JP2001182476A - Entrance seal device for drift excavation machine - Google Patents
Entrance seal device for drift excavation machineInfo
- Publication number
- JP2001182476A JP2001182476A JP36776499A JP36776499A JP2001182476A JP 2001182476 A JP2001182476 A JP 2001182476A JP 36776499 A JP36776499 A JP 36776499A JP 36776499 A JP36776499 A JP 36776499A JP 2001182476 A JP2001182476 A JP 2001182476A
- Authority
- JP
- Japan
- Prior art keywords
- annular seal
- brush
- stage
- seal plate
- plate
- 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.)
- Granted
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、配線パイプや下水
道パイプを地中埋設するための横坑道を掘進機で掘削す
る際に使用されるエントランスシール装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an entrance seal device used for excavating a horizontal tunnel for burying a wiring pipe or a sewer pipe underground by an excavator.
【0002】[0002]
【従来の技術】従来の坑道掘進機用エントランスシール
装置は図1に示すように、先端部を内向きに突出するよ
うに環状に配置された環状シール板1と、先端部を内向
きに突出するように環状に配置された環状シールブラシ
2とを同芯円に配すると共に、環状シールブラシ2を環
状シール板1に重ね付けし、上記環状シールブラシ2と
環状シール板1とを柱状の掘進機3の周面に掘進方向へ
撓ませつつ環状に密接させ、よって横坑道の入口からの
泥水の漏出を防止している。2. Description of the Related Art As shown in FIG. 1, a conventional entrance seal device for a tunnel excavator has an annular seal plate 1 which is annularly disposed so as to protrude inward at a front end thereof, and protrudes inwardly at a front end. The annular seal brush 2 and the annular seal brush 2 are arranged concentrically, and the annular seal brush 2 is superimposed on the annular seal plate 1 so that the annular seal brush 2 and the annular seal plate 1 are columnar. The circumferential surface of the excavator 3 is bent in the excavation direction and is closely contacted in an annular shape, thereby preventing leakage of muddy water from the entrance of the horizontal shaft.
【0003】[0003]
【発明が解決しようとする課題】然るに上記坑道掘進機
用エントランスシール装置においては、図示のように、
環状シールブラシ2の先端部と環状シール板1の先端部
とが重なり合って撓み、環状シール板1の大部分が掘進
機3周面より離間し、同シール板1によるシール機能を
著しく減殺する問題を有している。However, in the entrance seal device for a tunnel excavator, as shown in the drawing,
The distal end of the annular seal brush 2 and the distal end of the annular seal plate 1 overlap and bend, causing most of the annular seal plate 1 to be separated from the peripheral surface of the excavator 3 and significantly reducing the sealing function of the seal plate 1. have.
【0004】又掘進機3による掘削が進んで、上記エン
トランスシール装置から掘進機の後端部が突出している
状態において上記環状シールブラシ1を保有するシール
ブラシユニット4を取り外し、坑道の出口側に設置され
ている環状シール板を保有するシール板ユニット5に組
み付け再使用する方法が採られているが、このような方
法を採る場合には上記の如く、環状シールブラシ2が環
状シール板1と掘進機3周面との間に強力に喰い込んで
しまうため、抜去し難くなる問題を有している。When the excavator 3 excavates and the rear end of the excavator protrudes from the entrance seal device, the seal brush unit 4 holding the annular seal brush 1 is removed, and the excavator 3 is moved to the exit side of the tunnel. Although a method of assembling and reusing the installed annular seal plate to the seal plate unit 5 having the installed annular seal plate has been adopted, when such a method is adopted, as described above, the annular seal brush 2 and the annular seal plate 1 There is a problem that it is difficult to remove the excavator because it bites into the excavator 3 circumferentially.
