JPS62137398A - Large-section shield excavator - Google Patents

Large-section shield excavator

Info

Publication number
JPS62137398A
JPS62137398A JP27766285A JP27766285A JPS62137398A JP S62137398 A JPS62137398 A JP S62137398A JP 27766285 A JP27766285 A JP 27766285A JP 27766285 A JP27766285 A JP 27766285A JP S62137398 A JPS62137398 A JP S62137398A
Authority
JP
Japan
Prior art keywords
cutter
center shaft
frame
shield
center
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
JP27766285A
Other languages
Japanese (ja)
Other versions
JPH0663429B2 (en
Inventor
幸男 藤本
俊夫 鈴木
本多 哲史
広幸 伊藤
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.)
IHI Corp
Original Assignee
IHI 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 IHI Corp filed Critical IHI Corp
Priority to JP60277662A priority Critical patent/JPH0663429B2/en
Publication of JPS62137398A publication Critical patent/JPS62137398A/en
Publication of JPH0663429B2 publication Critical patent/JPH0663429B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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】 [産業上の利用分野] 本発明は大断面シールド掘進)幾に関するものである。[Detailed description of the invention] [Industrial application field] The present invention relates to large-section shield excavation.

[従来の技術] 一般に、大所面(大口径)シールド掘進機では、通常、
周辺支持方式或いは中間ビーム支持方式が採用されてい
る。第3図は中間ビーム支持方式の一例を示すものであ
り、カッタフレームaを支持する中間ビームbが、シー
ルドフレームC内前部の補則フレームdに装着した軸受
りによって支承され、更に駆動モータeのピニオン[と
1li41合するカッタギヤ9が前記中間ビームbに連
結されている。
[Prior art] Generally, in large area (large diameter) shield tunneling machines,
A peripheral support method or an intermediate beam support method is adopted. FIG. 3 shows an example of an intermediate beam support system, in which an intermediate beam b supporting a cutter frame a is supported by a bearing attached to an auxiliary frame d at the front inside the shield frame C, and a drive motor e A cutter gear 9 mating with the pinion [1li41] is connected to the intermediate beam b.

[発明が解決しようとする問題点コ しかしながら、さらに大断面シールドになるとIljか
る従来の大断面シールド掘進Iの方法では、 (+)  軸受径が犬i子どなり軸受11が分割[1)
1造どイγるため、一体形のらのに比して精度が劣る。
[Problems to be Solved by the Invention]However, in the case of an even larger cross-section shield, the conventional method of excavating a large cross-section shield, (+) The diameter of the bearing becomes smaller and the bearing 11 is divided [1]
Since it is a single piece, its accuracy is inferior to that of a one-piece type.

(n)  カツタギ1′7gも大径のため、やはり分割
構造となり精度が悪い。
(n) Since the cutter gear 1'7g has a large diameter, it also has a split structure and has poor accuracy.

(ト) 軸受11の精度が劣ることから、カッタフレー
ムaの芯振れもが大きく、シール部材についてム、シー
ル当り面が過酷な条件どなり信頼性が悪い。
(g) Since the accuracy of the bearing 11 is poor, the center runout of the cutter frame a is large, and the seal member is not reliable due to the harsh conditions on the seal contact surface.

(へ) カッタービットiヤカッターフレームaの摩耗
状況、切羽および地山頂部の状況等の検知が困難であっ
た。
(f) It was difficult to detect the wear status of the cutter bit i and cutter frame a, and the status of the face and top of the ground.

等の問題を有していた。It had problems such as:

本5そ明はこのような実情に鑑みなしたものである。Book 5 Somei was created in light of this situation.

[問題点を解決するための手段] 本発明は、カッタフレーL1の軸心部を中空のセンター
シャフトで支持すると共に、該センターシャフトの前後
位置をシールドフレーム内で夫々一体形の軸受にて支承
し、且つ前記センターシャフトの外周に一体リング状の
カッタギヤを取付け、該カッタギヤにカッタ駆動装置を
連結し、更にカッタースポークを中空としてセンターシ
ャフトと連通させた構成を有する。
[Means for Solving the Problems] The present invention supports the axial center of the cutter frame L1 by a hollow center shaft, and supports the front and rear positions of the center shaft by integral bearings within the shield frame. , and has a structure in which an integral ring-shaped cutter gear is attached to the outer periphery of the center shaft, a cutter drive device is connected to the cutter gear, and cutter spokes are made hollow to communicate with the center shaft.

