JPH0242799Y2 - - Google Patents

Info

Publication number
JPH0242799Y2
JPH0242799Y2 JP1984002358U JP235884U JPH0242799Y2 JP H0242799 Y2 JPH0242799 Y2 JP H0242799Y2 JP 1984002358 U JP1984002358 U JP 1984002358U JP 235884 U JP235884 U JP 235884U JP H0242799 Y2 JPH0242799 Y2 JP H0242799Y2
Authority
JP
Japan
Prior art keywords
cutter
mounting box
saddle
cutter head
bit
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
JP1984002358U
Other languages
Japanese (ja)
Other versions
JPS60115998U (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 JP235884U priority Critical patent/JPS60115998U/en
Publication of JPS60115998U publication Critical patent/JPS60115998U/en
Application granted granted Critical
Publication of JPH0242799Y2 publication Critical patent/JPH0242799Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 本考案はトンネル掘削機のカツタヘツドに係る
ものである。
[Detailed Description of the Invention] The present invention relates to a cutter head for a tunnel excavator.

第1図は従来のトンネル掘削機のカツタヘツド
を示し、ローラカツタ1を溶接またはボルト結合
によつて取付けられたカツタヘツド2を駆動モー
タ3によつて駆動回転しながらスラストジヤツキ
4で地山に押付けてトンネルを掘進するように構
成されている。図中5は掘削機本体6を地山に対
して相対的に固定するグリツパ、7は崩壊防止用
のシールドで、装置保護のため不安定地質に使用
される。
FIG. 1 shows a cutter head of a conventional tunnel excavator. A roller cutter 1 is attached to the cutter head 2 by welding or bolting, and the cutter head 2 is driven and rotated by a drive motor 3 while being pressed against the ground by a thrust jack 4. It is configured to dig a tunnel. In the figure, 5 is a gripper that fixes the excavator main body 6 relative to the ground, and 7 is a shield for preventing collapse, which is used in unstable geology to protect the equipment.

トンネル掘削機による曲線掘削時、シールド7
等による中折れ角の制約によりオーバカツトを行
う場合、或いは掘削中に岩層に遭遇し、シールド
外径より大径に掘削する必要ある場合、或いは膨
脹性岩層で予め予定径より大径に掘削しようとす
る場合等、カツタヘツド2の掘削径を変更する要
求の生ずる場合がしばしば生起する。このように
掘削径をシールド板厚程度の比較的小寸法の拡
径、或いは縮径を行いたい場合、従来は適切な方
法がなく、またこれをどうしても実施しなければ
ならない場合、油圧シリンダを用いたリンク機構
等の大がかりな装置を採用せざるを得なかつた。
Shield 7 when excavating a curve with a tunnel excavator
When performing an overcut due to restrictions on the bend angle due to the In some cases, it is often necessary to change the excavation diameter of the cutter head 2. In this way, when it is desired to expand or reduce the diameter of the excavation by a relatively small dimension similar to the thickness of the shield plate, there is no suitable method in the past, and when this must be done, a hydraulic cylinder is used. This meant that they had no choice but to adopt large-scale devices such as link mechanisms that had previously been used.

本考案はこのような実情に鑑みて提案されたも
ので、カツタヘツド本体の前面外周部に、外周方
向に傾斜した摺動案内部を有する取付箱を設け、
同取付箱にカツタビツトを支持してなるカツタサ
ドルを前記摺動案内部を介して装着し、前記取付
箱に対するカツタサドルの装着位置を変更可能と
する手段を設けたことを特徴とするトンネル掘削
機のカツタヘツドに係り、その目的とする処は、
簡単な構成で比較的小寸法の拡径、或いは縮径が
できる改良されたトンネル掘削機のカツタヘツド
を供する点にある。
The present invention was proposed in view of the above circumstances, and includes a mounting box having a sliding guide section inclined in the direction of the outer circumference on the outer circumference of the front surface of the cutter head body.
A katsuta head for a tunnel excavator, characterized in that a katsuta saddle supporting a katsuta bit is mounted on the mounting box via the sliding guide part, and means is provided for changing the mounting position of the katsuta saddle with respect to the mounting box. The purpose of this is as follows:
It is an object of the present invention to provide an improved cutter head for a tunnel excavator that is simple in construction and capable of expanding or contracting the diameter to a relatively small size.

