JPH0144630Y2 - - Google Patents

Info

Publication number
JPH0144630Y2
JPH0144630Y2 JP14260882U JP14260882U JPH0144630Y2 JP H0144630 Y2 JPH0144630 Y2 JP H0144630Y2 JP 14260882 U JP14260882 U JP 14260882U JP 14260882 U JP14260882 U JP 14260882U JP H0144630 Y2 JPH0144630 Y2 JP H0144630Y2
Authority
JP
Japan
Prior art keywords
cutter
ring
replaced
cutter hub
hub
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
JP14260882U
Other languages
Japanese (ja)
Other versions
JPS5947795U (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 JP14260882U priority Critical patent/JPS5947795U/en
Publication of JPS5947795U publication Critical patent/JPS5947795U/en
Application granted granted Critical
Publication of JPH0144630Y2 publication Critical patent/JPH0144630Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)
  • Earth Drilling (AREA)

Description

【考案の詳細な説明】 本考案は岩盤トンネル掘削機のカツタ装置に関
するものである。
[Detailed Description of the Invention] The present invention relates to a cutter device for a rock tunnel excavator.

岩盤トンネル掘削機はカツタ装置を備えたカツ
タヘツドを回転して切刃を掘削してトンネルを構
築するものであり、そのカツタ装置には大負荷が
作用するので、カツタ装置は強固なものとしなけ
ればならない。
A rock tunnel excavator excavates a cutting blade by rotating a cutter head equipped with a cutter device to excavate a tunnel to construct a tunnel.The cutter device is subjected to a large load, so the cutter device must be strong. It won't happen.

例えば、第1図に示すように、一対のリテーナ
1,1間に軸2を嵌合してボルト3で固着し、軸
2に一対の軸受け4,4を介して環状のカツタハ
ブ5を回転自在に支承し、カツタハブ5に環状一
体のカツタリング6を嵌合圧入して段部7に当接
し、止めリング8で抜け止めしてある。
For example, as shown in FIG. 1, a shaft 2 is fitted between a pair of retainers 1, 1 and fixed with bolts 3, and an annular cutter hub 5 is rotatably attached to the shaft 2 via a pair of bearings 4, 4. An annular integral cutter ring 6 is fitted and press-fitted into the cutter hub 5 to abut against the stepped portion 7, and is prevented from coming off by a retaining ring 8.

そして、カツタリング6が摩耗した場合には、
カツタ装置全体をカツタヘツドより取り外し、止
めリング8を外してカツタリング6をカツタハブ
5より抜き取り、新らしいカツタリング6を再び
カツタハブ5に嵌合圧入して止めリング8を取付
けて再組立し、再びカツタヘツドに取付けてい
る。
If the cutter ring 6 is worn out,
Remove the entire cutter device from the cutter head, remove the retaining ring 8, pull out the cutter ring 6 from the cutter hub 5, press fit the new cutter ring 6 into the cutter hub 5 again, attach the retainer ring 8, reassemble it, and attach it to the cutter head again. ing.

このために、カツタリング6の交換毎にカツタ
装置全体をカツタヘツドより取り外しせねばなら
ず、カツタリングの交換作業が非常に面倒で時間
が掛ると共に、カツタリング6をカツタハブ5よ
り抜き取り、嵌合圧入しなければならず、専用の
工具を必要とするから掘削現場では交換できな
い。
For this reason, each time the cutter ring 6 is replaced, the entire cutter device must be removed from the cutter head, making the work of replacing the cutter ring very troublesome and time-consuming. It cannot be replaced at the excavation site because it requires special tools.

さらには、カツタリング6の嵌合圧入時にカツ
タハブ5の圧入面5aを損傷するので、再生入回
数は3回程度が限度であり、それ以後はカツタハ
ブ5を交換せねばならず、不経済である。
Furthermore, since the press-fitting surface 5a of the cutter hub 5 is damaged when the cutter ring 6 is press-fitted, the number of re-fittings is limited to about three times, and after that, the cutter hub 5 must be replaced, which is uneconomical.

本考案は上記の事情に鑑みなされたものであ
り、その目的はカツタヘツドに取付けたままでカ
ツタリングを交換できて、短時間に簡単に交換で
きると共に、専用の特殊工具を用いる必要がなく
掘削現場で交換でき、さらにはカツタハブの寿命
を長くして何回もカツタリングを交換でき、経済
的となつた岩盤トンネル掘削機のカツタ装置を提
供することである。
This invention was developed in view of the above circumstances, and its purpose is to allow the cutter ring to be replaced while it is still attached to the cutter head, making it easy to replace in a short time, and to be able to be replaced at the excavation site without the need for special tools. To provide a cutter device for a rock tunnel excavator which is economical and can prolong the life of the cutter hub, allowing the cutter ring to be replaced many times.

