JPH0711890A - Shielding machine - Google Patents
Shielding machineInfo
- Publication number
- JPH0711890A JPH0711890A JP15533493A JP15533493A JPH0711890A JP H0711890 A JPH0711890 A JP H0711890A JP 15533493 A JP15533493 A JP 15533493A JP 15533493 A JP15533493 A JP 15533493A JP H0711890 A JPH0711890 A JP H0711890A
- Authority
- JP
- Japan
- Prior art keywords
- sand
- soil
- skin plate
- screw conveyor
- path
- 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
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、シールド工法に用いる
カッタディスクを備えないで機体を押出すことによりス
キンプレートの前面に形成した開口部から掘削した土砂
を機内に取込むいわゆるブラインド式のシールド機に関
する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a so-called blind type shield which takes in the earth and sand excavated from the opening formed in the front surface of the skin plate into the machine by extruding the machine body without the cutter disk used in the shield construction method. Regarding the machine.
【0002】[0002]
【従来の技術】先ず、従来のブラインド式シールド機を
説明する。2. Description of the Related Art First, a conventional blind type shield machine will be described.
【0003】図5及び図6において、円筒形のスキンプ
レート1の前面板2には、長方形の開口部3が形成さ
れ、このスキンプレート1に設けたシールドジャッキ4
を既設セグメントSに反力を取って伸長し、スキンプレ
ート1を押し出すことにより地山Gを掘削し、掘削した
土砂を矢印Aで示すように、開口部3から機内に取込
み、坑外に搬出して処理を行っている。In FIGS. 5 and 6, a rectangular opening 3 is formed in a front plate 2 of a cylindrical skin plate 1, and a shield jack 4 provided in the skin plate 1 is formed.
Of the existing segment S is extended by taking a reaction force, and the skin plate 1 is pushed out to excavate the natural ground G, and the excavated earth and sand is taken into the aircraft through the opening 3 as shown by an arrow A, and is carried out to the outside of the mine. And then processing.
【0004】[0004]
【発明が解決しようとする課題】上記のシールド機にお
いては、坑外への土砂の搬出及び土捨て場までの搬送に
多くの手間及び費用を要するという問題がある。The shield machine described above has a problem that it takes a lot of time and money to carry out the earth and sand to the outside of the mine and to convey it to the earth dumping site.
【0005】本発明は、掘削した土砂の坑外への搬出量
を減少させるシールド機を提供することを目的としてい
る。An object of the present invention is to provide a shield machine that reduces the amount of excavated earth and sand carried out of the mine.
【0006】[0006]
【課題を解決するための手段】本発明によれば、カッタ
ディスクを備えないで機体を押出すことによりスキンプ
レートの前面に形成した開口部から掘削した土砂を機内
に取込むシールド機において、前記スキンプレートを前
方に縮径するコーン状部を形成した内側スキンプレート
と、該内側スキンプレート外側の外側スキンプレートと
で二重に構成し、これら両スキンプレートの間に掘削し
た土砂の移送通路を形成すると共に、該移送通路に移送
手段を設けている。According to the present invention, there is provided a shield machine for taking in the earth and sand excavated from the opening formed in the front surface of the skin plate into the machine by extruding the machine body without the cutter disk. The skin plate is dually configured with an inner skin plate having a cone-shaped portion for reducing the diameter forward and an outer skin plate on the outer side of the inner skin plate, and a transfer path for excavated earth and sand is formed between these skin plates. In addition to being formed, a transfer means is provided in the transfer passage.
【0007】上記移送手段は、スクリューコンベアやリ
ボンスクリューで構成するのが好ましい。It is preferable that the transfer means is constituted by a screw conveyor or a ribbon screw.
【0008】[0008]
【作用】上記のように構成されたシールド機においてス
キンプレートの前進により掘削された土砂の大部分は、
移送通路に押込まれ、スクリューコンベアに移送されて
該通路を通過する間に高密度化されて地山と既設セグメ
ントとの間に充填される。したがって、坑外への搬出量
が減少される。In the shield machine constructed as described above, most of the earth and sand excavated by advancing the skin plate are
It is pushed into the transfer passage, transferred to the screw conveyor, densified while passing through the passage, and filled between the ground and the existing segment. Therefore, the carry-out amount to the outside of the mine is reduced.
【0009】[0009]
【実施例】以下図面を参照して本発明の実施例を説明す
る。Embodiments of the present invention will be described below with reference to the drawings.
