JPS6027360B2 - Gravel removal device for shield excavator - Google Patents

Gravel removal device for shield excavator

Info

Publication number
JPS6027360B2
JPS6027360B2 JP13502579A JP13502579A JPS6027360B2 JP S6027360 B2 JPS6027360 B2 JP S6027360B2 JP 13502579 A JP13502579 A JP 13502579A JP 13502579 A JP13502579 A JP 13502579A JP S6027360 B2 JPS6027360 B2 JP S6027360B2
Authority
JP
Japan
Prior art keywords
material receiving
receiving chamber
shredded material
horizontal axis
bar screen
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
Application number
JP13502579A
Other languages
Japanese (ja)
Other versions
JPS5659999A (en
Inventor
昭二 西田
広志 富木
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 JP13502579A priority Critical patent/JPS6027360B2/en
Publication of JPS5659999A publication Critical patent/JPS5659999A/en
Publication of JPS6027360B2 publication Critical patent/JPS6027360B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明はシールド掘進機の樵取装置に関するものである
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a wood cutting device for a shield tunneling machine.

シールド掘進機からの排泥水ラインで輸送する泥水中に
粘土塊や石などが含まれていると、これら粘土塊や石な
どが輸送能率を低下させるばかりでなく最悪の場合には
排泥水ラインに詰って輸送を不可能とする。
If the muddy water transported by the drainage line from the shield excavator contains clay lumps or stones, these clay lumps or stones will not only reduce the transport efficiency, but in the worst case, they will also be transported into the drainage line. It becomes clogged and becomes impossible to transport.

本発明は粘士塊や石などの紬断ならびに排泥水ラインか
らの敬出しをこれらが9E泥水ラインに入る前に容易に
行なえるシールド掘進機の機取装置を提案するもので、
以下その一実施例を第1図〜第3図に基づいて説明する
The present invention proposes a cutting device for a shield excavator that can easily cut viscous lumps, stones, etc., and remove them from the draining mud water line before they enter the 9E mud water line.
One embodiment will be described below based on FIGS. 1 to 3.

1はシールド、2はシールド1と同心状の固定筒体であ
り、これらに軸受3,4を介してカッターヘッド5並び
にこれと一体の回転バケット6等が藤支される。
1 is a shield, 2 is a fixed cylindrical body concentric with the shield 1, and a cutter head 5, a rotary bucket 6 integrated therewith, etc. are supported via bearings 3 and 4.

そしてこれらの回転部材は駆動モータ7にギャ機構8を
介して連動連結される。回転部材の内部は切羽加圧室9
とされ、この切羽加圧室9に送泥水ライン(図示せず。
)が接続管10を介して蓮通する。11は掘削土砂受入
ホッパーであり、このホツパー11はその入口12が切
羽加圧室9内部で開口し、かつその胴部13が前記固定
筒体2を通して大気圧側14に張出すべ〈設置される。
These rotating members are interlocked and connected to a drive motor 7 via a gear mechanism 8. Inside the rotating member is a face pressure chamber 9.
A mud water supply line (not shown) is connected to this face pressurizing chamber 9.
) is passed through the connecting pipe 10. Reference numeral 11 denotes an excavated soil receiving hopper, and this hopper 11 has an inlet 12 that opens inside the face pressurizing chamber 9, and a body 13 that extends through the fixed cylinder 2 to the atmospheric pressure side 14. Ru.

ホッパー11内首都には横桁15が架設される。16は
ローターであり、このローター16は、ホッパー11の
首部に軸受17,18を介して取付けた横軸芯19を有
する駆動軸20と、この駆動軸20‘こその軸方向にお
いて適当間隔置きに取付けた打砕羽根21とから構成さ
れ、またこれら打砕羽根21は回転方向において段階状
に任意な角度だけ位置をずらせてある。
A crossbeam 15 is constructed at the capital within the hopper 11. 16 is a rotor, and this rotor 16 includes a drive shaft 20 having a horizontal axis 19 attached to the neck of the hopper 11 via bearings 17 and 18, and this drive shaft 20' being spaced at appropriate intervals in the axial direction. It consists of attached crushing blades 21, and these crushing blades 21 are shifted by an arbitrary angle stepwise in the direction of rotation.