以下第2図以降を参照して本考案の実施例を説
明する。
Embodiments of the present invention will be described below with reference to FIG. 2 and subsequent figures.

第2図は全体説明図であり、前部フレーム10
にはカツタヘツド11がモータ12で回転駆動自
在に装着され、前部フレーム10の後部にはグリ
ツパフレーム13が設けてあり、グリツパフレー
ム13と前部フレーム10とに推進シリンダ14
が連結してあると共に、前部フレーム10の上部
には前ルーフ15が後方に向けて設けられ、グリ
ツパフレーム13には後ルーフ16が前方に向け
て固設されて、前ルーフ15と重り合つていると
共に、グリツパフレーム13には後部グリツパ1
7がシリンダ18で側方に張り出し、格納自在に
設けられ、前部フレーム10にもグリツパ(図示
せず)が設けてある。
FIG. 2 is an overall explanatory diagram, and shows the front frame 10.
A cutter head 11 is mounted to be rotatably driven by a motor 12, a gripper frame 13 is provided at the rear of the front frame 10, and a propulsion cylinder 14 is provided between the gripper frame 13 and the front frame 10.
A front roof 15 is provided on the upper part of the front frame 10 facing rearward, and a rear roof 16 is fixedly installed on the gripper frame 13 facing forward. In addition to overlapping each other, the gripper frame 13 has a rear gripper 1.
7 is provided as a cylinder 18 that protrudes laterally and is retractable, and the front frame 10 is also provided with a gripper (not shown).

前記カツタヘツド11の前面にはカツタ装置A
が複数設けてある。
A cutter device A is provided in front of the cutter head 11.
There are several.

そして、グリツパ17をトンネル坑壁Bに圧接
して推進の反力を受け、推進シリンダ14を伸長
してカツタヘツド11を岩盤の切羽Cに押しつけ
ると同時に、モータ12でカツタヘツド11を回
転駆動してカツタ装置Aのカツタリング19を岩
盤の切羽Cに喰い込ませながら回転することによ
り、岩盤を圧砕して連続して岩盤にトンネルを構
築する。
Then, the gripper 17 is pressed against the tunnel wall B to receive the reaction force of propulsion, and the propulsion cylinder 14 is extended to press the cutter head 11 against the rock face C. At the same time, the motor 12 drives the cutter head 11 to rotate. By rotating the cutter ring 19 of the device A while cutting into the face C of the bedrock, the bedrock is crushed and a tunnel is continuously constructed in the bedrock.

前記カツタ装置Aは第5図・第6図に示すよう
に、一対のリテーナ20,20間に軸21を嵌合
しかつボルト22で連結し、軸21に一対の軸受
け23を介して環状のカツタハブ24を回転自在
に支承し、カツタハブ24の外周面には第1・第
2段部25,26を形成して小径部27と大径部
28とを有する形状となり、第1・第2段部2
5,26にカツタリング19を取付けてある。
As shown in FIGS. 5 and 6, the cutter device A has a shaft 21 fitted between a pair of retainers 20 and 20 and connected with bolts 22, and an annular ring attached to the shaft 21 via a pair of bearings 23. A cutter hub 24 is rotatably supported, and first and second step portions 25 and 26 are formed on the outer circumferential surface of the cutter hub 24 to form a shape having a small diameter portion 27 and a large diameter portion 28. Part 2
Cutting rings 19 are attached to 5 and 26.

該カツタリング19は、円弧状となつた複数の
単位カツタリング29を連続して環状に連結した
構造であり、単位カツタリング29の内側壁は段
部30により小径部31と大径部32とを有する
形状となり、段部30が第1段部25に密着し、
大径部32が大径部28に密着し、外端面33が
第2段部26に密着するようにボルト34でカツ
タハブ24に締付け固着され、全体として環状の
カツタリング19を構成している。つまり、単位
カツタリング29の大径部32は、カツタハブ2
4の大径部28と同心状となつている。
The cutter ring 19 has a structure in which a plurality of arcuate unit cutters 29 are connected in a continuous annular manner, and the inner wall of the unit cutter ring 29 has a stepped portion 30 with a small diameter portion 31 and a large diameter portion 32. Thus, the stepped portion 30 is in close contact with the first stepped portion 25,
The large-diameter portion 32 is in close contact with the large-diameter portion 28, and the outer end surface 33 is fastened to the cutter hub 24 with bolts 34 so that the outer end surface 33 is in close contact with the second step portion 26, thereby forming an annular cutter ring 19 as a whole. In other words, the large diameter portion 32 of the unit cutter ring 29 is connected to the cutter hub 2.
It is concentric with the large diameter portion 28 of No. 4.

