JP2542050Y2 - Tail sealing device for tunnel excavator - Google Patents

Tail sealing device for tunnel excavator

Info

Publication number
JP2542050Y2
JP2542050Y2 JP10030791U JP10030791U JP2542050Y2 JP 2542050 Y2 JP2542050 Y2 JP 2542050Y2 JP 10030791 U JP10030791 U JP 10030791U JP 10030791 U JP10030791 U JP 10030791U JP 2542050 Y2 JP2542050 Y2 JP 2542050Y2
Authority
JP
Japan
Prior art keywords
seal
peripheral surface
tail
tail shield
tunnel excavator
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
JP10030791U
Other languages
Japanese (ja)
Other versions
JPH0542398U (en
Inventor
剛士 今村
勝二 式見
剛 平岡
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 JP10030791U priority Critical patent/JP2542050Y2/en
Publication of JPH0542398U publication Critical patent/JPH0542398U/en
Application granted granted Critical
Publication of JP2542050Y2 publication Critical patent/JP2542050Y2/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
付けた既設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 an existing 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既設セグメ
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既設セグメントとの間をシ
ール部材を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の先端部を既設セグメント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 method in which segments are sequentially mounted in an excavated tunnel. In this case, ground water intrudes into the tunnel from between the tunnel excavator and an existing segment. For this reason, 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 is sealed between the tail shield and an existing 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. A plurality of L-shaped rubber seals 5 are attached to the tail shield 1 as shown in FIG.
A rubber seal type tail seal device in which the tip of the rubber seal 5 is pressed against the existing segment 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
きんぱく力で既設セグメント3の外周面を締付けた状態
で既設セグメント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、既設セグメン
トとトンネル掘削機が大きく弯曲変位した場合でも既設
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 existing segment 3 in a state where the outer peripheral surface of the existing segment 3 is tightened by a large kinking force, so that the rubber seal 5 is damaged early and deteriorates in durability. If the number of the rubber seals 5 is increased without increasing the repulsive force of the rubber seal 5,
Although the durability of the tail seal device can be improved, the total length of the tail seal device becomes longer like the former tail seal device, and even if the existing segment and the tunnel excavator are greatly displaced, the existing segment and the tail shield interfere and the workability, Operation controllability will be inferior.

【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】テールシールド内に可動
筒体を前後移動自在に設け、この可動筒体の外周面にス
ライドシールを取付け、この可動筒体の内周面と前記テ
ールシールドの後端部に前部、後部拡縮型シールを取付
けたもの。
A movable cylinder is provided in a tail shield so as to be movable back and forth, a slide seal is attached to an outer peripheral surface of the movable cylinder, and an inner peripheral surface of the movable cylinder and a rear of the tail shield are provided. The front and rear expansion / contraction seals are attached to the ends.

【0006】[0006]

【作 用】新設セグンメントを取付ける時には後部拡
縮型シールを拡張して既設セグメントの外周面に圧接す
ることで高水圧を止水でき、テールシールドを移動する
時には前部拡縮型シールで高水圧を止水できるし、後部
拡縮型シールを収縮して既設セグメントの外周面より離
隔することで破損することを防止できる。
[Operation] When installing a new segment, expand the rear expansion / contraction type seal and stop the high water pressure by pressing against the outer peripheral surface of the existing segment. When moving the tail shield, stop the high water pressure with the front expansion / contraction type seal. Water can be prevented, and the rear expandable / contractible seal can be prevented from being damaged by contracting and separating from the outer peripheral surface of the existing segment.