【0005】[0005]
【課題を解決するための手段】本発明は上記問題を適切
に解決して環状シール板と環状シールブラシによる夫々
のシール機構を適切に発揮させつつ、更に止水材による
シール機能をも付与し、よって健全なる止水機能が達成
できるようにした坑道掘進機用エントランスシール装置
を提供する。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems appropriately, and to properly exert the respective sealing mechanisms by the annular sealing plate and the annular sealing brush, and also to provide a sealing function by a waterproof material. Accordingly, there is provided an entrance seal device for a tunnel excavator capable of achieving a sound water stopping function.
【0006】その手段として、前段の上記環状シール板
の基端部と後段の上記環状シールブラシの基端部間にス
ペーサーを介在して上記環状シール板の先端部と環状シ
ールブラシの先端部とが前後に位置をずらして上記掘進
機周面への密接が図られるように配置すると共に、上記
スペーサーの介在によって上記前段環状シール板と後段
環状シールブラシ間に環状の止水材充填スペースを形成
した坑道掘進機用エントランスシール装置を構成したも
のである。As means for this, a spacer is interposed between the base end of the preceding annular seal plate and the base end of the subsequent annular seal brush, and the distal end of the annular seal plate and the distal end of the annular seal brush are interposed. Are arranged so as to be closely shifted to the peripheral surface of the excavator by shifting the position back and forth, and an annular waterproof material filling space is formed between the front annular seal plate and the rear annular seal brush by the spacer. Of the entrance seal device for a tunnel excavator.
【0007】これによって、前段環状シール板と後段環
状シールブラシによる個々のシール機能を適切に発揮さ
せることができると共に、環状シールブラシを保有する
ユニットの抜去が困難になる問題も解決し、更にこれら
両者の止水機能と共に、止水材充填スペースに充填した
止水材による止水機能とが加わり、相乗して高信頼の止
水目的が達成できる。As a result, the individual sealing functions of the front-stage annular seal plate and the rear-stage annular seal brush can be properly exerted, and the problem that the removal of the unit having the annular seal brush becomes difficult is solved. In addition to the water-stopping function of both, the water-stopping function of the water-stopping material filled in the water-stopping material filling space is added, so that a highly reliable water stopping purpose can be achieved synergistically.
【0008】更に上記後段環状シールブラシの掘進方向
後段に先端部を内向きに突出するように環状に配置され
た後段環状シール板を配して上記掘進機の周面に掘進方
向へ撓ませつつ環状に密接させると共に、上記後段環状
シール板の基端部と後段環状シールブラシの基端部間に
上記とは別のスペーサーを介在して上記後段環状シール
板の先端部と後段環状シールブラシの先端部とが前後に
位置をずらして上記密接が図られるように配置すると共
に、上記スペーサーの介在によって上記後段環状シール
板と後段環状シールブラシ間に上記とは別の環状の止水
材充填スペースを形成する。よって止水材充填スペース
を前後段に二段に亘って並設し、上記止水機能を更に向
上した。[0008] Further, a rear-stage annular seal plate is disposed at the rear end of the rear-stage annular seal brush so as to protrude inward at a rear end thereof in the excavation direction, and is bent toward the peripheral surface of the excavator in the excavation direction. Along with being in close contact with the ring, a spacer different from the above is interposed between the base end of the second-stage annular seal plate and the base end of the second-stage annular seal brush, and the distal end of the second-stage annular seal plate and the second-stage annular seal brush are interposed. The front end portion is arranged so that the position is shifted back and forth so that the close contact can be achieved, and the space between the rear-stage annular seal plate and the rear-stage annular seal brush is filled with another annular water-blocking material filling space by the spacer. To form Therefore, the water-stopping material filling space is arranged in two stages in the front and rear stages, and the water-stopping function is further improved.
【0009】上記スペーサーは例えば弾性を有するゴム
材から成る。The spacer is made of, for example, an elastic rubber material.
【0010】[0010]
【発明の実施の形態】以下本発明の実施の形態を図2乃
至図5に基づいて説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to FIGS.
