JP2019027096A - Open shield machine - Google Patents

Open shield machine Download PDF

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JP2019027096A
JP2019027096A JP2017146127A JP2017146127A JP2019027096A JP 2019027096 A JP2019027096 A JP 2019027096A JP 2017146127 A JP2017146127 A JP 2017146127A JP 2017146127 A JP2017146127 A JP 2017146127A JP 2019027096 A JP2019027096 A JP 2019027096A
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shield machine
open shield
tail
plate
rear direction
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JP6646630B2 (en
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植村 誠
Makoto Uemura
誠 植村
賢治郎 植村
Kenjiro Uemura
賢治郎 植村
廣明 竹川
Hiroaki Takegawa
廣明 竹川
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Abstract

To provide an open shield machine capable of surely preventing the infiltration of sediment, etc., only by adding a simple structure to the shield machine, in the process of dividing a machine body into plural parts in a front and rear direction, and fitting the front end of the rear machine body into the rear end of the front machine body to be engaged with the gap remained, that is, making the mutual fitting portion bendable by loosely fitting them.SOLUTION: In an open shield machine provided with a center-folding part formed by dividing a machine body composed of left and right side walls plates and a base plate into a front part and a tail part in the front and rear direction, fitting a front end of the tail part into a rear end of the front part, and providing a center-folding jack on the front part toward the rear direction so as to make the front part and the tail part bendable at a mutual fitting portion, a side sediment infiltration prevention plate, on which the front end is fixed to the rear end of the front part to cover the front end of the tail part, at the side of the center-folding part.SELECTED DRAWING: Figure 1

Description

本発明は、オープンシールド工法に使用するオープンシールド機に関するものである。   The present invention relates to an open shield machine used for an open shield method.

周知のごとくオープンシールド工法は、開削工法(オープン工法)とシールド工法の長所を生かした合理性に富む工法であり、このオープンシールド工法では、シールド機を前方の機体の後端に後方の機体の前端が嵌入して、相互の嵌合部で屈曲可能としてカーブ施工を可能としたり、方向修正を行えるようにしたものがある。   As is well known, the open shield method is a rational method that makes use of the advantages of the open-cut method (open method) and shield method. There are some which are fitted with a front end and can be bent at a mutual fitting portion so that a curve can be constructed or a direction can be corrected.

その一例を説明すると、オープンシールド機1は、図5に示すように基本的には左右の側壁板1a,1bとこれら側壁板1a,1bと同程度の長さでその間を連結する底板1cとからなる前面、後面及び上面を開口したシールド機である。   For example, as shown in FIG. 5, the open shield machine 1 is basically composed of left and right side wall plates 1a and 1b and a bottom plate 1c connecting the same between the side wall plates 1a and 1b. It is a shield machine which opened the front, back, and upper surface which consist of.

該オープンシールド機1は図6に示すように機体を前後方向で複数に分割し、フロント部2としての前方の機体の後端にテール部3としての後方の機体の前端が嵌入して、相互の嵌合部で屈曲可能とした。   As shown in FIG. 6, the open shield machine 1 is divided into a plurality of bodies in the front-rear direction, and the front end of the rear body as the tail portion 3 is fitted into the rear end of the front body as the front portion 2. The fitting part can be bent.

フロント部2は主として掘削を行うもので、前端と上面を開放面としてあり、機体内で後部に後方へ向けて中折ジャッキ4を左右によせて、また上下複数段に配設している。   The front portion 2 mainly performs excavation, and has a front end and an upper surface as open surfaces, and the middle jacks 4 are arranged on the left and right and rearward and rearward in a plurality of stages in the vertical direction.

これに対してテール部3はコンクリート函体8の設置を行うもので、機体内で前部に後方へ向けてシールドジャッキ5を左右によせて、また上下複数段に配設したジャッキ部17と、その後方でスペースを確保した函体吊下し部18を構成している。   On the other hand, the tail portion 3 is used to install a concrete box 8. The shield jack 5 is arranged on the left and right sides of the shield jack 5 facing the front and rear in the machine body, and the jack portions 17 arranged in a plurality of upper and lower stages. The box suspension part 18 that secures a space behind is configured.