[作   用コ カッタフレームを中空のセンターシャフトで支持したこ
とにより、カッタ駆動部及びカッタシール部の信頼性が
高められる。
[Function] By supporting the cutter frame with a hollow center shaft, the reliability of the cutter drive section and cutter seal section is increased.

し実 施 例] 以下、図面を参照して本発明の実施例を31明する。Implementation example] Hereinafter, 31 embodiments of the present invention will be explained with reference to the drawings.

第1図及び第2図において、1はシールドフレーム、2
,3は該シールドフレーム1内に設けたリング状の前部
補則フレーム並びに後部補則フレーム、4はカッタフレ
ーム5の前面に間口形成した土砂取込み用スリット、6
は開jα調整ジヤツキ7によってスリット4の開口面積
を調′!1する開閉板、8はカッタビット9を取付【ノ
たカッタスポーク、19はコピーカッタである。
In Figures 1 and 2, 1 is a shield frame, 2
, 3 are a ring-shaped front supplementary frame and a rear supplementary frame provided in the shield frame 1, 4 is a slit for taking in dirt formed in the front face of the cutter frame 5, and 6
Adjust the opening area of the slit 4 with the opening adjustment jack 7! 1 is the opening/closing plate, 8 is the cutter bit 9 installed [nota cutter spoke, 19 is the copy cutter.

前記カッタフレーム5の軸心部を中空とした比較的大径
のセンターシャツ1へ10によって支持すると共に、該
センターシ!・フト10の前部を、前部バルクヘッド1
1部にて一体形のラジアル軸受12及び一体形のスラス
ト軸受13を用いて支承せしめると共に、後端部を後部
バルクヘッド14部にて一体形のラジアル軸受15m1
用いて支承せしめ、且つ前記センターシャフト10の中
間部外周にリング状のカッタギヤ16を取付けて、該カ
ッターギヤ16に、モータ及び減速様から成るカッタ駆
動装置17のピニオン26を噛合せしめる。又前記カッ
タスポーク8も中空に形成して該カッタスポーク8どセ
ンターシャフト10の前端部外周位置どをマンホール2
7を介し連通せしめ、更に前記スリットσ■度調整ジヤ
ツキ7やコピーカッタ19等のカッタ付属装置へ圧油を
供給するための油圧バワーユニツi〜25や制(IIn
器、並びに圧気用マンロック29等を、前記センターシ
ャフト10内に搭載する。
The axial center of the cutter frame 5 is supported by a hollow center shirt 1 having a relatively large diameter, and the center shirt 1 is supported by the center shirt 1.・The front part of the foot 10 is attached to the front bulkhead 1
One part is supported using an integral radial bearing 12 and an integral thrust bearing 13, and the rear end is supported by an integral radial bearing 15m1 at the rear bulkhead 14 part.
A ring-shaped cutter gear 16 is attached to the outer periphery of the intermediate portion of the center shaft 10, and a pinion 26 of a cutter drive device 17 consisting of a motor and a speed reducer is meshed with the cutter gear 16. The cutter spoke 8 is also formed hollow, and the cutter spoke 8 is located at the outer periphery of the front end of the center shaft 10 through the manhole 2.
7, and hydraulic power units i to 25 and controls (IIn
A device, a manlock 29 for pressurized air, etc. are mounted inside the center shaft 10.

18は軸受12部に設けたシール部材、20は送泥管、
21は排泥管、22はアジデータ、23はシールドジヤ
ツキ、24はセグメン1〜を示す、尚、シールドフレー
ム1の外径を16m位とした時、センターシャフト10
の直径は約3mである。
18 is a sealing member provided in the bearing 12 part, 20 is a mud feeding pipe,
21 is a mud removal pipe, 22 is an agitator, 23 is a shield jack, and 24 is a segment 1 ~. Furthermore, when the outer diameter of the shield frame 1 is about 16 m, the center shaft 10
The diameter is approximately 3 m.

