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JP6646630B2 - Open shield machine - Google Patents

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JP6646630B2
JP6646630B2 JP2017146127A JP2017146127A JP6646630B2 JP 6646630 B2 JP6646630 B2 JP 6646630B2 JP 2017146127 A JP2017146127 A JP 2017146127A JP 2017146127 A JP2017146127 A JP 2017146127A JP 6646630 B2 JP6646630 B2 JP 6646630B2
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plate
shield machine
open shield
tail
side wall
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JP2019027096A (en
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植村 誠
誠 植村
賢治郎 植村
賢治郎 植村
廣明 竹川
廣明 竹川
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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部に後方の機体の前方の機体より左右側壁板と底板が縮径した前部が嵌入して、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。 Known as the open shield method is a method rich in rationality which utilizes the advantages of open-cut method (open method) and shield tunneling, in this open shield tunneling, forward of the rear fuselage of the shield machine to the rear of the front of the aircraft There is a type in which the front portions of the left and right side walls and the bottom plate whose diameters are reduced are fitted from the body of the above-mentioned body, and can be bent at the mutual fitting portion to enable curve construction and direction correction.

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。   As an example, as shown in FIG. 5, the open shield machine 1 basically includes left and right side walls 1a, 1b and a bottom plate 1c, which is approximately the same length as the side walls 1a, 1b and connects between them. This is a shield machine with open front, rear and top surfaces.

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部にテール部3としての後方の機体の左右側壁板と底板が縮径した前部が嵌入して、相互の嵌合部で屈曲可能とした。 The open shield machine 1 is divided into a plurality in the longitudinal direction of the machine body as shown in FIG. 6, the rear of the left and right side walls and bottom plates of the airframe of the tail portion 3 at the rear of the front of the aircraft as a front portion 2 is reduced in diameter The fitted front portions are fitted, and can be bent at the mutual fitting portions.

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、機体内で中間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 is mainly used for excavation, and has a front end and an upper surface as open surfaces, and the middle folding jacks 4 are arranged left and right toward the middle portion in the airframe rearward, and are arranged in a plurality of vertical stages. .

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 section 3 is for installing the concrete box 8, and the shield jack 5 is shifted left and right toward the front and rearward in the airframe, and the jack section 17 arranged in a plurality of upper and lower stages. , A box hanging portion 18 having a space secured behind it.

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 drawing, reference numeral 6 denotes a movable split blade provided at the front end of the front part 2, reference numeral 7 denotes a side retaining plate provided at the rear end of the tail part 3, reference numeral 9 denotes struts, and reference numeral 10 denotes 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。   An open shield method using such an open shield machine 1 is constructed between a start pit and a destination pit as shown in FIGS. The open shield machine is assembled in the starting pit 11, the ground in front of the starting pit 11 is excavated by a shovel type excavator 12 installed on the ground, and the shield jack 5 of the open shield machine 1 is extended to start the starting pit 11 The open shield machine 1 is advanced by applying a reaction force to the reaction wall in the inside, the first concrete box 8 forming the underground structure is suspended from above, and the inside of the tail part 3 of the open shield machine 1 is suspended. It is set together with the strut 9 and the press bar 10 behind the contracted 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。   The starting pit 11 is formed of a retaining wall such as a sheet pile. In order to start the open shield machine 1, a part of the retaining wall is mirror-cut. The ground improvement may be given to.

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。   Then, similarly, the excavator 12 excavates earth and sand from the front or upper surface of the front part 2 and discharges the earth to advance the open shield machine 1, so that the second shield is provided in front of the first concrete box 8. The concrete box 8 is suspended in the tail part 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。   Hereinafter, the same excavation and setting steps of the concrete box 8 are repeated, and the concrete boxes 8 are sequentially buried in the ground in tandem, and backfilled with the dump 14 on the rear concrete box 8, and the open shield machine is provided. When 1 reaches the pit 13, it is disassembled and removed to complete the construction. In the figure, reference numeral 15 denotes a grouting 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, excavation of the open shield machine 1 is performed not only by extending the shield jack 5 but also by advancing the front portion 2 with respect to the tail portion 3 by fixing the shield jack 5 and extending the center folding jack 4. Pushing is performed in two stages of the jack 5 and the center 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 this time, if one of the left and right of the center folding jack 4 is extended more, the front part 2 changes its direction to the opposite side and bends in that direction. Further, if any one of the upper and lower parts is extended, 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、フロント部の後部にテール部のフロント部左右側壁板と底板より縮径した前部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 part of the tail part at the rear part of the front part and the front part reduced in diameter from the bottom plate are fitted with a gap, that is, loosely fitted. And the earth and sand may enter, and as a result, there is a possibility that the space for bending is lost.