図中6はフロント部2の前端に設けた可動分割刃口、7はテール部3の後端に設けた側方土留板、9はストラット、10はプレスバー(押角)である。   In the figure, 6 is a movable split blade provided at the front end of the front portion 2, 7 is a side retaining plate provided at the rear end of the tail portion 3, 9 is a strut, and 10 is a press bar (push angle).

このようなオープンシールド機1を使用するオープンシールド工法は、図7〜図10に示すように、発進坑と到達坑との間で施工される。発進坑11内で前記オープンシールド機を組立て、発進坑11の前の地盤を地上に設置したシャベル系の掘削機12で掘削し、該オープンシールド機1のシールドジャッキ5を伸長して発進坑11内の反力壁に反力をとってオープンシールド機1を前進させ、地下構造物を形成する第1番目のコンクリート函体8を上方から吊り降し、オープンシールド機1のテール部3内で縮めたシールドジャッキ5の後方にストラット9およびプレスバー10とともにセットする。   As shown in FIGS. 7 to 10, the open shield method using such an open shield machine 1 is constructed between the start pit and the arrival pit. The open shield machine is assembled in the start pit 11, the ground in front of the start pit 11 is excavated with a shovel excavator 12, and the shield jack 5 of the open shield machine 1 is extended to start the start pit 11 The open shield machine 1 is moved forward by taking the reaction force against the reaction wall inside, and the first concrete box 8 forming the underground structure is suspended from above, and within the tail part 3 of the open shield machine 1 Set with the strut 9 and the press bar 10 behind the shrunk shield jack 5.

また、発進坑11はシートパイル等の土留壁で構成し、オープンシールド機1を発進させるにはこの土留壁を一部鏡切りするが、必要に応じて薬液注入等で発進坑11の前方部分に地盤改良を施しておくこともある。   Further, the start pit 11 is constituted by a retaining wall such as a sheet pile, and in order to start the open shield machine 1, a part of the retaining wall 11 is mirror-cut, but if necessary, a front portion of the starting pit 11 by chemical injection or the like. The ground may be improved.

次いで、同様に掘削機12でフロント部2の前面又は上面から土砂を掘削し、かつ排土してオープンシールド機1を前進させ、前記第1番目のコンクリート函体8の前に第2番目のコンクリート函体8をテール部3内に吊り降す。   Next, similarly, the excavator 12 excavates the earth and sand from the front surface or the upper surface of the front portion 2 and removes the soil to advance the open shield machine 1, and the second concrete box 8 is placed in front of the first concrete box 8. The concrete box 8 is suspended in the tail portion 3.

以下、同様の掘進及びコンクリート函体8のセット工程を繰返して、順次コンクリート函体8を縦列に地中に埋設し、後方のコンクリート函体8上にダンプ14で埋戻しを施し、オープンシールド機1が到達坑13まで達したならばこれを分解・撤去して工事を完了する。図中15はグラウト機である。   Thereafter, the same excavation and setting process of the concrete box 8 are repeated, and the concrete boxes 8 are successively buried in the ground in columns, and back dumped by the dump 14 on the concrete box 8 at the rear, and an open shield machine When 1 reaches the reaching mine 13, it is disassembled and removed to complete the construction. In the figure, 15 is a grout machine.

ところで、オープンシールド機1の掘進はシールドジャッキ5を伸長だけでなく、このシールドジャッキ5を固定して中折ジャッキ4の伸長でテール部3に対してフロント部2を進めることでも行なわれ、シールドジャッキ5と中折ジャッキ4との2段階で押し進める。   By the way, the excavation of the open shield machine 1 is performed not only by extending the shield jack 5 but also by fixing the shield jack 5 and advancing the front part 2 with respect to the tail part 3 by extending the middle jack 4. Push in two stages, jack 5 and half-fold jack 4.

