JPS5931393A - Cutting method - Google Patents

Cutting method

Info

Publication number
JPS5931393A
JPS5931393A JP14050582A JP14050582A JPS5931393A JP S5931393 A JPS5931393 A JP S5931393A JP 14050582 A JP14050582 A JP 14050582A JP 14050582 A JP14050582 A JP 14050582A JP S5931393 A JPS5931393 A JP S5931393A
Authority
JP
Japan
Prior art keywords
valve
pressure
hole
cutting method
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.)
Pending
Application number
JP14050582A
Other languages
Japanese (ja)
Inventor
星野 謙三
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP14050582A priority Critical patent/JPS5931393A/en
Publication of JPS5931393A publication Critical patent/JPS5931393A/en
Pending 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】 この発明はトンネル掘削などの場合、トンネルの外周装
薬孔にトンネル境界線に沿うスリットをウォータージェ
ットで切削して発破し、スムーズなトンネル断面を得る
場合、智、在装薬孔をあけてから、先端部に噴射ノズル
を装置した高圧ホ0ハ躬用ランスを装薬孔1;新たにそ
う入することによってスリットを切っているが、この場
合、噴射用ランスのtllがざ(孔の中心綿とほぼ一致
しないとなかなか装薬孔に入らないし、3メートルにも
なる噴射用ランスを5メートルの高さの装薬孔に合せる
のに時間がかかるし、そのため別にドリルブームを必要
とするので費用もかかった。この発明は上記の欠点を無
くして、短時IuJに、別にドリルプームを使用しない
で経済的に装薬孔にスリット倉切削1−る様にしたもの
で、従来不可能とされていた、すく孔機を使用してスリ
・ントを切ることを可能としたもので、OラドをiJ+
して低水圧7トを送って2く孔し%さく孔が終って0ツ
ドを引き抜くときに超高圧水を送ってスリ・ントを切る
ことを可能にしたので、従来の孔あけ時間とはと九と変
わらずに孔あけ、且つスリットを切ることが出来る梯に
したものである。これを図によって説明1°ると、第1
図1は岩儲2は装薬孔tこ13のノズルを迎して高圧ホ
シ噴射しむく孔+tVを29の方向に缶回転で引き出す
と、岩りSlにfコ15の杯なスリットを切ることが出
来る。6のさく孔機又はさく岩槻1j10のリーダー上
を、左右に移動↑るt]圧ホは11の通路誹り7のシー
ベルジヨイント (例えば)通って5の0・7ド内に梧
かれるが、8の逆止弁と9の低圧水は通′rが譲り圧ホ
を通をないストップバルブにより他に漏減することな(
13のノズルから14のジェットをOn射する。31ユ
ビ・ント4はビットについた切削チップである。12は
1底圧ホ入口である。9のストップパルプは例えば第2
1Aaに示1一様に弁17、弁圧27、弁バネ18、バ
ネ押え扱28、弁座ストッパー19、弁圧バネ26、及
弁突き上げ棒21、突き上げバネ25、わく16からな
り、わく14゜6は20の止めねぢで固定してめる。水
圧がかかると弁17及弁座27は水圧に押されてバネ2
6を圧縮し突き上げ棒21、弁座スト−tパー19と接
触するが、水圧が低いときはb図の様に突き上げ棒のバ
ネ25が十分強いのて弁17と弁座27は離れてホは3
0の方向に流れるが水圧が高圧になると 0図の様に突
棒21は弁17により押されて突棒の7ランゲ22は弁
座ストッパー19に固定した板23と離れ弁17と弁座
27は閉ったままとなる。第3図aは止弁9がOラド5
についている場合でこの場合低圧2トは止弁9を通って
吐出口24よりDI’l 1i1L。
Detailed Description of the Invention This invention applies to tunnel excavation, etc., in which a slit is cut along the tunnel boundary line in the outer peripheral charge hole of the tunnel and blasted to obtain a smooth tunnel cross section. After drilling the charging hole, a high-pressure spray lance with an injection nozzle at the tip is inserted into the charging hole 1; a slit is cut by cutting the injection lance. If the tll is not approximately aligned with the center of the hole, it will not fit into the charging hole, and it takes time to align a 3 meter long injection lance with a 5 meter high charging hole, so Since a drill boom is required, the cost is high.This invention eliminates the above drawbacks, and enables short-time IuJ to be performed by economically cutting a slit cage into the charging hole without using a separate drill boom. This made it possible to cut slits using a drilling machine, which was previously considered impossible.
After the hole has been drilled and the hole is pulled out, ultra-high pressure water can be sent to cut the slit. This is a ladder that can be punched and slitted in the same way as ``9''. If we explain this with a diagram, the first
Figure 1 shows that Iwatake 2 receives the nozzle of the charging hole T-13 and injects the high-pressure jet. When the hole +tV is pulled out by rotating the can in the direction of 29, a large slit of f-15 is cut in the rock hole Sl. I can do it. Move left and right on the leader of hole drill or drill Iwatsuki 1j10 in 6). The check valve at 8 and the low pressure water at 9 are prevented from leaking to others by the stop valve that allows the flow of water and prevents the pressure from passing.
14 jets are emitted from 13 nozzles. 31 Ubi-nt 4 is a cutting tip attached to the bit. 12 is the 1st bottom pressure inlet. The stop pulp of No. 9 is, for example, the second
1Aa shows a valve 17, a valve pressure 27, a valve spring 18, a spring retainer 28, a valve seat stopper 19, a valve pressure spring 26, a valve push-up rod 21, a push-up spring 25, a frame 16, and a frame 14.゜6 is fixed with 20 setscrews. When water pressure is applied, the valve 17 and valve seat 27 are pushed by the water pressure and spring 2
6 is compressed and the push-up rod 21 contacts the valve seat stopper 19. However, when the water pressure is low, the spring 25 of the push-up rod is strong enough and the valve 17 and valve seat 27 are moved apart and held together as shown in Figure b. is 3
The flow is in the direction of 0, but when the water pressure becomes high, the protruding rod 21 is pushed by the valve 17 as shown in Figure 0, and the 7 Lange 22 of the protruding rod is separated from the plate 23 fixed to the valve seat stopper 19, and the valve 17 and the valve seat 27 are separated. remains closed. In Fig. 3a, the stop valve 9 is Orad 5.
In this case, the low pressure 2 passes through the stop valve 9 and exits the discharge port 24 as DI'l 1i1L.