しかして、ボルト34を弛めることで単位カツ
タリング29をカツタハブ24より取り外しでき
るので、カツタリング19を、カツタ装置Aをカ
ツタヘツド11に取付けたままの状態で交換で
き、簡単、かつ短時間にカツタリング19を交換
できるので、岩盤トンネル掘削機の休止時間を短
かくして稼動率を向上することができる。
Since the unit cutter ring 29 can be removed from the cutter hub 24 by loosening the bolt 34, the cutter ring 19 can be replaced with the cutter device A still attached to the cutter head 11, and the cutter ring 19 can be replaced easily and in a short time. As a result, the downtime of the rock tunnel excavator can be shortened and the operating rate can be improved.

また、カツタハブ24の取付面(つまり、大径
部28)を損傷することがないので、カツタハブ
24の寿命を向上できて、何回もカツタリング1
9を交換できるから、経済的である。
In addition, since the mounting surface (that is, the large diameter portion 28) of the cutter hub 24 is not damaged, the life of the cutter hub 24 can be extended, and the cutting process can be repeated many times.
It is economical because 9 can be replaced.

また、ボルト34を締付け、弛め操作する工具
のみで良いので、専用の特殊工具を用いる必要が
なく、掘削現場でも交換できる。
Further, since only a tool is needed to tighten and loosen the bolt 34, there is no need to use a dedicated special tool, and the bolt 34 can be replaced at the excavation site.

本考案は以上の様になり、カツタ装置をカツタ
ヘツドに取付けたままの状態で、カツタリング1
9を簡単かつ短時間に交換でき、トンネル掘削機
のカツタリング交換による休止時間を短縮して稼
動率を向上できると共に、カツタハブ24の取付
部を損傷することがなく寿命を向上できるから、
何回もカツタリング19を交換できて経済的であ
り、さらには、専用の特殊工具を用いる必要がな
いから、トンネル掘削現場等でもカツタリング1
9を交換できる。
The present invention is as described above, and while the cutter device is still attached to the cutter head, cutting
9 can be replaced easily and in a short time, the downtime of the tunnel excavator due to cutter ring replacement can be shortened and the operating rate can be improved, and the lifespan can be increased without damaging the attachment part of the cutter hub 24.
It is economical because the cutter ring 19 can be replaced many times, and there is no need to use special tools, so the cutter ring 19 can be used at tunnel excavation sites, etc.
9 can be exchanged.

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

第1図は従来例の断面図、第2図は本考案の実
施例を示す全体説明図、第3図は第2図の−
線断面図、第4図は第2図の前面図、第5図はカ
ツタ装置の側面図、第6図は第5図の−線断
面図である。 19はカツタリング、20はリテーナ、21は
軸、23は軸受け、24はカツタハブ、29は単
位カツタリング、34はボルト。
Fig. 1 is a sectional view of a conventional example, Fig. 2 is an overall explanatory view showing an embodiment of the present invention, and Fig. 3 is a -
4 is a front view of FIG. 2, FIG. 5 is a side view of the cutter device, and FIG. 6 is a sectional view taken along the line -- of FIG. 5. 19 is a cutter ring, 20 is a retainer, 21 is a shaft, 23 is a bearing, 24 is a cutter hub, 29 is a unit cutter ring, and 34 is a bolt.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 一対のリテーナ20,20間に軸21を固着
し、該軸21に軸受け23を介してカツタハブ2
4を回転自在に支承し、該カツタハブ24に、円
弧状の単位カツタリング29を複数個連続してボ
ルト34で締付け固定して、環状のカツタリング
19としたことを特徴とする岩盤トンネル掘削機
のカツタ装置。
A shaft 21 is fixed between a pair of retainers 20, 20, and a cutter hub 2 is connected to the shaft 21 via a bearing 23.
4 is rotatably supported, and a plurality of arc-shaped unit cutters 29 are consecutively tightened and fixed to the cutter hub 24 with bolts 34 to form an annular cutter ring 19. Device.
JP14260882U 1982-09-22 1982-09-22 Cutting device for rock tunnel excavation machine Granted JPS5947795U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14260882U JPS5947795U (en) 1982-09-22 1982-09-22 Cutting device for rock tunnel excavation machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14260882U JPS5947795U (en) 1982-09-22 1982-09-22 Cutting device for rock tunnel excavation machine

Publications (2)

Publication Number Publication Date
JPS5947795U JPS5947795U (en) 1984-03-29
JPH0144630Y2 true JPH0144630Y2 (en) 1989-12-22

Family

ID=30318598

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14260882U Granted JPS5947795U (en) 1982-09-22 1982-09-22 Cutting device for rock tunnel excavation machine

Country Status (1)

Country Link
JP (1) JPS5947795U (en)

Also Published As

Publication number Publication date
JPS5947795U (en) 1984-03-29

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