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 has been proposed as an open shield machine that can reliably prevent intrusion of groundwater, earth and sand, etc. 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、フロント部の後部にテール部のフロント部左右側壁板と底板より縮径した前部が嵌入して、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。 The above-mentioned Patent Document 1 divides the fuselage into a front part and a tail part in a front-rear direction, and a front part of the tail part which is smaller in diameter than a front part left and right side wall plate and a bottom plate is fitted into a rear part of the front part. In an open shield machine capable of bending at a portion, a wire brush is provided at a bent portion where a front portion and a tail portion 3 are joined.

特許文献1によれば、フロント部の後部にテール部3のフロント部左右側壁板と底板より縮径した前部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 Literature 1, a wire brush is disposed in a gap in which a front portion of the tail portion 3 on the rear portion of the front portion and a front portion reduced in diameter from the bottom plate are fitted with a gap, that is, loosely fitted. This prevents groundwater and sediment from entering.

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。   Patent Document 1 discloses that a wire brush is used to prevent underground water and earth and sand from entering, but in order to reliably prevent underground water and earth and sand from entering, it is necessary to provide two wire brushes in addition to each other. It is necessary to further prevent infiltration of groundwater and earth and sand by providing a partition wall at the tail portion, and providing a tail portion front end partition wall at the tail portion, and partitioning the 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、前方の機体の後部に後方の機体の前方の機体より左右側壁板と底板が縮径した前部が嵌入して、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。 An object of the present invention is to solve the above-described disadvantages of the conventional example, divide the fuselage into a plurality of parts in the front-rear direction, and provide a rear part of the forward body with a front part in which the left and right side wall plates and the bottom plate are smaller in diameter than the front part of the rear body. Inserting and fitting with a gap in between, that is, loosely fitting and bendable at the mutual fitting portion, simply add a simple configuration to the shield machine to ensure the infiltration of earth and sand etc. It is an object of the present invention to provide an open shield machine that can prevent such a problem.

前記目的を達成するため請求項1記載の本発明は、全体が左右の側壁板とこれら側壁板と同程度の長さでその間を連結する底板とからなる前面、後面及び上面を開口したシールド機で、機体を前後方向で、左右の側壁板と底板とからなるフロント部と左右の側壁板と底板とからなるテール部に分割し、左右側壁板と底板からなるフロント部の後部に左右側壁板と底板からなるテール部の左右側壁板と底板がフロント部よりも縮径したテール部前部を嵌入させ、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、鉄板による側方土砂侵入防止板の前端が、フロント部の左右の側壁板の後部に固定されて、テール部の縮径した前部側方部を覆い、テール部のフロント部と同径まで拡幅している延長方向中間部から後部まで達するように延長した、側方土砂侵入防止板を中折れ部の開口を覆うように設けたことを要旨とするものである。 In order to achieve the above object, according to the present invention, there is provided a shield machine in which the front, rear and upper surfaces are entirely formed by left and right side walls and a bottom plate having a length similar to these side walls and connecting therebetween. in, in the longitudinal direction of the aircraft, divided into tail portion and a front portion consisting of a left and right side walls and bottom plates and left and right side walls and bottom plates ing, left and right side walls at the rear of the front portion consisting of the left and right side walls and bottom plates The left and right side walls of the tail part consisting of a plate and a bottom plate and the bottom plate are fitted with the front part of the tail part which is smaller in diameter than the front part, and the front part and the tail part in the open shield machine to form a bending portion in which a bendable in the fitting portion, fixed to the intermediate folding portion outer side, the front end of the lateral soil intrusion prevention plate according to iron plate, the rear of the left and right side wall plates of the front portion is, reduced diameter of the tail portion And covering the front side portion, and extended to reach from the extension direction intermediate portion that is widened to the same diameter and the front portion of the tail portion to the rear, so as to cover the opening of the center-folding portion lateral soil intrusion prevention plate The gist is that it is provided in.

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 side earth and sand intrusion prevention plate, the side earth and sand intrusion prevention plate closes the opening of the front part and the tail part at the mutual fitting part, and prevents the earth and sand from entering. 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、フロント部後部側壁板外面より一段内側に位置する取付受板を突設し、この取付受板に鉄板による側方土砂侵入防止板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 a second aspect of the present invention, the side earth and sand intrusion prevention plate is provided with a mounting plate protruded from the outer surface of the front rear side wall plate one step inside, and the side earth and sand intrusion prevention plate made of an iron plate is provided on the mounting reception plate. The gist of the invention is that the front end is fixed so that the front end can be provided without protruding from the outer peripheral surface of the front portion 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 intrusion prevention plate is locally attached to the open shield machine and the structure is 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 the ground with excavation. Alternatively, the side ground is compacted to cause lateral ground uplift. Furthermore, after passing the side earth and sand intrusion prevention plate, the side ground is loosened.

