JPS6051297A - Earth discharge apparatus of shield drilling machine - Google Patents

Earth discharge apparatus of shield drilling machine

Info

Publication number
JPS6051297A
JPS6051297A JP15877883A JP15877883A JPS6051297A JP S6051297 A JPS6051297 A JP S6051297A JP 15877883 A JP15877883 A JP 15877883A JP 15877883 A JP15877883 A JP 15877883A JP S6051297 A JPS6051297 A JP S6051297A
Authority
JP
Japan
Prior art keywords
tooth
hopper
fixed
movable
movable tooth
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
Application number
JP15877883A
Other languages
Japanese (ja)
Inventor
進 山本
小坂 仁佐衛門
昭二 西田
雄次 田中
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
Obayashi Gumi Ltd
Original Assignee
Hitachi Zosen Corp
Obayashi Gumi 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 Hitachi Zosen Corp, Obayashi Gumi Ltd filed Critical Hitachi Zosen Corp
Priority to JP15877883A priority Critical patent/JPS6051297A/en
Publication of JPS6051297A publication Critical patent/JPS6051297A/en
Pending legal-status Critical Current

Links

Landscapes

  • Crushing And Grinding (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明はシールド掘進機の排土装置に関する。[Detailed description of the invention] The present invention relates to an earth removal device for a shield excavator.

従来、泥水シールド掘進機における排土装置には、流体
輸送ができない粗大礫、玉石等の大型固形物を破砕する
ジョーフラッシャ式の破砕装置が装備されていた。とこ
ろで、この破砕装置は、固定歯に対して可動歯が接近離
間するようにされたもので、またこの可動歯は油圧シリ
ンダーによって作動させられていた。このだめ、破砕の
だめの作動サイクルは油圧切換弁の切換回数によって決
まり、例えば約50回/分が限度であり、また油圧配管
においても、油の流れる方向がその都度変わるため、ど
うしても作動サイクルに制限があり、従って効率の良い
破砕ができないという欠点があった0 そこで、本発明は上記欠点を解消し得るシールド掘進機
の排土装置を提供することを目的とする。
Conventionally, earth removal devices in muddy water shield excavators have been equipped with jaw-flusher-type crushing devices that crush large solid objects such as coarse gravel and cobblestones that cannot be transported by fluid. By the way, in this crushing device, the movable teeth move toward and away from the fixed teeth, and the movable teeth are operated by a hydraulic cylinder. The operating cycle of this reservoir and crushing reservoir is determined by the number of times the hydraulic switching valve is switched, and is limited to approximately 50 times/minute, for example.Also, in hydraulic piping, the direction of oil flow changes each time, so there is a limit to the operating cycle. Therefore, it is an object of the present invention to provide an earth removal device for a shield excavator that can eliminate the above-mentioned drawbacks.

即ち、本発明はシールド本体前部に設けられた圧力室内
に、上部に土砂取込用開口を有すると共に下部に流体輸
送管が接続されたホッパを設け、該ホッパ内に固定歯を
配設し、該固定歯に対応する位置で可動歯を水平軸を介
して揺動可能に支持すると共に該可動歯の適所に偏心軸
を回転自在に設け、且つ該偏心軸を回転させて上記可動
歯を固定歯に対して接近離間移動させる回転駆動装置を
設けたことを特徴とするシールド掘進機の枡土装置で、
かかる構成によると、可動歯は偏心軸を介して回転駆動
装置により固定歯に対して接近離間移動させられるため
、例えば従来の往復式の油圧シリンダーに比べて、その
破砕回数を増すことができ、従って破砕効率が良好とな
り、また可動歯の移動が宅くなるため、動的な破砕をす
ることができ、従って破砕荷重が小さくなる。
That is, the present invention provides a hopper having an opening for taking in dirt at the upper part and a fluid transport pipe connected to the lower part in the pressure chamber provided in the front part of the shield main body, and fixed teeth are arranged in the hopper. , a movable tooth is swingably supported via a horizontal axis at a position corresponding to the fixed tooth, an eccentric shaft is rotatably provided at an appropriate position of the movable tooth, and the eccentric shaft is rotated to move the movable tooth. A masonry device for a shield excavator, characterized in that it is equipped with a rotary drive device that moves toward and away from fixed teeth,
According to this configuration, the movable tooth is moved toward and away from the fixed tooth by the rotary drive device via the eccentric shaft, so the number of crushing times can be increased compared to, for example, a conventional reciprocating hydraulic cylinder. Therefore, the crushing efficiency is improved, and the movement of the movable teeth is reduced, so dynamic crushing can be performed, and the crushing load is therefore reduced.

