JP2542051Y2 - Tail sealing device for tunnel excavator - Google Patents

Tail sealing device for tunnel excavator

Info

Publication number
JP2542051Y2
JP2542051Y2 JP10030891U JP10030891U JP2542051Y2 JP 2542051 Y2 JP2542051 Y2 JP 2542051Y2 JP 10030891 U JP10030891 U JP 10030891U JP 10030891 U JP10030891 U JP 10030891U JP 2542051 Y2 JP2542051 Y2 JP 2542051Y2
Authority
JP
Japan
Prior art keywords
seal
tail
segment
water
peripheral surface
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.)
Expired - Fee Related
Application number
JP10030891U
Other languages
Japanese (ja)
Other versions
JPH0542399U (en
Inventor
典夫 三谷
勝二 式見
剛士 今村
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.)
Komatsu Ltd
Original Assignee
Komatsu Ltd
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 Komatsu Ltd filed Critical Komatsu Ltd
Priority to JP10030891U priority Critical patent/JP2542051Y2/en
Publication of JPH0542399U publication Critical patent/JPH0542399U/en
Application granted granted Critical
Publication of JP2542051Y2 publication Critical patent/JP2542051Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、トンネル掘削機の後部
に設けられたテールシールドと掘削したトンネル内に取
付けたセグメントとの間を止水するテールシール装置に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tail seal device for stopping water between a tail shield provided at the rear of a tunnel excavator and a segment mounted in an excavated tunnel.

【0002】[0002]

【従来の技術】トンネル掘削機によるトンネル掘進工法
としては掘削したトンネル内にセグメントを順次取付け
る工法があり、この場合にトンネル掘削機とセグメント
との間から地山の水がトンネル内に侵入することがある
ので、トンネル掘削機の後部にテールシールドを取付
け、このテールシールドとセグメントとの間をシール部
材でシールして止水するテールシール装置が用いられて
いる。例えば、図1に示すようにテールシールド1にワ
イヤブラシ2を複数取付け、隣接するワイヤブラシ2と
既設セグメント3の間にグリース4を封入したワイヤブ
ラシ式のテールシール装置。図2に示すようにテールシ
ールド1に複数のL型のゴムシール5を取付け、そのゴ
ムシール5の先端部をセグメント3に圧接したゴムシー
ル式のテールシール装置。等が知られている。
2. Description of the Related Art As a tunnel excavation method using a tunnel excavator, there is a construction method in which segments are sequentially mounted in an excavated tunnel. In this case, ground water enters the tunnel from between the tunnel excavator and the segment. Therefore, a tail seal device is used in which a tail shield is attached to a rear portion of a tunnel excavator, and a seal member seals a gap between the tail shield and the segment to stop water. For example, as shown in FIG. 1, a wire brush type tail seal device in which a plurality of wire brushes 2 are attached to a tail shield 1 and grease 4 is sealed between an adjacent wire brush 2 and an existing segment 3. As shown in FIG. 2, a rubber seal type tail seal device in which a plurality of L-shaped rubber seals 5 are attached to the tail shield 1, and the end portions of the rubber seals 5 are pressed against the segments 3. Etc. are known.

【0003】[0003]