前記駆動軸2川ま駆動用減速機付油圧モータ22に連動
連結し「 これにより正回転Aならびに逆回転B可能と
なるが、ここで正回転A時にはィンチング回転も可能で
ある。23は横桁15とホッパー11の前端壁11Aと
の間に架設されたスクリーンであり、これは前記駆動軸
2‐0の一側方部分がバースクリーン23Aとして前記
横軸芯19と同一レベルに設けられ、また他側方部分が
傾斜スクリーン23Bとされる。
The two drive shafts are interlocked and connected to a hydraulic motor 22 with a reducer for driving. This enables forward rotation A and reverse rotation B, but when forward rotation A, pinching rotation is also possible. 23 is a cross beam. 15 and the front end wall 11A of the hopper 11, one side portion of the drive shaft 2-0 is provided as a bar screen 23A at the same level as the horizontal shaft center 19, and The other side portion is an inclined screen 23B.

ホツパ−11内後端部にはカム室24が構成される。そ
して前記横桁15とこのカム室24との間に亘って振動
節25が設けられる。すなわち振動節25は複数の煩斜
バー25Aからなり、その一端が機軸26により横桁1
5内部に軸支され、その他端がカム室24内部で偏心カ
ム27に倣わされる。偏心カム27はホッパー外側に設
けられた駆動モータ28に運動連結される。ホッパー1
1内部はこの振動筋25により上下に区画され、その下
部が細断物受入室28、上部が非紬断物受入室28とさ
れる。紬断物受入室28は前記モータ16の正回転A時
に打砕羽根21がバースクIJーン23Aを通して下降
する側に臨み、また非紬断物受入室29は前記後斜スク
リーン23Bの終部に臨む。さらに非紬断物受入室29
には非紬断物取出口30が設けられ、この取出口3川こ
は操作装置31を有する開閉蓋32が設けられる。前記
紬断物受入室28には鱗泥水ライン(図示せず)に接続
する泥水出口管33が設けられる。なお34は掘削土砂
入口12のゲート開閉装置である。通常運転時において
ローター16は一定速度で正回転Aしており、送泥水ラ
インを流れる泥水は、接続管10から切羽加圧室9内に
入り、ここで掘削土砂と混合した後、ホッパー11内部
にその入口12から投入される。
A cam chamber 24 is formed at the rear end of the hopper 11 . A vibration node 25 is provided between the cross beam 15 and the cam chamber 24. That is, the vibration node 25 consists of a plurality of oblique bars 25A, one end of which is connected to the crossbeam 1 by the machine shaft 26.
5, and the other end follows the eccentric cam 27 inside the cam chamber 24. Eccentric cam 27 is kinematically coupled to a drive motor 28 located outside the hopper. Hopper 1
1 is divided into upper and lower parts by the vibrating bars 25, with the lower part serving as a shredded material receiving chamber 28 and the upper part serving as a non-shredded material receiving chamber 28. The cut material receiving chamber 28 faces the side where the crushing blades 21 descend through the bar disk IJ horn 23A when the motor 16 rotates forward A, and the non-pongee cut material receiving chamber 29 faces the end of the rear oblique screen 23B. Coming. In addition, non-pongee-cut items reception room 29
A non-pongee material outlet 30 is provided at the outlet 30, and an opening/closing lid 32 having an operating device 31 is provided for each outlet. The cut material receiving chamber 28 is provided with a muddy water outlet pipe 33 connected to a scale muddy water line (not shown). Note that 34 is a gate opening/closing device for the excavated earth and sand inlet 12. During normal operation, the rotor 16 rotates in the forward direction A at a constant speed, and the mud flowing through the mud water line enters the face pressure chamber 9 from the connecting pipe 10, mixes with excavated earth and sand, and then enters the hopper 11. is introduced from the inlet 12.