以下、本発明の一実施例を第1図〜第4図に基づき説明
する。(1)は泥水型シールド掘進機(2)のシールド
本体で、その前部には、内部に1王力室(3)が形成さ
れたカッタヘッド(4)が軸受(5)を介して回転自在
に設けられている。なお、(0)は上H己カッタヘッド
(4)を回転させる回転駆動装置(例えば油圧モータ)
で、その出力軸に収付けられたピニオン(7)がカッタ
ヘッド(4)の後部筒体(4a)に収付けられたリング
ギヤ(8)に噛合わされている。(9)は本発明に係る
排土装置で、圧力室(3)内の土砂をそのまま若しくは
土砂中に粗大礫、玉石等の大型固形物が含まれる場合に
はそれらを破砕して排泥管(流体輸送管)uQに排出す
るためのものである。即ち、Qυは圧力室(3)内に設
けられたホッパで、シールド本体(1)側の隔壁@に支
持された筒状体03と、前壁114)及び後壁00とに
よって形成場れている。そして、上記ホッパαυの上部
には、土砂取込用の開口01が形成されると共に、後壁
(IQ上下部は土砂輸送用の排泥管01が接続されてい
る。なお、(17)は保守時に上記開口αQを閉じるだ
めの開閉ゲートで、筒状体u3に取付けられた油圧シリ
ンダー(至)によって作動させられる。、 (ILJは
ホッパ0υ内前半部にしかも開口AQに対応する位置で
配置されたグリズリ式のスクリーンで、大型固形物をホ
ッパα殻内後半部に導くだめのものである。翰はホッパ
α殻内後半部に配置された大型固形物の破砕装置で、シ
ールド本体(υ軸心を中心にして、その−刃側に設けら
れた固定歯?υと、能力側に設けられてこの固定歯学υ
に対して接近離間可能にされた可動歯四とから構成され
ている。即ち、固定歯eυの上端部は、&数個の支持リ
ンク@を介してシールド本体(1)軸心と直交する面内
で揺動可能に、上記筒状体ケ;りの一方の内壁に支持さ
れ、またその下端部は前後方向の位置調整用偏心軸(ハ
)を介してホッパUυ側に支nはれている。また、上記
可動歯(2)の上端部tよ、固定歯G?、Dとは反対側
位置で固定歯シυ同様に複数個の支持リンク(イ)を介
して筒状体03の他方の内壁に支持されると共に、その
下端部には、揺動用偏心軸(1)が回転自在に挿入され
、更にこの揺動用偏心軸(ホ)には後壁0均に収付けら
れた回転駆動装置(例えば前圧モータ)@の出力軸(2
7a )が連結されている。従って、回転駆動装置(イ
)が作動すると、可動歯e4は第4図矢印囚で示すよう
に、固定歯シυに対して接近離間移動し、また固定歯e
υの位置調整用rli4心軸(財)端部に取付けられた
レバー(ハ)を回転させることによって、固定歯Qυを
可動歯(イ)側に移動式せて、固定歯?◇と可動歯@と
の間の隙間を調整することができる。なお、上記固定歯
ンυ及び可動歯翰の各対向表面には、破砕用に凹凸部が
形成されている。また、上記各支持リンク脅曽の一端部
すよそれぞれ第1水平連結ピン四を介して筒状体Q側内
面に突設されたグラケラ) C(Uに支持されると共に
、他端部はそれぞれ第2水平連結ピン1311を介して
固定歯CAD及び可動歯(ホ)に連結されている。13
2は後壁Oeの上部に接続された送泥管、13(支)は
後壁0υ及びホッパ0υの側部を挿通して設けられたジ
ェット水注入管である。
Hereinafter, one embodiment of the present invention will be described based on FIGS. 1 to 4. (1) is the shield body of the muddy water type shield excavator (2), and in the front part thereof, a cutter head (4) with a single power chamber (3) formed inside rotates via a bearing (5). It is set freely. Note that (0) is a rotational drive device (for example, a hydraulic motor) that rotates the upper cutter head (4).
A pinion (7) housed in the output shaft is meshed with a ring gear (8) housed in the rear cylinder body (4a) of the cutter head (4). (9) is the earth removal device according to the present invention, which removes the earth and sand in the pressure chamber (3) as it is or, if the earth and sand contains large solid objects such as coarse gravel and boulders, crushes them and drains the earth and sand into the mud removal pipe. (Fluid transport pipe) This is for discharging to uQ. That is, Qυ is a hopper provided in the pressure chamber (3), which is formed by the cylindrical body 03 supported by the partition wall on the shield body (1) side, the front wall 114), and the rear wall 00. There is. An opening 01 for taking in sediment is formed in the upper part of the hopper αυ, and a mud removal pipe 01 for transporting sediment is connected to the rear wall (the upper and lower parts of the IQ). This opening/closing gate is used to close the opening αQ during maintenance, and is operated by a hydraulic cylinder (to) attached to the cylindrical body u3. (ILJ is located in the front half of the hopper 0υ and at a position corresponding to the opening AQ. It is a Grizzly-type screen that guides large solids to the rear half of the hopper α shell. Centering on the axis, there is a fixed tooth ?υ provided on the blade side, and a fixed tooth υ provided on the power side.
It is composed of four movable teeth that can move toward and away from each other. That is, the upper end of the fixed tooth eυ is attached to one inner wall of the cylindrical body so as to be able to swing in a plane orthogonal to the axis of the shield body (1) via several support links. The lower end portion thereof is supported on the hopper Uυ side via an eccentric shaft (c) for adjusting the position in the longitudinal direction. Also, the upper end t of the movable tooth (2), the fixed tooth G? , D is supported on the other inner wall of the cylindrical body 03 via a plurality of support links (A) in the same way as the fixed teeth υ, and at its lower end, there is an eccentric shaft for swinging ( 1) is rotatably inserted, and the output shaft (2) of a rotary drive device (for example, a front pressure motor) housed in the rear wall is inserted into this swinging eccentric shaft (E).
7a) are connected. Therefore, when the rotary drive device (A) operates, the movable tooth e4 moves toward and away from the fixed tooth υ, as shown by the arrow in FIG.
By rotating the lever (c) attached to the end of the rli 4-core shaft for adjusting the position of υ, the fixed tooth Qυ can be moved to the movable tooth (a) side, and the fixed tooth ? The gap between ◇ and the movable tooth @ can be adjusted. Incidentally, an uneven portion for crushing is formed on each opposing surface of the fixed teeth υ and the movable teeth. In addition, one end of each of the support links is supported by the inner surface of the cylindrical body Q side via the first horizontal connecting pin 4. It is connected to the fixed tooth CAD and the movable tooth (E) via a second horizontal connecting pin 1311.13
2 is a mud feeding pipe connected to the upper part of the rear wall Oe, and 13 (branch) is a jet water injection pipe inserted through the rear wall 0υ and the side of the hopper 0υ.

