JPH0988483A - Earth discharging device for shield machine - Google Patents

Earth discharging device for shield machine

Info

Publication number
JPH0988483A
JPH0988483A JP24225695A JP24225695A JPH0988483A JP H0988483 A JPH0988483 A JP H0988483A JP 24225695 A JP24225695 A JP 24225695A JP 24225695 A JP24225695 A JP 24225695A JP H0988483 A JPH0988483 A JP H0988483A
Authority
JP
Japan
Prior art keywords
earth
screw
sand
casing
shield machine
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
Application number
JP24225695A
Other languages
Japanese (ja)
Other versions
JP2957113B2 (en
Inventor
Tadao Yoshikawa
忠男 吉川
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.)
Hitachi Zosen Corp
Original Assignee
Hitachi Zosen 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 Hitachi Zosen Corp filed Critical Hitachi Zosen Corp
Priority to JP24225695A priority Critical patent/JP2957113B2/en
Publication of JPH0988483A publication Critical patent/JPH0988483A/en
Application granted granted Critical
Publication of JP2957113B2 publication Critical patent/JP2957113B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To effectively remove earth and sand adhering to the screw of a rotary speed reducing pipe which reduces the pressure of carried earth and sand. SOLUTION: A rotary speed reducing pipe 11, which is formed by splitting part of a casing 7, supported so that the pipe 11 can be rotated around the axis of the casing 7 and rotated by decelerating rotation devices 12A, 12B in the same direction as that of a screw 8, is provided. Earth and sand washing devices 31A and 31B which eject washing water upon the screw 8 from washing water ejecting holes 32A and 32B are attached to the pipe 11. Therefore, earth and sand adhering to the screw 8 can be effectively removed with the washing devices 31A and 31B before the earth and sand become solid after earth and sand are discharged.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、シールド掘進機の
排土装置に関する。
TECHNICAL FIELD The present invention relates to an earth discharging device for a shield machine.

【0002】[0002]

【従来の技術】従来、シールド掘進機では、前面のカッ
タヘッドで地盤を掘削するとともに、シールド本体の前
部に設けた圧力室で切羽崩壊土圧を保持させ、掘削した
土砂を排土装置により圧力を減衰させつつ大気側に排出
している。たとえば密閉型シールド掘進機で土圧式シー
ルドにおいては、排土装置として円筒状ケーシング内に
搬送スクリューを内蔵したスクリューコンベヤ式排土装
置が設けられている。
2. Description of the Related Art Conventionally, in a shield machine, a cutter head on the front side excavates the ground, and a pressure chamber provided in the front part of the shield main body keeps the face collapse soil pressure, and the excavated earth and sand is excavated by an excavator. The pressure is attenuated and discharged to the atmosphere side. For example, in an earth pressure type shield for a sealed shield machine, a screw conveyor type earth discharging device having a conveying screw built in a cylindrical casing is provided as an earth discharging device.

【0003】上記スクリューコンベヤ式排土装置は、圧
力室内の土水圧を減衰させて大気側に排出するために、
大深度での掘削の場合には、圧力減衰効果を向上させる
必要がある。通常スクリューコンベヤ装置の圧力減衰対
策としては搬送距離を長くするのが通例であるが、シー
ルド掘進機のように限られた空間に配設されるものとし
ては、たとえば特公平4−23957号公報や実開昭6
1−68195号公報に、ケーシングの一部にスクリュ
ーと同一方向に回転可能な回転減速筒を設けたものがあ
る。
The above-mentioned screw conveyor type soil discharging device attenuates soil water pressure in the pressure chamber and discharges it to the atmosphere side.
In case of excavation at a large depth, it is necessary to improve the pressure damping effect. Usually, as a measure against the pressure attenuation of the screw conveyor device, it is customary to lengthen the conveying distance, but as a device arranged in a limited space such as a shield machine, for example, Japanese Examined Patent Publication No. 4-23957 or Actual Kaisho 6
Japanese Laid-Open Patent Publication No. 1-68195 discloses a casing in which a rotary reduction cylinder rotatable in the same direction as the screw is provided in a part of the casing.

