JPH0412156Y2 - - Google Patents

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Publication number
JPH0412156Y2
JPH0412156Y2 JP17440187U JP17440187U JPH0412156Y2 JP H0412156 Y2 JPH0412156 Y2 JP H0412156Y2 JP 17440187 U JP17440187 U JP 17440187U JP 17440187 U JP17440187 U JP 17440187U JP H0412156 Y2 JPH0412156 Y2 JP H0412156Y2
Authority
JP
Japan
Prior art keywords
rod
casing
flexible body
side wall
crushing device
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
JP17440187U
Other languages
Japanese (ja)
Other versions
JPH0179699U (en
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 filed Critical
Priority to JP17440187U priority Critical patent/JPH0412156Y2/ja
Publication of JPH0179699U publication Critical patent/JPH0179699U/ja
Application granted granted Critical
Publication of JPH0412156Y2 publication Critical patent/JPH0412156Y2/ja
Expired legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は泥水加圧式シールド掘進機のシールド
本体に内蔵される破砕装置に係り、特に破砕装置
の可動歯を揺動させる駆動装置のロツドが破砕装
置のケーシングを貫通する部分の止水構造に関す
る。
[Detailed description of the invention] [Field of industrial application] The present invention relates to a crushing device built into the shield body of a mud water pressurizing shield excavator, and in particular, the present invention relates to a crushing device built into the shield body of a mud water pressurizing shield excavator, and in particular, the present invention relates to a crushing device built into the shield body of a mud water pressurizing shield excavator. The present invention relates to a water stop structure for a portion of a crushing device that penetrates a casing.

[従来の技術] この種の破砕装置を備えた泥水加圧式シールド
掘進機を第2図により説明する。図において、シ
ールド本体1の前部に設けられた隔壁2に地山を
掘削するカツタホイール3の支持部が軸受4を介
して回転自在に支持されている。カツタホイール
3は、油圧モータ等の駆動装置5に連結された歯
車を介して回転させられる。カツタホイール3と
隔壁2との間には掘削した土砂を取り込むチヤン
バ6が形成され、チヤンバ6には隔壁2を介して
送水管7と排泥管8とが接続されている。チヤン
バ6に臨む隔壁2の近傍には、互いに対向させた
固定歯9と可動歯10および可動歯10を固定歯
9に対して揺動させる駆動装置11を備えた破砕
装置Cが設置されている。固定歯9と可動歯10
との間には、掘削土砂中の礫の破砕を行なう破砕
室12が設けられている。13は破砕装置のケー
シングである。
[Prior Art] A mud water pressurizing type shield excavator equipped with this type of crushing device will be explained with reference to FIG. In the figure, a support portion of a cutter wheel 3 for excavating the ground is rotatably supported via a bearing 4 on a partition wall 2 provided at the front of a shield body 1. The cutter wheel 3 is rotated via a gear connected to a drive device 5 such as a hydraulic motor. A chamber 6 for taking in excavated earth and sand is formed between the cutter wheel 3 and the partition wall 2, and a water supply pipe 7 and a mud removal pipe 8 are connected to the chamber 6 via the partition wall 2. In the vicinity of the partition wall 2 facing the chamber 6, a crushing device C is installed which includes fixed teeth 9 and movable teeth 10 facing each other and a drive device 11 that swings the movable teeth 10 with respect to the fixed teeth 9. . Fixed teeth 9 and movable teeth 10
A crushing chamber 12 for crushing gravel in excavated earth and sand is provided between the excavated earth and sand. 13 is a casing of the crushing device.

上記のシールド掘進機において、カツタホイー
ル3により掘削された土砂中の大礫Eは、破砕装
置Cの固定歯9と可動歯10とにより破砕されて
出口から放出される。放出された破砕礫は、土砂
および泥水と共に排泥管8へ流れてゆく。
In the shield excavator described above, the gravel E in the earth and sand excavated by the cutter wheel 3 is crushed by the fixed teeth 9 and movable teeth 10 of the crushing device C and discharged from the outlet. The released crushed gravel flows into the mud drain pipe 8 together with earth and sand and muddy water.

