JPH01318700A - Segment assembling device for shield excavator - Google Patents

Segment assembling device for shield excavator

Info

Publication number
JPH01318700A
JPH01318700A JP63149857A JP14985788A JPH01318700A JP H01318700 A JPH01318700 A JP H01318700A JP 63149857 A JP63149857 A JP 63149857A JP 14985788 A JP14985788 A JP 14985788A JP H01318700 A JPH01318700 A JP H01318700A
Authority
JP
Japan
Prior art keywords
segment
frame
erector
rail
shield
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
JP63149857A
Other languages
Japanese (ja)
Inventor
Ryusaburo Otsuka
隆三郎 大塚
Keiji Maeda
前田 啓二
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.)
IHI Corp
Original Assignee
Ishikawajima Harima Heavy Industries Co Ltd
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 Ishikawajima Harima Heavy Industries Co Ltd filed Critical Ishikawajima Harima Heavy Industries Co Ltd
Priority to JP63149857A priority Critical patent/JPH01318700A/en
Publication of JPH01318700A publication Critical patent/JPH01318700A/en
Pending legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Abstract

PURPOSE:To easily form excavation cross sections other than full-circular one by a method in which rails are set on the inner surface of the skin plate of shield frame, a slewing frame erector is movably attached, and a segment holder is set on the erector. CONSTITUTION:A ring girder 2 is projectionally set on the back inner surface of the skin plate 1 of shield frame of an oblong excavating cross section, a rail 3 is set on the inside of the girder 2, and a slewing frame erector 5 capable of holding segments 4 is movably attached to the rail 3. The segment 4 is supported by a slide frame 21 whose position is adjustable through a vertically movable frame 16 by an expandible jack 15 attached to an arm 14. The segment 4 carried in is connected to a bracket 20 to lift it up, swirled to an assembling position, stopped on a target position, and pressed on the inner wall of the plate 1 to assemble it with existing segment 4'.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は非真円形断面のトンネルの工事に適したシール
ド掘進機のセグメント組立装置に関するしのである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a segment assembly device for a shield excavator suitable for construction of tunnels with non-perfect circular cross sections.

[従来の技術] 従来のシールド掘進機には、土庄式シールド、泥水加圧
式シールド、手掘り、半機械掘り、機械掘り式シールド
等種々の型式のものがあり、いずれも断面が真円のトン
ネルを掘削するものである。
[Conventional technology] There are various types of conventional shield tunneling machines, such as Tonosho type shield, mud water pressurization type shield, manual digging, semi-mechanical digging, and mechanical digging type shield. It is for excavating.

従って、掘削後の穴にセグメントを組み立てる場合はい
ずれの型式の場合も、第【0図に示すようにシールドフ
レームaのスキンプレートbの内周に円環状のエレクタ
支持リングCを固着し、該エレクタ支持リングC内周の
複数のローラdを介して円環状のエレクタeを回転可能
に支持し、該エレクタeにセグメント把持具rを取り付
け、該エレクタeの内周に設けたギアに、シールドフレ
ームaに固定した油圧モータの出力軸のピニオンを噛合
させ、セグメントを把持したエレクタeを所要角度回転
させてセグメントを所定の位置に嵌め込むようにしてい
る。
Therefore, when assembling a segment in a hole after excavation, in any case, as shown in Figure 0, an annular erector support ring C is fixed to the inner circumference of the skin plate b of the shield frame a, An annular erector e is rotatably supported via a plurality of rollers d on the inner periphery of the erector support ring C, a segment gripper r is attached to the erector e, and a shield is attached to a gear provided on the inner periphery of the erector e. The pinion of the output shaft of a hydraulic motor fixed to the frame a is engaged, and the erector e holding the segment is rotated by a required angle to fit the segment into a predetermined position.