そしてバースクリーン23Aを通って紬断物受入室28
に入ったのち、泥水出口管33から8E泥水ラインへと
流される。泥水の中に粘土塊が含まれていたとき、この
粘土塊はバースクリーン23Aに受止められるが、この
とき正回転Bする打砕羽根18が該粘土塊に打込まれる
ことになって紬断(切断)され、以って固定バー間を通
って細断物受入室29へと移行する。粘土塊が固い場合
で一回で紬断できないとき、ローター16の回転負荷が
大きくなることからそれを油圧回路でキャッチし、この
ロータ−16を自動的にインチング回転させ、これによ
り紬断を行なう。バースクリーン23A上に玉石や磯C
などが受止められた場合、前述のようにィンチング回転
を行なうが、このィンチング回転が数回繰返されるとロ
ーター16は逆回転Bを行なつoこれによりバースクリ
ーン23A上の玉石や際Cは打砕羽根21により特上げ
られ、傾斜スクリーン238上から非細断物受入室29
に送り込まれる。
Then, pass through the bar screen 23A to the pongee cutting receiving room 28.
After entering the muddy water, the muddy water is discharged from the muddy water outlet pipe 33 to the muddy water line 8E. When clay lumps are included in the muddy water, the clay lumps are received by the bar screen 23A, but at this time, the crushing blades 18 rotating in the forward direction B are driven into the clay lumps, causing the pruning to be cut. (cut), and then passes between the fixed bars and moves to the shredded material receiving chamber 29. When the clay lump is hard and cannot be cut in one go, the rotational load on the rotor 16 increases, which is caught by the hydraulic circuit, and the rotor 16 is automatically rotated in an inching manner, thereby cutting the clay. . Cobblestones and rocks on bar screen 23A
If such a problem is detected, the pinching rotation is performed as described above, but when this pinching rotation is repeated several times, the rotor 16 performs the reverse rotation B. As a result, the boulders and edges C on the bar screen 23A are struck. The shredded material is specially raised by the shredder blade 21, and the non-shredded material receiving chamber 29 is raised from above the inclined screen 238.
sent to.

このとき、玉石や磯Cは振動節25上に落下し、この上
を通過する間に細粒蚤物が該振動節25を通過して紬断
物受入室28内へ至る。
At this time, the boulders and rocks C fall onto the vibrating node 25, and while passing over this, the fine fleas pass through the vibrating node 25 and reach the pongee cutting material receiving chamber 28.

なおローター16は一定角度の逆回転後再び正回転Aに
戻る。非織断物受入室29の玉石や機Cは、開閉蓋32
を開放することにより、手作業による引き出しやピスト
ンなどによる押し出し‘こより取出口30を介して取出
される。以上述べたように本発明によると、排泥水ライ
ンに入る手前で泥水中に含まれている粘土魂や石などを
細断できると共に非細断物は取出すことができ、以つて
排泥水ラインでの輸送能率の低下を防止できると共に、
粘土塊や石などが語って輸送が不可能となるような事態
を皆無にできる。
Note that the rotor 16 returns to normal rotation A again after reverse rotation by a certain angle. The cobblestones and machine C in the non-woven material receiving chamber 29 have an opening/closing lid 32.
By opening the holder, the material can be taken out through the extraction port 30 by manual pulling or extrusion using a piston or the like. As described above, according to the present invention, clay particles, stones, etc. contained in muddy water can be shredded before entering the muddy water line, and non-shredded items can be taken out. In addition to preventing a decline in transportation efficiency,
It can completely eliminate situations where clay lumps, stones, etc. become unstable and cannot be transported.