【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て、前記後
部本体14とテールシールド16に亘って、テールシー
ルドスラストシリンダ19が設けら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、その長手方向、つま
り前後方向中間部には環状の凹部20が形成され大径の
シール摺動内周面21を構成し、テールシールド16の
後端部内径はシール摺動内周面21より小径となって小
径のシール取付内周面22となり、前記環状の凹部20
に配設した可動筒体23の内周面24と前記テールシー
ルド16の後端部のシール取付内周面22とに前部拡縮
型シール25と後部拡縮型シール26がそれぞれ取付け
てあり、前記可動筒体23の外周面27に摺動シール2
8が装着され、前記可動筒体23に図示しないウインチ
等で引張り、弛められる索条29が連結してある。前記
前部・後部拡縮型シール25,26は図6、図7のよう
に帯状でリング状となり、その幅方向一端部が可動筒体
23の内周面24とテールシールド16のシール取付内
周面22に押えプレート30を介してボルト31で取着
され、幅方向他端部が可動筒体23の内周面24とテー
ルシールド16のシール取付内周面22に押えプレート
32を介してボルト33で取着されて可動筒体23の内
周面24、テールシールド16のシール取付内周面22
との間に環状の空間34を構成し、この空間34が可動
筒体23、テールシールド16の孔35に連通し、空間
34内の空気又は水を吸引して負圧とすると収縮して既
設セグメント36の外周面と離隔し、空間34内に空気
又は水を圧送すると図7の実線で示すように拡張して既
設セグメント36の外周面に軟質ゴム37が圧接する構
成となっている。前記摺動シール28は図8に示すよう
に、断面略山型状のリング状で摺動抵抗が少なく摺動時
破損しない形状となり、可動筒体23とテールシールド
16のシール摺動内周面21との間をシールしている。
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 provided between the rear body 14 and the tail shield 16 to form a tunnel excavator capable of sharply excavating. The tail shield 1
5, a cylindrical recess 20 is formed in the longitudinal direction, that is, in the middle portion in the front-rear direction, to form a large-diameter seal sliding inner peripheral surface 21. The rear end of the tail shield 16 The inner diameter of the annular recess 20 is smaller than the inner diameter of the seal sliding inner surface 21 and is smaller than the inner diameter of the seal mounting inner surface 22.
A front expansion / contraction type seal 25 and a rear expansion / contraction type seal 26 are respectively attached to the inner peripheral surface 24 of the movable cylindrical body 23 disposed at The sliding seal 2 is provided on the outer peripheral surface 27 of the movable cylinder 23.
A cable 29 is attached to the movable cylinder 23 and pulled and loosened by a winch or the like (not shown). The front / rear expansion / contraction type seals 25 and 26 are band-shaped and ring-shaped as shown in FIGS. The other end in the width direction is attached to the inner peripheral surface 24 of the movable cylindrical body 23 and the seal mounting inner peripheral surface 22 of the tail shield 16 via the retaining plate 32 via the retaining plate 32. 33, the inner peripheral surface 24 of the movable cylindrical body 23, the seal attaching inner peripheral surface 22 of the tail shield 16
The space 34 communicates with the movable cylinder 23 and the hole 35 of the tail shield 16, and contracts when the air or water in the space 34 is sucked and reduced to a negative pressure. When air or water is pressure-fed into the space 34 while being separated from the outer peripheral surface of the segment 36, it expands as shown by the solid line in FIG. As shown in FIG. 8, the sliding seal 28 has a ring shape with a substantially mountain-shaped cross section and a small sliding resistance so that it does not break when sliding. 21 is sealed.

