JP2902453B2 - Shield machine - Google Patents

Shield machine

Info

Publication number
JP2902453B2
JP2902453B2 JP17456890A JP17456890A JP2902453B2 JP 2902453 B2 JP2902453 B2 JP 2902453B2 JP 17456890 A JP17456890 A JP 17456890A JP 17456890 A JP17456890 A JP 17456890A JP 2902453 B2 JP2902453 B2 JP 2902453B2
Authority
JP
Japan
Prior art keywords
chamber
bulkhead
cutter head
retaining device
face
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 - Fee Related
Application number
JP17456890A
Other languages
Japanese (ja)
Other versions
JPH0464693A (en
Inventor
好繁 細谷
英嗣 山崎
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 Construction Machinery Co Ltd
Original Assignee
Hitachi Construction Machinery Co 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 Construction Machinery Co Ltd filed Critical Hitachi Construction Machinery Co Ltd
Priority to JP17456890A priority Critical patent/JP2902453B2/en
Publication of JPH0464693A publication Critical patent/JPH0464693A/en
Application granted granted Critical
Publication of JP2902453B2 publication Critical patent/JP2902453B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、カッタビット交換を安全に行うための山留
め装置を備えたシールド掘進機に関する。
Description: TECHNICAL FIELD The present invention relates to a shield excavator provided with a shoring device for safely performing cutter bit replacement.

〔従来の技術〕[Conventional technology]

トンネル工事の施工距離の長大化および施工深さの大
深度化に伴い、施工途中におけるカッタビット交換の機
会が増えつつある。
As the construction distance of the tunnel construction is increased and the construction depth is increased, the chance of changing cutter bits during the construction is increasing.

従来は施工途中でカッタビットを交換する場合、シー
ルド機内または地上から薬液注入を行って地山の強化、
止水、切羽の自立を図り、さらに搬入した機材により支
保工を設けるなどして、地山崩落を防止し、切羽部また
はチャンバ内でビットを交換する作業員の安全確保を図
っていた。
Conventionally, when replacing a cutter bit during construction, the chemical solution is injected from the shield machine or from the ground to strengthen the ground,
Water was stopped, the face was self-supporting, and a shoring was provided with the equipment that was carried in to prevent collapse of the ground and ensure the safety of workers who exchange bits in the face or chamber.

第5図に従来行われていた機材搬入による山留め方法
の一例を示す。同図において、1はシールド掘進機で、
シールド本体2の前部に回転するカッタヘッド3を備
え、カッタヘッド3と後方のバルクヘッド4との間に掘
削土砂取込み用のチャンバ5が設けられている。シール
ド機内にはカッタ駆動装置6、シールドジャッキ7、エ
レクタ8、排土用スクリュウコンベア9などの掘進用機
器が装備されており、カッタヘッド3の外周部およびカ
ッタスポーク3aに取り付けられたカッタビット10により
切羽11を掘削しながら推進する。
FIG. 5 shows an example of a conventional method of retaining a mountain by carrying in equipment. In the figure, 1 is a shield machine,
A rotating cutter head 3 is provided at the front of the shield body 2, and a chamber 5 for taking in excavated earth and sand is provided between the cutter head 3 and a bulkhead 4 behind. The shield machine is provided with excavating equipment such as a cutter driving device 6, a shield jack 7, an erecta 8, and a screw conveyor 9 for unloading, and a cutter bit 10 attached to the outer peripheral portion of the cutter head 3 and the cut-spoke 3a. To propell while excavating the face 11.

カッタビット交換時には、薬液注入により切羽を自立
させた後、チャンバ5内の排土および先掘りを行ってカ
ッタヘッド3と切羽11との間に作業用空間18を確保し、
ここに搬入した機材により支保工19を設け、切羽の山留
めをしてから、カッタビット10の交換を行っている。
At the time of replacing the cutter bit, after the face is made independent by injecting a chemical solution, earth removal and first excavation in the chamber 5 are performed to secure a working space 18 between the cutter head 3 and the face 11.
A shoring 19 is provided by the equipment carried in here, and the cutting bit 10 is replaced after the cutting face is fastened.