【0010】図1及び図2において、内側スキンプレー
ト10には、前方に縮径するコーン状部11が形成さ
れ、その軸線上には、機内取込用のスクリューコンベア
12が設けられている。しかし、このスクリューコンベ
ア12は必須のものではなく省いてもよい。1 and 2, the inner skin plate 10 is formed with a cone-shaped portion 11 whose diameter is reduced forward, and a screw conveyor 12 for taking in the machine is provided on the axis of the cone-shaped portion 11. However, the screw conveyor 12 is not essential and may be omitted.
【0011】その内側スキンプレート10の外側には、
外側スキンプレート13が設けられてる。この外側スキ
ンプレート13の外径は、後記する高密度層Dの外径に
略等しく形成され、両スキンプレート10、13により
後方に向けて断面積が縮小する移送通路Pが形成されて
いる。その移送通路Pの後端の断面積は、移送通路Pの
前端の断面積より小さく形成されている。そして、移送
通路Pには、移送手段である複数(図示の例では4個)
のスクリューコンベア14が設けられている。On the outside of the inner skin plate 10,
An outer skin plate 13 is provided. The outer diameter of the outer skin plate 13 is formed to be substantially equal to the outer diameter of the high-density layer D, which will be described later, and the skin plates 10 and 13 form a transfer passage P whose cross-sectional area decreases toward the rear. The cross-sectional area of the rear end of the transfer passage P is smaller than the cross-sectional area of the front end of the transfer passage P. A plurality of transfer means (four in the illustrated example) are provided in the transfer passage P.
The screw conveyor 14 is provided.
【0012】次に作用について説明する。Next, the operation will be described.
【0013】シールドジャッキ4を伸長し両スキンプレ
ート10、13を押し進めて掘進すると、掘削された土
砂の一部は、スクリューコンベア12により機内に取込
まれる。そして、大部分の土砂は、コーン状部11にガ
イドされて矢印Bのように、移送通路Pに押込まれるス
クリューコンベア14で移送される。この通路Pの後端
すなわち出口部の断面積は通路Pの前端すなわち入口部
の断面積より充分に小さいので、土砂は移送通路Pを通
過する間に高密度化された後、既設セグメントSと地山
Gとの間に充填され、高密度層Dが形成される。When the shield jack 4 is extended and both skin plates 10 and 13 are pushed forward for excavation, a part of the excavated earth and sand is taken into the machine by the screw conveyor 12. Then, most of the earth and sand is guided by the cone-shaped portion 11 and is transferred by the screw conveyor 14 that is pushed into the transfer path P as shown by an arrow B. Since the cross-sectional area of the rear end of the passage P, that is, the outlet portion is sufficiently smaller than the cross-sectional area of the front end of the passage P, that is, the inlet portion, the sediment is densified while passing through the transfer passage P, and then the existing segment S It is filled with the natural ground G to form a high-density layer D.
【0014】図3及び図4は本発明の別の実施例を示
し、内側スキンプレート10の後縁と外側スキンプレー
ト20の後縁とを後面板22で接続し、外側スキンプレ
ート20の前縁とスクリューコンベア12の筒部前縁と
を凹面状の前面板21で接続し、その前面板21と後面
板22との間に、軸線を含む面が前方に縮径するコーン
面をなすように複数(図示の例では8個)のパイプで形
成された移送通路P1を設け、その移送通路P1にスク
リューコンベア23を設けた例である。したがって、移
送通路P1の半径方向内面により、実質的にコーン状部
が形成されている。この実施例では、掘削された土砂の
一部は凹面状の前面板21にガイドされ矢印Bのように
移送通路P1に押し込まれスクリューコンベア23で移
送される。そして、通路P1を通過する間に高密度化さ
れた後、既設セグメントSと地山Gとの間に充填され、
高密度層Dが形成される。3 and 4 show another embodiment of the present invention in which the rear edge of the inner skin plate 10 and the rear edge of the outer skin plate 20 are connected by a rear face plate 22, and the front edge of the outer skin plate 20 is connected. And the front edge of the cylinder portion of the screw conveyor 12 are connected by a concave front plate 21, and between the front plate 21 and the rear plate 22, a surface including an axis forms a cone surface that reduces in diameter forward. In this example, a plurality of (eight in the illustrated example) transfer passages P1 formed of pipes are provided, and a screw conveyor 23 is provided in the transfer passages P1. Therefore, the inner surface in the radial direction of the transfer passage P1 substantially forms a cone-shaped portion. In this embodiment, part of the excavated earth and sand is guided by the concave front plate 21 and pushed into the transfer passage P1 as indicated by an arrow B, and is transferred by the screw conveyor 23. Then, after being densified while passing through the passage P1, it is filled between the existing segment S and the ground G,
The high density layer D is formed.