本考案は前記したように構成されているので、
カツタヘツド本体の前面外周部に配設された取付
箱に、同取付箱に設けられたカツタヘツド本体の
外周方向に傾斜した摺動案内部を介してカツタビ
ツトを支持したカツタサドルを装着し、同カツタ
サドルを前記摺動案内部を案内としてカツタヘツ
ド本体の外周方向に摺動せしめるとともに、前記
したカツタサドルの装着位置を変更可能とする手
段を介して前記取付箱に対するカツタサドルの取
付位置を選定、調整することによつて、前記カツ
タサドルに支持されたカツタビツトの位置をカツ
タヘツド本体の径方向に亘つて調整することがで
きる。従つて本考案によれば従来における如き大
がかりな装置を要することなく簡単に掘削径を変
更しうるものである。
Since the present invention is constructed as described above,
A cutter saddle that supports a cutter bit via a sliding guide provided in the mounting box and inclined in the outer circumferential direction of the cutter head body is attached to a mounting box provided on the outer periphery of the front surface of the cutter head body, and the cutter saddle is attached to the front surface of the cutter head body. By sliding the cutter head body in the outer circumferential direction using the sliding guide portion as a guide, and selecting and adjusting the mounting position of the cutter saddle relative to the mounting box through the above-mentioned means that allows changing the mounting position of the cutter saddle. The position of the cutter bit supported by the cutter saddle can be adjusted in the radial direction of the cutter head body. Therefore, according to the present invention, the excavation diameter can be easily changed without requiring a large-scale device as in the prior art.

以下本考案を図示の実施例について説明する。 The present invention will be described below with reference to the illustrated embodiments.

11はカツタビツトで、カツタサドル12に回
転自在に支持され、同カツタサドル12はカツタ
ヘツド本体13に複数個夫々傾斜して配置された
取付箱14内に挿入される。同取付箱14内には
カツタビツト111を支持するカツタサドル12
がカツタヘツド本体13の後方から前方に通過で
きるように、同カツタヘツド本体13の外周方向
に傾斜して延びるカツタサドル12の案内路を有
する案内部材15,16,17が一体に取付けら
れ、案内部材15,16間、及び案内部材16,
17間には夫々周方向の溝18,19が配設さ
れ、同各溝18,19内にはカツタサドル12を
後方より挿入したのち反力受け部材20が挿入さ
れ、ボルト21を介してカツタサドル12に連結
固定されるように構成されている。
Reference numeral 11 denotes a cutter bit, which is rotatably supported by a cutter saddle 12, and the cutter saddles 12 are inserted into a plurality of mounting boxes 14 arranged at an angle on a cutter head main body 13. Inside the mounting box 14 is a katsuta saddle 12 that supports the katsuta bit 111.
Guide members 15, 16, and 17 having guide paths for the cutter saddle 12 extending obliquely toward the outer circumferential direction of the cutter head main body 13 are integrally attached so that the cutter head main body 13 can pass from the rear to the front. 16, and guide member 16,
Circumferential grooves 18 and 19 are provided between the grooves 17 and 17, and after inserting the cutter saddle 12 from behind, a reaction force receiving member 20 is inserted into the grooves 18 and 19, and the cutter saddle 12 is inserted through the bolt 21. It is configured to be connected and fixed to.

なお前記案内部材15,16,17が前記取付
箱14に設けた摺動案内部を構成するものであ
り、また前記各案内部材15,16,17間に設
けられた周方向の溝18,19及び同溝18,1
9に挿入される反力受け部材20並にボルト21
が、前記した取付箱14に対するカツタサドル1
2の装着位置を変更可能とする手段を構成するも
のである。
The guide members 15, 16, 17 constitute a sliding guide provided in the mounting box 14, and the circumferential grooves 18, 19 provided between the guide members 15, 16, 17 and the same groove 18,1
The reaction force receiving member 20 and the bolt 21 inserted into the
However, the cutter saddle 1 for the mounting box 14 described above is
This constitutes a means for making it possible to change the mounting position of 2.

図示の実施例は前記したように構成されている
ので、掘削作業中カツタビツト11に負荷される
外荷重はカツタサドル12から反力受け部材20
を介して案内部材15及び取付箱14、並にカツ
タヘツド本体13に伝達される。
Since the illustrated embodiment is configured as described above, the external load applied to the cutter bit 11 during excavation work is transferred from the cutter saddle 12 to the reaction force receiving member 20.
It is transmitted to the guide member 15, the mounting box 14, and the cutter head main body 13 via.

カツタビツト11を摩耗等のために交換する場
合は、ボルト21を取外し、反力受け部材20を
溝18または19より取外した後、カツタビツト
11及びカツタサドル12をカツタ取付箱14内
の案内部材15,16,17によつて案内しつつ
後方に引出し、カツタヘツド本体13の外部に引
出してカツタビツト11の交換やメンテナンスを
行なう。
When replacing the cutter bit 11 due to wear or the like, remove the bolt 21 and remove the reaction force receiving member 20 from the groove 18 or 19. , 17, and then pulled out to the outside of the cutter head main body 13 to perform replacement or maintenance of the cutter bit 11.