【考案が解決しようとする課題】前者のテールシール装
置は加圧グリース圧と地山の水圧(土圧)とを対抗させ
て止水するものであり、その加圧グリース圧はある値以
上にできないので地山の水圧が高水圧になる程ワイヤブ
ラシ2の数を多くしてグリース4の段数を多くし高水圧
に対抗させる必要がある。このために高水圧下の地山で
稼動するトンネル掘削機の場合には図3に示すようにワ
イヤブラシ2の数が多くなってテールシール装置の全長
Lが長くなり、急曲線施工等や方向修正操作時等に既設
セグメント3とトンネル掘削機6が大きく弯曲変位した
場合に既設セグメント3とテールシールド1が干渉して
トンネル施工性、運転制御性が劣る。後者のテールシー
ル装置はゴムシール5の反発力によって止水するもので
あり、ゴムシール5の反発力を大きくすればゴムシール
5の数を多くせずに高水圧に対抗できるので、全長を短
くできるから前述のように既設セグメント3とトンネル
掘削機6が大きく弯曲変位した場合でも既設セグメント
3とテールシールド1の干渉を防止できる。しかしゴム
シール5の反発力を大きくするとゴムシール5が大きな
きんぱく力でセグメント3の外周面を締付けた状態でセ
グメント3の外周面を摺動するので早期に破損し耐久性
が悪くなる。なお、ゴムシール5の反発力を大きくせず
にゴムシール5の数を多くすればゴムシール5の耐久性
を向上できるが、前者のテールシール装置と同様にテー
ルシール装置の全長が長くなり、セグメントとトンネル
掘削機が大きく弯曲変位した場合でもセグメントとテー
ルシールドが干渉して施工性、運転制御性が劣ることに
なる。
[Problems to be Solved by the Invention] The former tail seal device stops water by opposing the pressurized grease pressure and the ground water pressure (earth pressure), and the pressurized grease pressure exceeds a certain value. Therefore, it is necessary to increase the number of the wire brushes 2 and the number of stages of the grease 4 to counter the high water pressure as the ground water pressure becomes higher. For this reason, in the case of a tunnel excavator that operates in the ground under high water pressure, as shown in FIG. 3, the number of wire brushes 2 increases, the total length L of the tail seal device increases, If the existing segment 3 and the tunnel excavator 6 undergo a large curved displacement at the time of a correction operation or the like, the existing segment 3 and the tail shield 1 interfere with each other, resulting in poor tunnel construction and operation controllability. The latter tail seal device stops water by the repulsive force of the rubber seal 5. If the repulsive force of the rubber seal 5 is increased, it is possible to withstand high water pressure without increasing the number of rubber seals 5, so that the overall length can be shortened. As described above, even when the existing segment 3 and the tunnel excavator 6 are greatly displaced in a curved manner, the interference between the existing segment 3 and the tail shield 1 can be prevented. However, when the repulsive force of the rubber seal 5 is increased, the rubber seal 5 slides on the outer peripheral surface of the segment 3 in a state where the outer peripheral surface of the segment 3 is tightened by a large kinking force. Although the durability of the rubber seal 5 can be improved by increasing the number of the rubber seals 5 without increasing the repulsive force of the rubber seal 5, the entire length of the tail seal device becomes longer as in the case of the former tail seal device, so that the segment and the tunnel can be easily removed. Even when the excavator is greatly displaced, the segment and the tail shield interfere with each other, resulting in poor workability and operation controllability.

【0004】そこで、本考案は前述の課題を解決できる
ようにしたトンネル掘削機のテールシール装置を提供す
ることを目的とする。
Accordingly, an object of the present invention is to provide a tail seal device for a tunnel excavator capable of solving the above-mentioned problem.

【0005】[0005]

【課題を解決するための手段】トンネル掘削機の後部に
テールシールド16を設け、このテールシールド16の
後端部内周面21にリング状の弾性体22を介して円筒
管23を取付け、セグメント24を前記円筒管23の内
径より若干小径とし、この隣接するセグメント24間に
止水シール25をそれぞれ取付け、その止水シール25
を前記円筒管23の内周面に摺動自在に圧接したトンネ
ル掘削機のテールシール装置。
A tail shield 16 is provided at the rear of a tunnel excavator, and a cylindrical pipe 23 is attached to a rear end inner peripheral surface 21 of the tail shield 16 via a ring-shaped elastic body 22. Has a slightly smaller diameter than the inner diameter of the cylindrical tube 23, and a waterproof seal 25 is attached between the adjacent segments 24.
Is slidably pressed against the inner peripheral surface of the cylindrical pipe 23.

【0006】[0006]

【作 用】セグメント24に取付けた止水シール25
を円筒管23の内周面に圧接してシールしているから、
テールシールド16の前進時には円筒管23の内周面が
止水シール25に沿って摺動して高圧水を止水できる
し、その圧接力を大としても止水シール25を損傷する
ことがない。テールシールド16の中心とセグメント2
4の中心が偏心した時には弾性体22が変形して円筒管
23とセグメント24外周面との隙間を周方向に亘って
均一に保持できる。
[Operation] Water seal 25 attached to segment 24
Is pressed against the inner peripheral surface of the cylindrical tube 23 to seal it.
When the tail shield 16 advances, the inner peripheral surface of the cylindrical tube 23 slides along the water stop seal 25 to stop high-pressure water, and does not damage the water stop seal 25 even if the pressure contact force is large. . Center of tail shield 16 and segment 2
When the center of 4 is eccentric, the elastic body 22 is deformed and the gap between the cylindrical tube 23 and the outer peripheral surface of the segment 24 can be uniformly held in the circumferential direction.