【0011】図2乃至図4に示すように、第1リング板
6と第2リング板7間に前段環状シール板1の基端部
(外周端)をボルトナット等により締結し、同先端部
(内周端)を内向きにし、これを箱枠8の一端開口部端
面に第1リング板6を以て一体に取り付け、シール板ユ
ニット5を形成する。As shown in FIGS. 2 to 4, the proximal end (outer peripheral end) of the front annular seal plate 1 is fastened between the first ring plate 6 and the second ring plate 7 with a bolt nut or the like. (Inner peripheral end) is turned inward, and this is integrally attached to the end surface of one end opening portion of the box frame 8 with the first ring plate 6 to form the seal plate unit 5.
【0012】又は第1リング板6を用いずに箱枠8の周
囲後面板と第2リング板7間に前段環状シール板1の基
端部をボルトナットにより締結する。Alternatively, the base end of the front annular seal plate 1 is fastened between the rear plate around the box frame 8 and the second ring plate 7 without using the first ring plate 6 by means of bolts and nuts.
【0013】このシール板ユニット5は円筒形箱枠8の
上記環状シール板1とは反対の端部を以て、地山20の
掘削すべき横坑道の入口側壁面に取り付けられる。The seal plate unit 5 is attached to the entrance side wall of the horizontal tunnel to be excavated in the ground 20 with the end of the cylindrical box frame 8 opposite to the annular seal plate 1.
【0014】上記前段環状シール板1は図示のように、
厚肉の環状ゴム板1bに薄肉の環状合成樹脂板1aを重
ね合わせ、中央に柱状掘進機3の外径より小径の開口を
形成している。両者1a,1bは掘進機3の推進方向へ
強制的に拡口されつつ撓んで、薄肉の環状合成樹脂板1
aを掘進機3の周面に緊密に接触するように配置してい
る。この時薄肉の環状合成樹脂板1a(シール板)の先
端を厚肉の環状ゴム板1b(シール板)の先端より内方
へ突出せしめる。The front-stage annular sealing plate 1 is, as shown in FIG.
A thin annular synthetic resin plate 1a is superimposed on a thick annular rubber plate 1b, and an opening smaller in diameter than the outer diameter of the columnar excavator 3 is formed at the center. The two members 1a and 1b are bent while being forcibly widened in the direction of propulsion of the excavator 3, and the thin annular synthetic resin plate 1 is formed.
a is disposed so as to be in close contact with the peripheral surface of the excavator 3. At this time, the tip of the thin annular synthetic resin plate 1a (seal plate) is made to protrude inward from the tip of the thick annular rubber plate 1b (seal plate).
【0015】他方第3リング板13と第4リング板14
間に、前段環状シールブラシ2の基端部(外周端)と後
段環状シール板9の基端部(外周端)とを、第1スペー
サー10と第2スペーサー11と第3スペーサー12を
介してボルトにより締結したシールブラシユニット4を
形成する。On the other hand, a third ring plate 13 and a fourth ring plate 14
In between, the proximal end (outer peripheral end) of the first annular seal brush 2 and the proximal end (outer peripheral end) of the second annular seal plate 9 are interposed via the first spacer 10, the second spacer 11, and the third spacer 12. The seal brush unit 4 fastened by bolts is formed.
【0016】詳述すると、後段環状シールブラシ2を第
5リング板16に取り付け、同様に後段環状シール板9
を第6リング板17に取り付け、第3リング板13と後
段環状シールブラシ2との基端部(外周端…第5リング
板16)との間に第1スペーサー10を介在し、更に環
状シールブラシ2の基端部と後段環状シール板9の基端
部(外周端…第6リング板17)との間に第2スペーサ
ー11を介在し、更に後段環状シール板9の基端部と第
4リング板14との間に第3スペーサー12を介在し、
2,9,10,11,12を第3リング板13と第4リ
ング板14間にボルト15とナットにて締結し、上記シ
ールブラシユニット4を形成する。More specifically, the rear annular seal brush 2 is attached to the fifth ring plate 16, and the rear annular seal plate 9 is similarly mounted.