【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し、第1図は縦断側面図、
第2図は第1図の×−×矢視図、第3図は第1図のY−
Y断面矢視図である。 9・・…・切羽加圧室、11・・・・・・掘削土砂受入
ホッパ−、12・・・・・・掘削土砂入口、13・・・
・.・ホッパー胸部、14・・・・・・大気圧側、15
…・・・横桁、16・・・・・・ローター、19・・・
・・・横軸芯、20・・・・・・駆動軸、21・・・・
・・打砕羽根、22・・・・・・駆動用減速機付油圧モ
ータ、23……スクリーン、23A……バースクリーン
、23B・・・・・・傾斜スクリーン、25・・・・・
・振動節、25A・・・・・・傾斜バー、28・・…・
紬断物受入室、29・・・・・・非紬断物受入室、30
・・・・・・非紬断物取出口、33・・…・泥水出口管
。 第1図 第3図 第2図
The drawings show one embodiment of the present invention, and FIG. 1 is a longitudinal side view;
Figure 2 is a view from the X-X arrow in Figure 1, and Figure 3 is a Y-X view in Figure 1.
It is a Y cross section arrow direction view. 9... Face pressure chamber, 11... Excavation earth and sand receiving hopper, 12... Excavation earth and sand inlet, 13...
・..・Hopper chest, 14... Atmospheric pressure side, 15
...... Cross beam, 16... Rotor, 19...
... Horizontal axis center, 20 ... Drive shaft, 21 ...
... Crushing blade, 22 ... Hydraulic motor with drive reducer, 23 ... Screen, 23A ... Bar screen, 23B ... Inclined screen, 25 ...
・Vibration node, 25A... Inclined bar, 28...
Tsumugi-cut items reception room, 29...Non-tsumugi-cut items reception room, 30
......Non-pongee material outlet, 33...Muddy water outlet pipe. Figure 1 Figure 3 Figure 2

Claims (1)

【特許請求の範囲】[Claims] 1 シールド掘進機の切羽加圧室内で開口する掘削土砂
受入ホツパー内部に設置される礫取装置であつて、横軸
芯の周りに正逆回転可能で且つ横軸芯方向に適当間隔置
きに打砕羽根を有するローターと、前記横軸芯の一側方
に配設され且つ前記打砕羽根の回転を許す多数の固定バ
ーを有するバースクリーンと、このバースクリーンの下
方からその後方に亘つて形成される細断物受入室と、前
記横軸芯の他側方において前記細断物受入室上部に並設
される非細断物受入室と、細断物受入室と非細断物受入
室との間に設けられる振動篩とを有し、前記バースクリ
ーンの上方に掘削土砂入口を形成すると共に細断物受入
室に土砂泥水出口を形成したことを特徴とするシールド
掘進機の礫取装置。
1 A gravel removal device installed inside the excavated soil receiving hopper that opens in the face pressure chamber of the shield excavator, which can rotate forward and backward around the horizontal axis and is capable of striking at appropriate intervals in the horizontal axis direction. A rotor having crushing blades, a bar screen having a large number of fixed bars disposed on one side of the horizontal axis and allowing rotation of the crushing blades, and extending from below to behind the bar screen. a shredded material receiving chamber, a non-shredded material receiving chamber arranged in parallel above the shredded material receiving chamber on the other side of the horizontal axis, a shredded material receiving chamber and a non-shredded material receiving chamber. A gravel removal device for a shield excavator, comprising: a vibrating sieve installed between the bar screen, an excavated soil inlet formed above the bar screen, and an earth and mud water outlet formed in a shredded material receiving chamber. .
JP13502579A 1979-10-18 1979-10-18 Gravel removal device for shield excavator Expired JPS6027360B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13502579A JPS6027360B2 (en) 1979-10-18 1979-10-18 Gravel removal device for shield excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13502579A JPS6027360B2 (en) 1979-10-18 1979-10-18 Gravel removal device for shield excavator

Publications (2)

Publication Number Publication Date
JPS5659999A JPS5659999A (en) 1981-05-23
JPS6027360B2 true JPS6027360B2 (en) 1985-06-28

Family

ID=15142167

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13502579A Expired JPS6027360B2 (en) 1979-10-18 1979-10-18 Gravel removal device for shield excavator

Country Status (1)

Country Link
JP (1) JPS6027360B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0247291U (en) * 1988-09-26 1990-03-30

Also Published As

Publication number Publication date
JPS5659999A (en) 1981-05-23

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