〔発明が解決しようとする課題〕[Problems to be solved by the invention]

施工距離の長大化および施工深さの大深度化に伴う地
山硬さの上昇により、カッタビットの交換作業が一度で
すまず、数回にわたって交換作業を行う場合も多くなっ
ており、従来行われていた山留め方法では、その都度、
交換作業前の支保工等の機材搬入、交換作業完了後の機
材搬出と、段取り、片付けに多大な時間を要し、工事の
進渉を阻害していた。
Due to the increase in the ground hardness due to the increase in the construction distance and the depth of the construction, the replacement work of the cutter bit is performed only once.In many cases, the replacement work is performed several times. With the method of retaining the mountain,
It took a lot of time to carry in the equipment such as shoring before the replacement work, to carry out the equipment after the completion of the replacement work, and to set up and clear up the equipment.

本発明は上記の点にかんがみ、カッタビット交換時に
支保工等の機材の搬入を要せずに迅速かつ確実に切羽を
押さえ、交換作業員の安全を確保するとともに山留め段
取り作業時間を大幅に縮減することができる、山留め装
置を備えたシールド掘進機を提供することを目的とす
る。
In view of the above points, the present invention quickly and surely presses the face without needing to carry in equipment such as shoring when replacing the cutter bit, ensuring the safety of the replacement worker, and greatly reducing the time required for the mounting work. It is an object of the present invention to provide a shield excavator equipped with a mountain retaining device, which can perform the above operation.

〔課題を解決するための手段〕[Means for solving the problem]

上記目的を達成するために本発明は、シールド本体の
前部に回転するカッタヘッドを備え、カッタヘッドと後
方のバルクヘッドとの間に掘削土砂取込み用のチャンバ
が設けられたシールド掘進機において、カッタビット交
換時に切羽を押さえるための山留め装置を、カッタヘッ
ドの開口部を通して切羽側に前進させたり、チャンバ内
に後退させたりできるように、前進後退用の駆動手段と
ともにバルクヘッド部に装備し、かつ、通常掘進時に、
前記山留め装置の前面をバルクヘッドのチャンバ側壁面
とほぼ同一の位置まで後退させることができるようにし
たことを特徴とする。
In order to achieve the above object, the present invention provides a shield machine in which a cutter head is provided at a front portion of a shield body, and a chamber for excavating sediment is provided between the cutter head and a rear bulkhead. A mounting device for holding the cutting face at the time of cutter bit replacement is mounted on the bulkhead together with a driving means for advancing and retreating, so that it can be advanced to the face side through the opening of the cutter head or retracted into the chamber, And at the time of normal excavation,
It is characterized in that the front surface of the mountain retaining device can be retracted to a position substantially the same as the side wall surface of the chamber of the bulkhead.

〔作用〕[Action]

山留め装置は、通常掘進時にはチャンバ内に後退させ
ておき、カッタビット交換時のみカッタヘッドの開口部
を通して切羽側に前進させることにより切羽を押さえ、
地山崩落を防止する。
The mountain retaining device is normally retracted into the chamber during excavation and holds the face by advancing to the face side through the opening of the cutter head only when replacing the cutter bit,
Prevent the collapse of the ground.

通常掘進時、山留め装置の前面をバルクヘッドのチャ
ンバ側壁面とほぼ同一の位置まで後退させることによっ
て、チャンバ内の土砂の流動を阻害しないようにするこ
とができる。
During normal excavation, the flow of the earth and sand in the chamber can be prevented by retreating the front surface of the retaining device to almost the same position as the side wall surface of the chamber of the bulkhead.

〔実施例〕〔Example〕

以下、本発明の一実施例を第1図〜第4図により説明
する。
An embodiment of the present invention will be described below with reference to FIGS.