【0004】[0004]

【発明が解決しようとする課題】この回転減速筒がスク
リューと同一方向に回転されて土砂の送り速度が低下さ
れたり、送りが停止された場合、土砂がスクリューやス
クリュー軸に付着しやすく、運転停止状態で放置すると
固化して強固に固着し、取り除くのに多大な労力と時間
を要することがあった。ところがケーシング内は耐圧構
造で密閉されており、排土装置の運転を停止したとして
もスクリューに付着した土砂を迅速に取り除くことがで
きず、結局固化させてしまい排除を困難にしていた。
When the rotary reduction cylinder is rotated in the same direction as the screw to reduce the feed rate of the sediment, or when the feed is stopped, the sediment is apt to adhere to the screw or the screw shaft, and the operation is reduced. If left in a stopped state, it solidifies and firmly adheres, and it may take a lot of labor and time to remove it. However, the inside of the casing is sealed with a pressure resistant structure, and even if the operation of the earth unloading device is stopped, the earth and sand adhering to the screw cannot be quickly removed and eventually solidifies, making removal difficult.

【0005】本発明は、上記問題点を解決して、回転減
速筒内でスクリューに付着した土砂を迅速に除去できて
固化固着を未然に防止できるシールド掘進機の排土装置
を提供することを目的とする。
The present invention solves the above problems and provides an earth unloading device for a shield machine which can quickly remove the earth and sand attached to the screw in the rotation reduction cylinder and prevent solidification and sticking. To aim.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に請求項1記載の発明は、入口がシールド本体の前部の
圧力室に接続されるとともに出口が大気側に開放された
筒状ケーシング内に、螺旋状スクリューを内蔵したスク
リューコンベヤ装置を備えたシールド掘進機の排土装置
において、前記ケーシングの一部が分割されてケーシン
グの軸心回りに回転自在に支持された回転減速筒と、こ
の回転減速筒をスクリューと同一方向に回転駆動可能な
減速用回転装置を設け、前記回転減速筒に、スクリュー
に向かって洗浄水を噴射する土砂洗浄装置を設けたこと
を特徴とする。
In order to achieve the above object, the invention according to claim 1 is a cylindrical casing having an inlet connected to a pressure chamber in the front part of the shield body and an outlet opened to the atmosphere side. In the soil discharging device of the shield machine equipped with a screw conveyor device having a spiral screw built-in, a part of the casing is divided and a rotation reduction cylinder rotatably supported around the axis of the casing, The rotation reduction cylinder is provided with a reduction rotation device capable of being rotationally driven in the same direction as the screw, and the rotation reduction cylinder is provided with a soil / sand cleaning device for injecting cleaning water toward the screw.

【0007】上記請求項1記載の発明によれば、排土装
置を停止して内部の土砂を排出した後、すぐに洗浄手段
を起動してスクリューに向かって洗浄水を噴射すること
により、固化前の付着土砂を完全に除去することがで
き、回転減速筒に対応するスクリューへの土砂の固着を
未然に防止することができる。
According to the first aspect of the present invention, after the earth discharging device is stopped to discharge the earth and sand inside, the cleaning means is immediately activated to inject the cleaning water toward the screw to solidify. It is possible to completely remove the previous adhered earth and sand and prevent the earth and sand from sticking to the screw corresponding to the rotation reduction cylinder.

