JPH05302493A - Shield excavator - Google Patents

Shield excavator

Info

Publication number
JPH05302493A
JPH05302493A JP12976392A JP12976392A JPH05302493A JP H05302493 A JPH05302493 A JP H05302493A JP 12976392 A JP12976392 A JP 12976392A JP 12976392 A JP12976392 A JP 12976392A JP H05302493 A JPH05302493 A JP H05302493A
Authority
JP
Japan
Prior art keywords
garter
shield machine
shaft
tail plate
cylindrical
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
JP12976392A
Other languages
Japanese (ja)
Inventor
Kenichi Kaneko
研一 金子
Toshihiko Bessho
俊彦 別所
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 JP12976392A priority Critical patent/JPH05302493A/en
Publication of JPH05302493A publication Critical patent/JPH05302493A/en
Pending legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE:To reduce the size of a shaft, and to enable excavation to be easily carried out even in a narrow site by constituting a rotary cutter so as to be slidable and by making a hood and a tail plate slidable with regard to a girder. CONSTITUTION:A shield excavator is provided with a cylindrical garter 2 for protecting the interior against earth pressure, and a rotary cutter 3 that is slidable in the axial direction of the garter 2 and also rotatable. A cylindrical independent hood 4 is slidably, externally fitted on the front part of the garter 2, and also a cylindrical independent tail plate 5 is slidably, externally fitted on the rear part of the garter 2. It is so contrived that the overall length of the shield excavator 1 can be extended or shortened by stretching or contracting a slide jack 34. According to the cases where it is slung in or it is used for excavation, the overall length of the excavator 1 can be freely adjusted. Thus, the size of a shaft can be reduced.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明はシールド掘進機に関す
る。
FIELD OF THE INVENTION The present invention relates to a shield machine.

【0002】[0002]

【従来の技術】シールド掘進機は種々存在するが、基本
的に筒状の剛性殻と、切羽の掘削手段と、シールド掘進
機の推進手段を備えている点で共通する。この種のシー
ルド掘進機は発進立坑内に吊り込まれ到達立坑へ向けて
掘進しつつ、シールド内部で覆工作業をしながらトンネ
ルの全長を延長している。ところでシールド掘進機の掘
進に際しては、シールド掘進機の吊込後、立坑内の掘進
方向に位置する側面(鏡)をトンネル形に合わせて切断
すると共に、さらシールド掘進機の後部側の側面には厚
壁の支圧壁を構築したり仮支保工を組み立てている。そ
のため、発進立坑の内空寸法は、シールド掘進機の全長
分の他に、シールド掘進機の前後に発進坑口や鏡切断の
ための作業空間と、反力部材である支圧壁や仮支保工の
設置分を加えた分だけ必要となる。
2. Description of the Related Art There are various shield excavators, but they are common in that they basically have a cylindrical rigid shell, a face excavating means, and a shield excavating means. This type of shield machine is suspended in the starting shaft and excavating toward the reaching shaft, while extending the entire length of the tunnel while lining work inside the shield. By the way, when excavating the shield machine, after hanging the shield machine, the side surface (mirror) located in the excavation direction in the shaft is cut in accordance with the tunnel shape, and the side surface on the rear side of the shield machine is further cut. He is constructing thick bearing walls and assembling temporary supports. Therefore, in addition to the total length of the shield machine, the starter shaft's inner space dimensions include the work space for starting the well hole and mirror cutting in front of and behind the shield machine, and the bearing wall and temporary support work as reaction force members. It is necessary to add only the installed amount.