第1図は本発明の一実施例である山留め装置を備えた
シールド掘進機の側断面図、第2図は第1図のA−A矢
視図、第3図は山留め装置の前進時の状態を示す部分詳
細図、第4図は山留め装置の後退時の状態を示す部分詳
細図である。第1図〜第4図において、1〜11の符号は
第5図と同等部分または対応する部分を示し、その説明
を省略する。
FIG. 1 is a side cross-sectional view of a shield machine equipped with a retaining device according to one embodiment of the present invention, FIG. 2 is a view taken along the line AA of FIG. 1, and FIG. FIG. 4 is a partially detailed view showing the state, and FIG. 4 is a partially detailed view showing the state when the retaining device is retracted. In FIGS. 1 to 4, reference numerals 1 to 11 indicate the same or corresponding parts as in FIG. 5, and the description thereof will be omitted.

本実施例では、シールド掘進機1のチャンバ5と機内
とを区画するバルクヘッド4の上部2箇所に前面を平ら
にした山留め装置12が装備されており、これらの山留め
装置12は、それぞれバルクヘッド4を貫通して前後に摺
動する油圧ジャッキ13のヘッド側に取り付けられてい
る。油圧ジャッキ13は山留め装置12を前進後退させる駆
動手段として設けられたもので、山留め装置12をバルク
ヘッド4のチャンバ側壁面から切羽面まで前進させるに
十分なストロークと、切羽面の山押さえに必要な推力を
発生する能力を持ち、そのロッド端部14はシールド本体
2のブラケット15に結合されている。
In the present embodiment, two upper portions of a bulkhead 4 that separates the chamber 5 of the shield machine 1 from the interior of the machine are provided with flattening devices 12 having flat front surfaces. 4 is attached to the head side of a hydraulic jack 13 that slides back and forth. The hydraulic jack 13 is provided as a driving means for moving the retaining device 12 forward and backward. The hydraulic jack 13 is required for a stroke sufficient to advance the retaining device 12 from the chamber side wall surface of the bulkhead 4 to the face surface, and for holding down the face surface. The rod end 14 is connected to the bracket 15 of the shield body 2.

以上のように構成された本発明のシールド掘進機で
は、カッタビット10を交換する場合、事前にシールド機
内または地上から薬液注入を行って地山の強化、止水、
切羽の自立を図り、次いでチャンバ5内の排土および先
掘りを行い、ビット交換に必要な作業用空間17を確保し
た後、ブラケット15を反力受として油圧ジャッキ13を伸
ばし、山留め装置12をカッタスポーク3aの間のカッタヘ
ツド開口部を通して切羽側に前進させることにより、第
1図および第3図に示すように山留め装置12の前面で切
羽11を押さえ、山留めをした状態で、カッタビット10の
交換作業を安全に行うことができる。
In the shield machine of the present invention configured as described above, when replacing the cutter bit 10, strengthening the ground by injecting a chemical solution from within the shield machine or from the ground in advance, stopping water,
The face is self-sustained, and then the earth is removed from the chamber 5 and excavated to secure a work space 17 necessary for bit replacement. After that, the hydraulic jack 13 is extended with the bracket 15 as a reaction force receiving member, and the mounting device 12 is mounted. By moving the cutter bit 11 forward through the cutter head opening between the cutter spokes 3a to the face side, as shown in FIGS. The replacement work can be performed safely.

1本のスポーク周辺のビット交換が終ったら、山留め
装置12を一たんチャンバ5内に引き戻し、カッタヘッド
3をスポーク間隔分だけ回転させてから再び山留め装置
12を前進させる操作をくり返すことにより、各スポーク
の周辺のビット交換を順次に行う。
When the bit exchange around one spoke is completed, the fastening device 12 is pulled back into the chamber 5 once, the cutter head 3 is rotated by the distance between the spokes, and then the fastening device again.
By repeating the operation of moving the 12 forward, bit exchange around each spoke is performed sequentially.