次に、従来の破砕装置Cの詳細を第3図により
説明する。固定歯9と可動歯10は破砕装置のケ
ーシング13内に配設され、駆動装置である油圧
ジヤツキ11はケーシング13の外に設置され、
排泥管8はケーシング13の破砕礫出口に連通し
ている。油圧ジヤツキ11の基端部はケーシング
13の側壁から張り出したフレーム14に軸11
bにより揺動可能なように連結され、ロツド11
aの先端部はケーシング側壁13aの穴15を貫
通して可動歯10に揺動可能なように連結されて
いる。そして、ロツド11aの伸縮運動により、
可動歯10が軸10aを中心として固定歯9に対
し揺動させられるようになつている。ロツド11
aは、伸縮運動する時に軸11bを中心として多
少、上下に揺動する。ロツド11aは止水用の可
撓継手16で覆われ、この可撓継手16の一端は
ケーシング側壁13aに、他端はロツド11aの
機内寄りに設けたフランジ17にそれぞれ取付け
られて、土砂や破砕礫を含む泥水がケーシング側
壁13aのロツド貫通穴15から機内へ洩れ出る
のを防ぐようになつている。前記可撓継手16
は、ロツド11aの伸縮運動および上下揺動に追
従して変形できるように、ゴム等の可撓性を有す
る材料により蛇腹状に形成されている。
Next, details of the conventional crushing device C will be explained with reference to FIG. The fixed teeth 9 and the movable teeth 10 are arranged inside the casing 13 of the crushing device, and the hydraulic jack 11, which is a driving device, is installed outside the casing 13.
The mud drain pipe 8 communicates with the crushed gravel outlet of the casing 13. The base end of the hydraulic jack 11 is attached to a frame 14 extending from the side wall of the casing 13.
The rod 11 is pivotally connected to the rod 11 by b.
The distal end portion of a extends through a hole 15 in the casing side wall 13a and is swingably connected to the movable tooth 10. Then, due to the expansion and contraction movement of the rod 11a,
The movable tooth 10 is designed to be able to swing relative to the fixed tooth 9 about a shaft 10a. Rod 11
a swings up and down to some extent around the shaft 11b when it expands and contracts. The rod 11a is covered with a flexible joint 16 for water-stopping, and one end of the flexible joint 16 is attached to the casing side wall 13a, and the other end is attached to a flange 17 provided closer to the inside of the rod 11a. This prevents muddy water containing gravel from leaking into the machine from the rod through hole 15 in the casing side wall 13a. The flexible joint 16
is formed into a bellows shape from a flexible material such as rubber so that it can be deformed following the expansion/contraction movement and vertical swinging of the rod 11a.

[考案が解決しようとする問題点] 上記した従来の破砕装置では、可動継手16の
内部が空洞となつているため、固定歯9と可動歯
10とで破砕された破砕礫18がロツド貫通穴1
5から可撓継手16内に入り込んで堆積し、可撓
継手16が伸縮する時にかみ込まれた破砕礫18
により可撓継手16内面が傷つき、やがて破損す
る。もし、可撓継手16が破損すると、止水機能
を失い、チヤンバ6内の泥水が機内に流出して切
羽の崩壊の原因となる。
[Problems to be Solved by the Invention] In the conventional crushing device described above, since the interior of the movable joint 16 is hollow, the crushed gravel 18 crushed by the fixed teeth 9 and the movable teeth 10 enters the rod through hole. 1
The crushed debris 18 that entered the flexible joint 16 from 5 and accumulated, and was bitten when the flexible joint 16 expanded and contracted.
This damages the inner surface of the flexible joint 16 and eventually breaks it. If the flexible joint 16 is damaged, it will lose its water-stopping function and the muddy water in the chamber 6 will flow into the machine, causing the face to collapse.

本考案の目的は、土砂や破砕礫によるシール部
品の損傷を防止した信頼性の高いロツド貫通部の
止水構造を備えた泥水加圧式シールド掘進機の破
砕装置を提供することにある。
An object of the present invention is to provide a crushing device for a mud water pressurized shield excavator that is equipped with a highly reliable water-stopping structure for the rod penetration part that prevents damage to seal parts due to earth and sand and crushed gravel.

[問題点を解決するための手段] 上記目的は、ケーシング側壁のロツド貫通部の
シール材として、円板状をなし、内、外周の中間
部に同心円状に屈曲部を設けた可撓体を用い、該
可撓体をロツド軸心に対しほぼ垂直に位置させ、
その外周部をケーシング側壁に、内周部をロツド
上のフランジにそれぞれ取付けて、ケーシング側
壁のロツド貫通穴を該可撓体で覆い、かつ該可撓
体の機内側の側面に対向して泥水圧による可撓体
の変位量を規制するストツパをロツド上に設ける
ことにより達成される。
[Means for Solving the Problems] The above object is to use a disc-shaped flexible body with a concentric bent part at the middle of the inner and outer peripheries as a sealing material for the rod penetration part of the casing side wall. using the flexible body, positioning the flexible body approximately perpendicular to the rod axis,
The outer circumferential part is attached to the casing side wall, and the inner circumferential part is attached to the flange on the rod, and the rod through hole in the casing side wall is covered with the flexible body. This is achieved by providing a stopper on the rod that restricts the amount of displacement of the flexible body due to water pressure.