[発明が解決しようとする課題] しかしながら、近年は片道3車線以上の幅を有するトン
ネル工事の要請が多いが、これらの広幅のトンネルを真
円型のシールド掘進機で掘削すると、上頂部及び下頂部
等の不必要な部分の掘削容積が著しく増大してしまい効
率が悪い。
[Problem to be solved by the invention] However, in recent years, there have been many requests for tunnel construction with a width of three or more lanes one way, but when these wide tunnels are excavated with a perfectly circular shield excavator, the upper and lower parts are The excavation volume of unnecessary parts such as the top increases significantly, resulting in poor efficiency.

そこで、掘削断面形状を楕円形とすることが考えられる
が、前記従来のエレクタの構造では掘削断面の上下間距
離と左右間距離との差が大きいため、セグメントを楕円
形に組み立てることが不可能である。
Therefore, it is conceivable to make the excavation cross-sectional shape elliptical, but in the structure of the conventional erector, there is a large difference between the vertical distance and the horizontal distance of the excavation cross-section, so it is impossible to assemble the segments in an oval shape. It is.

本発明はセグメントを真円以外の掘削断面にも容易に組
み立てられるようにすることを目的とする。
An object of the present invention is to enable segments to be easily assembled to excavation cross sections other than perfect circles.

[課題を解決するための手段] 本発明は任意の掘削断面を有するシールドフレームのス
キンプレート内周に、レールを環状又は不連続環状に架
設し、該レールの上下面に夫々接するがイドローラを有
する旋回フレームエレクタを前記レールに走行可能に取
り付け、該旋回フレームエレクタにセグメント把持具を
備えたことを特徴とするシールド掘進機のセグメント組
立装置にかかるものである。
[Means for Solving the Problems] The present invention provides a system in which a rail is installed in an annular or discontinuous annular shape on the inner periphery of a skin plate of a shield frame having an arbitrary excavation cross section, and has idle rollers in contact with the upper and lower surfaces of the rail, respectively. This invention relates to a segment assembly device for a shield excavator, characterized in that a revolving frame erector is movably attached to the rail, and a segment gripping tool is provided on the revolving frame erector.

[作   用] セグメント把持具によりセグメントを把持した状態で、
旋回フレームエレクタを走行させると、該旋回フレーム
エレクタがレールの軌道に沿って旋回し、セグメントが
所定の位置まで運ばれ、楕円形、長円形、ひょうたん形
、矩形等種々の掘削断面形状のセグメントの組立が容易
に行なえる。
[Operation] With the segment gripped by the segment gripping tool,
When the swivel frame erector is run, it swivels along the track of the rail and carries the segment to a predetermined position. Easy to assemble.

[実 施 例] 以下、本発明の実施例を図面を参照しつつ説明する。[Example] Embodiments of the present invention will be described below with reference to the drawings.

第1図乃至第5図は本発明の一実施例であり、例えば掘
削断面形状を楕円形としたシールドフレームのスキンプ
レートlの後部内周面に、連続又は不連続環状のリング
ガーダ2を全周路−定の高さに突設し、該リングガーダ
2の内周側端部にレール3を前記スキンプレーHの断面
形状に略相似する環状すなわち楕円形に架設し、該レー
ル3にセグメント4を把持可能な旋回フレームエレクタ
5を自走し得るよう取り付ける。
1 to 5 show an embodiment of the present invention. For example, a continuous or discontinuous annular ring girder 2 is installed on the rear inner circumferential surface of a skin plate l of a shield frame whose excavation cross-sectional shape is oval. A rail 3 is installed at the inner peripheral end of the ring girder 2 in an annular shape, that is, an ellipse, which is approximately similar to the cross-sectional shape of the skin play H, and a segment is provided on the rail 3. A rotating frame erector 5 capable of gripping the frame erector 4 is attached so as to be self-propelled.

該旋回フレームエレクタ5は前記レール3を跨ぐ形状を
なし、前後左右の4個のガイドローラ6.7をレール3
の上面及び下面に夫々接するよう設けると共に該レール
3の両側面に夫々接する前後2個のガイドローラ8を夫
々取り付けて、上下左右に拘束されて揺れることなくレ
ール3に沿って移動し得るようにする。
The rotating frame erector 5 has a shape that straddles the rail 3, and has four guide rollers 6.7 on the front, rear, left and right sides of the rail 3.
Two guide rollers 8, front and rear, are provided so as to be in contact with the upper and lower surfaces of the rail 3, and are also in contact with both sides of the rail 3, respectively, so that the guide rollers 8 can move along the rail 3 without being restrained vertically or horizontally and shaking. do.