ビット交換作業完了後、油圧ジャッキ13を縮めてチャ
ンバ5内に山留め装置12を後退させ、掘進を再開する。
バルクヘッド4のチャンバ側壁面に山留め装置12を受け
入れる凹部4a(第3図参照)を設け、第4図に示すよう
に山留め装置12の前面をバルクヘッド4のチャンバ側壁
面とほぼ同一の位置まで後退させるようにすれば、通常
掘進時、山留め装置12によってチャンバ5内の土砂の流
動が阻害されることがない。
After the completion of the bit replacement operation, the hydraulic jack 13 is contracted to retract the retaining device 12 in the chamber 5, and the excavation is resumed.
A recess 4a (see FIG. 3) is provided on the side wall surface of the chamber of the bulkhead 4 for receiving the bucking device 12, and the front surface of the bucking device 12 is moved to substantially the same position as the chamber side wall surface of the bulkhead 4 as shown in FIG. If it is made to retreat, the flow of the earth and sand in the chamber 5 will not be hindered by the retaining device 12 during normal excavation.

バルクヘッド4の油圧ジャッキ13が貫通する部分には
土砂シール16を設け、機内への土砂、地下水の侵入を防
止する。
A sediment seal 16 is provided in a portion of the bulkhead 4 through which the hydraulic jack 13 penetrates to prevent intrusion of sediment and groundwater into the machine.

〔発明の効果〕〔The invention's effect〕

本発明によれば、カッタビット交換時、シールド掘進
機のバルクヘッド部に装備した山留め装置により切羽の
山留めが行えるので、カッタビット交換時の山留め用機
材の搬入作業、交換作業完了後の機材搬出作業が不要に
なる上、山留め段取り作業時間を大幅に縮減でき、工期
を短縮できる。しかも、シールド本体を反力受として確
実な山留めができ、安全性が高い。
According to the present invention, at the time of cutter bit replacement, a face retaining device can be attached to the bulkhead portion of the shield machine by means of the retaining device, so that the work for carrying in the retaining device at the time of replacing the cutter bit and the carrying out of the device after the completion of the replacement operation can be performed. In addition to eliminating the need for work, the time required for the work of setting up the buckle can be greatly reduced, and the construction period can be shortened. In addition, the shield body can be securely secured as a reaction force receiving member, and the safety is high.

また、通常掘進時には、山留め装置の前面をバルクヘ
ッドのチャンバ側壁面とほぼ同一にすることができるた
め、チャンバ内の土砂の流動が阻害されない。
Also, during normal excavation, the front surface of the retaining device can be made substantially the same as the chamber side wall surface of the bulkhead, so that the flow of earth and sand in the chamber is not hindered.