上記構成において、カッタヘッド(4)の圧力室(3)
に取込まれた土砂はスラリー状急となって開口u0を1
ffllす、ホッパUυ内部に流入し、そしてスクリー
ン(10によって土砂中に含まれる粗大礫、玉石等の大
型固形物(a)が収除かれる。大型固形物fatが取除
かれた土砂はホッパαυ内底部に至9、排泥管QQよシ
所定場所まで搬送される。一方、ヌクリーン四によって
取除かれた大型固形物(aJは、固定歯C21)と可動
歯(2)との間に入り、ここで固定歯eυに対して接近
離間移動即ち揺動する可動歯(4)によって細かく破砕
され、そして上記スクリーンOIを通過した土砂と同様
に、排泥管01を介して所定の場所まで搬送される。
In the above configuration, the pressure chamber (3) of the cutter head (4)
The sediment taken in suddenly becomes a slurry and closes the opening u0 by 1.
The large solids (a) such as coarse gravel and cobbles contained in the earth and sand are removed by the screen (10).The earth and sand from which the large solids fat have been removed are sent to the hopper αυ. It reaches the inner bottom 9 and is transported to a predetermined place through the sludge removal pipe QQ.Meanwhile, it enters between the large solids removed by Nuclean 4 (aJ is the fixed tooth C21) and the movable tooth (2). Here, it is finely crushed by the movable teeth (4) that move toward and away from the fixed teeth eυ, that is, swing, and then, like the earth and sand that has passed through the screen OI, it is transported to a predetermined location via the mud removal pipe 01. be done.