【0003】[0003]

【発明が解決しようとする問題点】都市部の幹線道路下
の利用は各種の埋設物で飽和状態に近く、このため新規
の埋設工事は地下深部を対象に行なうか、或いはこれま
で施工条件が悪く対象とされていなかった場所に計画せ
ざるを得ない。特に、近隣に既設構造物が存在して所望
の発進立坑を構築できないような悪条件の現場にあって
は、構築可能な立坑の寸法に合わせた小型のシールド掘
進機を製作しなければならず、またシールド径が発進立
坑の内空寸法に影響を受けるといった不都合がある。ま
た、単にシールド掘進機の全長を短くするだけなら例え
ばテールプレートを短く設計することを考えられるが、
テールプレートを短く設計すると覆工作業に悪影響を及
ぼすから、実現性に乏しい。
[Problems to be Solved by the Invention] Utilization under a main road in an urban area is almost saturated with various kinds of buried objects. Therefore, new buried works should be carried out in deep underground, or the construction conditions have been up to now. There is no choice but to plan in places that were not badly targeted. In particular, in the case of adverse conditions where existing structures exist in the neighborhood and the desired starting shaft cannot be constructed, a small shield machine corresponding to the size of the vertical shaft that can be constructed must be manufactured. In addition, there is a disadvantage that the shield diameter is affected by the inner space size of the starting shaft. Also, if you simply shorten the overall length of the shield machine, you can consider designing the tail plate short, for example.
If the tail plate is designed to be short, it will adversely affect the lining work, so it is not feasible.

【0004】[0004]

【本発明の目的】本発明は以上の点に鑑みて成されたも
ので、その目的とするところは、これまで施工が困難と
されてきた悪条件の現場に最適なシールド掘進機を提供
することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and an object of the present invention is to provide a shield machine which is most suitable for a site of adverse conditions which has been difficult to construct. Especially.

【0005】[0005]

【問題点を解決するための手段】すなわち、本発明は土
圧に対抗して内部を保護する筒状のガータと、ガータの
前面に位置し、ガータに対して軸方向のスライド可能で
かつ回転可能な回転カッタと、ガータの前部にスライド
自在に外装した筒状の独立したフードと、ガータの後部
にスライド自在に外装した筒状の独立したテールプレー
トとを備えた、シールド掘進機である。
[Means for Solving the Problems] That is, according to the present invention, a cylindrical garter which protects the interior against earth pressure and a front territory of the garter are slidable and rotatable in the axial direction with respect to the garter. It is a shield machine equipped with a rotatable cutter, a cylindrical independent hood slidably mounted on the front part of the garter, and a cylindrical independent tail plate slidably mounted on the rear part of the garter. ..

【0006】[0006]

【実施例1】以下図面を参照しながら本発明の実施例に
ついて説明する。
Embodiment 1 An embodiment of the present invention will be described below with reference to the drawings.

【0007】<イ>シールド掘進機 図1に本発明で使用するシールド掘進機1の一例を示
す。シールド掘進機1は筒状のガータ2と、ガータ2の
前部に位置し、軸方向にスライド自在の回転カッタ3
と、ガータ2の前端部側に外装され、軸方向にスライド
自在のフード4と、ガータ2の後部側に外装され、軸方
向にスライド自在のテールプレート5とにより構成され
る。本発明のシールド掘進機1は全長を伸縮できるよう
に構成したことを特徴の一つとする。
<A> Shield excavator FIG. 1 shows an example of the shield excavator 1 used in the present invention. The shield machine 1 is a cylindrical gutter 2 and a rotary cutter 3 which is located in front of the gutter 2 and is slidable in the axial direction.
And a hood 4 which is mounted on the front end side of the garter 2 and is slidable in the axial direction, and a tail plate 5 which is mounted on the rear side of the garter 2 and is slidable in the axial direction. One of the features of the shield machine 1 of the present invention is that it can be expanded and contracted over its entire length.

【0008】<ロ>ガータ ガータ2は従来と同様に剛性の殻体で、内部に複数のシ
ールドジャッキ21や図示しないエレクタ装置等を装備
している。
<B> Garter The garter 2 is a rigid shell similar to the conventional one, and is equipped with a plurality of shield jacks 21 and an unillustrated erector device inside.

【0009】<ハ>回転カッタ 回転カッタ3は前面に複数のビット31を有し、その中
心に支軸32が連結されている。回転カッタ3は支軸3
2をガータ2の隔壁22に配設された軸受23により回
転と軸方向のスライドを許容する状態で支持されてい
る。回転カッタ3の回転はガータ2内に配備した駆動モ
ータ33により与えられる。 また回転カッタ3が軸方
向のスライドを許容するためには、支軸32の後部とガ
ータ2との間にスライドジャッキ34が配設されてい
る。また回転カッタ3のスライドを許容したまま回転を
伝える機構としては、支軸32の外周面にキー状の歯を
等ピッチで設け、駆動モータ33からの回転力を支軸3
2に伝える回転盤35のボスにこれと嵌まり合う溝を設
けた、スプラインやセレーション等を採用できる。尚、
スライドジャッキ34をを省略し、単に支軸32を押し
出すように構成する場合もある。
<C> Rotary Cutter The rotary cutter 3 has a plurality of bits 31 on its front surface, and a spindle 32 is connected to the center thereof. Rotating cutter 3 is spindle 3
The bearing 2 is supported by a bearing 23 arranged in the partition wall 22 of the garter 2 so as to allow rotation and sliding in the axial direction. The rotation of the rotary cutter 3 is given by a drive motor 33 provided in the garter 2. In order to allow the rotary cutter 3 to slide in the axial direction, a slide jack 34 is provided between the rear portion of the support shaft 32 and the garter 2. As a mechanism for transmitting rotation while allowing the rotation cutter 3 to slide, key teeth are provided on the outer peripheral surface of the support shaft 32 at equal pitches, and the rotational force from the drive motor 33 is applied to the support shaft 3.
It is possible to employ splines, serrations, etc., in which the boss of the turntable 35 transmitted to the gear 2 is provided with a groove to be fitted therein. still,
The slide jack 34 may be omitted and the support shaft 32 may be simply pushed out.

【0010】<ニ>フード フード4はガータ2より大径の筒体で、回転カッタ3の
伸長により発生する回転カッタ3とガータ2の前部との
間の空間を覆うための筒体である。フード4は発進立坑
内に吊り込むときはガータ2の前端面より前方に突出し
ないようにガータ2内に格納されていて、掘進時はガー
タ2の前方の延長方向に向けて突出した状態で固定され
る。
<D> Hood The hood 4 is a cylindrical body having a diameter larger than that of the garter 2, and is a cylindrical body for covering the space between the rotary cutter 3 and the front part of the garter 2 generated by the extension of the rotary cutter 3. .. The hood 4 is stored in the garter 2 so as not to project forward from the front end face of the garter 2 when suspended in the starting vertical shaft, and fixed in a state in which it projects toward the extension direction in front of the garter 2 when digging. To be done.

【0011】<ホ>テールプレート テールプレート5はガータ2より大径の筒体である。テ
ールプレート5もフード4と同様に、発進立坑内に吊り
込むときはガータ2の後端面より後方に突出しないよう
にガータ2内に格納されていて、掘進時はガータ2の後
方の延長方向に向けて突出した状態で固定される。
<E> Tail Plate The tail plate 5 is a cylinder having a diameter larger than that of the garter 2. Like the hood 4, the tail plate 5 is also housed in the garter 2 so that it does not project rearward from the rear end face of the garter 2 when suspended in the starting shaft, and in the extension direction behind the garter 2 when digging. It is fixed in the state of protruding toward.

【0012】[0012]

【作用】つぎにシールド掘進機1の使用方法について説
明する。
Next, a method of using the shield machine 1 will be described.

【0013】<イ>吊込時 発進立坑を構築したら、図1に示すように収縮状態のシ
ールド掘進機1を立坑内に吊り込む。すなわち、シール
ド掘進機1のスライドジャッキ34を伸長して回転カッ
タ3をガータ2側に引き寄せ、またフード4やテールプ
レート5はガータ2内に格納しておく。
<B> Suspend When the starting shaft is constructed, the shield machine 1 in the contracted state is suspended in the shaft as shown in FIG. That is, the slide jack 34 of the shield machine 1 is extended to draw the rotary cutter 3 toward the garter 2, and the hood 4 and the tail plate 5 are stored in the garter 2.