斯かる構成としであるので、駆動装置17を駆動すると
、ピニオン26とカッタギヤ16との噛合を介しセンタ
ーシャフト10が回転し、更にカッタフレーム5が回転
する。この際、センターシャフト10は軸心方向前後位
置で夫々軸受42.13と15とによって支承されてい
て、しかもこれら軸受12.13.15、更にはカッタ
ギヤ16が一体構造物であるので、精度のよい安定した
回転状態が1qられる。従って、芯撮れも少ないのでシ
ール部材18の信頼性も向上する。
With this configuration, when the drive device 17 is driven, the center shaft 10 rotates through the engagement between the pinion 26 and the cutter gear 16, and the cutter frame 5 further rotates. At this time, the center shaft 10 is supported by bearings 42.13 and 15 at the front and rear positions in the axial direction, and since these bearings 12, 13, and 15, as well as the cutter gear 16, are of an integrated structure, the accuracy is reduced. Good stable rotation condition is obtained 1q. Therefore, the reliability of the sealing member 18 is also improved because there is less core removal.

又、センターシャフト10からカッタスポーク8までの
間が連通していてしかもセンターシャフト10内には安
全用に圧気用マンロック29を設けであることから、カ
ッタフレーム5内に圧気をか1)で作業員がカッタスポ
ーク8内に入り込むことができるので、従来間接的に行
っていたカッタビット9及びカッタフレーム5のI♀耗
検知A9、切羽に出て行っていた新規ピッl〜の供給が
内部から容易に行える。また、切羽や地山頂部の状況を
直接確認できる。
Furthermore, since the center shaft 10 and the cutter spokes 8 are in communication, and a pressure air manlock 29 is provided inside the center shaft 10 for safety, no pressure air can be leaked into the cutter frame 5 (1). Since the worker can enter into the cutter spoke 8, the I♀ wear detection A9 of the cutter bit 9 and cutter frame 5, which was conventionally done indirectly, and the supply of new pits, which had gone out to the face, can now be carried out internally. It can be easily done from In addition, you can directly check the conditions at the face and top of the mountain.

更に、センターシャフト10内には、油圧パワーユニッ
ト25や制御機器が搭載してあり、スリッ1〜開度調整
ジヤツキ7やコピーカッタ等のカッタ(q属装置の作動
を、ロータリージヨイントを用いることなく行うことが
でΔるので、安定した制御が可能であると共に、油圧配
管の油漏れの確認も可能で、メンテナンスが容易である
Furthermore, a hydraulic power unit 25 and control equipment are mounted inside the center shaft 10, and the operation of cutters (Q) such as the slit 1 to the opening adjustment jack 7 and the copy cutter can be controlled without using a rotary joint. Since it is possible to perform this operation within Δ, stable control is possible, and it is also possible to check for oil leakage from the hydraulic piping, making maintenance easy.

尚、本発明は前記実施例にのみ限定されるものではなく
、本発明の要旨を逸脱しない限り種々変更を加え得るこ
とは勿論である。
It should be noted that the present invention is not limited to the above embodiments, and it goes without saying that various changes can be made without departing from the gist of the present invention.

[発明の効果] 以IX説明したように、本発明のシールド掘進機によれ
ば、 (D  カッタフレームの支持に中空のセンターシャフ
トを用いたことから、カッタ軸受及びカッタギヤには、
精度の良い一体形のものを使用できるため、組立精度が
向上してカッタ回転駆動部の信頼性が高い。
[Effects of the Invention] As explained in IX below, according to the shield excavator of the present invention, (D) Since a hollow center shaft is used to support the cutter frame, the cutter bearing and the cutter gear have the following features:
Since a highly accurate integrated type can be used, assembly accuracy is improved and the reliability of the cutter rotation drive unit is high.

(It)  センターシャツ[〜の回転が安定するので
、シール機構部の信頼性が向上する。
(It) Since the rotation of the center shirt becomes stable, the reliability of the sealing mechanism improves.

([D  従来の比し軸受径、シール径を小さくできる
ため、これら機械損失抵抗が小さくなる。
(D) Since the bearing diameter and seal diameter can be made smaller than in the conventional case, these mechanical loss resistances are reduced.

■ カッタ付属装置の油圧パワーユニットや制yD機器
類をセンターシャフト内に搭載することにより、安定し
た制御が可能となる。
■ Stable control is possible by mounting the hydraulic power unit and control equipment attached to the cutter inside the center shaft.

