JPS58120987A - Mortising device - Google Patents
Mortising deviceInfo
- Publication number
- JPS58120987A JPS58120987A JP424082A JP424082A JPS58120987A JP S58120987 A JPS58120987 A JP S58120987A JP 424082 A JP424082 A JP 424082A JP 424082 A JP424082 A JP 424082A JP S58120987 A JPS58120987 A JP S58120987A
- Authority
- JP
- Japan
- Prior art keywords
- propulsion
- diameter
- ground
- bit
- propulsion tube
- 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
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Earth Drilling (AREA)
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】
不発明は、地盤中に管路を布設するときに用いら几る嘔
く孔装置に関し、特に岩盤に対し大口径のさく孔を行な
うさく孔、装置に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a drilling device used when laying a pipeline in the ground, and particularly to a drilling device for drilling a large diameter hole in bedrock.
従来、岩盤に対し大口径の水平さく孔を行なう場合、カ
ッタに回転を与えて岩盤を切削する方式のもの、あるい
けカッタを回転せずに岩盤に押し付け、カッタを含めた
さく孔ヘッド全体を回転することでさく孔する方式のも
のがあるが、こ几うのゼーリングマシン方式は硬い岩盤
になると、カッタ刃先の摩耗が著しく、さく孔能率が悪
いとともに、コスト高となる欠点がある。Conventionally, when drilling a large-diameter horizontal hole in rock, there are methods that rotate the cutter to cut the rock, and methods that press the cutter against the rock without rotating and press the entire drilling head, including the cutter, against the rock. There is a method that drills holes by rotating, but this Seering machine method has the drawback that when it comes to hard rock, the cutter edge wears out significantly, resulting in poor drilling efficiency and high cost.
そこで従来は、圧縮空気を原動力としてビットに打撃と
回転を与え、こ几により岩盤を破砕しながらさく孔する
方式が提案されている。かかる方式は上述のゼーリング
マシン方式に比しさく孔速度が早く機動性に富むものと
云わfているが、その反面、さく孔さ几る径が大口径に
なってくると、こnに比例してビット径が大きくなV、
かつビットの打撃及び回転に容量の大きな原動力が必要
になって装置が大形化し高価なものとなる欠点があった
。Conventionally, a method has been proposed in which the bit is struck and rotated using compressed air as the motive force, and the rock is crushed and drilled using a drill. This method is said to have a faster drilling speed and greater maneuverability than the Seering machine method described above, but on the other hand, as the diameter of the hole being drilled becomes large, V, where the bit diameter is proportionally larger,
In addition, a motive force with a large capacity is required to strike and rotate the bit, resulting in a large and expensive device.
不発明は上記従来の欠点を解決するために創案嘔几だも
ので、岩盤に対する大口径のさく孔を、そのさく孔径よ
り十分小径のビットで可能にし、こf′Lによりビット
動力源を小容量化してさく孔手段の小形化を図るととも
に、推進管径に合った岩盤へのさく孔を可能にしたさく
孔装置を提供すること全目的とする。The invention was devised in order to solve the above-mentioned drawbacks of the conventional technology, and it is possible to drill large-diameter holes in rock with a bit that is sufficiently smaller than the drilling diameter, and by this f'L, the bit power source can be reduced. The overall purpose of the present invention is to provide a drilling device that increases the capacity and downsizes the drilling means, and also enables drilling into rock that matches the diameter of the propulsion pipe.
この目的を達成するために不発明にかかるさく孔装置は
、地盤中に推進さ肛る進入端側推進管内に圧縮空気全動
力源とする少なくとも1個の打撃ヘッドを偏心して設置
し、かつ上記打撃ヘッドの先端には上記推進管の半径と
等しいかそnより小径のビット才取り付け、このビット
に打撃ヘッドから打撃を与えるとともに上記推進管全回
転推進することにより岩盤を含む地盤を烙く孔するよう
にしたものである。In order to achieve this object, the drilling device according to the invention includes at least one striking head, which is entirely powered by compressed air, installed eccentrically in the entry end-side propulsion pipe that is propelled into the ground, and A bit with a diameter equal to or smaller than the radius of the propulsion tube is attached to the tip of the striking head, and the bit is given a blow from the striking head and the propulsion tube is propelled through a full rotation to effectively drill holes in the ground including rock. This is how it was done.