該レール3の内周面の幅方向略中央部にギア9を該レー
ル3の略全長に亘って設け、前記旋回フレームエレクタ
5にシャフトIOを介して軸支したピニオン11を前記
ギア9に噛合せしめ、前記シャフトlOを油圧モータ1
2の回転軸13に連結して該旋回フレームエレクタ5を
自走し得るようにする。
A gear 9 is provided approximately at the center in the width direction of the inner circumferential surface of the rail 3 over approximately the entire length of the rail 3, and a pinion 11 that is pivotally supported by the rotating frame erector 5 via a shaft IO is meshed with the gear 9. the shaft lO to the hydraulic motor 1.
The rotary frame erector 5 is connected to the rotary shaft 13 of the rotary frame erector 2 so as to be able to move on its own.

該旋回フレームエレクタ5のセグメント把持構造は従来
と略同様であり、アーム14に取り付けた伸縮ジヤツキ
15により昇降フレーム16をガイドロッド17及び軸
受18により案内しながら昇降し得るようにする。該昇
降フレーム16にはセグメント4支持用のブラケット1
9に対してピン25にて連結可能なブラケット20を有
する摺動フレーム21を、ガイドバー22に沿って摺動
ジヤツキ23により位tg整可能に取り付けてあり、更
に該摺動フレーム21の前後位置にセグメント4の振れ
止め用のサポートジヤツキ24を有している。
The segment gripping structure of the rotating frame erector 5 is substantially the same as the conventional one, and allows the lifting frame 16 to be raised and lowered by a telescopic jack 15 attached to the arm 14 while being guided by a guide rod 17 and a bearing 18. The lifting frame 16 has a bracket 1 for supporting the segment 4.
A sliding frame 21 having a bracket 20 that can be connected to 9 with a pin 25 is attached along a guide bar 22 with a sliding jack 23 so that the position can be adjusted. It has a support jack 24 for steadying the segment 4.

以上のように構成したので、既設のトンネル始端側から
搬入された種々の曲率のセグメント4を、該セグメント
4のブラケット19と摺動フレーム2Iのブラケット2
0とをピン25により連結し、サポートジヤツキ24を
突出してセグメント4を振れ止めする。前記ピン連結の
際の位置合せは、伸縮ジヤツキ15の突出、引込による
昇降フレーム16の昇降及び摺動ジヤツキ23による摺
動フレーム21のガイドバー22に沿った移動により行
なわれる。
With the above configuration, segments 4 of various curvatures brought in from the starting end of an existing tunnel can be connected to the brackets 19 of the segments 4 and the brackets 2 of the sliding frame 2I.
0 by a pin 25, and a support jack 24 is protruded to prevent the segment 4 from steadying. The alignment during the pin connection is performed by raising and lowering the elevating frame 16 by protruding and retracting the telescoping jack 15, and by moving the sliding frame 21 along the guide bar 22 by the sliding jack 23.

次いで、前記伸縮ジヤツキ15により昇降フレーム16
を上昇させるとセグメント4が振れることなく吊り上げ
られる。
Next, the elevating frame 16 is moved by the telescopic jack 15.
When the segment 4 is raised, the segment 4 can be lifted without shaking.