Is attached to the sixth ring plate 17, the first spacer 10 is interposed between the third ring plate 13 and the base end (outer peripheral end ... fifth ring plate 16) of the subsequent annular seal brush 2, and the annular seal is further provided. A second spacer 11 is interposed between the base end of the brush 2 and the base end (outer peripheral end: sixth ring plate 17) of the rear-stage annular seal plate 9, and further, the base end of the rear-stage annular seal plate 9 and the second A third spacer 12 is interposed between the fourth ring plate 14 and
2, 9, 10, 11 and 12 are fastened between the third ring plate 13 and the fourth ring plate 14 with bolts 15 and nuts to form the seal brush unit 4.
【0017】上記後段環状シールブラシ2の推進方向の
前側面には、弾性金属板から成る押さえ板23を環状に
添接し、該押さえ板23の基端部をブラシ2基端部(第
5リング板16)と重ね、前記ボルト15による締結を
図る。この押さえ板23が環状に並設した分割片から成
ることは、後段環状シール板9と同様である。A pressing plate 23 made of an elastic metal plate is annularly attached to a front side surface of the rear-stage annular seal brush 2 in the propulsion direction, and a base end of the pressing plate 23 is connected to a base end of the brush 2 (fifth ring). Overlap with the plate 16), and fastening by the bolt 15 is attempted. The holding plate 23 is composed of divided pieces arranged annularly in the same manner as the rear-stage annular sealing plate 9.
【0018】上記第1スペーサー10によって上記前段
環状シール板1と後段環状シールブラシ2の間に環状の
第1止水材充填スペース21を形成する。同様に第2ス
ペーサー11によって後段環状シールブラシ2と後段環
状シール板9との間に環状の第2止水材充填スペース2
2を形成する。The first spacer 10 forms an annular first water-stopping material filling space 21 between the first annular seal plate 1 and the second annular seal brush 2. Similarly, the second spacer 11 fills the space between the second annular seal brush 2 and the second annular seal plate 9 with the annular second water-stopping material filling space 2.
Form 2
【0019】上記後段環状シールブラシ2は先端部を内
向きに突出するように環状に配置され、中央部に上記掘
進機3の外径より小径の開口を形成している。The rear annular seal brush 2 is annularly arranged so that its tip protrudes inward, and has an opening smaller in diameter at the center than the outer diameter of the excavator 3.
【0020】同様に上記後段環状シール板9は多数の分
割シール片9aをその先端(内周端)が内向きとなるよ
うに環状に並列し、中央に柱状掘進機3の外径より小径
の開口を形成している。この後段環状シール板9は弾性
金属板から成る。Similarly, the rear-stage annular seal plate 9 has a number of divided seal pieces 9a arranged in an annular shape such that the tips (inner peripheral ends) thereof face inward, and the central portion thereof has a diameter smaller than the outer diameter of the columnar excavator 3 at the center. An opening is formed. The rear annular seal plate 9 is made of an elastic metal plate.
【0021】上記後段環状シールブラシ2と後段環状シ
ール板9を前記前段環状シール板1と同芯円となるよう
に配設し、夫々を柱状の掘進機3の周面に掘進方向へ撓
ませつつ環状に密接させる。The rear-stage annular seal brush 2 and the rear-stage annular seal plate 9 are disposed so as to be concentric with the front-stage annular seal plate 1, and each of them is bent in the direction of excavation on the peripheral surface of the columnar excavator 3. While making a close contact in a ring.
【0022】即ち上記シールブラシユニット4をシール
板ユニット5の端面の外周面にボルト18により各シー
ル要素1,2,9が同芯円となるように取り付ける。That is, the seal brush unit 4 is attached to the outer peripheral surface of the end face of the seal plate unit 5 by bolts 18 so that the seal elements 1, 2, 9 are concentric.