[作用] 上記可撓体は、その可撓性と中間部に設けた屈
曲部によりロツドの伸縮運動および上下揺動を吸
収しながら、ケーシング内の泥水を止水する。ケ
ーシング内の泥水圧が異常に高くなつた時には、
ロツド上に設けたストツパが可撓体の機内側の側
面に当つてその変位量を規制し、可撓体の破損を
防止する。また、上記可撓体はロツド軸心に対し
ほぼ垂直に位置しており、土砂や破砕礫の堆積す
る箇所がないため、屈曲部の伸縮時に土砂や破砕
礫をかみ込んで傷つくことがない。
[Function] The above-mentioned flexible body stops the muddy water inside the casing while absorbing the expansion/contraction movement and vertical swing of the rod due to its flexibility and the bending part provided at the intermediate portion. When the mud water pressure inside the casing becomes abnormally high,
A stopper provided on the rod comes into contact with the inside side of the flexible body to restrict its displacement and prevent damage to the flexible body. Further, the flexible body is located substantially perpendicular to the rod axis, and there is no place where earth and sand or crushed gravel can accumulate, so that it will not be damaged by being bitten by earth and sand or crushed gravel when the bent portion expands and contracts.

[実施例] 以下、本考案の一実施例を第1図により説明す
る。
[Example] Hereinafter, an example of the present invention will be described with reference to FIG.

第1図は本考案の要部であるロツド貫通部の止
水構造を示したもので、破砕装置の他の部分の構
成は第3図と変わりがないので、図示説明を省略
する。
FIG. 1 shows the water stop structure of the rod penetrating portion, which is the essential part of the present invention, and the structure of the other parts of the crushing device is the same as that in FIG. 3, so illustration and description thereof will be omitted.

第1図において、19はゴム等で作られた可撓
体で、中心に穴を有する円板状をしており、その
外径はケーシング側壁13aのロツド貫通穴15
の内径より大きく、内径はロツド11aの外径よ
り少し大きい。そして、外周部はケーシング側壁
13aの機内側に押え金具20とボルト21によ
り取付けられ、内周部はロツド11a上に止水性
十分なように固着されたフランジ11bに押え金
具22とボルト23により取付けられて、ロツド
貫通穴15を覆つている。該可撓体19の内・外
周の中間部には屈曲部19aが同心円状に設けら
れている。屈曲部19aの断面形状や条数は任意
であり、ロツド11aの伸縮運動および上下揺動
を吸収できればよい。
In FIG. 1, reference numeral 19 denotes a flexible body made of rubber or the like, which has a disk shape with a hole in the center, and its outer diameter is the diameter of the rod through hole 15 of the casing side wall 13a.
The inner diameter is slightly larger than the outer diameter of the rod 11a. The outer circumferential part is attached to the inboard side of the casing side wall 13a with a holding fitting 20 and bolts 21, and the inner circumferential part is attached to the flange 11b fixed to the rod 11a with sufficient water-tightness using a holding fitting 22 and bolts 23. and covers the rod through hole 15. A bent portion 19a is provided concentrically at an intermediate portion between the inner and outer peripheries of the flexible body 19. The cross-sectional shape and number of the bent portions 19a are arbitrary, as long as they can absorb the expansion/contraction movement and vertical swing of the rod 11a.

22aは押え金具22の機内側端部にフランジ
として設けられたストツパである。該ストツパ2
2aは、通常の状態では可撓体19の機内側の側
面との間に屈曲部19aの伸縮を妨げない程度の
スキマを保つように位置決めされている。また、
その外径は押え金具20の内径より小さく、ロツ
ド11aの伸縮方向および上下の動きを妨げない
ようにしている。
Reference numeral 22a denotes a stopper provided as a flange at the inboard end of the presser fitting 22. The stopper 2
2a is positioned so as to maintain a clearance between it and the side surface of the flexible body 19 on the inboard side in a normal state so as not to prevent the bending portion 19a from expanding and contracting. Also,
Its outer diameter is smaller than the inner diameter of the presser fitting 20, so as not to impede the expansion/contraction direction and vertical movement of the rod 11a.

以上の構成により、破砕装置Cの動作時に可撓
体19はロツド11aの伸縮運動および上下揺動
に追従して変位し、ケーシング13内の泥水が機
内に洩れ出ることを防止する。また、ストツパ2
2aは、泥水圧により可撓体19が機内側に押さ
れた時にその変位量を規制する。
With the above configuration, when the crushing device C is operated, the flexible body 19 is displaced following the expansion/contraction movement and vertical swinging of the rod 11a, thereby preventing the muddy water inside the casing 13 from leaking into the machine. Also, Stoppa 2
2a regulates the amount of displacement of the flexible body 19 when it is pushed inward by mud water pressure.