以下、不発明の実施例を図面について説明する。Hereinafter, embodiments of the invention will be described with reference to the drawings.
第1図は不発明にかかるさく孔装置を岩盤からなる地山
などの地盤横断の管路布設に適用した場合の全体図を示
すもので、1は地中管路を構成する大口径(例えば90
0mm)の推進管、2は地盤への進入端側推進管1の先
端部内に偏心して設置したさく凡用の打撃ヘッドであり
1、この打撃ヘッド2を含めた推進管1は、その布設地
盤3を挾んで両側に形成した立坑4,5の一方の立坑4
から他方の立坑5に向けて地盤3を横断する方向に推進
−gnるものであり、その推進操作は、上記一方の立坑
4内に設置した回転推進装置6により行なわn、同時に
推進管1は回転推進装置6により回転さnるようになっ
ている。Fig. 1 shows an overall view of the case where the drilling device according to the invention is applied to laying a pipeline across the ground such as a ground made of rock. 90
0mm) propulsion tube, 2 is a striking head for general use installed eccentrically within the tip of the propulsion tube 1 on the side that enters the ground, 1, and the propulsion tube 1 including this striking head 2 is installed on the ground where it is laid. One shaft 4 of shafts 4 and 5 formed on both sides with 3 in between.
The shaft is propelled in a direction across the ground 3 toward the other shaft 5, and the propulsion operation is performed by a rotary propulsion device 6 installed in the one shaft 4. At the same time, the propulsion pipe 1 is It is rotated by a rotary propulsion device 6.
上記回転推進装置6は、基台7上に進退可能に設置した
不休8を有し、この不休8は推進管1を地盤3に対し水
平に推進できる姿勢にチャッキングする機構及び推進管
1を回転させる機構(いず庇も図示せず)を内蔵し、さ
らに不休8はエア等の流体圧ジヤツキ9によって推進方
向及び後退方向に移動操作、さnるようになっている。The rotary propulsion device 6 has a rotary propulsion unit 8 installed on a base 7 so as to be movable forward and backward. It has a built-in mechanism for rotating it (the eaves are not shown), and furthermore, the rotor 8 can be moved in the forward and backward directions by means of a hydraulic jack 9 such as air.
第2図及び第3図は上記さく凡用打撃ヘッド2の詳細を
示すもので、推進管1の先端部内周にその軸線と平行に
なるよう固着した筒状ケーシング10と、このケーシン
グ10内の前端側に回転しないようその軸線方向にスラ
イド可能ニ嵌入したチゼル11及びケーシング10内の
後端側に配設さn、上記チゼル11を打撃するエアハン
マ12を備え、チゼル11の頭部11aにはガイド部材
14によりスライド可能に支持したハンマヘッド12a
が対向きn、このハンマヘッド12a fエアハンマ1
2に供給さnる圧縮空気により動作させることでチゼル
11の頭部12aに打撃力を付与するようになっている
。また、上記チゼル11の前端には上記推進管1の半径
(外径半径)より小さい径のビット15が固着さf、そ
してこのビット15は推進管1の開口端面】aより突設
さf′L、さらに推進管1の外周円に内接する配置関係
になっている。なお、13aldフートバルブ、13b
はリジットバルブである。FIGS. 2 and 3 show details of the above-mentioned cutting head 2, which includes a cylindrical casing 10 fixed to the inner periphery of the tip of the propulsion tube 1 so as to be parallel to its axis, and a structure inside the casing 10. A chisel 11 is fitted into the casing 10 so as to be slidable in its axial direction so as not to rotate toward the front end, and an air hammer 12 is provided at the rear end of the casing 10 to strike the chisel 11. Hammer head 12a slidably supported by guide member 14
are facing n, this hammer head 12a f air hammer 1
A striking force is applied to the head 12a of the chisel 11 by operating the chisel 11 with compressed air supplied to the chisel 2. Further, a bit 15 having a diameter smaller than the radius (outer diameter radius) of the propulsion tube 1 is fixed to the front end of the chisel 11, and this bit 15 is provided to protrude from the open end surface ]a of the propulsion tube 1. L, and is further inscribed in the outer circumferential circle of the propulsion tube 1. In addition, 13ald foot valve, 13b
is a rigid valve.