【0023】例示においては、第2リング板7の外面に
第3リング板13を重ね、ボルト18とナットにより着
脱可に締結する。このボルト18はシール板ユニット5
の第2リング板7の外表面から後方へ向け一体に突設
し、他方シールブラシユニット4の第3リング板13と
第4リング板14間を貫通して同各リング板13,14
の表面において開口する貫通孔19を設けておき、この
貫通孔19に上記ボルト18を挿通し、ナットにより締
結する。In the example, the third ring plate 13 is placed on the outer surface of the second ring plate 7 and is detachably fastened with bolts 18 and nuts. The bolt 18 is used for the sealing plate unit 5
The second ring plate 7 is integrally protruded rearward from the outer surface of the second ring plate 7, and penetrates between the third ring plate 13 and the fourth ring plate 14 of the seal brush unit 4.
A through-hole 19 is provided on the surface of the bolt, and the bolt 18 is inserted through the through-hole 19 and fastened with a nut.
【0024】図2に示すように、上記シールブラシユニ
ット締結用の締結ボルト15は第3,第4リング板1
3,14の環状面に沿って間隔的に配置し、上記ユニッ
ト4,5間を締結するボルト18の挿通用の貫通孔19
はこの締結ボルト15間に間隔的に配置する。従ってシ
ールブラシユニット4はボルト18によるナット締結を
緩めることによって取り外し可能である。As shown in FIG. 2, the fastening bolts 15 for fastening the seal brush unit are connected to the third and fourth ring plates 1.
The through holes 19 are arranged at intervals along the annular surfaces of the bolts 3 and 14 and are used for inserting bolts 18 for fastening the units 4 and 5 to each other.
Are arranged at intervals between the fastening bolts 15. Therefore, the seal brush unit 4 can be removed by loosening the nut fastening by the bolt 18.
【0025】而して図5に示すように、掘進機3がシー
ル板ユニット5とシールブラシユニット4の組立体の中
央部に突入すると、前段の上記環状シール板1の基端部
と後段の上記環状シールブラシ2の基端部間に介在させ
た第1スペーサー10により、上記環状シール板1の先
端部と環状シールブラシ2の先端部とが推進方向へ撓み
つつ前後に位置をずらして上記掘進機3周面への密接が
図られる。As shown in FIG. 5, when the excavator 3 protrudes into the center of the assembly of the seal plate unit 5 and the seal brush unit 4, the base end of the preceding annular seal plate 1 and the rear stage By the first spacer 10 interposed between the base ends of the annular seal brush 2, the distal end of the annular seal plate 1 and the distal end of the annular seal brush 2 are displaced back and forth while bending in the propulsion direction. Close contact with the peripheral surface of the excavator 3 is achieved.
【0026】又上記第1スペーサー10の介在によって
上記前段環状シール板1と後段環状シールブラシ2間に
形成した環状の第1止水材充填スペース21により、上
記止水作用が更に向上される。The annular first water-stopping material filling space 21 formed between the front-stage annular seal plate 1 and the rear-stage annular seal brush 2 by the interposition of the first spacer 10 further improves the water-stopping action.
【0027】上記により、前段環状シール板と後段環状
シールブラシによる個々のシール機能を適切に発揮させ
ることができると共に、環状シールブラシを保有するユ
ニットの抜去が困難になる問題を適切に解決し、これら
両者の止水機能と共に、止水材充填スペースに充填した
止水材による止水機能とが加わり、相乗して高信頼の止
水目的が達成できる。According to the above, it is possible to appropriately exert the respective sealing functions of the first-stage annular seal plate and the second-stage annular seal brush, and appropriately solve the problem that it is difficult to remove the unit having the annular seal brush. In addition to the water stopping function of these two, the water stopping function of the water stopping material filled in the water stopping material filling space is added, and the water stopping function of high reliability can be achieved synergistically.