その際、中折ジャッキ4のうち、左右いずれかを多く伸長させればフロント部2はその反対側に向きを変え、その方向に曲がる。また、上下いずれかを多く伸長させればフロント部2はその反対側に向きを変え、上向きまたは下向きに曲がる。このようにしたカーブ施工または方向修正が可能である。   At that time, if the left or right of the half-folded jack 4 is extended a lot, the front part 2 changes its direction to the opposite side and bends in that direction. Further, if the upper part or the lower part is extended a lot, the front part 2 changes its direction to the opposite side and bends upward or downward. Such curve construction or direction correction is possible.

しかし、前記従来のシールド機では、フロント部の後端にテール部の前端が隙間を存して嵌合するすなわち遊嵌するものであり、隙間から地下水や土砂が入り込み、その結果として屈曲のための余裕空間を無くしたりするおそれがあった。   However, in the conventional shield machine, the front end of the tail part is fitted to the rear end of the front part with a gap, that is, loosely fitted, and groundwater or earth and sand enters from the gap, resulting in bending. There was a risk of losing extra space.

下記特許文献は簡単な構成をシールド機に付加するだけで、地下水や土砂等の浸入を確実に防止できるオープンシールド機として提案されたものである。
特許第5231508号公報
The following patent document is proposed as an open shield machine that can reliably prevent the intrusion of groundwater or earth and sand by simply adding a simple configuration to the shield machine.
Japanese Patent No. 5231508

前記特許文献1は、機体を前後方向でフロント部とテール部に分割し、フロント部の後端にテール部の前端が嵌入して、相互の嵌合部で屈曲可能としたオープンシールド機において、フロント部とテール部3が接合する中折れ部にワイヤーブラシを配設したものである。   Patent Document 1 describes an open shield machine in which the machine body is divided into a front part and a tail part in the front-rear direction, the front end of the tail part is fitted to the rear end of the front part, and can be bent at the mutual fitting part. A wire brush is disposed at a bent portion where the front portion and the tail portion 3 are joined.

特許文献1によれば、フロント部の後端にテール部3の前端が隙間を存して嵌合するすなわち遊嵌する隙間には、ワイヤーブラシが配設してあり、これが地下水や土砂が入り込みを阻止する。   According to Patent Document 1, a wire brush is disposed in a gap in which the front end of the tail portion 3 is fitted with a gap at the rear end of the front portion, that is, loosely fitted, and this is filled with groundwater or earth and sand. To prevent.

前記特許文献1は、ワイヤーブラシで地下水や土砂が入り込むことを防止するものであるが、確実に地下水や土砂の入り込みを阻止するにはワイヤーブラシを2連に設ける必要があり、また、フロント部には隔壁を設け、テール部にテール部前端隔壁を設け、この隔壁で仕切ることで、より地下水や土砂の浸入を阻止する必要がある。   Although the said patent document 1 prevents a groundwater and earth and sand from entering with a wire brush, it is necessary to provide two wire brushes in order to prevent a groundwater and earth and sand from entering reliably, and also a front part. It is necessary to prevent the intrusion of groundwater and earth and sand by providing a partition wall and providing a tail front end partition wall at the tail portion and partitioning by this partition wall.

本発明の目的は前記従来例の不都合を解消し、機体を前後方向で複数に分割し、前方の機体の後端に後方の機体の前端が嵌入して、隙間を存して嵌合する、すなわち遊嵌させて相互の嵌合部で屈曲可能とするのに、簡単な構成をシールド機に付加するだけで、土砂等の浸入を確実に防止できるオープンシールド機を提供することにある。   The object of the present invention is to eliminate the inconvenience of the conventional example, the aircraft is divided into a plurality of parts in the front-rear direction, and the front end of the rear aircraft is fitted to the rear end of the front aircraft, and there is a gap, That is, it is an object of the present invention to provide an open shield machine that can reliably prevent intrusion of earth and sand, etc., simply by adding a simple configuration to the shield machine in order to allow loose fitting and bending at the mutual fitting portions.