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

第1図は本発明の一実施例である山留め装置を備えたシ
ールド掘進機の側断面図、第2図は第1図のA−A矢視
図、第3図は山留め装置の前進時の状態を示す部分詳細
図、第4図は山留め装置の後退時の状態を示す部分詳細
図、第5図はカッタビット交換時、従来行われていた機
材搬入による山留め方法の説明図である。 1……シールド掘進機、2……シールド本体、3……カ
ッタヘッド、3a……カッタスポーク、4……バルクヘッ
ド、4a……バルクヘッド4の凹部、5……チャンバ、10
……カッタビット、11……切羽、12……山留め装置、13
……山留め装置12の駆動手段である油圧ジャッキ。
FIG. 1 is a side cross-sectional view of a shield machine equipped with a retaining device according to one embodiment of the present invention, FIG. 2 is a view taken along the line AA of FIG. 1, and FIG. FIG. 4 is a partial detailed view showing the state when the retaining device is retracted, and FIG. 5 is an explanatory diagram of a conventional retaining method by carrying in equipment when replacing the cutter bit. DESCRIPTION OF SYMBOLS 1 ... Shield excavator, 2 ... Shield body, 3 ... Cutter head, 3a ... Cutus spoke, 4 ... Bulk head, 4a ... Recess of bulk head 4, 5 ... Chamber, 10
…… Cutter bit, 11 …… face, 12 …… Fastening device, 13
…… Hydraulic jacks that are driving means of the retaining device 12.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】シールド本体の前部に回転するカッタヘッ
ドを備え、カッタヘッドと後方のバルクヘッドとの間に
掘削土砂取込み用のチャンバが設けられたシールド掘進
機において、カッタビット交換時に切羽を押さえるため
の山留め装置を、カッタヘッドの開口部を通して切羽側
に前進させたり、チャンバ内に後退させたりできるよう
に、前進後退用の駆動手段と共にバルクヘッド部に装備
し、かつ、通常掘進時に、前記山留め装置の前面をバル
クヘッドのチャンバ側壁面とほぼ同一の位置まで後退さ
せることができるようにしたことを特徴とするシールド
掘進機。
A shield excavator provided with a rotating cutter head at a front portion of a shield body and having a chamber for taking in excavated earth and sand between the cutter head and a rear bulk head. In order to be able to advance the cutting device to the cutting face side through the opening of the cutter head or to retract the chamber into the chamber, the mounting device for holding down is mounted on the bulkhead together with the driving means for advancing and retreating, and during normal excavation, A shield excavator wherein a front surface of the mountain retaining device can be retracted to a position substantially the same as a chamber side wall surface of a bulkhead.
JP17456890A 1990-07-03 1990-07-03 Shield machine Expired - Fee Related JP2902453B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17456890A JP2902453B2 (en) 1990-07-03 1990-07-03 Shield machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17456890A JP2902453B2 (en) 1990-07-03 1990-07-03 Shield machine

Publications (2)

Publication Number Publication Date
JPH0464693A JPH0464693A (en) 1992-02-28
JP2902453B2 true JP2902453B2 (en) 1999-06-07

Family

ID=15980837

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17456890A Expired - Fee Related JP2902453B2 (en) 1990-07-03 1990-07-03 Shield machine

Country Status (1)

Country Link
JP (1) JP2902453B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7307439B2 (en) * 2019-12-27 2023-07-12 大成建設株式会社 Shield Machine Cutter Bit Replacement Method and Shield Machine

Also Published As

Publication number Publication date
JPH0464693A (en) 1992-02-28

Similar Documents

Publication Publication Date Title
JPS62146393A (en) Shield excavator
JP2902453B2 (en) Shield machine
JP3171459B2 (en) Shield method
JP3750052B2 (en) How to replace the cutter bit in a shield machine
JP6783132B2 (en) Tunnel boring machine
JP2895409B2 (en) Excavation equipment for rock drilling shield machines
JPH0821183A (en) Method for starting tunnel excavation
JP2003184474A (en) Structure of shield machine and method for replacing its roller cutter
JP3486999B2 (en) Shield excavation method and shield excavator
JPH07324593A (en) Cutter head of shield machine
JP3477399B2 (en) Tunnel excavator cutter replacement method and tunnel excavator
JP5566806B2 (en) Tunnel digging machine with lining switching and lining switching method
JP4934883B2 (en) Obstacle removal method during tunnel excavation and work method by worker
JP3611287B2 (en) Electa device and tunnel excavator
JP3698431B2 (en) Underground joint type shield machine and its underground joining method
JP2021156034A (en) Tunnel excavation apparatus
JPH07324592A (en) Cutter head of shield machine
JPH0528316B2 (en)
JPH1025990A (en) Tunnel excavator and excavating method
JPS62197597A (en) Shielding machine
JP5305752B2 (en) Working method by workers during tunnel excavation
JP4211362B2 (en) Connecting method of shield tunneling machine
JPH0365478B2 (en)
JP2915843B2 (en) Underground joining method of tunnel and shield machine used for it
JP2001032685A (en) Shield machine

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees