JPS624626Y2 - - Google Patents

Info

Publication number
JPS624626Y2
JPS624626Y2 JP18682581U JP18682581U JPS624626Y2 JP S624626 Y2 JPS624626 Y2 JP S624626Y2 JP 18682581 U JP18682581 U JP 18682581U JP 18682581 U JP18682581 U JP 18682581U JP S624626 Y2 JPS624626 Y2 JP S624626Y2
Authority
JP
Japan
Prior art keywords
bit
face plate
leading
leading bit
pin
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
JP18682581U
Other languages
Japanese (ja)
Other versions
JPS5890293U (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 JP18682581U priority Critical patent/JPS5890293U/en
Publication of JPS5890293U publication Critical patent/JPS5890293U/en
Application granted granted Critical
Publication of JPS624626Y2 publication Critical patent/JPS624626Y2/ja
Granted legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 この考案は、シールド掘削機における先行ビツ
トの固定装置の改良に関する。
[Detailed Description of the Invention] This invention relates to an improvement of a leading bit fixing device in a shield excavator.

従来一般に、回転面板を有するシールド掘削機
(機械掘りシールド、泥水シールド、土圧シール
ド等の各種のシールド掘削機を含む。)にあって
は、硬い層や礫層での掘進時にビツトが摩耗した
り、あるいは欠けたりして掘進量が低下し、途中
でビツトの交換を余儀なくされるケースが応々に
してある。
Conventionally, in shield excavators (including various types of shield excavators such as mechanical excavation shields, muddy water shields, and earth pressure shields) that have a rotating face plate, the bits are worn out when digging in hard or gravel layers. There are many cases where the amount of excavation decreases due to cracking or chipping, forcing the bit to be replaced midway through.

このため最近では、切羽に対向する面板プレー
ト上に、通常のカツタービツトのほかに先行ビツ
トを付けて、硬い層では地山に先行して逃げ溝を
切り、また礫層では先行して礫をゆるめ、カツタ
ービツトにかかる負荷を軽減し、カツタービツト
の寿命を延ばす方法が取られている。
For this reason, recently, in addition to the usual cutter bit, a leading bit has been attached to the face plate facing the face to cut relief grooves before cutting the ground in hard layers, and to loosen the gravel in advance in gravel layers. , methods are being taken to reduce the load on the katterbit and extend its life.

しかしこの場合、現在のところ先行ビツトにつ
いては、面板プレートに溶接付けしており、掘進
が進み、先行ビツトの先行分が摩耗してしまうと
カツタービツトの痛みが急激に早くなり、800m
〜1200mという通常の掘進距離をビツトの交換な
しで掘進することは実際上不可能である。
However, in this case, the leading bit is currently welded to the face plate, and as the excavation progresses and the leading part of the leading bit wears out, the damage to the cutting bit rapidly accelerates.
It is practically impossible to excavate the normal excavation distance of ~1200 m without changing bits.

また、ビツトの交換に際しては中間立坑を構築
し、その中で交換したり、薬液注入、圧気等の補
助工法を行ない、面板プレート前に作業員が出て
交換しているのが通例であり、大きな危険と多大
な費用を要しているのが現状である。
In addition, when replacing bits, it is customary to construct an intermediate shaft and perform the replacement inside the shaft, or to use auxiliary methods such as chemical injection and pressurized air, and a worker comes out in front of the face plate to perform the replacement. The current situation is that this poses great risks and costs a lot of money.

この考案は以上の点を考慮してなされたもの
で、今まで溶接付けされていた先行ビツトをピン
固定式とし、今までのように立坑を構築したり、
補助工法を用いることもなく機内から安全かつ迅
速に先行ビツトの交換を行なえるようにし、掘削
力の回復を計ることにより硬い層や礫層での長距
離掘進を可能にするものである。
This idea was made in consideration of the above points, and the leading bit, which was conventionally welded, was fixed with a pin, and it was possible to construct a vertical shaft as before.
This allows the advance bit to be replaced safely and quickly from inside the machine without using any auxiliary methods, and by restoring digging power, it enables long-distance excavation in hard and gravel layers.

以下、添付図面を参照しながら、この考案の内
容を明らかにする。
The contents of this invention will be explained below with reference to the attached drawings.

第1図は面板プレート1上における各ビツトの
レイアウトを示す。各ビツトは土砂を取り込むス
リツト2の縁の部分に配置されており、カツター
ビツト3はスリツト2の一辺側に、また先行ビツ
ト4はそれに対向する一辺側にそれぞれ配置され
ている。この場合、これら二種類のビツト3,4
は面板プレート1上、同心円上に配置され、しか
も各先行ビツト4は、第2図に示すようにカツタ
ービツト3よりもαだけ切羽側に先行している。
なお、各ビツト3,4としては、耐摩耗性の点で
有利な超硬合金製チツプ5付きのものが用いられ
ている。
FIG. 1 shows the layout of each bit on the face plate 1. Each bit is arranged at the edge of the slit 2 that takes in earth and sand, the cutter bit 3 is arranged on one side of the slit 2, and the leading bit 4 is arranged on the opposite side. In this case, these two types of bits 3 and 4
are arranged concentrically on the face plate 1, and each leading bit 4 precedes the cutter bit 3 by α on the face side, as shown in FIG.
Each of the bits 3 and 4 is equipped with a tip 5 made of cemented carbide, which is advantageous in terms of wear resistance.

さて、この考案では、先行ビツト4について、
従来、面板プレート1に溶接付けしていたのを改
め、機内側から切羽側に向かつて差込み式にし、
ピンで固定する方式で取り付けるようにした点に
特徴がある。
Now, in this idea, regarding the leading bit 4,
Previously, it was welded to the face plate 1, but now it is an insert type from the inside of the machine toward the face side.
It is unique in that it is attached using a pin-fixing method.

このため、面板プレート1の該当する箇所に
は、第3図に示すように先行ビツト取付孔6があ
けられ、また面板プレート1の背面側には筒状の
シヤンクホルダ7が溶接等によつて固定されてい
る。この筒状のシヤンクホルダ7は先行ビツト取
付孔6を囲むように設けられているが、その内径
寸法のうち幅寸法の方は先行ビツト取付孔6の幅
よりも若干大きくなされている。これに対応し
て、先行ビツト4のシヤンク40は、超硬合金製
チツプ5のある先端側40aよりも後端側40b
が若干肉厚とされており、シヤンク途中の段部4
1が面板プレート1に対するストツパとしての役
割を果たすように配慮されている。
For this purpose, a leading bit mounting hole 6 is drilled in the corresponding location of the face plate 1 as shown in Fig. 3, and a cylindrical shank holder 7 is fixed to the back side of the face plate 1 by welding or the like. has been done. This cylindrical shank holder 7 is provided so as to surround the leading bit mounting hole 6, and the width dimension of its inner diameter is slightly larger than the width of the leading bit mounting hole 6. Correspondingly, the shank 40 of the leading bit 4 is located on the rear end side 40b rather than the front end side 40a where the cemented carbide chip 5 is located.
is said to be slightly thicker, and the stepped part 4 in the middle of the shank
1 serves as a stop for the face plate 1.

このような先行ビツト4は、その先端側40a
が面板プレート1側の先行ビツト取付孔6に通さ
れ、その後端側40bが面板プレート1の背面側
においてピン8によつて取り付けおよび取り外し
自在に固定される。この場合、ピン8としてボル
トが用いられており、そのボルトはシヤンクホル
ダ7側および先行ビツト4側の各ピン穴9を通
り、先端がナツト10および割ピン11によつて
固定されている。
Such a leading bit 4 has its leading end side 40a
is passed through the leading bit mounting hole 6 on the side of the face plate 1, and the rear end side 40b is fixed on the back side of the face plate 1 with a pin 8 so that it can be attached and removed. In this case, a bolt is used as the pin 8, and the bolt passes through each pin hole 9 on the shank holder 7 side and the leading bit 4 side, and its tip is fixed by a nut 10 and a split pin 11.

したがつて、先行ビツト4について交換を要す
る場合には、ピン(ボルト)8を取り外して先行
ビツト4を新たなものと差し換えればよく、その
交換は機内ドラム側から容易に行なうことができ
る。この場合実際的には、スリツト開閉板によつ
て面板プレート1のスリツト2を塞ぎかつ切羽を
面板プレート1で押さえてから、前記交換作業を
行なうこと、また地下水位以下での作業であつ
て、ドラム内に地下水浸入の懸念があるときに
は、ポンプによる排水を行ないながらの作業とな
ることは勿論である。
Therefore, if the leading bit 4 needs to be replaced, it is sufficient to remove the pin (bolt) 8 and replace the leading bit 4 with a new one, and the replacement can be easily performed from the internal drum side. In this case, in practice, the slit 2 of the face plate 1 is closed with a slit opening/closing plate and the face plate 1 is pressed down before the replacement work is performed, and the work is performed below the groundwater level. Of course, if there is a concern that groundwater may infiltrate into the drum, the work must be carried out while draining water using a pump.