前記目的を達成するため請求項1記載の本発明は、左右側壁板と底板からなる機体を前後方向でフロント部とテール部に分割し、フロント部の後端にテール部の前端を嵌入させ、フロント部に後方へ向けて中折ジャッキを設けてフロント部とテール部が相互の嵌合部で屈曲可能とした中折れ部を形成したオープンシールド機において、中折れ部側方に、フロント部後端に前端が固定されてテール部前端に覆い被さる側方土砂侵入防止板を設けたことを要旨とするものである。   In order to achieve the above object, the present invention according to claim 1, the machine body composed of left and right side wall plates and a bottom plate is divided into a front part and a tail part in the front-rear direction, and the front end of the tail part is inserted into the rear end of the front part, In an open shield machine that has a center folding jack at the front, and a folding center that allows the front and tail to be bent at each other's fitting part. The gist of the present invention is to provide a side earth and sand intrusion prevention plate that is fixed to the end and covers the front end of the tail portion.

請求項1記載の本発明によれば、側方土砂侵入防止板を設けることにより、この側方土砂侵入防止板がフロント部とテール部が相互の嵌合部での開口を塞ぎ、土砂等の浸入を確実に防止することができる。   According to the first aspect of the present invention, by providing the lateral sediment intrusion prevention plate, the lateral sediment intrusion prevention plate closes the opening at the fitting portion between the front portion and the tail portion. Intrusion can be reliably prevented.

請求項2記載の本発明は、側方土砂侵入防止板は、フロント部側壁板より一段奥に位置する取付受板を突設し、この取付受板に前端が固定されることで、フロント部側壁外周面よりも張り出さないで設けることができることを要旨とするものである。   According to the second aspect of the present invention, the side earth and sand intrusion prevention plate projects a mounting receiving plate located one step deeper than the front side wall plate, and the front end is fixed to the mounting receiving plate. The gist of the invention is that it can be provided without protruding from the outer peripheral surface of the side wall.

側方土砂侵入防止板がオープンシールド機に局部的に取り付けられていてその鉄板の厚み分だけ機幅よりも広い構造となると、掘進時、側部地山をオーバーカットすることになる。掘進と共に地山を引っ張りやすい。又は側部地山を圧密して、側方地盤隆起を惹起する。さらに、側方土砂侵入防止板分通過後、側部地山が緩む。   If the side earth and sand invasion prevention plate is locally attached to the open shield machine and has a structure wider than the machine width by the thickness of the iron plate, the side ground will be overcut during excavation. It is easy to pull a natural mountain with excavation. Alternatively, the side ground is consolidated to cause lateral ground uplift. In addition, the side ground is loosened after passing the side sediment prevention board.

請求項2記載の本発明によれば、側方土砂侵入防止板厚さ分の張出しが解消されるため、側部地山をオーバーカット・圧密を無くすことができ、側部地山が緩みを最小限に抑えることができる。   According to the second aspect of the present invention, since the overhang corresponding to the thickness of the side sediment intrusion prevention plate is eliminated, it is possible to eliminate overcutting / consolidation of the side natural ground, and to loosen the side natural ground. Can be minimized.

請求項3記載の本発明は、フロント部の後端に嵌入するテール部の前端は外側面を前後方向に円弧としたことを要旨とするものである。   The gist of the present invention described in claim 3 is that the front end of the tail portion fitted into the rear end of the front portion has an outer surface arcuate in the front-rear direction.

請求項3記載の本発明によれば、フロント部の後端に嵌入するテール部の前端は外側面を前後方向に円弧としたので、この円弧面がフロント部の後端内側に接し、線接触に近い少ない接触面積で、屈曲をスムーズに行うことができる。   According to the third aspect of the present invention, since the front end of the tail portion fitted into the rear end of the front portion has an arcuate outer surface in the front-rear direction, the arc surface is in contact with the rear end inner side of the front portion and is in line contact. Bending can be performed smoothly with a small contact area close to.