【0008】次に作動を説明する。図9に示すように所
定ストローク掘進終了して新設セグメント40を既設セ
グメント36の端面36aに取付ける時には後部拡縮型
シール26の空間内にエア又は水を供給して拡張して既
設セグメント36の外周面に圧接して止水すると同時に
前部拡縮型シール25の空間内のエア又は水を排出して
収縮させる。新設セグメント40を取付け終了したら図
10のように前部拡縮型シール25を拡張して新設セグ
メント40の外周面に圧接し、後部拡縮型シール26を
収縮して既設セグメント36の外周面と離隔した状態で
索条29を延ばしながらテールシールド16を掘削スト
ロークだけ前進させる。この時、図11に示すように後
部拡縮型シール26が既設セグメント36の外周面と離
隔し、可動筒体23に対してテールシールド16が摺動
して前部拡縮型シール25が既設セグメント36の外周
面に沿って摺動しないから破損することがない。又摺動
シール28はテールシールド16のシール摺動内周面2
1に沿って摺接するが、そのシール摺動内周面21は表
面精度がよいので破損しない。テールシールド16が掘
削ストロークだけ前進したら、図12に示すように後部
拡縮型シール26を拡張して既設セグメント36の外周
面に圧接して止水し、前部拡縮型シール25を収縮して
索条29を引張ることで可動筒体23とともに前部拡縮
型シール25を図9に示す位置まで移動する。前記テー
ルシールド16のシール摺動内周面21に沿って摺動す
る可動筒体23の内周面24とテールシールド16のシ
ール取付内周面22は略同一内径となっているので、前
部、後部拡縮型シール25,26を同一形状にできて部
品共通化を図ることができる。前記可動筒体23は単位
円弧状片を複数連結した形状となって、単位円弧状片を
分割することで摺動シール28を交換できるようにして
ある。
Next, the operation will be described. As shown in FIG. 9, when the new segment 40 is mounted on the end face 36 a of the existing segment 36 after the excavation of the predetermined stroke, air or water is supplied into the space of the rear expansion / contraction type seal 26 to expand the outer periphery of the existing segment 36. At the same time, the air or water in the space of the front expansion / contraction type seal 25 is discharged and contracted. When the installation of the new segment 40 is completed, the front expandable / contractible seal 25 is expanded and pressed against the outer peripheral surface of the new segment 40 as shown in FIG. 10, and the rear expandable / contractible seal 26 is contracted to be separated from the outer peripheral surface of the existing segment 36. In this state, the tail shield 16 is advanced by the excavation stroke while the cable 29 is extended. At this time, as shown in FIG. 11, the rear expanding / contracting seal 26 is separated from the outer peripheral surface of the existing segment 36, and the tail shield 16 slides with respect to the movable cylinder 23, so that the front expanding / contracting seal 25 is moved to the existing segment 36. Since it does not slide along the outer peripheral surface, there is no breakage. The sliding seal 28 is a seal sliding inner peripheral surface 2 of the tail shield 16.
1, but the seal sliding inner peripheral surface 21 is not damaged because the surface accuracy is good. When the tail shield 16 advances by the excavation stroke, as shown in FIG. 12, the rear expandable seal 26 is expanded to press against the outer peripheral surface of the existing segment 36 to stop water, and the front expandable seal 25 is contracted to make a cable. By pulling the ridge 29, the front expansion / contraction type seal 25 is moved together with the movable cylinder 23 to the position shown in FIG. Since the inner peripheral surface 24 of the movable cylinder 23 sliding along the seal sliding inner peripheral surface 21 of the tail shield 16 and the seal mounting inner peripheral surface 22 of the tail shield 16 have substantially the same inner diameter, The rear expansion / contraction type seals 25 and 26 can be formed in the same shape, and parts can be shared. The movable cylinder 23 has a shape in which a plurality of unit arc-shaped pieces are connected, and the sliding seal 28 can be replaced by dividing the unit arc-shaped piece.

【0009】[0009]

【考案の効果】新設セグメントの取付け時には後部拡縮
型シール26を拡張して既設セグメント36の外周面に
圧接して止水でき、しかも後部拡縮型シール26の圧接
力を大きくして高水圧にも対抗でき、トンネル掘削機と
ともにテールシールド16を前進する時には可動筒体2
3を前方に移動して前部拡縮型シール25を拡張させて
既設セグメント36の外周面に圧接し、その圧接部及び
可動筒体23の摺動シール28とテールシールド16内
周面との圧接部で止水し、後部拡縮型シール26を収縮
して既設セグメント36の外周面と離隔できるから破損
することがなく、しかも摺動シール28は表面精度が良
く平坦なテールシールド16の内周面に摺接するから早
期に破損することがない。したがって、テールシール装
置の全長を短くできるし、高水圧にも対抗でき、しかも
各シールが破損することがなく耐久性を向上できる。
When the new segment is attached, the rear expansion / contraction seal 26 is expanded to press against the outer peripheral surface of the existing segment 36 to stop water. In addition, the pressure contact force of the rear expansion / contraction seal 26 is increased to increase the water pressure. When the tail shield 16 moves forward with the tunnel excavator, the movable cylinder 2
3 is moved forward to expand the front expandable / contractible seal 25 and press-contact the outer peripheral surface of the existing segment 36, and press-contact the sliding contact 28 of the movable cylindrical body 23 with the inner peripheral surface of the tail shield 16. The rear seal 26 is contracted by separating the rear expandable seal 26 from the outer peripheral surface of the existing segment 36, so that it is not damaged. Further, the sliding seal 28 has a good surface accuracy and the flat inner peripheral surface of the tail shield 16. It does not break at an early stage because it comes into sliding contact. Therefore, the overall length of the tail seal device can be shortened, high water pressure can be countered, and durability can be improved without breakage of each seal.