【0008】[0008]

【発明の実施の形態】ここで、本発明の実施の形態を図
1〜図4に基づいて説明する。図4に示すように、シー
ルド掘進機のシールド本体1の前部には回転駆動装置2
により旋回されるカッタヘッド3が配設され、シールド
本体1の前部には圧力隔壁4を介して切羽崩壊圧を保持
する圧力室5が形成されている。この圧力隔壁には、カ
ッタヘッド3により掘削された土砂を圧力室5から排出
する排土装置6が設けられている。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will now be described with reference to FIGS. As shown in FIG. 4, the rotary drive unit 2 is provided at the front of the shield body 1 of the shield machine.
The cutter head 3 which is swung by the above is disposed, and a pressure chamber 5 for holding the face collapsing pressure is formed in the front portion of the shield body 1 through the pressure partition wall 4. The pressure partition wall is provided with an earth discharging device 6 for discharging the earth and sand excavated by the cutter head 3 from the pressure chamber 5.

【0009】この排土装置6は、入口が圧力隔壁4を貫
通して開口された円筒状ケーシング7内に、軸付きの螺
旋状スクリュー8を有するスクリューコンベヤ装置9で
構成されている。そして、ケーシング7の中間部には、
図1〜図3に示すように、圧力室5内の切羽崩壊土圧を
保持しつつ土砂を排出する回転減速筒11A,11Bと
減速用回転装置12A,12Bとスクリュー駆動装置1
3とが配置され、またスクリュー8が削除されたプラグ
ゾーン14には抵抗装置15が設けられている。
The soil discharging device 6 is composed of a screw conveyor device 9 having a spiral screw 8 with a shaft in a cylindrical casing 7 having an inlet opened through the pressure partition wall 4. And in the middle part of the casing 7,
As shown in FIGS. 1 to 3, the rotary speed reduction cylinders 11A and 11B for discharging the earth and sand while maintaining the face collapse soil pressure in the pressure chamber 5, the speed reduction rotation devices 12A and 12B, and the screw drive device 1
3 is arranged, and a resistance device 15 is provided in the plug zone 14 in which the screw 8 is removed.

【0010】前記回転減速筒11A,11Bは、ケーシ
ング7の一部が所定長さL1,L2にわたってそれぞれ
切り欠かれ、外周部でケーシング7にフランジを介して
取り付けられた支持筒21A,21Bにシール材を介し
て回転自在に支持されている。また減速用回転装置12
A,12Bは、回転減速筒11A,11Bの出口側に設
けられたギヤケース23A,23Bに、回転減速筒11
A,11Bの鍔部24A,24Bに固定された減速用リ
ングギヤ25A,25Bと、この減速用リングギヤ25
A,25Bに噛合されて減速用モータ26A,26Bに
駆動される減速用ピニオン27A,27Bとが具備され
ている。そして、シールド掘進機の制御室に設けられた
排土調整装置28により、減速用モータ26A,26B
の回転速度を排出土砂の性状に合わせて制御し、回転減
速筒11A,11Bの回転速度を0からスクリュー8と
同一方向に等速度までの範囲で任意に調整可能に構成さ
れている。
The rotation reduction cylinders 11A and 11B are formed by cutting out portions of the casing 7 over predetermined lengths L1 and L2, respectively, and sealing the support cylinders 21A and 21B attached to the casing 7 via flanges at the outer peripheral portions. It is rotatably supported through the material. In addition, the deceleration rotation device 12
A and 12B are attached to the gear cases 23A and 23B provided on the outlet side of the rotation reduction cylinders 11A and 11B, respectively.
Reduction ring gears 25A and 25B fixed to the collar portions 24A and 24B of A and 11B, and the reduction ring gear 25
There are provided deceleration pinions 27A and 27B which are meshed with A and 25B and driven by deceleration motors 26A and 26B. Then, by the soil discharge adjusting device 28 provided in the control room of the shield machine, the deceleration motors 26A, 26B
Is controlled according to the property of the discharged earth and sand, and the rotation speed of the rotation reduction cylinders 11A, 11B can be arbitrarily adjusted within a range from 0 to the same speed in the same direction as the screw 8.