以上述べたように本発明のオープンシールド機は、機体を前後方向で複数に分割し、前方の機体の後端に後方の機体の前端が嵌入して、隙間を存して嵌合する、すなわち遊嵌させて相互の嵌合部で屈曲可能とするのに、簡単な構成をシールド機に付加するだけで、地下水や土砂等の浸入を確実に防止できるものである。   As described above, the open shield machine of the present invention divides the airframe into a plurality of parts in the front-rear direction, and the front end of the rear airframe is inserted into the rear end of the front airframe, and there is a gap, that is, In order to be able to be freely fitted and bendable at the mutual fitting portions, it is possible to reliably prevent intrusion of groundwater or earth and sand by simply adding a simple configuration to the shield machine.

以下、図面について本発明の実施の形態を詳細に説明する。図1は本発明のオープンシールド機の第1実施形態を示す部分平面図、図2は同上要部の拡大平面図である。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a partial plan view showing a first embodiment of the open shield machine of the present invention, and FIG. 2 is an enlarged plan view of the main part of the same.

オープンシールド機1の全体は前記図6に示すように機体を前後方向で複数に分割し、テール部3の前端は縮径してフロント部2の後端に入り込むもので、これによりフロント部2とテール部3との間には隙間が確保され、これが中折れ部16となる。   As shown in FIG. 6, the entire open shield machine 1 divides the machine body into a plurality of parts in the front-rear direction, and the front end of the tail part 3 is reduced in diameter and enters the rear end of the front part 2. A gap is ensured between the tail portion 3 and the tail portion 3, and this becomes the middle bent portion 16.

フロント部2は可動分割刃口6を有する前端と上面を開放面としてあり、機体内で後方へ向けて中折ジャッキ4を左右によせて、また上下複数段に配設した。図中19は可動分割刃口6のスライドジャッキである。   The front portion 2 has a front end and an upper surface having a movable split blade 6 as open surfaces, and the middle folding jacks 4 are arranged in the upper and lower stages in a left and right direction toward the rear in the machine body. In the figure, reference numeral 19 denotes a slide jack for the movable split blade 6.

一方、テール部3は機体内で前部に後方へ向けてシールドジャッキ5を左右によせて、また上下複数段に配設したジャッキ部17と、その後方でスペースを確保した函体吊下し部18を構成している。   On the other hand, the tail part 3 has a shield jack 5 on the left and right sides of the body facing the rear in the body, and a jack part 17 arranged in a plurality of upper and lower stages, and a box suspension that secures a space behind it. Part 18 is configured.

本発明は、テール部3の前端は縮径してフロント部2の後端に入り込むが、この部分の外側面を前後方向に円弧22とした。   In the present invention, the front end of the tail portion 3 is reduced in diameter and enters the rear end of the front portion 2, but the outer surface of this portion is an arc 22 in the front-rear direction.

また、中折れ部16の側方に、その開口を覆うように鉄板による側方土砂侵入防止板21を設けた。   Moreover, the side earth and sand invasion prevention board 21 by the iron plate was provided in the side of the folding part 16 so that the opening might be covered.

この側方土砂侵入防止板21は前端がフロント部2の後端に前端が固定されてテール部3の前端で前記縮径した部分の後方で縮径しない部分の外周に覆い被さるものである。   The side earth and sand intrusion prevention plate 21 has a front end that is fixed to the rear end of the front portion 2 and covers the outer periphery of a portion that is not reduced in diameter at the front end of the tail portion 3 behind the reduced diameter portion.

図示の例では、側方土砂侵入防止板21はオープンシールド機1に局部的に取り付けられるもので、その鉄板の厚み分だけ機幅よりも張り出した広い構造となる。すなわち、側方土砂侵入防止板21の前端角部は突き出ている。   In the illustrated example, the lateral earth and sand intrusion prevention plate 21 is locally attached to the open shield machine 1 and has a wide structure that projects beyond the machine width by the thickness of the iron plate. That is, the front end corner of the side earth and sand intrusion prevention plate 21 protrudes.