次にカツタヘツドの掘削径D1をD2に変更する
場合、カツタビツト11及びカツタサドル12を
取付箱14内に挿入し、反力受け部材20を溝1
8から溝19に選択して挿入し、ボルト21を介
して前記カツタサドル12に固定し、掘削径D1
よりD2へと変更するものである。この場合の掘
削半径の増加量δ=k・sinθ(但しl:溝18,
19間の距離、θ:ゲージカツタ取付角)とな
る。
Next, when changing the excavation diameter D 1 of the cutter head to D 2 , insert the cutter bit 11 and cutter saddle 12 into the mounting box 14, and insert the reaction force receiving member 20 into the groove 1.
8 into the groove 19, and fix it to the cutter saddle 12 via the bolt 21, and the excavation diameter D 1
This is a change to D2 . In this case, the amount of increase in the excavation radius δ = k・sinθ (where l: groove 18,
19, θ: gauge cutter mounting angle).

このように図示の実施例においては、カツタヘ
ツド本体13の後方より、カツタサドル12の取
付箱14に対する取付位置を調整することによつ
て、簡単にカツタヘツド掘削径を変更することが
できる。
As described above, in the illustrated embodiment, the cutter head excavation diameter can be easily changed by adjusting the mounting position of the cutter saddle 12 with respect to the mounting box 14 from the rear of the cutter head main body 13.

第6図及び第7図は本考案の他の実施例を示
し、カツタビツト11が回転自在に支持されたカ
ツタサドル12が前記取付箱14に収納され、カ
ツタビツト11及びカツタサドル12が通過しう
る切欠を有し、取付箱14内に一体に取付けられ
た案内部材31,32内に挿入される。反力受け
部材33は或る設定厚さを有するスペーサ34を
介して前記案内部材31,32間に設けられた溝
35内に挿入されたのち、ボルト36によつてカ
ツタサドル12に一体に結合される。なお前記反
力受け部材33はスペーサ34と一体構造でもよ
い。なお前記案内部材31,32が前記取付箱1
4に設けた摺動案内部を構成するものであり、ま
た前記案内部材31,32間に設けられた溝35
及び同溝35に挿入される反力受け部材33及び
スペーサ34並にボルト36が、前記した取付箱
14に対するカツタサドル12の装着位置を変更
可能とする手段を構成するものである。
6 and 7 show another embodiment of the present invention, in which a cutter saddle 12 on which a cutter bit 11 is rotatably supported is housed in the mounting box 14, and has a notch through which the cutter bit 11 and cutter saddle 12 can pass. and is inserted into guide members 31 and 32 integrally attached within the mounting box 14. The reaction force receiving member 33 is inserted into the groove 35 provided between the guide members 31 and 32 via a spacer 34 having a certain set thickness, and then integrally connected to the cutter saddle 12 by a bolt 36. Ru. Note that the reaction force receiving member 33 may have an integral structure with the spacer 34. Note that the guide members 31 and 32 are connected to the mounting box 1.
4, and the groove 35 provided between the guide members 31 and 32.
The reaction force receiving member 33, spacer 34, and bolt 36 inserted into the groove 35 constitute a means for changing the mounting position of the cutter saddle 12 with respect to the mounting box 14 described above.

図示の実施例は前記のように構成されているの
で、掘削径を変更する場合、スペーサ34の板厚
を選択して取付箱14に対するカツタビツト11
及びカツタサドル12の相対位置を変更せしめる
ことによつて所期の目的を達成できるものであ
る。
Since the illustrated embodiment is configured as described above, when changing the excavation diameter, the thickness of the spacer 34 is selected and the cutter bit 11 relative to the mounting box 14 is adjusted.
By changing the relative position of the cutter saddle 12, the desired purpose can be achieved.