しかしながら、この考案にあつては、先行ビツ
ト4の先端側40aを面板プレート1側の先行ビ
ツト取付孔6に通し、かつ先行ビツト4の後端側
40bを面板プレート1の背面側にピン8によつ
て取り付けおよび取り外し自在に固定するように
しているので、先行ビツト4を容易にかつ安全に
交換つまり中間立坑や補助工法を要することなく
機内から交換することができるという効果をはじ
め、次のような多くの効果を得ることができる。
一つには、交換時の作業に準じて、先行ビツト4
を機内から抜き取り、その摩耗量を計測すること
によつて、ビツトの早期手配および作業工程への
配慮をなすことができるという効果、また一つに
は、機内からの作業のみで短時間で掘削力を復元
できることから、高深部での硬い層や礫層での長
延長掘削が可能という効果、さらには、発進、到
達立坑の鏡部分のコンクリートを先行ビツト4に
よつて破砕するようにすることもできるので、発
進、到達時の鏡のハツリ作業(鏡部分のコンクリ
ート取り除き作業)を省略できるという効果であ
る。
However, in this invention, the leading end side 40a of the leading bit 4 is passed through the leading bit mounting hole 6 on the side of the face plate 1, and the rear end side 40b of the leading bit 4 is connected to the pin 8 on the back side of the face plate 1. Since it is fixed in such a way that it can be installed and removed freely, the leading bit 4 can be easily and safely replaced, that is, it can be replaced from inside the machine without requiring an intermediate shaft or auxiliary construction method, as well as the following effects. You can get many benefits.
For one thing, according to the work at the time of replacement, the preceding bit 4
By extracting bits from inside the machine and measuring the amount of wear, it is possible to arrange the bits early and take into consideration the work process. Since the force can be restored, it is possible to perform long-duration excavation in hard layers and gravel layers at high depths, and furthermore, the concrete in the mirror part of the starting and reaching shafts can be crushed by advance bit 4. This has the effect of omitting the work of chiseling the mirror (removing concrete from the mirror part) when starting and arriving.

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

第1図は面板プレート上のビツトのレイアウト
を示す図、第2図は先行ビツトの先行状態を示す
図、第3図はこの考案による先行ビツトの取り付
け状態を示し、Aは正面図、Bは側面図、Cは平
面図である。 1……面板プレート、3……カツタービツト、
4……先行ビツト、6……先行ビツト取付孔、8
……ピン。
Figure 1 shows the layout of the bits on the face plate, Figure 2 shows the leading state of the leading bit, and Figure 3 shows the mounting state of the leading bit according to this invention.A is a front view, B is a front view. Side view, C is a plan view. 1... face plate, 3... cutter bit,
4... Leading bit, 6... Leading bit mounting hole, 8
……pin.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 切羽に対向する面板プレートに、カツタービツ
トおよびそのカツタービツトよりも切羽側に先行
した先行ビツトが取り付けられているシールド掘
削機において、前記面板プレートに先行ビツト取
付孔が設けられ、この先行ビツト取付孔に先行ビ
ツトの先端側が通されかつ先行ビツトの後端側が
面板プレートの背面側にピンによって取り付け、
取り外し自在に固定されていることを特徴とする
シールド掘削機における先行ビツトの固定装置。
In a shield excavator in which a cutter bit and a leading bit that precedes the cutter bit on the face side are attached to the face plate facing the face plate, a leading bit mounting hole is provided in the face plate plate, and a leading bit mounting hole is provided in the face plate plate. The leading end of the bit is passed through, and the rear end of the leading bit is attached to the back side of the face plate with a pin.
A device for fixing a leading bit in a shield excavator, characterized in that it is detachably fixed.
JP18682581U 1981-12-15 1981-12-15 Fixing device for leading bit in shield excavator Granted JPS5890293U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18682581U JPS5890293U (en) 1981-12-15 1981-12-15 Fixing device for leading bit in shield excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18682581U JPS5890293U (en) 1981-12-15 1981-12-15 Fixing device for leading bit in shield excavator

Publications (2)

Publication Number Publication Date
JPS5890293U JPS5890293U (en) 1983-06-18
JPS624626Y2 true JPS624626Y2 (en) 1987-02-02

Family

ID=29989109

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18682581U Granted JPS5890293U (en) 1981-12-15 1981-12-15 Fixing device for leading bit in shield excavator

Country Status (1)

Country Link
JP (1) JPS5890293U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0419108Y2 (en) * 1986-01-10 1992-04-28
JP5635926B2 (en) * 2011-03-14 2014-12-03 ジャパントンネルシステムズ株式会社 Shield machine

Also Published As

Publication number Publication date
JPS5890293U (en) 1983-06-18

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