外側に搬入筒6を装備している。
The propulsion device according to the present invention has an opening 5 in a part of the water stop chamber 1, that is, the upper half of the outer shell, and is provided with a carry-in cylinder 6 outside the opening 5.

開口部5および搬入筒6はトンネル構成材であるリン
グピース7を搬入可能な寸法に設定してある。
The opening 5 and the carry-in cylinder 6 are set to have dimensions that allow the ring piece 7 as a tunnel constituent material to be carried in.

また、一般のシールド掘進機はセグメントを保持して
組み立てるためのエレクタ装置と呼ばれる組立装置や掘
削手段を具備しているが、本発明に係るシールド掘進は
この種の組立装置や掘削手段を具備しない。
Also, a general shield excavator is provided with an assembling device or excavating means called an erector device for holding and assembling segments, but the shield excavating device according to the present invention does not include this type of assembling device or excavating means. .

尚、第1図中8は切羽からの土圧や水圧に対抗するた
めのストッパで、止水チェンバ1内に出入り自在または
着脱自在に配備されている。
In FIG. 1, reference numeral 8 denotes a stopper for opposing earth pressure or water pressure from the face, and is provided so as to be able to enter and exit the water stop chamber 1 or to be detachable.

9は止水チェンバ1のテール部に設けたシール材、10
は水底に開設したトレンチ、11はトレンチ10の底面に敷
き詰めた基礎石、12は既設トンネル2と基礎石11との間
に充填したモルタルなどの注入材、13は既設トンネル2
に被せた覆土、14は作業船である。
9 is a sealing material provided at the tail of the water stopping chamber 1;
Is a trench opened at the bottom of the water, 11 is a foundation stone laid on the bottom of the trench 10, 12 is an injection material such as mortar filled between the existing tunnel 2 and the foundation stone 11, and 13 is an existing tunnel 2
And 14 is a work boat.

〈ロ〉搬入筒 搬入筒6は止水チェンバ1内への浸水防止を図りなが
ら、リングピース7を止水チェンバ1内に導入するため
の筒体であり、その全長は少なくとも上部開口が水面よ
り上に突出する長さとする。
<B> Carry-in cylinder The carry-in cylinder 6 is a cylindrical body for introducing the ring piece 7 into the water-stop chamber 1 while preventing water from entering the water-stop chamber 1, and has a total length at least whose upper opening is higher than the water surface. The length protrudes upward.

また、搬入筒6に伸縮機能を付与して、水深変化に対
応できるように構成してもよい。
Further, the carry-in cylinder 6 may be provided with a telescopic function so as to be able to cope with a change in water depth.

〈ハ〉レベル調整スキー レベル調整スキー4は止水チェンバ1のレベル調整を
目的とする部材で、基礎石11の上面を滑走する板状スキ
ーまたはタイヤなどて構成する。
<C> Level Adjustment Ski The level adjustment ski 4 is a member for adjusting the level of the water stopping chamber 1 and is constituted by a plate-like ski or a tire sliding on the upper surface of the foundation stone 11.

レベル調整スキー4に伸縮機能を付与したり、レベル
調整スキー4を止水チェンバ1の前後に設けもよい。
The level adjusting ski 4 may be provided with a telescopic function, or the level adjusting ski 4 may be provided before and after the water stop chamber 1.

〈ニ〉リングピース 従来のセグメントは円弧状であるが、本発明で使用す
るリングピース7は、トンネルを一定幅で輪切りした例
えばリング形或は矩形のものを使用する。
<D> Ring Piece The conventional segment has an arc shape, but the ring piece 7 used in the present invention is, for example, a ring-shaped or rectangular one in which a tunnel is cut into a certain width.

〈作用〉 つぎに水底トンネルの施工方法について説明する。<Operation> Next, the construction method of the underwater tunnel will be described.

〈イ〉浚渫(第1図) 水底に公知の掘削船を用いて、トンネル形状に応じて
トレンチ10を開削し、必要に応じて基礎石11を所定のレ
ベルに均しておく。
<A> Dredging (FIG. 1) Using a well-known excavator on the water floor, the trench 10 is cut in accordance with the shape of the tunnel, and the foundation stone 11 is leveled to a predetermined level if necessary.