【0011】また、回転減速筒11A,11Bには洗浄
手段である土砂洗浄装置31A,31Bが設けられてい
る。土砂洗浄装置31A,31Bは、回転減速筒11
A,11Bに所定間隔をあけて形成された複数の洗浄水
噴射孔32A,32Bと、洗浄水噴射孔32A,32B
にそれぞれ給水管33を介して、または直接洗浄水を供
給するロータリージョイント34A,34Bと、このロ
ータリージョイント34A,34Bに給水ホース35
A,35Bを介して外部から洗浄水を供給する洗浄水供
給装置36とで構成されている。これにより、土砂を排
出して運転を停止した後、洗浄水噴射孔32A,32B
から洗浄水を停止状態または回転状態のスクリュー8の
軸および羽根間に噴射して付着した固化前の土砂を迅速
に除去することができる。
Further, the deceleration cylinders 11A and 11B are provided with earth and sand cleaning devices 31A and 31B as cleaning means. The earth and sand cleaning devices 31A and 31B include the rotation reduction cylinder 11
A plurality of cleaning water injection holes 32A and 32B formed at predetermined intervals in A and 11B, and cleaning water injection holes 32A and 32B
To the rotary joints 34A and 34B for supplying washing water to the rotary joints 34A and 34B respectively via the water supply pipe 33 or directly to the rotary joints 34A and 34B.
A cleaning water supply device 36 for supplying cleaning water from the outside via A and 35B. As a result, after the earth and sand are discharged and the operation is stopped, the wash water injection holes 32A, 32B
Thus, the cleaning water can be sprayed between the shaft and the blade of the screw 8 in the stopped state or the rotating state to quickly remove the adhered earth and sand.

【0012】なお、土砂洗浄装置を止水プラグ付洗浄水
噴射孔のみで構成して、メンテナンス時に手動にで止水
プラグに代えて洗浄水供給ホースを接続するように構成
することもできる。
It is also possible to construct the earth and sand cleaning device only with the cleaning water injection hole with the water blocking plug, and manually connect the cleaning water supply hose in place of the water blocking plug during maintenance.

【0013】スクリュー駆動装置13は、ケーシング7
の一部が分割されてスクリュー8に連結固定された駆動
筒41と、この駆動筒41の鍔部42に固定された駆動
用リングギヤ43と、ケース44に配設されたスクリュ
ー駆動モータ45により回転駆動されるとともに駆動用
リングギヤ43に噛合されるスクリュー駆動ピニオン4
6とで構成されている。
The screw drive device 13 includes a casing 7
Is rotated by a drive cylinder 41 that is partly divided and fixedly connected to the screw 8, a drive ring gear 43 that is fixed to the flange portion 42 of the drive cylinder 41, and a screw drive motor 45 that is arranged in a case 44. The screw drive pinion 4 driven and meshed with the drive ring gear 43
6.

【0014】抵抗板装置15は、ケーシング7に形成さ
れた長孔51を介してプラグゾーン14に出退自在なた
とえば一対の矩形抵抗板52が配設されている。前記抵
抗板52は、支持フレーム53を介して支持された複数
の出退シリンダ54のピストンロッドに連結されて接近
離間方向に出退され、プラグゾーン14に突出させるこ
とにより、抵抗板52と土砂との摩擦力により、土砂の
押出力を減衰させて圧力室2の崩壊土圧を保持すること
ができる。ここで、長孔51は軸心と平行に形成した
が、傾斜角をもって形成してもよい。
The resistance plate device 15 is provided with, for example, a pair of rectangular resistance plates 52 that can freely move in and out of the plug zone 14 through a long hole 51 formed in the casing 7. The resistance plate 52 is connected to the piston rods of a plurality of retractable cylinders 54 supported through a support frame 53, and is moved in and out in the approaching / separating direction, and is projected into the plug zone 14, so that the resistance plate 52 and the earth and sand are deposited. By the frictional force between and, it is possible to damp the pushing force of the earth and sand and maintain the collapsed earth pressure of the pressure chamber 2. Here, although the long hole 51 is formed parallel to the axis, it may be formed with an inclination angle.