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 by the thickness of the side earth and sand intrusion prevention plate is eliminated, overcutting and consolidation of the side ground can be eliminated, and the side ground can be loosened. Can be minimized.

請求項3記載の本発明は、フロント部の後部に嵌入するテール部の縮径した前部側方部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 is that the front side portion of the tail portion , which is fitted into the rear portion of the front portion, is reduced in diameter in a 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縮径した前部側方部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部左右側壁板内側に接し、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 present invention of claim 3, since the front side portion and reduced diameter tail portion to be fitted into the rear end of the front portion is an arc in the longitudinal direction, the rear left and right side wall plates this arcuate surface is the front portion Bending can be performed smoothly with a small contact area close to the line contact with the inside.

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、前方の機体の後部に後方の機体の前方の機体より左右側壁板と底板が縮径した前部が嵌入して、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 fuselage into a plurality of parts in the front-rear direction, and fits the front part of the forward body with the reduced diameter of the left and right side wall plates and the bottom plate from the front body of the rear body. In order to fit with a gap, that is, loosely fit and bendable at the mutual fitting part, simply adding a simple configuration to the shield machine ensures the infiltration of groundwater, earth and sand, etc. Can be prevented.

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 a main part of the same.

オープンシールド機1の全体は図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。前記図6に示すようにその一例を説明すると、機体を左右の側壁板1a,1bと底板1cとからなるフロント部2と左右の側壁板1a,1bと底板1cとからなるテール部3に前後方向で複数に分割し、左右の側壁板1a,1bと底板1cとからなるテール部3前部の左右側壁板と底板は縮径してフロント部2の後部に入り込むもので、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. 5, the entirety of the open shield machine 1 is basically composed of left and right side walls 1a, 1b and a bottom plate 1c having the same length as the side walls 1a, 1b and connecting therebetween. And a shield machine with an open top. One example is described with reference to FIG. 6. In FIG. 6, the fuselage is attached to a front part 2 composed of left and right side walls 1a, 1b and a bottom plate 1c and a tail part 3 composed of left and right side walls 1a, 1b and a bottom plate 1c. The left and right side walls and the bottom plate at the front part of the tail part 3 composed of the left and right side walls 1a, 1b and the bottom plate 1c are reduced in diameter and enter the rear part of the front part 2, thereby forming the front part. A gap is ensured between the tail portion 2 and the tail portion 3, and this serves as the center 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 having a movable split blade 6 and an upper surface as an open surface, and the center-floating jack 4 is arranged left and right in a rearward direction in the machine body and is arranged in a plurality of upper and lower stages. In the figure, reference numeral 19 denotes a slide jack of 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 the shield jacks 5 arranged to the front and rearward in the fuselage and the jack parts 17 arranged in a plurality of upper and lower stages, and a box hanging with space secured behind. The unit 18 is constituted.

本発明は、テール部3前部の左右側壁板と底板は縮径してフロント部2の後部に入り込むが、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 left and right side wall plates and the bottom plate at the front part of the tail part 3 are reduced in diameter and enter the rear part of the front part 2.

また、中折れ部16の側方に、中折れ部16の開口を覆うように鉄板による側方土砂侵入防止板21をフロント部2の左右の側壁板1a,1bの後部に左右の側壁板を延長するものとして設けた。 Further, on the outer side of the center-folding portion 16, side walls of the left and right lateral soil intrusion prevention plate 21 by an iron plate so as to cover the opening of the center-folding portion 16 left and right side wall plates 1a of the front portion 2, a rear portion of 1b It was set only as to extend the.

この側方土砂侵入防止板21は前端がフロント部2の左右の側壁板1a,1bの後部外側に固定されてテール部3の前部で前記左右側壁板と底板がフロント部よりも縮径した部分の後方で、テール部3の縮径しない部分の外周に覆い被さるものである。 The front end of the side earth and sand intrusion prevention plate 21 is fixed to the rear outside of the left and right side walls 1a and 1b of the front part 2 , and the diameter of the left and right side walls and the bottom plate is smaller than that of the front part at the front of the tail part 3. Behind the portion, the outer periphery of the portion of the tail portion 3 where the diameter is not reduced is covered.

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 side earth and sand intrusion prevention plate 21 is locally attached to the open shield machine 1 and has a wide structure that extends 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の後部側壁板2aより一段内側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, in which a side earth and sand intrusion prevention plate 21 is provided with a mounting receiving plate 20 located one step inside from the rear side wall plate 2a of the front part 2, and By fixing the front end to the mounting receiving plate 20, the front end 2 is provided so as not to protrude beyond the outer peripheral surface of the side wall plate 2a.

また、テール部3の前部で前記左右側壁板と底板がフロント部よりも縮径した部分の後方でテール部3の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。 A recess 23 is formed in the front part of the tail part 3 at the outer periphery of the part where the diameter of the tail part 3 is not reduced behind the part where the left and right side wall plates and the bottom plate are reduced in diameter from the front part. The thickness of the side earth and sand intrusion prevention plate 21 was received.

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 manner, the side earth and sand intrusion prevention plate 21 is flush with the side wall plate 2a of the front portion 2 and flush with the tail portion 3 as shown in FIG. 4, and the side of the open shield machine 1 is flat. It will be.

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、前方の機体の後部に後方の機体の前方の機体より左右側壁板と底板が縮径した前部が嵌入して、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 fuselage into a plurality of parts in the front-rear direction, and the front part in which the left and right side wall plates and the bottom plate are reduced in diameter from the front body of the rear body is fitted into the rear part of the front body . By providing the side earth and sand intrusion prevention plate 21 for fitting with a gap, that is, loosely fitting and making it bendable at the mutual fitting portion, intrusion of earth and sand can be prevented.

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 plan view showing a first embodiment of the open shield machine of the present 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。FIG. 2 is an enlarged plan view of a main part showing the first embodiment of the open shield machine of the present 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 plan view showing a second embodiment of the open shield machine of the present 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 an important section showing a second embodiment of the open shield machine of the present 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 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 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 construction 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 construction 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 construction 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 construction 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 ... Center folding jack 5 ... Shield jack 6 ... Movable split blade opening 7 ... Side earth plate 8 ... Concrete Box 9 ... Strut 10 ... Press bar 11 ... Starting pit 12 ... Excavator 13 ... Destination pit 14 ... Dump 15 ... Grout machine 16 ... Center bending part 17 ... Jack part 18 ... Box hanging part 19 ... Slide jack 20 ... Mounting support plate 21 ... Side for preventing intrusion of side earth and sand 22 ... Circular arc 23 ... Recess

Claims (3)

全体が左右の側壁板とこれら側壁板と同程度の長さでその間を連結する底板とからなる前面、後面及び上面を開口したシールド機で、機体を前後方向で、左右の側壁板と底板とからなるフロント部と左右の側壁板と底板とからなるテール部に分割し、左右側壁板と底板からなるフロント部の後部に、左右側壁板と底板からなるテール部の左右側壁板と底板がフロント部よりも縮径したテール部前部を嵌入させ、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、鉄板による側方土砂侵入防止板の前端が、フロント部の左右の側壁板の後部に固定されて、テール部の縮径した前部側方部を覆い、テール部のフロント部と同径まで拡幅している延長方向中間部から後部まで達するように延長した、側方土砂侵入防止板を中折れ部の開口を覆うように設けたことを特徴とするオープンシールド機。 Across the left and right side wall plates and these side walls and front consisting of a bottom plate for connecting therebetween with similar length, rear and top opening in the shield machine, in the longitudinal direction of the machine body, and left and right side walls and bottom plates the front section and divides the tail portion ing from the side wall and bottom plates of the left and right made of, to the rear of the front portion consisting of the left and right side walls and bottom plates, left and right side walls and bottom plates of the tail portion consisting of the left and right side walls and the bottom plate The front part of the tail part, which is smaller in diameter than the front part, was fitted, and a center-folding jack was provided on the front part toward the rear to form a center-bend part that allowed the front part and tail part to bend at the mutual fitting part. in the open shield machine, the center-folding unit out side, the front end of the lateral soil intrusion prevention plate according steel plate, is fixed to the rear of the left and right side wall plates of the front portion, diameter of the tail portion and the front side part And the front part of the tail part Extending from the extension direction intermediate portion that is widened to size so as to reach the rear, open shield machine, characterized in that provided so as to cover the opening of the center-folding portion lateral soil intrusion prevention plate. 側方土砂侵入防止板は、フロント部後部側壁板外面より一段内側に位置する取付受板を突設し、この取付受板に鉄板による側方土砂侵入防止板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 sediment intrusion prevention plate is provided with a mounting plate protruding from the outer surface of the front rear side wall plate one step inside, and the front end of the side sediment intrusion prevention plate made of iron plate is fixed to this mounting reception plate. The open shield machine according to claim 1, wherein the open shield machine can be provided without protruding from the outer peripheral surface of the side wall. フロント部の後部に嵌入するテール部の左右側壁板と底板がフロント部よりも縮径した前部側方部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 a front side portion, in which a right and left side wall plate and a bottom plate of a tail portion fitted into a rear portion of the front portion are smaller in diameter than the front portion, has an arc in the front- rear direction.
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