〈ロ〉リングピースの吊り込み(第1図) 陸上で或は水上の船上でリングピース7を製作し、こ
れを搬入筒6内を経て止水チェンバ1内へ吊り込む。
<B> Hanging of Ring Pieces (FIG. 1) A ring piece 7 is manufactured on land or on a boat on water, and the ring piece 7 is hung into the water-stop chamber 1 through the carry-in tube 6.

搬入筒6は水上へ突出しているから、推進装置内へ浸
水する心配がない。
Since the carry-in cylinder 6 protrudes above the water, there is no need to worry about inundation into the propulsion device.

第2図に示すように止水チェンバ1内にリングピース
7を込んだ後、吊りワイヤを外す。
After inserting the ring piece 7 into the water stop chamber 1 as shown in FIG. 2, the suspension wire is removed.

〈ハ〉リングピースの接続 第1図に示すストッパ8を取り外すか或は後退させ
る。
<C> Connection of ring piece The stopper 8 shown in FIG. 1 is removed or retracted.

つぎに第2図に示すようにシールドジャッキ3を伸長
してリングピース7を既設トンネル2の先端部へ押し付
け、リングピース7と既設トンネル2間をPCボルト或は
PCケーブルなどで締め付けて連結する。
Next, as shown in FIG. 2, the shield jack 3 is extended and the ring piece 7 is pressed against the tip of the existing tunnel 2, and a space between the ring piece 7 and the existing tunnel 2 is formed by a PC bolt or the like.
Tighten and connect with a PC cable.

〈ニ〉推進(第3図) リングピース7の接続が完了したらシールドジャッキ
3をさらに伸長し、既設トンネル2から反力を得なが
ら、止水チェンバ1を1ピースまたは数ピース分だけ推
進する。
<D> Propulsion (FIG. 3) When the connection of the ring pieces 7 is completed, the shield jack 3 is further extended, and while obtaining the reaction force from the existing tunnel 2, the water stop chamber 1 is propelled by one or several pieces.

この際、レベル調整スキー4が基礎石11上を滑走しな
がら止水チェンバ1の姿勢を保つ。
At this time, the level adjustment ski 4 keeps the posture of the water stop chamber 1 while sliding on the foundation stone 11.

推進装置通過後の基礎石11と既設トンネル2の間にモ
ルタルなどの注入材12を充填する。
An injection material 12 such as mortar is filled between the foundation stone 11 and the existing tunnel 2 after passing through the propulsion device.

〈ホ〉覆土 トレンチ10内に露出している既設トンネル2の上部を
覆土13で被覆する。
<E> Covering soil The upper part of the existing tunnel 2 exposed in the trench 10 is covered with the covering soil 13.

既述の工程を繰り返しながら所定の長さまでトンネル
を施工する。
The tunnel is constructed to a predetermined length while repeating the above-described steps.

〈その他の実施例1〉 前記実施例はリングピース7を既設トンネル2の先端
部に接続していく場合について説明したが、止水チェン
バ1内で場所打ちしてもよい。
<Other Embodiment 1> In the above embodiment, the case where the ring piece 7 is connected to the tip of the existing tunnel 2 has been described.

本実施例の場合、第4図に示すように推進装置の搬入
筒6は不要となる。
In the case of this embodiment, as shown in FIG. 4, the carry-in cylinder 6 of the propulsion device becomes unnecessary.

〈その他の実施例2〉 また、第1図の止水チェンバ1の一部の周面にリング
ピース搬入用の開口を設け、この開口に搬入筒6に代わ
る開閉自在のバルブ装置を設けてもよい。
<Other Embodiment 2> Further, an opening for introducing a ring piece may be provided on a part of the peripheral surface of the water-stop chamber 1 in FIG. 1, and a valve device which can be opened and closed in place of the carrying cylinder 6 may be provided in this opening. Good.

本実施例の場合、既設トンネル先端部またはリングピ
ースの先端部に移動可能なバルクヘッドを配備しておく
必要がある。
In the case of this embodiment, it is necessary to provide a movable bulkhead at the tip of the existing tunnel or the tip of the ring piece.

〈本発明の効果〉 本発明は以上説明したようになるから次の効果が得ら
れる。
<Effects of the Present Invention> The present invention has the following effects.

〈イ〉 推進装置の製作コストを著しく低減できる。<A> The manufacturing cost of the propulsion device can be significantly reduced.