【0015】上記構成において、カッタヘッド3により
掘削された土砂は、圧力室5に取り込まれるとともに、
圧力室5により地盤の切羽崩壊土圧が保持される。そし
て排土装置6であるスクリューコンベヤ装置9により後
方に搬送されて大気圧である後方空間に排出される。こ
の時、スクリュー8によりケーシング7内を搬送される
土砂は、減速用回転装置12A,12Bにより回転減速
筒11A,11Bがスクリュー8と同一方向に回転され
ることにより、土砂に対する搬送駆動力の伝達が半減さ
れて、たとえばスクリュー8と回転減速筒11A,11
Bとが同一速度で同一方向に回転されることにより、土
砂は共回りして搬送力は全く伝達されず、入口側からの
搬送力により土砂が圧密化されつつ出口側に搬送され、
圧力室5内の土圧が効果的に保持される。さらにスクリ
ュー8のないプラグゾーン14に差し掛かると、突出さ
れた抵抗板52と土砂の摩擦抵抗により、圧力室5内の
土圧による土砂の押出力が減衰されて土砂プラグが効果
的に作用される。これにより、大深度で切羽崩壊土圧が
高い場合でも、またスクリューコンベヤ装置9による搬
送距離が短くても、圧力室5内の土圧を充分に保持する
ことができる。しかも、土砂の搬出量を減少させること
もなく、狭い通過空間を形成しないので、砕石などが詰
まることもない。
In the above structure, the earth and sand excavated by the cutter head 3 is taken into the pressure chamber 5 and
The pressure chamber 5 holds the ground collapsed earth pressure. Then, it is conveyed backward by the screw conveyor device 9 which is the soil discharging device 6 and discharged to the rear space at atmospheric pressure. At this time, the earth and sand conveyed in the casing 7 by the screw 8 are transmitted by the rotation driving devices 12A and 12B for speed reduction to rotate the rotation reduction cylinders 11A and 11B in the same direction as the screw 8 to transmit the conveyance driving force to the earth and sand. Is halved, for example, the screw 8 and the rotation reduction cylinders 11A, 11
By rotating B and in the same direction at the same speed, the earth and sand co-rotate and no conveying force is transmitted, and the earth and sand are conveyed to the outlet side while being consolidated by the conveying force from the inlet side,
The earth pressure in the pressure chamber 5 is effectively retained. Further, when approaching the plug zone 14 where the screw 8 is not provided, due to the frictional resistance between the protruding resistance plate 52 and the earth and sand, the earth and sand pushing force due to earth pressure in the pressure chamber 5 is attenuated and the earth and sand plug is effectively operated. R. As a result, even if the face collapse soil pressure is large at a large depth and the conveying distance by the screw conveyor device 9 is short, the soil pressure in the pressure chamber 5 can be sufficiently maintained. Moreover, since the amount of sediment carried out is not reduced and a narrow passage space is not formed, crushed stones are not clogged.

【0016】また回転減速筒11A,11Bがスクリュ
ー8と同一方向に回転されることにより、土砂に対する
搬送駆動力が半減または消滅された状態では、スクリュ
ー8の軸や羽根間に土砂が付着し易い状態となる。この
排土装置6の運転が終了されてケーシング内の土砂が全
部搬出されてもスクリュー8の軸や羽根間に付着した土
砂が残る。このまま放置すると土砂が固化して強固に固
着し、後のメンテナンス時にこれを除去するのに多大な
労力と時間とを要することになるが、この実施の形態で
は、土砂洗浄装置31A,31Bにより付着土砂に洗浄
水噴射孔32A,32Bから洗浄水を噴射して固化前の
土砂を容易かつ迅速に除去することができる。
Further, when the rotation speed reduction cylinders 11A and 11B are rotated in the same direction as the screw 8 so that the transport driving force for the soil is reduced to half or eliminated, the soil easily adheres between the shafts and blades of the screw 8. It becomes a state. Even if all the earth and sand in the casing are carried out after the operation of the earth unloading device 6 is finished, the earth and sand attached between the shaft of the screw 8 and the blades remains. If it is left as it is, the earth and sand solidify and firmly adhere to each other, and it takes a lot of labor and time to remove the earth and sand during the subsequent maintenance. In this embodiment, the earth and sand cleaning devices 31A and 31B attach the earth and sand. Cleaning water can be sprayed from the cleaning water spray holes 32A and 32B onto the soil to easily and quickly remove the soil before solidification.