<V)  カッタスポークをセンターシャフトと)重油
する中空状にすることにより、カッタピッ1〜及びカッ
タフレームの厚比検知や新規ビットの供給か容易どなり
、また切羽や地111頂部の状況を直接確認できる。
<V) By making the cutter spoke hollow and filled with heavy oil (with the center shaft), it is possible to detect the thickness ratio of the cutter pit 1~ and the cutter frame, easily check if a new bit is being supplied, and directly check the condition of the face and the top of the base 111. .

等の優れた効果を奏し1qる。It has excellent effects such as 1q.

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

第1図は本発明の大断面シールド掘進機の切断側面図、
第2図は正面図(左半分)、第3図は従来のシールド掘
進機の一例を示す説明図である。 1はシールドフレーム、5はカッタフレーム、10はセ
ンターシャフト、11は前部バルクヘッド、12はラジ
アル軸受、13はスラス1−IIIIll受、14は後
部バルクヘッド、15はラジアル軸受、1Gはカッタギ
ヤ、17はカッタ駆動vi首、18はシール部(オ、2
6はピニオンを示す。
FIG. 1 is a cutaway side view of the large-section shield tunneling machine of the present invention;
FIG. 2 is a front view (left half), and FIG. 3 is an explanatory diagram showing an example of a conventional shield tunneling machine. 1 is a shield frame, 5 is a cutter frame, 10 is a center shaft, 11 is a front bulkhead, 12 is a radial bearing, 13 is a thrust 1-IIIll bearing, 14 is a rear bulkhead, 15 is a radial bearing, 1G is a cutter gear, 17 is the cutter drive neck, 18 is the seal part (O, 2
6 indicates a pinion.

Claims (1)

【特許請求の範囲】[Claims] 1)カッタフレームの軸心部を中空のセンターシャフト
で支持すると共に、該センターシャフトの前後位置をシ
ールドフレーム内で夫々一体形の軸受にて支承し、且つ
前記センターシャフトの外周に一体リング状のカッタギ
ヤを取付け、該カッタギヤにカッタ駆動装置を連結し、
更にカッタスポークを中空とし、センターシャフトとカ
ッタスポークを連通構造としたことを特徴とする大断面
シールド掘進機。
1) The axial center of the cutter frame is supported by a hollow center shaft, and the front and rear positions of the center shaft are supported by integral bearings within the shield frame, and an integral ring-shaped part is attached to the outer periphery of the center shaft. Install a cutter gear, connect a cutter drive device to the cutter gear,
Furthermore, the large cross-section shield excavator is characterized in that the cutter spokes are hollow and the center shaft and cutter spokes have a communicating structure.
JP60277662A 1985-12-09 1985-12-09 Large section shield machine Expired - Lifetime JPH0663429B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60277662A JPH0663429B2 (en) 1985-12-09 1985-12-09 Large section shield machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60277662A JPH0663429B2 (en) 1985-12-09 1985-12-09 Large section shield machine

Publications (2)

Publication Number Publication Date
JPS62137398A true JPS62137398A (en) 1987-06-20
JPH0663429B2 JPH0663429B2 (en) 1994-08-22

Family

ID=17586550

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60277662A Expired - Lifetime JPH0663429B2 (en) 1985-12-09 1985-12-09 Large section shield machine

Country Status (1)

Country Link
JP (1) JPH0663429B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007211517A (en) * 2006-02-10 2007-08-23 Ishikawajima Harima Heavy Ind Co Ltd Shield excavation machine
JP2008115548A (en) * 2006-11-01 2008-05-22 Okumura Corp Tunnel excavator
JP2008115557A (en) * 2006-11-01 2008-05-22 Okumura Corp Tunnel excavator

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60212597A (en) * 1984-04-04 1985-10-24 大豊建設株式会社 Shield machine
JPH0474519A (en) * 1990-07-16 1992-03-09 Nitto Denko Corp Composite reverse osmosis membrane

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60212597A (en) * 1984-04-04 1985-10-24 大豊建設株式会社 Shield machine
JPH0474519A (en) * 1990-07-16 1992-03-09 Nitto Denko Corp Composite reverse osmosis membrane

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007211517A (en) * 2006-02-10 2007-08-23 Ishikawajima Harima Heavy Ind Co Ltd Shield excavation machine
JP2008115548A (en) * 2006-11-01 2008-05-22 Okumura Corp Tunnel excavator
JP2008115557A (en) * 2006-11-01 2008-05-22 Okumura Corp Tunnel excavator

Also Published As

Publication number Publication date
JPH0663429B2 (en) 1994-08-22

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