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

第1図は従来のトンネル掘削機のカツタヘツド
を示す縦断側面図、第2図は本考案に係るトンネ
ル掘削機のカツタヘツドの一実施例を示す縦断側
面図、第3図はその要部拡大縦断側面図、第4図
はその正面図、第5図はそのカツタサドルの取付
箱に対する取付手段の分解斜面図、第6図は本考
案に係るトンネル掘削機のカツタヘツドの他の実
施例を示す縦断側面図、第7図はカツタサドルの
取付箱に対する取付手段の分解斜面図である。 11……カツタビツト、12……カツタサド
ル、13……カツタヘツド本体、14……取付
箱、15,16,17……案内部材、18,19
……溝、20……反力受け部材、21……ボル
ト、31,32……案内部材、33……反力受け
部材、34……スペーサ、35……溝、36……
ボルト。
Fig. 1 is a vertical side view showing a cutter head of a conventional tunnel excavating machine, Fig. 2 is a longitudinal side view showing an embodiment of the cutter head of a tunnel excavating machine according to the present invention, and Fig. 3 is an enlarged longitudinal side view of the main part thereof. 4 is a front view thereof, FIG. 5 is an exploded perspective view of the means for attaching the cutter saddle to the mounting box, and FIG. 6 is a longitudinal sectional side view showing another embodiment of the cutter head for a tunnel excavator according to the present invention. , FIG. 7 is an exploded perspective view of the mounting means for the Katsuta saddle mounting box. 11... Katsuta bit, 12... Katsuta saddle, 13... Katsuta head body, 14... Mounting box, 15, 16, 17... Guide member, 18, 19
... Groove, 20 ... Reaction force receiving member, 21 ... Bolt, 31, 32 ... Guide member, 33 ... Reaction force receiving member, 34 ... Spacer, 35 ... Groove, 36 ...
bolt.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] カツタヘツド本体の前面外周部に、外周方向に
傾斜した摺動案内部を有する取付箱を設け、同取
付箱にカツタビツトを支持してなるカツタサドル
を前記摺動案内部を介して装着し、前記取付箱に
対するカツタサドルの装着位置を変更可能とする
手段を設けたことを特徴とするトンネル掘削機の
カツタヘツド。
A mounting box having a sliding guide section inclined in the direction of the outer circumference is provided on the front outer periphery of the cutter head main body, a cutter saddle supporting the cutter bit is attached to the mounting box via the sliding guide section, and the mounting box A cutter head for a tunnel excavator, characterized in that it is provided with a means for changing the mounting position of the cutter saddle on the cutter head.
JP235884U 1984-01-13 1984-01-13 Tunnel excavator cut head Granted JPS60115998U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP235884U JPS60115998U (en) 1984-01-13 1984-01-13 Tunnel excavator cut head

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP235884U JPS60115998U (en) 1984-01-13 1984-01-13 Tunnel excavator cut head

Publications (2)

Publication Number Publication Date
JPS60115998U JPS60115998U (en) 1985-08-06
JPH0242799Y2 true JPH0242799Y2 (en) 1990-11-14

Family

ID=30475959

Family Applications (1)

Application Number Title Priority Date Filing Date
JP235884U Granted JPS60115998U (en) 1984-01-13 1984-01-13 Tunnel excavator cut head

Country Status (1)

Country Link
JP (1) JPS60115998U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102314558B1 (en) 2020-05-14 2021-10-18 데루타-후라이 화마 가부시키가이샤 Water-soluble polymer derivatives of Venetoclax

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102314558B1 (en) 2020-05-14 2021-10-18 데루타-후라이 화마 가부시키가이샤 Water-soluble polymer derivatives of Venetoclax

Also Published As

Publication number Publication date
JPS60115998U (en) 1985-08-06

Similar Documents

Publication Publication Date Title
JPH0242799Y2 (en)
CA1297867C (en) Arrangement for supporting of a shank of a drilling machine
US5104262A (en) Tunnel boring machine
JPH041157B2 (en)
JP2798235B2 (en) Roller cutter support structure
JPH0417669Y2 (en)
JP3758816B2 (en) Disc cutter device
JP2836741B2 (en) Tunnel excavator
JP3644102B2 (en) Propulsion device for shield machine
JPH052715Y2 (en)
JP3854653B2 (en) Shield machine and segment bolt fastening machine
JP2647340B2 (en) Center cutter mounting structure of tunnel excavator and tunnel excavator
JPH053590Y2 (en)
JPH0716798Y2 (en) Shield jack spreader
JPS5920477Y2 (en) Curved hole drilling device
JP3306339B2 (en) Shield machine
JP2531152Y2 (en) Shield excavator cutter head
JP2798233B2 (en) Drilling method of shield excavator and shield excavator
JPH0637066Y2 (en) Excavator for continuous underground wall
JPH01284692A (en) Split type semi-shield drilling machine
JPH042240Y2 (en)
JP3270323B2 (en) Roller bit and tunnel machine cutter equipment
JPH08232594A (en) Erector and shield machine using the same
JP2917158B2 (en) Segment assembling method and segment assembling apparatus for lining tunnel inner wall
JPH0629278Y2 (en) Formwork equipment for tunnel machine