【0017】なお、上記実施の形態では、スクリュー8
を軸付スクリューとしたが、中心貘のないリボンスクリ
ューであってもよい。
In the above embodiment, the screw 8 is used.
Although the screw is a shaft screw, it may be a ribbon screw having no central shaft.

【0018】[0018]

【発明の効果】以上に述べたごとく、請求項1記載の発
明によれば、排土装置を停止して内部の土砂を排出した
後、すぐに洗浄手段を起動してスクリューに向かって洗
浄水を噴射することにより、固化前の付着土砂を完全に
除去することができ、回転減速筒に対応するスクリュー
への土砂の固着を未然に防止することができる。
As described above, according to the first aspect of the invention, after the earth discharging device is stopped to discharge the earth and sand inside, the cleaning means is immediately activated to wash the water toward the screw. By injecting, it is possible to completely remove the adhered earth and sand before solidification, and it is possible to prevent the earth and sand from sticking to the screw corresponding to the rotation reduction cylinder.

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

【図1】本発明に係る排土装置の実施の形態を示す縦断
面図である。
FIG. 1 is a vertical cross-sectional view showing an embodiment of an earth discharging device according to the present invention.

【図2】図1に示すA−A拡大断面図である。FIG. 2 is an enlarged cross-sectional view taken along the line AA shown in FIG.

【図3】図1に示すB−B断面図である。FIG. 3 is a sectional view taken along line BB shown in FIG.

【図4】同排土装置を装備したシールド掘進機の概略横
断面図である。
FIG. 4 is a schematic cross-sectional view of a shield machine equipped with the soil discharging device.

【符号の説明】[Explanation of symbols]

1 シールド本体 3 カッタヘッド 4 圧力隔壁 5 圧力室 6 排土装置 7 ケーシング 8 スクリュー 9 スクリューコンベヤ装置 11 回転減速筒 12 減速用回転装置 13 スクリュー駆動装置 14 プラグゾーン 15 抵抗板装置 26 減速用モータ 28 排土調整装置 31A,31B 土砂洗浄装置 32A,32B 洗浄水噴射孔 34A,34B ロータリージョイント 35A,35B 給水ホース 36 洗浄水供給装置 45 スクリュー駆動モータ DESCRIPTION OF SYMBOLS 1 Shield main body 3 Cutter head 4 Pressure partition wall 5 Pressure chamber 6 Soil discharging device 7 Casing 8 Screw 9 Screw conveyor device 11 Rotating speed reducing cylinder 12 Speed reducing rotating device 13 Screw driving device 14 Plug zone 15 Resistance plate device 26 Speed reducing motor 28 Discharge Soil adjusting device 31A, 31B Sediment cleaning device 32A, 32B Cleaning water injection hole 34A, 34B Rotary joint 35A, 35B Water supply hose 36 Cleaning water supply device 45 Screw drive motor