【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】テールシール装置部分の断面図である。FIG. 5 is a sectional view of a tail seal device portion.

【図6】拡縮型シール取付部の拡大詳細断面図である。FIG. 6 is an enlarged detailed cross-sectional view of the expansion / contraction type seal mounting portion.

【図7】拡縮型シールの断面図である。FIG. 7 is a cross-sectional view of the expansion and contraction type seal.

【図8】摺動シールの断面図である。FIG. 8 is a sectional view of a sliding seal.

【図9】動作説明図である。FIG. 9 is an operation explanatory diagram.

【図10】動作説明図である。FIG. 10 is an operation explanatory diagram.

【図11】動作説明図である。FIG. 11 is an operation explanatory diagram.

【図12】動作説明図である。FIG. 12 is an operation explanatory diagram.

【符号の説明】[Explanation of symbols]

16…テールシールド、23…可動筒体、25…前部拡
縮型シール、26…後部拡縮型シール、28…摺動シー
ル、36…既設セグメント。
16: tail shield, 23: movable cylinder, 25: front expansion / contraction type seal, 26 ... rear expansion / contraction type seal, 28: sliding seal, 36: existing segment.

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筒状のテールシ
ールド16を設け、このテールシールド16の後端部に
後部拡縮型シール26を取付け、前記テールシールド1
6内に可動筒体23を前後移動自在に配設し、この可動
筒体23の外周面にテールシールド16の内周面に圧接
する摺動シール28を取付け、前記可動筒体23の内周
面に既設セグメントの外周面と対向した前部拡縮型シー
ル25を取付けたことを特徴とするトンネル掘削機のテ
ールシール装置。
A tail shield having a cylindrical shape is provided at a rear portion of a tunnel excavator, and a rear expanding / contracting seal is attached to a rear end of the tail shield.
The movable cylinder 23 is disposed in the movable cylinder 23 so as to be movable back and forth, and a sliding seal 28 is attached to the outer peripheral surface of the movable cylinder 23 to press the inner peripheral surface of the tail shield 16. A tail seal device for a tunnel excavator, characterized in that a front expanding / contracting seal 25 facing an outer peripheral surface of an existing segment is attached to a surface thereof.
JP10030791U 1991-11-11 1991-11-11 Tail sealing device for tunnel excavator Expired - Fee Related JP2542050Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10030791U JP2542050Y2 (en) 1991-11-11 1991-11-11 Tail sealing device for tunnel excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10030791U JP2542050Y2 (en) 1991-11-11 1991-11-11 Tail sealing device for tunnel excavator

Publications (2)

Publication Number Publication Date
JPH0542398U JPH0542398U (en) 1993-06-08
JP2542050Y2 true JP2542050Y2 (en) 1997-07-23

Family

ID=14270519

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10030791U Expired - Fee Related JP2542050Y2 (en) 1991-11-11 1991-11-11 Tail sealing device for tunnel excavator

Country Status (1)

Country Link
JP (1) JP2542050Y2 (en)

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JP5905231B2 (en) * 2011-10-20 2016-04-20 三菱重工メカトロシステムズ株式会社 Tail seal device and tunnel excavator provided with the tail seal device

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