図3、図4は本発明の第2実施形態を示すもので、側方土砂侵入防止板21は、フロント部2の側壁板2aより一段奥に位置する取付受板20を突設し、この取付受板20に前端が固定されることで、フロント部2の側壁板2aの外周面よりも張り出さないで設けるようにした。   FIGS. 3 and 4 show a second embodiment of the present invention. The side earth and sand intrusion prevention plate 21 projects a mounting receiving plate 20 located one step deeper than the side wall plate 2a of the front portion 2. The front end is fixed to the mounting receiving plate 20 so that it is provided so as not to protrude from the outer peripheral surface of the side wall plate 2a of the front portion 2.

また、テール部3の前端で前記縮径した部分の後方で縮径しない部分の外周には、凹部23を形成し、この凹部23で側方土砂侵入防止板21の厚み分を受け入れた。   Further, a concave portion 23 was formed on the outer periphery of the portion not reduced in diameter at the front end of the tail portion 3 at the rear of the reduced diameter portion, and the concave portion 23 received the thickness of the side sediment prevention plate 21.

このようにして側方土砂侵入防止板21は図4に示すようにフロント部2の側壁板2aの面一となり、また、テール部3の面一となり、オープンシールド機1の側方はフラットなものとなる。   In this way, the side earth and sand intrusion prevention plate 21 is flush with the side wall plate 2a of the front portion 2 and the tail portion 3 as shown in FIG. 4, and the side of the open shield machine 1 is flat. It will be a thing.

このようにして、オープンシールド機1は機体を前後方向で複数に分割し、前方の機体の後端に後方の機体の前端が嵌入して、隙間を存して嵌合する、すなわち遊嵌させて相互の嵌合部で屈曲可能とするのに、側方土砂侵入防止板21を設けることで、土砂の侵入を防ぐことができる。   In this way, the open shield machine 1 divides the airframe into a plurality of parts in the front-rear direction, and the front end of the rear airframe is inserted into the rear end of the front airframe, and is fitted with a gap, that is, loosely fitted. In order to be able to bend at the mutual fitting parts, the intrusion of earth and sand can be prevented by providing the side earth and sand intrusion prevention plate 21.

本発明のオープンシールド機の第1実施形態を示す部分平面図である。It is a partial top view which shows 1st Embodiment of the open shield machine of this invention. 本発明のオープンシールド機の第1実施形態を示す要部の拡大平面図である。It is an enlarged plan view of the principal part which shows 1st Embodiment of the open shield machine of this invention. 本発明のオープンシールド機の第2実施形態を示す部分平面図である。It is a partial top view which shows 2nd Embodiment of the open shield machine of this invention. 本発明のオープンシールド機の第2実施形態を示す要部の拡大平面図である。It is an enlarged plan view of the principal part which shows 2nd Embodiment of the open shield machine of this invention. オープンシールド機の概要を示す縦断正面図である。It is a vertical front view which shows the outline | summary of an open shield machine. オープンシールド機の概要を示す縦断側面図である。It is a vertical side view which shows the outline | summary of an open shield machine. オープンシールド工法の第1工程を示す側面図である。It is a side view which shows the 1st process of an open shield method. オープンシールド工法の第2工程を示す側面図である。It is a side view which shows the 2nd process of an open shield method. オープンシールド工法の第3工程を示す側面図である。It is a side view which shows the 3rd process of an open shield method. オープンシールド工法の第4工程を示す側面図である。It is a side view which shows the 4th process of an open shield method.