【0014】<ロ>鏡切断、仮支保工 つぎに従来と同様に立坑の鏡を切断すると共に、シール
ド掘進機1の後部側に仮支保工を組み立てたり支圧壁を
構築する。シールド掘進機1が収縮状態であるから、シ
ールド掘進機1の前後の空間を有効に活用してこれらの
作業を行うことができる。
<B> Mirror Cutting, Temporary Supporting Work Next, the mirror of the vertical shaft is cut in the same manner as in the prior art, and the temporary supporting work is assembled on the rear side of the shield machine 1 to construct a bearing wall. Since the shield machine 1 is in the contracted state, the work can be performed by effectively utilizing the space in front of and behind the shield machine 1.

【0015】<ハ>シールド掘進機の伸長 掘進準備が整ったら、図2に示すようにスライドジャッ
キ34を収縮操作して回転カッタ3を前方に押し出す。
さらにフード4も前方にスライドさせて、回転カッタ3
とガータ2の間を遮蔽する。ガータ2のスライド手段と
しては、立坑内に別途のジャッキを配備し、このジャッ
キの押し出し力を利用することができる。フード4を押
し出したら、フード4とガータ2の重合部をボルト止め
や溶接により固定する。
<C> Extending the shield machine When the preparation is completed, the slide jack 34 is contracted to push the rotary cutter 3 forward as shown in FIG.
Furthermore, slide the hood 4 forward as well, and rotate the cutter 3.
And between the gata 2 are shielded. As a sliding means of the garter 2, a separate jack is provided in the shaft and the pushing force of this jack can be used. After the hood 4 is pushed out, the overlapping portion of the hood 4 and the garter 2 is fixed by bolting or welding.

【0016】<ニ>掘進 シールドジャッキ21を伸長操作して立坑内の仮支保工
や支圧壁から反力を得て掘進を開始する。シールド掘進
機1がテールプレート5の伸長可能な距離だけ掘進した
ら、テールプレート5を後方へ押し出してシールド掘進
機1の全長をさらに伸長する。テールプレート5のスラ
イド手段としては別途のジャッキで押し出したり、或い
はテールプレート5を立坑内に残した状態で、シールド
掘進機1のみを掘進させて、結果的にテールプレート5
が押し出されるようにしてもよい。テールプレート5を
ガータ2から引き出したら、テールプレート5とガータ
2の重合部をボルトや溶接により固定する。最後に、テ
ールプレート5の内側にテールシール51を取り付け
る。これにより、立坑の内空寸法より大きなシールド掘
進機1を形成する。
<D> Excavation The shield jack 21 is extended to obtain a reaction force from the temporary support work and bearing wall in the shaft to start excavation. When the shield machine 1 has dug a distance that allows the tail plate 5 to extend, the tail plate 5 is pushed rearward to further extend the entire length of the shield machine 1. As a sliding means of the tail plate 5, it is pushed out by a separate jack, or only the shield machine 1 is dug with the tail plate 5 left in the shaft, resulting in the tail plate 5
May be extruded. After pulling out the tail plate 5 from the garter 2, the tail plate 5 and the overlapping portion of the garter 2 are fixed by bolts or welding. Finally, the tail seal 51 is attached to the inside of the tail plate 5. Thereby, the shield machine 1 having a size larger than the inner space of the shaft is formed.

【0017】<ホ>発進 つきにシールド掘進機1のテールプレート5の内側にセ
グメント6を組み立てながら掘進を続ける。
<E> While starting, the excavation is continued while the segment 6 is assembled inside the tail plate 5 of the shield machine 1.

【0018】[0018]

【実施例2】前記実施例はシールド掘進機1を発進立坑
から発進させる場合について説明したが図3に示すよう
に既設トンネル7内から発進する場合にも適用できる。
[Embodiment 2] In the above embodiment, the case where the shield machine 1 is started from the starting shaft is explained, but it is also applicable to the case where the shield machine 1 is started from inside the existing tunnel 7 as shown in FIG.

【0019】[0019]

【実施例3】掘進を完了したら回転カッタ3やフード4
及びテールプレート5を格納してシールド掘進機1の機
長を短くすれば、到達立坑も小さくて済む。
[Third Embodiment] The rotary cutter 3 and the hood 4 when the excavation is completed.
If the tail plate 5 is stored and the length of the shield machine 1 is shortened, the reaching shaft can be made small.