しかる後、油圧モータ12によりシャツ目0を介しピニ
オン11を回転させると、該ピニオン11がレール3表
面のギア9と噛合しており且つ旋回フレームエレクタ5
の各ガイドローラG、7.8がレール3の上面、下面及
び側面に夫々接してガタつくことなく移動可能となって
いるので、前記油圧モータ12の回転方向及び回転量に
応じて旋回フレームエレクタ5がレール3に沿って前記
セグメント4を保持したまま、該セグメント4の組み込
み位置まで旋回移動される。
After that, when the pinion 11 is rotated by the hydraulic motor 12 through the shirt eye 0, the pinion 11 is meshed with the gear 9 on the surface of the rail 3 and the rotating frame erector 5 is rotated.
The guide rollers G, 7.8 contact the upper surface, lower surface, and side surface of the rail 3, respectively, and are movable without wobbling, so that the rotating frame erector can be rotated according to the direction and amount of rotation of the hydraulic motor 12. 5 is pivoted along the rail 3 while holding the segment 4 to the installation position of the segment 4.

目的位置で停止した後、伸縮ジヤツキ15を伸ばすと、
ガイドロッド17が軸受18にガイドされて昇降フレー
ム1Bが外方に移動し、セグメント4が所定のスキンプ
レートl内壁に押し付けられ既設のセグメント4°に組
み付けられる。該セグメント4の位置調整は、セグメン
ト4の把持の際と同様に、伸縮ジヤツキ15及び摺動ジ
ヤツキ23により行われる。
After stopping at the target position, extend the telescopic jack 15,
The guide rod 17 is guided by the bearing 18, and the elevating frame 1B moves outward, and the segment 4 is pressed against the inner wall of a predetermined skin plate l and assembled to the existing segment 4°. The position adjustment of the segment 4 is performed by the telescopic jack 15 and the sliding jack 23 in the same way as when gripping the segment 4.

セグメント4を所定の位置に組み付けた後、ピン25を
抜くと共にサポートジヤツキ24をゆるめることにより
セグメント4と旋回フレームエレクタ5との連結を解く
ことができ、該旋回フレームエレクタ5を元のセグメン
トステーションに戻すことにより、次のセグメント4の
組み立てを行なうことができる。
After assembling the segment 4 in a predetermined position, the segment 4 and the rotating frame erector 5 can be uncoupled by pulling out the pin 25 and loosening the support jack 24, and the rotating frame erector 5 can be returned to the original segment station. By returning to the original position, the next segment 4 can be assembled.

又、旋回フレームエレクタ5を2台又は3台或は多数台
備えておくことにより、−掘進ストローク分のセグメン
トの組み立てを、順次効率よく行なうことができる。
Furthermore, by providing two, three, or a large number of rotating frame erectors 5, it is possible to efficiently assemble the segments corresponding to -the excavation stroke in sequence.

新たに組み立てたセグメントと既設のセグメントとの密
着は、シールドフレームの前進の際の反力により行なわ
れ、ボルトにより嵌合される。
The newly assembled segment and the existing segment are brought into close contact with each other by a reaction force when the shield frame moves forward, and are fitted with bolts.

第6図は本発明の第2実施例であり、前記第1実施例と
略同様の構成において、掘削断面形状を矩形としたシー
ルドフレーム26の例である。
FIG. 6 shows a second embodiment of the present invention, and is an example of a shield frame 26 having substantially the same configuration as the first embodiment, but with a rectangular excavation cross-sectional shape.

断面矩形のスキンプレート27の内周にレール28をガ
ーダ29により楕円形に架設し、該レール28に旋回フ
レームエレクタ30を取り付けた例である。
This is an example in which a rail 28 is constructed in an oval shape by a girder 29 on the inner periphery of a skin plate 27 having a rectangular cross section, and a swing frame erector 30 is attached to the rail 28.

本実施例の場合は、第7図に示すように平板状及び断面
り形のセグメント31.32を断面矩形に組み立てるこ
とができる。
In the case of this embodiment, as shown in FIG. 7, the segments 31 and 32 having a flat plate shape and a cross-section shape can be assembled into a rectangular cross-section.

第8図は本発明の第3実施例であり、前記第1実施例と
略同様の構成において、掘削断面を長円形としたシール
ドフレーム33に適用した例である。すなわち、断面長
円形のスキンプレート34の内周にレール35をガーダ
36により長円形に架設し、該レール35に旋回フレー
ムエレクタ37を取り付けた例である。
FIG. 8 shows a third embodiment of the present invention, which has substantially the same configuration as the first embodiment, but is applied to a shield frame 33 with an oval excavation cross section. That is, this is an example in which a rail 35 is constructed in an oval shape by a girder 36 on the inner periphery of a skin plate 34 having an oval cross section, and a swing frame erector 37 is attached to the rail 35.