【0007】[0007]

【実 施 例】図4に示すように、カッタヘッド10を
備えた前部本体11と中間部本体12が前部スラストシ
リンダ13で揺動自在に連結され、中間部本体12に後
部本体14が中間部スラストシリンダ15で揺動自在に
連結され、後部本体14の後方にテールシールド16が
設けられ、各本体間及び後部本体14とテールシールド
16間にフレキシブルなカバー17が設けてあり、各本
体にグリッパ18が出入り可能に取付けられ、前記後部
本体14とテールシールド16とに亘って、テールシー
ルドスラストシリンダ19が連結されて急曲掘進可能な
トンネル掘削機を構成している。前記テールシールド1
6は図5に示すように筒状となり、その後端部内周面2
1にリング状の弾性体22を介して円筒管23が取付け
てあり、セグメント24は円筒管23の内径より若干小
径の筒体で、隣接するセグメント24間に環状の止水シ
ール25がそれぞれ装着され、その止水シール25が前
記円筒管23の内周面に摺動可能に圧接し、前記円筒管
23の前端部とテールシールド16に亘ってワイヤ等の
スラスト力を受ける索条26が連結してある。前記リン
グ状の弾性体22は筒状部27の前後両端部にリング状
の前後取付片28,29を一体形成した断面略C字状の
リング状となり、その前後取付片28,29がテールシ
ールド16の後端部内周面21に取付けてあり、その両
者間に中空室30を有し、その中空部30内にエア又は
水を供給することで加圧可能としてある。前記止水シー
ル25は図6の(a)、(b)に示すように取付基部3
1と止水部32を有し、その取付基部31が隣接するセ
グメント24の対向端面外周側に形成した環状の取付用
凹部33,33間で挟持されて、この止水シール25は
セグメント24から外れたりせずに、しかも摺動による
破損がない形状としてある。
As shown in FIG. 4, a front main body 11 having a cutter head 10 and an intermediate main body 12 are swingably connected by a front thrust cylinder 13, and a rear main body 14 is connected to the intermediate main body 12. A tail shield 16 is provided behind the rear main body 14 so as to be swingable by an intermediate thrust cylinder 15, and a flexible cover 17 is provided between the main bodies and between the rear main body 14 and the tail shield 16. A tail shield thrust cylinder 19 is connected between the rear body 14 and the tail shield 16 to form a tunnel excavator capable of sharply excavating. The tail shield 1
6 is a cylindrical shape as shown in FIG.
A cylindrical pipe 23 is attached to the cylindrical pipe 1 via a ring-shaped elastic body 22. The segment 24 is a cylindrical body having a diameter slightly smaller than the inner diameter of the cylindrical pipe 23. The water-stop seal 25 is slidably pressed against the inner peripheral surface of the cylindrical tube 23, and a cable 26 receiving a thrust force such as a wire is connected between the front end of the cylindrical tube 23 and the tail shield 16. I have. The ring-shaped elastic member 22 has a substantially C-shaped cross-section in which ring-shaped front and rear mounting pieces 28 and 29 are integrally formed at both front and rear ends of a cylindrical portion 27, and the front and rear mounting pieces 28 and 29 are tail shields. 16 is attached to the inner peripheral surface 21 at the rear end, and has a hollow chamber 30 between the two, and can be pressurized by supplying air or water into the hollow section 30. As shown in FIGS. 6A and 6B, the water-stop seal 25 is attached to the mounting base 3.
1 and a water stopping portion 32, and the mounting base 31 is sandwiched between annular mounting concave portions 33, 33 formed on the outer peripheral side of the opposing end face of the adjacent segment 24, and the water stopping seal 25 is separated from the segment 24. It has a shape that does not come off and does not break due to sliding.