1…オープンシールド機
1a,1b…側壁板 1c…底板
2…フロント部 2a…側壁板
3…テール部 4…中折ジャッキ
5…シールドジャッキ 6…可動分割刃口
7…側方土留板 8…コンクリート函体
9…ストラット 10…プレスバー
11…発進坑 12…掘削機
13…到達坑 14…ダンプ
15…グラウト機 16…中折れ部
17…ジャッキ部 18…函体吊下し部
19…スライドジャッキ 20…取付受板
21…側方土砂侵入防止板 22…円弧
23…凹部
DESCRIPTION OF SYMBOLS 1 ... Open shield machine 1a, 1b ... Side wall plate 1c ... Bottom plate 2 ... Front part 2a ... Side wall plate 3 ... Tail part 4 ... Middle folding jack 5 ... Shield jack 6 ... Movable division blade edge 7 ... Side earth retaining plate 8 ... Concrete Box 9 ... Strut 10 ... Press bar 11 ... Start pit 12 ... Excavator 13 ... Arrival pit 14 ... Dump 15 ... Grout machine 16 ... Folded part 17 ... Jack part 18 ... Box hanging part 19 ... Slide jack 20 ... Mounting plate 21 ... Side sediment entry prevention plate 22 ... Arc 23 ... Recess

Claims (3)

左右側壁板と底板からなる機体を前後方向でフロント部とテール部に分割し、フロント部の後端にテール部の前端を嵌入させ、フロント部に後方へ向けて中折ジャッキを設けてフロント部とテール部が相互の嵌合部で屈曲可能とてした中折れ部を形成したオープンシールド機において、中折れ部側方に、フロント部後端に前端が固定されてテール部前端に覆い被さる側方土砂侵入防止板を設けたことを特徴とするオープンシールド機。   The fuselage consisting of the left and right side wall plates and the bottom plate is divided into the front part and tail part in the front-rear direction, the front end of the tail part is fitted at the rear end of the front part, and the middle jack is provided at the front part toward the rear, and the front part The side where the front end is fixed to the front end of the front part of the open shield machine that forms a bent part that can be bent at the mating part and the front part is fixed to the front part of the tail part. An open shield machine with a landslide intrusion prevention plate. 側方土砂侵入防止板は、フロント部側壁板より一段奥に位置する取付受板を突設し、この取付受板に前端が固定されることで、フロント部側壁外周面よりも張り出さないで設けることができる請求項1記載のオープンシールド機。   The side earth and sand invasion prevention plate is provided with a mounting receiving plate located one step deeper than the front side wall plate, and the front end is fixed to this mounting receiving plate so that it does not protrude beyond the outer peripheral surface of the front side wall. The open shield machine according to claim 1, which can be provided. フロント部の後端に嵌入するテール部の前端は外側面を前後方向に円弧とした請求項1または請求項2記載のオープンシールド機。   The open shield machine according to claim 1 or 2, wherein the front end of the tail portion fitted into the rear end of the front portion has an outer surface arced in the front-rear direction.
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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5821097U (en) * 1981-07-30 1983-02-09 三菱重工業株式会社 Seal device in shield excavator
JPH0734774A (en) * 1993-07-22 1995-02-03 Ohbayashi Corp Middle bent construction of shield excavator
JP2001349170A (en) * 2000-06-09 2001-12-21 Komatsu Ltd Tunnel boring machine
JP2008031806A (en) * 2006-08-01 2008-02-14 Makoto Uemura Open shield machine
JP2009114640A (en) * 2007-11-02 2009-05-28 Makoto Uemura Open shield machine
JP2013040488A (en) * 2011-08-16 2013-02-28 Makoto Uemura Press bar for open shield machine
CN105156123A (en) * 2015-08-27 2015-12-16 山东万广建设工程有限公司 Open shield tunneling machine and method for applying same

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5821097U (en) * 1981-07-30 1983-02-09 三菱重工業株式会社 Seal device in shield excavator
JPH0734774A (en) * 1993-07-22 1995-02-03 Ohbayashi Corp Middle bent construction of shield excavator
JP2001349170A (en) * 2000-06-09 2001-12-21 Komatsu Ltd Tunnel boring machine
JP2008031806A (en) * 2006-08-01 2008-02-14 Makoto Uemura Open shield machine
JP2009114640A (en) * 2007-11-02 2009-05-28 Makoto Uemura Open shield machine
JP2013040488A (en) * 2011-08-16 2013-02-28 Makoto Uemura Press bar for open shield machine
CN105156123A (en) * 2015-08-27 2015-12-16 山东万广建设工程有限公司 Open shield tunneling machine and method for applying same

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