第9図は本発明の第4実施例であり、前記第1実施例と
略同様の構成において、掘削断面をひょうたん形とした
シールドフレーム38に適用した例である。すなわち断
面ひょうたん形のスキンプレート39の内周にレール4
0をガーダ41によりひょうたん形に架設し、該レール
40に旋回フレームエレクタ42を取り付けた例である
FIG. 9 shows a fourth embodiment of the present invention, which has substantially the same configuration as the first embodiment, but is applied to a shield frame 38 having a gourd-shaped excavation cross section. In other words, the rail 4 is attached to the inner circumference of the skin plate 39, which has a gourd-shaped cross section.
0 is constructed in a gourd shape by a girder 41, and a rotating frame erector 42 is attached to the rail 40.

尚、本発明のシールド掘進機のセグメント組立装置は、
上述の実施例にのみ限定されるものではなく、スキンプ
レートの断面はあらゆる形状が可能であること、レール
は環状又は不連続環状であれば必ず・しもスキンプレー
ト断面と相 −似していなくてもよいこと、旋回フレー
ムエレクタはチェーンにより牽引するようにしてもよい
こと、種々の掘削形式のシールド掘進機に適用し得るこ
と等本発明の要旨を逸脱しない範囲内において種々変更
を加え得ることは勿論である。
Incidentally, the segment assembly device for a shield tunneling machine of the present invention is as follows:
The cross-section of the skin plate is not limited to the above-mentioned embodiments, and the cross-section of the skin plate may have any shape, and the rail may not necessarily be similar to the cross-section of the skin plate if it is annular or discontinuously annular. Various changes may be made without departing from the gist of the present invention, such as that the rotating frame erector may be towed by a chain, and that it may be applied to shield excavators of various types of excavation. Of course.

[発明の効果] 以上説明したように、本発明のシールド掘進機のセグメ
ント組立装置によれば、任意の掘削断面を有するシール
ドフレームのスキンプレート内周に略全周に亘って架設
したレールに、旋回フレームエレクタを走行可能に取り
付けたので、セグメントを把持した旋回フレームエレク
タが前記レールの任意の位置に走行移動してセグメン、
トを組み立てることができ、あらゆる掘削断面形状のト
ンネルのセグメントの組み立てが容易になし得られ、例
えば掘削断面形状が楕円形の場合多数車線の道路用トン
ネルを効率よく構築することができる。
[Effects of the Invention] As explained above, according to the segment assembly device for a shield excavator of the present invention, a rail constructed over almost the entire circumference of the skin plate of a shield frame having an arbitrary excavation cross section, Since the revolving frame erector is mounted so that it can travel, the revolving frame erector that grips the segment travels to any position on the rail to remove the segment,
Therefore, it is possible to easily assemble tunnel segments having any excavation cross-sectional shape. For example, when the excavation cross-sectional shape is oval, a multi-lane road tunnel can be efficiently constructed.