【0020】[0020]

【発明の効果】本発明は以上説明したようにシールド掘
進機の全長を調節できることから次のような効果を得る
ことができる。
As described above, according to the present invention, since the total length of the shield machine can be adjusted, the following effects can be obtained.

【0021】<イ> 立坑が小さくて済むため、用地の
狭い現場での施工が可能となり、ルートの選定が楽にな
る。 さらに、用地の取得費用や立坑の構築費用の低減が図れ
ると共に、立坑の構築期間を短縮できる。
<B> Since the vertical shaft is small, construction can be performed on site with a small site, and route selection becomes easy. Furthermore, the acquisition cost of the site and the construction cost of the shaft can be reduced, and the construction period of the shaft can be shortened.

【0022】<ロ> 現地組み立てを必要としない小口
径シールド掘進機の場合、機長が短いからトラック運搬
が容易となる。
<B> In the case of a small-diameter shield machine which does not require on-site assembly, the length of the machine is short, so that truck transportation is easy.

【0023】<ハ> 既設のトンネル内からの発進が可
能となるから、立坑は不要となる。
<C> Since it is possible to start from within the existing tunnel, the vertical shaft becomes unnecessary.

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

【図1】 本発明に係るシールド掘進機の収縮時の説明
FIG. 1 is an explanatory view of a shield machine according to the present invention when contracted.

【図2】 シールド掘進機の伸長時の説明図FIG. 2 is an explanatory view when the shield machine is extended.

【図3】 シールド掘進機を既設トンネル内から発進す
る実施例2の説明図
FIG. 3 is an explanatory diagram of a second embodiment in which a shield machine is started from within an existing tunnel.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 土圧に対抗して内部を保護する筒状の
ガータと、 ガータの前面に位置し、ガータに対して軸方向のスライ
ド可能でかつ回転可能な回転カッタと、 ガータの前部にスライド自在に外装した筒状の独立した
フードと、 ガータの後部にスライド自在に外装した筒状の独立した
テールプレートとを備えた、 シールド掘進機。
1. A cylindrical garter which protects the interior against earth pressure, a rotary cutter which is located in front of the garter and is axially slidable and rotatable with respect to the garter, and a front part of the garter. A shield machine with a cylindrical independent hood that is slidably mounted on the inside and a cylindrical independent tail plate that is slidably mounted on the rear of the garter.
JP12976392A 1992-04-24 1992-04-24 Shield excavator Pending JPH05302493A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12976392A JPH05302493A (en) 1992-04-24 1992-04-24 Shield excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12976392A JPH05302493A (en) 1992-04-24 1992-04-24 Shield excavator

Publications (1)

Publication Number Publication Date
JPH05302493A true JPH05302493A (en) 1993-11-16

Family

ID=15017603

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12976392A Pending JPH05302493A (en) 1992-04-24 1992-04-24 Shield excavator

Country Status (1)

Country Link
JP (1) JPH05302493A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009203736A (en) * 2008-02-28 2009-09-10 Okumura Corp Shield machine
JP2009203733A (en) * 2008-02-28 2009-09-10 Okumura Corp Shield machine
JP2009203732A (en) * 2008-02-28 2009-09-10 Okumura Corp Shield machine and excavation unit recovery method for shield machine
CN102337899A (en) * 2011-08-30 2012-02-01 中国铁建重工集团有限公司 Direction-adjusting device for open-type full-section hard rock tunneling machine

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009203736A (en) * 2008-02-28 2009-09-10 Okumura Corp Shield machine
JP2009203733A (en) * 2008-02-28 2009-09-10 Okumura Corp Shield machine
JP2009203732A (en) * 2008-02-28 2009-09-10 Okumura Corp Shield machine and excavation unit recovery method for shield machine
CN102337899A (en) * 2011-08-30 2012-02-01 中国铁建重工集团有限公司 Direction-adjusting device for open-type full-section hard rock tunneling machine

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