【0028】更に上記後段環状シールブラシ2の掘進方
向後段に先端部を内向きに突出するように環状に配置さ
れた後段環状シール板9を配して上記掘進機3の周面に
掘進方向へ撓ませつつ環状に密接させると共に、上記後
段環状シール板9の基端部と後段環状シールブラシ2の
基端部間に第2スペーサー11を介在することにより、
上記後段環状シール板9の先端部と後段環状シールブラ
シ2の先端部とが前後に位置をずらして掘進機3周面へ
の密接が図られると共に、上記第2スペーサー11の介
在によって上記後段環状シール板9と後段環状シールブ
ラシ2間に形成した環状の第2止水材充填スペース22
により、止水材充填スペースを前後段に二段に亘って並
設し、上記止水機能を更に向上した。Further, a rear-stage annular sealing plate 9 which is disposed in a ring shape so as to protrude inward at a tip end thereof in the excavation direction of the rear-stage annular seal brush 2 is arranged, and is provided on the peripheral surface of the excavator 3 in the excavation direction. While being bent, it is made to closely contact annularly, and by interposing the second spacer 11 between the base end of the rear-stage annular seal plate 9 and the base end of the rear-stage annular seal brush 2,
The distal end of the rear-stage annular seal plate 9 and the distal end of the rear-stage annular seal brush 2 are shifted back and forth so as to be in close contact with the peripheral surface of the excavator 3 and the second spacer 11 is interposed by the second spacer 11. An annular second water-stopping material filling space 22 formed between the sealing plate 9 and the subsequent annular sealing brush 2
As a result, the water-stopping material filling space is arranged in two stages in the front and rear stages, and the water-stopping function is further improved.
【0029】又ボルト18による締結を緩めることによ
り、シールブラシユニット4を取り外し、即ち推進した
掘進機3の後端部周面より容易に抜去し、掘削されるべ
き坑道出口側のシール板ユニットに組み付け、再使用可
能である。Also, by loosening the fastening by the bolts 18, the seal brush unit 4 is removed, that is, easily removed from the peripheral surface of the rear end portion of the propelled excavator 3, and the seal plate unit on the exit side of the tunnel to be excavated is removed. Can be assembled and reused.
【図面の簡単な説明】[Brief description of the drawings]
【図1】従来のシールブラシユニットとシール板ユニッ
トの組立体内に掘進機を挿入した状態を以て示す断面
図。FIG. 1 is a cross-sectional view showing a state where an excavator is inserted into a conventional assembly of a seal brush unit and a seal plate unit.
【図2】本発明に係るシールブラシユニットの正面図。FIG. 2 is a front view of the seal brush unit according to the present invention.
【図3】図2におけるA−A線断面図であり、シール板
ユニットに取り付けた状態を以て示す図。FIG. 3 is a cross-sectional view taken along line AA in FIG. 2, showing a state where it is attached to a seal plate unit.
【図4】図2におけるB−B線断面図であり、シール板
ユニットに取り付けた状態を以て示す図。FIG. 4 is a sectional view taken along the line BB in FIG. 2, showing a state where it is attached to a seal plate unit.
【図5】本発明のシールブラシユニットとシール板ユニ
ットの組立体内に掘進機を挿入した状態を以て示す断面
図。FIG. 5 is a cross-sectional view showing a state where an excavator is inserted into an assembly of the seal brush unit and the seal plate unit of the present invention.