【0008】次に作動を説明する。テールシールド16
を前進して止水シール25が円筒管23の後部に摺動し
たらテールシールド16を停止し、図7に示すようにセ
グメント24の前端面に新しいセグメント34を取付け
ると同時に止水シール25を取付ける。掘削機とともに
テールシールド16を前進させて図8に示すように新し
く取付けた止水シール25に沿って円筒管23を摺動さ
せる。この時、円筒管23は索条26で引張られてテー
ルシールド16ととも移動するから弾性体22にスラス
ト力が作用して前後方向に弾性変形することがない。ま
た、テールシールド16の中心Aとセグメント24の中
心Bが図9に示すように偏心Cした場合には止水シール
25を介して弾性体22を弾性変形しセグメント24の
外周面と円筒管23の内周面との隙間Sを周方向に亘っ
て一定とするので、周方向全域に亘って良好にシールで
きる。
Next, the operation will be described. Tail shield 16
When the water seal 25 slides to the rear of the cylindrical tube 23, the tail shield 16 is stopped, and a new segment 34 is attached to the front end face of the segment 24 and the water seal 25 is attached at the same time as shown in FIG. . The tail shield 16 is advanced with the excavator, and the cylindrical pipe 23 is slid along the newly installed water seal 25 as shown in FIG. At this time, since the cylindrical tube 23 is pulled by the rope 26 and moves together with the tail shield 16, the elastic body 22 is not elastically deformed in the front-rear direction due to the thrust force acting on the elastic body 22. When the center A of the tail shield 16 and the center B of the segment 24 are eccentric C as shown in FIG. 9, the elastic body 22 is elastically deformed via the water seal 25 and the outer peripheral surface of the segment 24 and the cylindrical tube 23 Since the gap S with the inner peripheral surface is constant in the circumferential direction, it is possible to seal well over the entire circumferential direction.

【0009】次に他の実施例を説明する。図10に示す
ように、前記弾性体22はリング状の取付プレート40
と円筒管23に亘って環状の前後ゴム片41,42を焼
付加流して取付けた構造となり、その取付プレート40
をテールシールド16の環状切欠部43に嵌合して前後
押えプレート44,45で取付けてあり、その取付プレ
ート40と環状切欠部43との間をシール材46でシー
ルしてある。47は中空室30にエア又は水を供給する
ための通孔である。
Next, another embodiment will be described. As shown in FIG. 10, the elastic body 22 has a ring-shaped mounting plate 40.
The annular front and rear rubber pieces 41 and 42 are attached to the cylindrical pipe 23 by burning and flowing.
Is fitted to the annular notch 43 of the tail shield 16 and attached by the front and rear holding plates 44 and 45, and the space between the attachment plate 40 and the annular notch 43 is sealed with a seal material 46. 47 is a through hole for supplying air or water to the hollow chamber 30.

【0010】図11に示すように、弾性体22は所定の
幅と厚さを有する板状となり、その幅方向両端部をテー
ルシールド16の後端部内周面21にプレート48、ボ
ルト49で取付けて環状の中空室30を有する形状と
し、通孔47より中空室30に圧力流体、気体を封入し
て弾性体22の前後中央部を拡張させて成り、この拡張
した前後中央部に円筒管23が焼付加流、接着等で取付
けてある。このようにすれば、中空室30に封入する圧
力流体、気体の圧力を調整することで弾性体22の弾力
を調節できる。
As shown in FIG. 11, the elastic body 22 has a plate shape having a predetermined width and thickness, and both ends in the width direction are attached to the inner peripheral surface 21 at the rear end of the tail shield 16 with a plate 48 and bolts 49. The elastic body 22 is formed by enclosing a pressurized fluid or gas into the hollow chamber 30 through the through hole 47 to expand the front and rear central portions of the elastic body 22. Is attached by baking additional flow, bonding, etc. In this way, the elasticity of the elastic body 22 can be adjusted by adjusting the pressure of the pressure fluid or gas sealed in the hollow chamber 30.

【0011】[0011]

【考案の効果】セグメント24に取付けた止水シール2
5を円筒管23の内周面に圧接してシールしているか
ら、テールシールド16の前進時には円筒管23の内周
面が止水シール25に沿って摺動して高圧水を止水でき
るし、その圧接力を大としても止水シール25を損傷す
ることがない。したがって、止水シール25の数を少な
くして全長を短くできるし、高圧水を確実に止水できる
と共に、止水シール25の耐久性を優れたものにでき
る。テールシールド16の中心とセグメント24の中心
が偏心した時には弾性体22が変形して円筒管23とセ
グメント24外周面との隙間を周方向に亘って均一に保
持でき、止水性を損なうことがない。グリース等を加圧
封入する必要がなく経済的であり、しかも構造が簡単と
なる。
[Effects of the Invention] Waterproof seal 2 attached to segment 24
5 is pressed against the inner peripheral surface of the cylindrical tube 23 to seal it, so that when the tail shield 16 advances, the inner peripheral surface of the cylindrical tube 23 slides along the water-stop seal 25 to stop high-pressure water. However, even if the pressing force is increased, the water stop seal 25 is not damaged. Therefore, the total length can be shortened by reducing the number of the water stop seals 25, the high pressure water can be reliably stopped, and the durability of the water stop seals 25 can be improved. When the center of the tail shield 16 and the center of the segment 24 are eccentric, the elastic body 22 is deformed and the gap between the cylindrical tube 23 and the outer peripheral surface of the segment 24 can be uniformly held in the circumferential direction, without impairing the water stoppage. . It is economical because it is not necessary to seal grease or the like under pressure, and the structure is simple.