又さく孔中ロッドは回転するので、高圧ホ取入口31は
自由にして回転し、スリットを切る時になって高圧本管
口32と例えばさく1シ4B16に取りつけたシリンダ
ー33によりジヨイントすればよい。又第3図すは止弁
9がビ・ントの中にあり又高圧ホ明躬ノズル13もビッ
ト1こi?I?’2七れた場合2示し、O・ラドとビ・
7トの開には例えばパンキン34及び回転ゆるみ止めバ
ネ35を装置1゛れば高圧水はM減せずにノズル13よ
Q噴射する。高圧ホ取人口は回転接手7を使用した例、
を示1゛。Oラドとビットの中間に止弁9を保持した部
品等を入れた場合も同様である。
Also, since the drilling rod rotates, the high-pressure water intake port 31 is allowed to rotate freely, and when it comes time to cut the slit, it can be jointed with the high-pressure main pipe port 32 by, for example, a cylinder 33 attached to the drill hole 4B16. Also, as shown in Figure 3, the stop valve 9 is in the bit, and the high pressure nozzle 13 is also in the bit. I? '27 shows 2, O. Rad and B.
For example, if a puncture ring 34 and a rotary locking spring 35 are used in the device 1 to open the 7th hole, the high pressure water will be injected through the nozzle 13 without being reduced by M. An example of using rotary joint 7 for the high-pressure removal port.
Show 1゛. The same applies when a part holding the stop valve 9 is inserted between the O-rad and the bit.

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

第1図はこの発明の一例の側面図。 第2図aはこの発明の止弁部の一例の側面図。 b、cは止弁[1の作動の説明図。 第3図aはOラドに止弁を入れた時の説明図。 bはビットに止弁を入れた時の説明図。 FIG. 1 is a side view of an example of this invention. FIG. 2a is a side view of an example of the stop valve part of the present invention. b and c are explanatory diagrams of the operation of the stop valve [1]. FIG. 3a is an explanatory diagram when a stop valve is inserted into the Orad. b is an explanatory diagram when a stop valve is inserted into the bit.

Claims (1)

【特許請求の範囲】[Claims] 七く孔機のO・ンドあるいはビット等に、低圧水を通過
させ且つ高圧ホをし呻閉するバルブを装置し、更にfi
Jq射ノズルを装置して、さく孔を行なったり高圧ホを
0ハ射してスリット等の切削を行なうこ七を特徴とした
切削法。
A valve is installed on the O-end or bit of the seven-hole machine, which allows low-pressure water to pass through and closes the high-pressure water.
This is a cutting method characterized by using a Jq spray nozzle to drill holes and high-pressure jets to cut slits, etc.
JP14050582A 1982-08-14 1982-08-14 Cutting method Pending JPS5931393A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14050582A JPS5931393A (en) 1982-08-14 1982-08-14 Cutting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14050582A JPS5931393A (en) 1982-08-14 1982-08-14 Cutting method

Publications (1)

Publication Number Publication Date
JPS5931393A true JPS5931393A (en) 1984-02-20

Family

ID=15270200

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14050582A Pending JPS5931393A (en) 1982-08-14 1982-08-14 Cutting method

Country Status (1)

Country Link
JP (1) JPS5931393A (en)

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