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】入口がシールド本体の前部の圧力室に接続
されるとともに出口が大気側に開放された筒状ケーシン
グ内に、螺旋状スクリューを内蔵したスクリューコンベ
ヤ装置を備えたシールド掘進機の排土装置において、前
記ケーシングの一部が分割されてケーシングの軸心回り
に回転自在に支持された回転減速筒と、この回転減速筒
をスクリューと同一方向に回転駆動可能な減速用回転装
置を設け、前記回転減速筒に、スクリューに向かって洗
浄水を噴射する土砂洗浄装置を設けたことを特徴とする
シールド掘進機の排土装置。
1. A shield machine having a screw conveyor device having a spiral screw built in a cylindrical casing having an inlet connected to a front pressure chamber of a shield body and an outlet open to the atmosphere side. In the soil discharging device, there are provided a rotation reduction cylinder in which a part of the casing is divided and rotatably supported around an axis of the casing, and a rotation device for reduction capable of rotationally driving the rotation reduction cylinder in the same direction as the screw. A soil excavator for a shield machine, wherein the rotary deceleration cylinder is provided with an earth and sand washing device for injecting washing water toward a screw.
【請求項2】土砂洗浄装置は、回転減速筒に複数位置に
形成された洗浄水噴射孔と、この洗浄水噴射孔に接続さ
れたロータリージョイントと、このロータリージョイン
トに洗浄水を供給する洗浄水供給装置とで構成されたこ
とを特徴とする請求項1記載のシールド掘進機の排土装
置。
2. The earth and sand cleaning device comprises a cleaning water injection hole formed at a plurality of positions on a rotary reduction cylinder, a rotary joint connected to the cleaning water injection hole, and cleaning water for supplying the cleaning water to the rotary joint. The earth removing device for a shield machine according to claim 1, wherein the earth removing device comprises a supply device.
JP24225695A 1995-09-21 1995-09-21 Discharge device of shield machine Expired - Lifetime JP2957113B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24225695A JP2957113B2 (en) 1995-09-21 1995-09-21 Discharge device of shield machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24225695A JP2957113B2 (en) 1995-09-21 1995-09-21 Discharge device of shield machine

Publications (2)

Publication Number Publication Date
JPH0988483A true JPH0988483A (en) 1997-03-31
JP2957113B2 JP2957113B2 (en) 1999-10-04

Family

ID=17086569

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24225695A Expired - Lifetime JP2957113B2 (en) 1995-09-21 1995-09-21 Discharge device of shield machine

Country Status (1)

Country Link
JP (1) JP2957113B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105600364A (en) * 2016-03-02 2016-05-25 武汉力田生物科技有限公司 Self-cleaning delivery device suitable for sticky fermented feed
CN106628882A (en) * 2016-11-28 2017-05-10 无锡市麦杰机械工程有限公司 Powder spiral conveyor
CN106672559A (en) * 2016-11-28 2017-05-17 无锡市麦杰机械工程有限公司 Spiral conveying device with self-cleaning structure
CN109211044A (en) * 2018-08-28 2019-01-15 张东 A kind of suction type blasthole slag cleaning device for tunnel surrounding explosion
CN109911489A (en) * 2019-03-29 2019-06-21 拉扎斯网络科技(上海)有限公司 Unmanned dispensing device, dispensing machine people dispatching method and electronic equipment

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105600364A (en) * 2016-03-02 2016-05-25 武汉力田生物科技有限公司 Self-cleaning delivery device suitable for sticky fermented feed
CN106628882A (en) * 2016-11-28 2017-05-10 无锡市麦杰机械工程有限公司 Powder spiral conveyor
CN106672559A (en) * 2016-11-28 2017-05-17 无锡市麦杰机械工程有限公司 Spiral conveying device with self-cleaning structure
CN109211044A (en) * 2018-08-28 2019-01-15 张东 A kind of suction type blasthole slag cleaning device for tunnel surrounding explosion
CN109211044B (en) * 2018-08-28 2020-11-17 东阳市中晟建筑工程有限公司 Negative pressure type blast hole slag removal device for tunnel surrounding rock blasting
CN109911489A (en) * 2019-03-29 2019-06-21 拉扎斯网络科技(上海)有限公司 Unmanned dispensing device, dispensing machine people dispatching method and electronic equipment
CN109911489B (en) * 2019-03-29 2020-09-04 拉扎斯网络科技(上海)有限公司 Unmanned delivery device, delivery robot scheduling method and electronic device

Also Published As

Publication number Publication date
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