【0015】[0015]
【発明の効果】本発明は、以上説明したように構成され
ているので、掘削した土砂の大部分を高密度化して地山
とセグメントとの間に充填し、坑外への搬出量を減少す
ることができる。EFFECTS OF THE INVENTION Since the present invention is constructed as described above, most of excavated earth and sand is densified and filled between the ground and the segment to reduce the amount of material carried out to the outside of the mine. can do.
【図1】本発明の一実施例を示す側断面図。FIG. 1 is a side sectional view showing an embodiment of the present invention.
【図2】図1の正面図。FIG. 2 is a front view of FIG.
【図3】本発明の別の実施例を示す側断面図。FIG. 3 is a side sectional view showing another embodiment of the present invention.
【図4】図3の正面図。FIG. 4 is a front view of FIG.
【図5】従来のブラインド式シールド機を示す側断面
図。FIG. 5 is a side sectional view showing a conventional blind type shield machine.
【図6】図5の正面図。6 is a front view of FIG.
D・・・高密度層 G・・・地山 P、P1・・・移送通路 S・・・セグメント 1・・・スキンプレート 2・・・前面板 3・・・開口部 4・・・シールドジャッキ 10・・・内側スキンプレート 11・・・コーン状部 12・・・スクリューコンベア 13、20・・・外側スキンプレート 14、23・・・スクリューコンベア 21・・・前面板 22・・・後面板 D: High density layer G: Ground P, P1 ... Transfer passage S ... Segment 1 ... Skin plate 2 ... Front plate 3 ... Opening 4 ... Shield jack 10 ... Inner skin plate 11 ... Cone-shaped part 12 ... Screw conveyor 13, 20 ... Outer skin plate 14, 23 ... Screw conveyor 21 ... Front plate 22 ... Rear plate
Claims (1)
すことによりスキンプレートの前面に形成した開口部か
ら掘削した土砂を機内に取込むシールド機において、前
記スキンプレートを前方に縮径するコーン状部を形成し
た内側スキンプレートと、該内側スキンプレート外側の
外側スキンプレートとで二重に構成し、これら両スキン
プレートの間に掘削した土砂の移送通路を形成すると共
に、該移送通路に移送手段を設けたことを特徴とするシ
ールド機。1. A shield machine for taking in earth and sand excavated from an opening formed in a front surface of a skin plate into the machine by extruding the machine body without a cutter disk, and a cone-like shape for reducing the diameter of the skin plate forward. The inner skin plate having a portion formed therein and the outer skin plate outside the inner skin plate are doubled to form a transfer path for excavated earth and sand between these skin plates, and transfer means is provided in the transfer path. A shield machine characterized by the provision of.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15533493A JPH0711890A (en) | 1993-06-25 | 1993-06-25 | Shielding machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15533493A JPH0711890A (en) | 1993-06-25 | 1993-06-25 | Shielding machine |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0711890A true JPH0711890A (en) | 1995-01-13 |
Family
ID=15603625
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15533493A Pending JPH0711890A (en) | 1993-06-25 | 1993-06-25 | Shielding machine |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0711890A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4941970A (en) * | 1972-04-10 | 1974-04-19 | ||
JPS6410894A (en) * | 1987-06-30 | 1989-01-13 | Nitto Koji Kk | Burying propulsion correcting method and device for propulsive pipe for burying hume pipe |
JPH04213694A (en) * | 1990-12-12 | 1992-08-04 | Kido Kensetsu Kogyo Kk | Jacking method of buried pipe without earth removal |
-
1993
- 1993-06-25 JP JP15533493A patent/JPH0711890A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4941970A (en) * | 1972-04-10 | 1974-04-19 | ||
JPS6410894A (en) * | 1987-06-30 | 1989-01-13 | Nitto Koji Kk | Burying propulsion correcting method and device for propulsive pipe for burying hume pipe |
JPH04213694A (en) * | 1990-12-12 | 1992-08-04 | Kido Kensetsu Kogyo Kk | Jacking method of buried pipe without earth removal |
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