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

第1図は本発明の装置の第1実施例の説明図、第2図は
第1図の■部詳細図、第3図は第2図の■−■方向矢視
図、第4図は第3図のIV−IV方向矢視図、第5図は
第4図のv−■方向矢視図、第6図は本発明の装置の第
2実施例の説明図、第7図は第6図に示した装置により
組み立てたセグメントの端面を示す図、第8図は本発明
の装置の第3実施例の説明図、第9図は本発明の装置の
第4実施例の説明図、第1O図は従来のセグメント組立
装置の一例を示す図である。 1.27,34.39はスキンプレート、2はリングガ
ーダ、3.2g、35.40はレール、5,30,37
.42は旋回フレームエレクタ、9はギア、llはピニ
オン、12は油圧モータ、29.36.41はガーダを
示す。
Fig. 1 is an explanatory diagram of the first embodiment of the device of the present invention, Fig. 2 is a detailed view of the section ``■'' in Fig. 1, Fig. 3 is a view taken in the direction of the -■ arrow in Fig. 2, and Fig. 4 is a 3 is a view in the IV-IV direction, FIG. 5 is a view in the v-■ direction in FIG. FIG. 8 is an explanatory diagram of the third embodiment of the apparatus of the present invention, FIG. 9 is an explanatory diagram of the fourth embodiment of the apparatus of the present invention, FIG. 1O is a diagram showing an example of a conventional segment assembly device. 1.27, 34.39 are skin plates, 2 is ring girder, 3.2g, 35.40 is rail, 5, 30, 37
.. 42 is a rotating frame erector, 9 is a gear, 11 is a pinion, 12 is a hydraulic motor, and 29.36.41 is a girder.

Claims (1)

【特許請求の範囲】[Claims] 1)任意の掘削断面を有するシールドフレームのスキン
プレート内周に、レールを環状又は不連続環状に架設し
、該レールの上下面に夫々接するガイドローラを有する
旋回フレームエレクタを前記レールに走行可能に取り付
け、該旋回フレームエレクタにセグメント把持具を備え
たことを特徴とするシールド掘進機のセグメント組立装
置。
1) Rails are installed in an annular or discontinuous annular manner on the inner periphery of the skin plate of a shield frame having an arbitrary excavation cross section, and a revolving frame erector having guide rollers in contact with the upper and lower surfaces of the rails can run on the rails. 1. A segment assembly device for a shield excavator, characterized in that the rotating frame erector is equipped with a segment gripping tool.
JP63149857A 1988-06-17 1988-06-17 Segment assembling device for shield excavator Pending JPH01318700A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63149857A JPH01318700A (en) 1988-06-17 1988-06-17 Segment assembling device for shield excavator

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Application Number Priority Date Filing Date Title
JP63149857A JPH01318700A (en) 1988-06-17 1988-06-17 Segment assembling device for shield excavator

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JPH01318700A true JPH01318700A (en) 1989-12-25

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0453898U (en) * 1990-09-12 1992-05-08
JP2011144528A (en) * 2010-01-13 2011-07-28 Mitsubishi Heavy Industries Mechatronics Systems Ltd Segment assembling equipment of tunnel boring machine
JP2011144530A (en) * 2010-01-13 2011-07-28 Mitsubishi Heavy Industries Mechatronics Systems Ltd Segment assembling equipment of tunnel boring machine
JP2013083151A (en) * 2013-02-06 2013-05-09 Mitsubishi Heavy Industries Mechatronics Systems Ltd Segment assembling device of tunnel excavator
JP2020133208A (en) * 2019-02-18 2020-08-31 日立造船株式会社 Segment assembly device and shield excavator
JP2020143534A (en) * 2019-03-07 2020-09-10 日立造船株式会社 Segment assembling device and shield machine

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6365799B2 (en) * 1983-02-28 1988-12-16 Kanazawa Seisakusho Kk

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6365799B2 (en) * 1983-02-28 1988-12-16 Kanazawa Seisakusho Kk

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0453898U (en) * 1990-09-12 1992-05-08
JP2011144528A (en) * 2010-01-13 2011-07-28 Mitsubishi Heavy Industries Mechatronics Systems Ltd Segment assembling equipment of tunnel boring machine
JP2011144530A (en) * 2010-01-13 2011-07-28 Mitsubishi Heavy Industries Mechatronics Systems Ltd Segment assembling equipment of tunnel boring machine
JP2013083151A (en) * 2013-02-06 2013-05-09 Mitsubishi Heavy Industries Mechatronics Systems Ltd Segment assembling device of tunnel excavator
JP2020133208A (en) * 2019-02-18 2020-08-31 日立造船株式会社 Segment assembly device and shield excavator
JP2020143534A (en) * 2019-03-07 2020-09-10 日立造船株式会社 Segment assembling device and shield machine

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