1 前段環状シール板 2 後段環状シールブラシ 3 掘進機 4 シールブラシユニット 5 シール板ユニット 6 第1リング板 7 第2リング板 8 箱枠 9 後段環状シール板 9a 分割シール片 10 第1スペーサー 11 第2スペーサー 12 第3スペーサー 13 第3リング板 14 第4リング板 15 ボルト 16 第5リング板 17 第6リング板 18 ボルト 19 貫通孔 20 地山 21 第1止水材充填スペース 22 第2止水材充填スペース 23 押さえ板 REFERENCE SIGNS LIST 1 front-stage annular seal plate 2 rear-stage annular seal brush 3 excavator 4 seal brush unit 5 seal plate unit 6 first ring plate 7 second ring plate 8 box frame 9 rear-stage annular seal plate 9a divided seal piece 10 first spacer 11 second Spacer 12 Third spacer 13 Third ring plate 14 Fourth ring plate 15 Bolt 16 Fifth ring plate 17 Sixth ring plate 18 Bolt 19 Through hole 20 Ground 21 First water-stop material filling space 22 Second water-stop material filling Space 23 Holding plate
Claims (3)
置された環状シール板と、先端部を内向きに突出するよ
うに環状に配置された環状シールブラシとを同芯円に配
し、上記環状シール板を掘進方向前段において柱状の掘
進機の周面に掘進方向へ撓ませつつ環状に密接させると
共に、上記環状シールブラシを掘進方向後段において掘
進機の周面に掘進方向へ撓ませつつ環状に密接させる坑
道掘進機用エントランスシール装置において、上記前段
環状シール板の基端部と後段環状シールブラシの基端部
間にスペーサーを介在して上記環状シール板の先端部と
環状シールブラシの先端部とが前後に位置をずらして上
記密接が図られるように配置すると共に、上記スペーサ
ーの介在によって上記前段環状シール板と後段環状シー
ルブラシ間に環状の止水材充填スペースを形成したこと
を特徴とする坑道掘進機用エントランスシール装置。1. An annular seal plate annularly arranged so that a tip portion protrudes inward and an annular seal brush annularly arranged so that a tip portion protrudes inward are concentrically arranged. In addition, the annular seal plate is bent in the excavation direction in the excavation direction at the first stage in the excavation direction so as to closely contact with the annular excavation surface in the excavation direction, and the annular seal brush is bent in the excavation direction in the excavation direction at the latter stage in the excavation direction. In the entrance seal device for a tunnel excavator, which is brought into close contact with a ring while rotating, a spacer is interposed between a base end portion of the first-stage annular seal plate and a base end of the second-stage annular seal brush, and a tip end of the annular seal plate is annularly sealed. The brush is arranged so that the tip of the brush is shifted back and forth so that the close contact is achieved, and the spacer is interposed between the front annular seal plate and the rear annular seal brush. Entrance sealing device for a tunnel boring machine, characterized in that the formation of the water stopping material filling space.
置された環状シール板と、先端部を内向きに突出するよ
うに環状に配置された環状シールブラシとを同芯円に配
し、上記環状シール板を掘進方向前段において柱状の掘
進機の周面に掘進方向へ撓ませつつ環状に密接させると
共に、上記環状シールブラシを掘進方向後段において掘
進機の周面に掘進方向へ撓ませつつ環状に密接させる坑
道掘進機用エントランスシール装置において、上記前段
環状シール板の基端部と後段環状シールブラシの基端部
間に第1スペーサーを介在して上記環状シール板の先端
部と環状シールブラシの先端部とが前後に位置をずらし
て上記密接が図られるように配置すると共に、上記第1
スペーサーの介在によって上記前段環状シール板と後段
環状シールブラシ間に環状の第1止水材充填スペースを
形成し、更に上記環状シールブラシの掘進方向後段に先
端部を内向きに突出するように環状に配置された後段環
状シール板を配して上記掘進機の周面に掘進方向へ撓ま
せつつ環状に密接させると共に、上記後段環状シール板
の基端部と後段環状シールブラシの基端部間に第2スペ
ーサーを介在して上記後段環状シール板の先端部と後段
環状シールブラシの先端部とが前後に位置をずらして上
記密接が図られるように配置すると共に、上記第2スペ
ーサーの介在によって上記後段環状シール板と後段環状
シールブラシ間に環状の第2止水材充填スペースを形成
したことを特徴とする坑道掘進機用エントランスシール
装置。2. An annular seal plate annularly disposed so as to protrude inward at a distal end thereof, and an annular seal brush annularly disposed so as to protrude inwardly from a distal end thereof. In addition, the annular seal plate is bent in the excavation direction in the excavation direction at the first stage in the excavation direction so as to closely contact with the annular excavation surface in the excavation direction, and the annular seal brush is bent in the excavation direction in the excavation direction at the latter stage in the excavation direction. In the entrance seal device for a tunnel excavator to be brought into close contact with a ring while rotating, the first spacer is interposed between the base end of the front-stage annular seal plate and the base end of the rear-stage annular seal brush, and the front end of the annular seal plate is interposed. The annular seal brush is arranged so that the tip of the annular seal brush is shifted forward and backward so that the close contact is achieved.