〈ロ〉 レベル調整スキーにより、推進装置の姿勢の制
御が容易である。
<B> The level adjustment ski makes it easy to control the attitude of the propulsion device.

〈ハ〉 開削作業とトンネルの構築作業を並行して行え
るので施工法に優れ、工期の大幅な短縮が図れる。
<C> Since excavation work and tunnel construction work can be performed in parallel, the construction method is excellent and the construction period can be significantly reduced.

〈ニ〉 シールド工法やケーソン工法のように圧気作業
を必要としないので、作業が安全であり、施工深度がか
なり深くなっても施工が可能である。
<D> Unlike the shield method and caisson method, pneumatic work is not required, so the work is safe, and construction is possible even when the construction depth is considerably deep.

〈ホ〉 推進装置内にリングピースを吊り込んでトンネ
ルを構築する場合は、プレハブ工法の特徴である現場作
業時間の短い利点により、海域占用時間が短くて済む。
<E> When the tunnel is constructed by suspending the ring pieces in the propulsion device, the occupation time in the sea area can be reduced due to the advantage of the short on-site work time, which is a feature of the prefabricated construction method.

〈ヘ〉 異径の推進装置を用いることで、トンネル断面
径の変化に対応できる。
<F> By using a propulsion device of a different diameter, it is possible to cope with a change in the tunnel cross-sectional diameter.

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

第1図:推進装置の断面図 第2図:リングピースの組付時における推進装置の断面
図 第3図:推進時における推進装置の断面図 第4図:他の推進装置を示す断面図
Fig. 1: Cross-sectional view of the propulsion device Fig. 2: Cross-sectional view of the propulsion device when the ring piece is assembled Fig. 3: Cross-sectional view of the propulsion device during propulsion Fig. 4: Cross-sectional view showing another propulsion device

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】一方を閉塞した筒状の止水チェンバと、 既設トンネルから反力を得て止水チェンバに推進力を与
える複数のシールドジャッキと、 止水チェンバの前部下面に設けたレベル調整スキーとを
備えた、 推進装置。
1. A cylindrical water-stop chamber having one closed end, a plurality of shield jacks for obtaining a reaction force from an existing tunnel to apply a propulsive force to the water-stop chamber, and a level provided on a front lower surface of the water-stop chamber. Propulsion device with adjustable skis.
【請求項2】一方を閉塞した筒状の止水チェンバと、 既設トンネルから反力を得て止水チェンバに推進力を与
える複数のシールドジャッキと、 止水チェンバの前部下面に設けたレベル調整スキーとを
備え、 止水チェンバの一部にトンネルの構成材であるリングピ
ースの挿通可能な寸法の開口部を有し、 上端が水上に突出する長さのリングピース搬入用の筒体
を前記開口部の外側に取り付けて構成する、 推進装置。
2. A watertight cylindrical chamber having one closed end, a plurality of shield jacks for obtaining a reaction force from an existing tunnel to apply a propulsive force to the watertight chamber, and a level provided on a front lower surface of the watertight chamber. An adjustable ski is provided, and a part of the water-stop chamber has an opening with a dimension that allows the insertion of a ring piece, which is a constituent material of the tunnel, and a cylindrical body for carrying the ring piece whose upper end protrudes above the water. A propulsion device configured to be attached to the outside of the opening.
JP2052855A 1990-03-06 1990-03-06 Propulsion device Expired - Fee Related JP2779682B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2052855A JP2779682B2 (en) 1990-03-06 1990-03-06 Propulsion device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2052855A JP2779682B2 (en) 1990-03-06 1990-03-06 Propulsion device

Publications (2)

Publication Number Publication Date
JPH03257296A JPH03257296A (en) 1991-11-15
JP2779682B2 true JP2779682B2 (en) 1998-07-23

Family

ID=12926476

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2052855A Expired - Fee Related JP2779682B2 (en) 1990-03-06 1990-03-06 Propulsion device

Country Status (1)

Country Link
JP (1) JP2779682B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108755763B (en) * 2018-06-28 2023-11-28 上海市隧道工程轨道交通设计研究院 Final joint structure of immersed tube tunnel by jacking segment method and construction method of final joint structure

Also Published As

Publication number Publication date
JPH03257296A (en) 1991-11-15

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