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

【図1】従来のテールシール装置の説明図である。FIG. 1 is an explanatory view of a conventional tail seal device.

【図2】従来の他のテールシール装置の説明図である。FIG. 2 is an explanatory view of another conventional tail seal device.

【図3】従来のテールシール装置の不具合の説明図であ
る。
FIG. 3 is an explanatory view of a problem with a conventional tail seal device.

【図4】本考案のテールシール装置を備えたトンネル掘
削機の全体図である。
FIG. 4 is an overall view of a tunnel excavator equipped with the tail seal device of the present invention.

【図5】テールシールとセグメントの止水部分の断面図
である。
FIG. 5 is a cross-sectional view of a tail seal and a water stop portion of a segment.

【図6】(a)、(b)は止水シールの取付部断面図で
ある。
FIGS. 6A and 6B are cross-sectional views of a mounting portion of a water stop seal.

【図7】動作説明図である。FIG. 7 is an operation explanatory diagram.

【図8】動作説明図である。FIG. 8 is an operation explanatory diagram.

【図9】偏心時の動作説明図である。FIG. 9 is an explanatory diagram of an operation at the time of eccentricity.

【図10】弾性体取付部の他の例を示す断面図である。FIG. 10 is a cross-sectional view showing another example of the elastic body attaching portion.

【図11】弾性体取付部の他の例を示す断面図である。FIG. 11 is a cross-sectional view showing another example of the elastic body attaching portion.

【符号の説明】[Explanation of symbols]

16…テールシールド、21…後端部内周面、22…弾
性体、23…円筒管、24…セグメント、25…止水シ
ール。
16 ... tail shield, 21 ... inner peripheral surface of the rear end part, 22 ... elastic body, 23 ... cylindrical pipe, 24 ... segment, 25 ... waterproof seal.

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 トンネル掘削機の後部にテールシールド
16を設け、このテールシールド16の後端部内周面2
1にリング状の弾性体22を介して円筒管23を取付
け、セグメント24を前記円筒管23の内径より若干小
径とし、この隣接するセグメント24間に止水シール2
5をそれぞれ取付け、その止水シール25を前記円筒管
23の内周面に摺動自在に圧接したトンネル掘削機のテ
ールシール装置。
1. A tail shield 16 is provided at a rear portion of a tunnel excavator, and a rear end inner peripheral surface 2 of the tail shield 16 is provided.
1, a cylindrical pipe 23 is attached via a ring-shaped elastic body 22, a segment 24 is made slightly smaller in diameter than the inner diameter of the cylindrical pipe 23, and a waterproof seal 2 is provided between the adjacent segments 24.
5 is a tail seal device of a tunnel excavator in which a water seal 25 is slidably pressed against the inner peripheral surface of the cylindrical tube 23.
JP10030891U 1991-11-11 1991-11-11 Tail sealing device for tunnel excavator Expired - Fee Related JP2542051Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10030891U JP2542051Y2 (en) 1991-11-11 1991-11-11 Tail sealing device for tunnel excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10030891U JP2542051Y2 (en) 1991-11-11 1991-11-11 Tail sealing device for tunnel excavator

Publications (2)

Publication Number Publication Date
JPH0542399U JPH0542399U (en) 1993-06-08
JP2542051Y2 true JP2542051Y2 (en) 1997-07-23

Family

ID=14270549

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10030891U Expired - Fee Related JP2542051Y2 (en) 1991-11-11 1991-11-11 Tail sealing device for tunnel excavator

Country Status (1)

Country Link
JP (1) JP2542051Y2 (en)

Also Published As

Publication number Publication date
JPH0542399U (en) 1993-06-08

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