An annular first water-stopping material filling space is formed between the front-stage annular seal plate and the rear-stage annular seal brush by the interposition of a spacer, and further, the annular portion is formed so that a tip portion projects inward at a rear stage in the digging direction of the annular seal brush. A rear-stage annular seal plate is disposed on the peripheral surface of the excavator to be bent in the direction of excavation so as to closely contact with the periphery of the excavator, and between a base end of the rear-stage annular seal plate and a base end of the rear-stage annular seal brush. The tip of the rear annular seal plate and the tip of the rear annular seal brush are arranged so as to be shifted in front and rear so that the close contact can be achieved with a second spacer interposed therebetween. An entrance seal device for a tunnel excavator, wherein an annular second water-stopping material filling space is formed between the rear annular seal plate and the rear annular seal brush.
成ることを特徴とする請求項1又は2記載の坑道掘進機
用エントランスシール装置。3. The entrance seal device for a tunnel excavator according to claim 1, wherein the spacer is made of a rubber material having elasticity.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP36776499A JP3326417B2 (en) | 1999-12-24 | 1999-12-24 | Entrance seal device for tunnel machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP36776499A JP3326417B2 (en) | 1999-12-24 | 1999-12-24 | Entrance seal device for tunnel machine |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2001182476A true JP2001182476A (en) | 2001-07-06 |
JP3326417B2 JP3326417B2 (en) | 2002-09-24 |
Family
ID=18490141
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP36776499A Expired - Fee Related JP3326417B2 (en) | 1999-12-24 | 1999-12-24 | Entrance seal device for tunnel machine |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3326417B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101501834B1 (en) * | 2013-07-30 | 2015-03-12 | 조광래 | Underground excavation opening and closing devices |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS574487U (en) * | 1980-06-11 | 1982-01-11 | ||
JPS61237796A (en) * | 1985-04-12 | 1986-10-23 | 飛島建設株式会社 | Protective device for propulsion pit mouth in method of propulsion construction and method of propulsion construction using said device |
JPH0235194A (en) * | 1988-07-26 | 1990-02-05 | Kyowa Densetsu Kaisha Ltd | Entrance packing device for level-drilling pipe |
JPH0363390A (en) * | 1989-08-01 | 1991-03-19 | Kyowa Exeo Corp | Well-head sealing method, entrance packing device and packing materials |
JPH0412147Y2 (en) * | 1986-08-08 | 1992-03-25 | ||
JPH06229197A (en) * | 1993-02-03 | 1994-08-16 | Hitachi Constr Mach Co Ltd | Filling method of tail seal section of shielding excavator with filler |
-
1999
- 1999-12-24 JP JP36776499A patent/JP3326417B2/en not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS574487U (en) * | 1980-06-11 | 1982-01-11 | ||
JPS61237796A (en) * | 1985-04-12 | 1986-10-23 | 飛島建設株式会社 | Protective device for propulsion pit mouth in method of propulsion construction and method of propulsion construction using said device |
JPH0412147Y2 (en) * | 1986-08-08 | 1992-03-25 | ||
JPH0235194A (en) * | 1988-07-26 | 1990-02-05 | Kyowa Densetsu Kaisha Ltd | Entrance packing device for level-drilling pipe |
JPH0363390A (en) * | 1989-08-01 | 1991-03-19 | Kyowa Exeo Corp | Well-head sealing method, entrance packing device and packing materials |
JPH06229197A (en) * | 1993-02-03 | 1994-08-16 | Hitachi Constr Mach Co Ltd | Filling method of tail seal section of shielding excavator with filler |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101501834B1 (en) * | 2013-07-30 | 2015-03-12 | 조광래 | Underground excavation opening and closing devices |
Also Published As
Publication number | Publication date |
---|---|
JP3326417B2 (en) | 2002-09-24 |
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