以上の構成によると、可動歯は偏心軸を介して回転駆動
装置により固定歯に対して接近離間移動させられるため
、例えば従来の往復式の油圧シリンダーに比べて、その
破砕回数を増すことができ、従って破砕効率が良好とな
り、また可動歯の移動が早くなるだめ、動的な破砕をす
ることができ、従って破砕荷重が小さくなる。
According to the above configuration, the movable tooth is moved toward and away from the fixed tooth by the rotary drive device via the eccentric shaft, so the number of crushing times can be increased compared to, for example, a conventional reciprocating hydraulic cylinder. Therefore, the crushing efficiency becomes good, and the faster the movable teeth move, the more dynamic crushing becomes possible, and the crushing load becomes smaller.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明の一実施例を示すもので、第1図は全体縦
断面図、第2図は第1図の1−1矢視図、第3図は第1
図の一部切欠11−l矢視図、第4図は第3図の■−■
矢視位置における断面図である。 (1)・・・V−ルド本体、(2)・・・シールトノか
1進機、(3)・・・圧力室、(4)・・・カッタヘッ
ド、(9)・・・排土装置、(IG・・・排泥管、q]
)・・・ホッパ、αη・−・開閉ゲート、lJ!1・・
・スクリーン、四・・・破砕装置、■υ・・・固定歯、
峻・・・可動歯、@・・・支持リンク、(ハ)・・・位
置調整用IJi*を6軸、(7)・・・支持リンク、(
1)・・・揺動用偏心軸、(イ)・・・回転駆動装置代
理人 森 本 義 弘
The drawings show one embodiment of the present invention, and FIG. 1 is an overall vertical sectional view, FIG. 2 is a view taken along arrow 1-1 in FIG. 1, and FIG.
A partially cutaway view from the arrow 11-l in the figure, Figure 4 is from ■-■ in Figure 3.
FIG. (1)...V-rud body, (2)...Seal tonneau or unitary machine, (3)...Pressure chamber, (4)...Cutter head, (9)...Earth removal device , (IG...sludge removal pipe, q]
)・・・Hopper, αη・−・Opening/closing gate, lJ! 1...
・Screen, 4...Crushing device, ■υ...Fixed teeth,
Sharp: Movable tooth, @: Support link, (c): 6 axes of IJi* for position adjustment, (7): Support link, (
1)...Eccentric shaft for swinging, (a)...Rotary drive device agent Yoshihiro Morimoto

Claims (1)

【特許請求の範囲】[Claims] 1、 シールド本体前部に設けられた圧力室内に、上部
に土砂取込用開口を有すると共に下部に流体輸送管が接
続されたホッパを設け、該ホッパ内に固定歯を配設し、
該固定歯に対応する位置で可動歯を水平軸心回りで揺動
可能に支持すると共に該可動歯の適所に偏心軸を回転自
在に設け、且つ該偏心軸を回転させて北記可動歯を固定
歯に対して接近離間移動させる回転駆動装置を設けたこ
とを特徴とするシールド掘進機の排土装置。
1. A hopper having an opening for taking in sediment at the top and a fluid transport pipe connected to the bottom is provided in the pressure chamber provided at the front of the shield main body, and fixed teeth are arranged in the hopper,
A movable tooth is supported so as to be able to swing around a horizontal axis at a position corresponding to the fixed tooth, and an eccentric shaft is rotatably provided at an appropriate position of the movable tooth, and the eccentric shaft is rotated to move the movable tooth as described above. An earth removal device for a shield excavator, characterized in that it is provided with a rotary drive device that moves toward and away from fixed teeth.
JP15877883A 1983-08-30 1983-08-30 Earth discharge apparatus of shield drilling machine Pending JPS6051297A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15877883A JPS6051297A (en) 1983-08-30 1983-08-30 Earth discharge apparatus of shield drilling machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15877883A JPS6051297A (en) 1983-08-30 1983-08-30 Earth discharge apparatus of shield drilling machine

Publications (1)

Publication Number Publication Date
JPS6051297A true JPS6051297A (en) 1985-03-22

Family

ID=15679126

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15877883A Pending JPS6051297A (en) 1983-08-30 1983-08-30 Earth discharge apparatus of shield drilling machine

Country Status (1)

Country Link
JP (1) JPS6051297A (en)

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