[考案の効果] 本考案によれば、ケーシング側壁のロツド貫通
穴を覆う可撓体には土砂や破砕礫の堆積する箇所
がないため、土砂や破砕礫により傷つけられるこ
とがなく、土砂シールとしての信頼性が高い。ま
た、該可撓体は、その可撓性と中間部に設けた屈
曲部によりロツドの伸縮運動と上下揺動を同時に
吸収でき、ケーシング内の泥水圧が異常に高くな
つた時にもその変位量をストツパにより規制され
るので、破損することがなく、長期使用に耐えさ
せることができる。
[Effects of the invention] According to the invention, the flexible body that covers the rod through hole in the side wall of the casing has no place where earth and sand or crushed gravel accumulates, so it is not damaged by earth and sand or crushed gravel and can be used as a earth and sand seal. High reliability. In addition, due to its flexibility and the bending part provided in the middle part, the flexible body can simultaneously absorb the expansion and contraction movement and vertical swing of the rod, and even when the muddy water pressure inside the casing becomes abnormally high, the amount of displacement Since it is regulated by the stopper, it will not be damaged and can withstand long-term use.

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

第1図は本考案による破砕装置のシール部の一
実施例を示す断面図、第2図は破砕装置を備えた
泥水加圧式シールド掘進機の縦断面図、第3図は
従来の破砕装置の断面図である。 1……シールド本体、2……隔壁、3……カツ
タホイール、8……排泥管、9……固定歯、10
……可動歯、11……駆動装置、11a……ロツ
ド、13……ケーシング、13a……ケーシング
側壁、19……可撓体、19a……屈曲部、2
0,22……押え金具、21,23……取付ボル
ト、22a……ストツパ。
Fig. 1 is a sectional view showing an embodiment of the sealing part of the crushing device according to the present invention, Fig. 2 is a longitudinal sectional view of a mud water pressurizing shield excavator equipped with the crushing device, and Fig. 3 is a cross-sectional view of a conventional crushing device. FIG. 1...Shield body, 2...Partition wall, 3...Cut wheel, 8...Sludge removal pipe, 9...Fixed teeth, 10
...Movable tooth, 11...Drive device, 11a...Rod, 13...Casing, 13a...Casing side wall, 19...Flexible body, 19a...Bending portion, 2
0, 22... Holder metal fitting, 21, 23... Mounting bolt, 22a... Stopper.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] シールド本体の隔壁近傍に設置した破砕装置の
ケーシング内に互いに対向させた固定歯と可動歯
を設け、ケーシング外に設置した駆動装置のロツ
ドを前記ケーシングの側壁を貫通させて可動歯に
連結し、該ロツドの伸縮運動により可動歯を固定
歯に対し揺動させて掘削土砂中の礫を破砕し排泥
管へ放出するようにしたものにおいて、円板状を
なし、内、外周の中間部に同心円状に屈曲部を設
けた可撓体をロツド軸心に対しほぼ垂直に位置さ
せ、該可撓体の外周部を前記ケーシングの側壁
に、内周部を前記ロツド上に設けたフランジにそ
れぞれ取付けて、ケーシング側壁のロツド貫通穴
を該可撓体で覆い、かつ該可撓体の機内側の側面
に対向して泥水圧による可撓体の変位量を規制す
るストツパを前記ロツド上に設けたことを特徴と
する泥水加圧式シールド掘進機における破砕装
置。
A fixed tooth and a movable tooth are provided in a casing of a crushing device installed near a partition wall of a shield body, and a rod of a drive device installed outside the casing is connected to the movable tooth by passing through a side wall of the casing, The movable teeth are oscillated relative to the fixed teeth by the expansion and contraction movement of the rod, which crushes gravel in the excavated soil and discharges it into the mud drainage pipe. A flexible body with a concentric bent portion is positioned approximately perpendicular to the rod axis, and the outer circumference of the flexible body is attached to the side wall of the casing, and the inner circumference is attached to the flange provided on the rod. A stopper is installed on the rod to cover the rod through hole in the casing side wall with the flexible body, and to restrict the amount of displacement of the flexible body due to mud water pressure, facing the inboard side of the flexible body. A crushing device for a mud water pressurized shield excavator, which is characterized by:
JP17440187U 1987-11-17 1987-11-17 Expired JPH0412156Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17440187U JPH0412156Y2 (en) 1987-11-17 1987-11-17

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17440187U JPH0412156Y2 (en) 1987-11-17 1987-11-17

Publications (2)

Publication Number Publication Date
JPH0179699U JPH0179699U (en) 1989-05-29
JPH0412156Y2 true JPH0412156Y2 (en) 1992-03-25

Family

ID=31466257

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17440187U Expired JPH0412156Y2 (en) 1987-11-17 1987-11-17

Country Status (1)

Country Link
JP (1) JPH0412156Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019157548A (en) * 2018-03-15 2019-09-19 川崎重工業株式会社 Shield drilling machine

Also Published As

Publication number Publication date
JPH0179699U (en) 1989-05-29

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