また、上記打撃ヘッド2の後端にはスイベル継手16を
介して圧縮空気供給ホース17が接続−2n、この供給
ホース17は推進管1の後端から外方に引き出嘔几て、
地上等に設置てれる図示しない圧縮空気供給源(コンプ
レッサ)に接続さnるようになっている。Further, a compressed air supply hose 17 is connected to the rear end of the striking head 2 via a swivel joint 16, and this supply hose 17 is pulled out from the rear end of the propulsion tube 1.
It is connected to a compressed air supply source (compressor), not shown, installed on the ground or the like.
次に、上記のように構成さ几た不発明装置の動作につい
て説明する。Next, the operation of the inventive device constructed as described above will be explained.
ビット15を有するさく凡用打撃ヘッド2を装着した推
進管1が第1図に示す如く岩石からなる地盤3中に立坑
4側から地盤3を横断する水平方向に進入烙几、かつ回
転推進装置6により回転及び推進力を受けている状態に
おいて。As shown in FIG. 1, a propulsion tube 1 equipped with a drilling striking head 2 having a bit 15 enters the ground 3 made of rock from the shaft 4 side in a horizontal direction across the ground 3. In a state where it is receiving rotation and propulsion force due to 6.
コンプレッサからの圧縮空気がホース17.スイベル継
手16を介してエアハンマ12に供給嘔fLると、該ハ
ンマ12が動作して、そのハンマヘッド12aがチゼル
11の頭部11a f打撃する。このため、チゼル11
はケーシング1o内を前進動して、こ几と一体のビット
15を推進管開口前面の岩盤に打ち当て、当該岩盤を破
砕しながら推進管1の前進送りに応じて順次さく孔して
いく。このと@、ピット15による岩盤への打撃破砕位
置は同一個所に留まらず、推進管lの回転と一体にその
軸心を中心に第3図の矢印A方向に回転移動し、こnに
より推進管1の外径に相当する面積内の岩盤を部分的に
順次打撃破砕することになり、そしてビット15が推進
管1の回転に伴い1周することで推進管径に相当するさ
く孔がなさfることに彦る。また。Compressed air from the compressor is transferred to hose 17. When the air hammer 12 is supplied via the swivel joint 16, the hammer 12 operates and its hammer head 12a strikes the head 11a of the chisel 11. For this reason, chisel 11
moves forward inside the casing 1o, and hits the bit 15 integrated with the drill against the rock in front of the opening of the propulsion tube, crushing the rock and sequentially drilling holes as the propulsion tube 1 moves forward. In this case, the impact crushing position of the rock by the pit 15 does not remain at the same location, but rotates around its axis in the direction of arrow A in Figure 3 together with the rotation of the propulsion tube l, and this causes propulsion. The rock within the area corresponding to the outer diameter of the tube 1 is partially hit and crushed in sequence, and the bit 15 makes one revolution as the propulsion tube 1 rotates, so that no hole corresponding to the diameter of the propulsion tube is drilled. I'm thinking of doing something. Also.
これと同時に推進管1も前進さ几ることになる。At the same time, the propulsion tube 1 also moves forward.
ビット15の打撃による岩盤へのさく孔に伴い推進管1
が地盤中に進入さn、そして一方の立坑4内に残存する
推進管1が短かくなった場合は、新たな推進管1全地盤
中へ推進さnつつある推進管1の後端に結合し、こnと
ともに圧縮空気供給用のホース17も順次継ぎたす。ま
た、推進管lが他方の立坑5に達した後は、立坑5側に
おいてさく凡用打撃ヘッド2を推進管lから取り外し、
かつホース17を引き抜けば。The propulsion tube 1 is drilled into the rock by the blow of the bit 15.
enters the ground, and if the propulsion pipe 1 remaining in one shaft 4 becomes short, a new propulsion pipe 1 is connected to the rear end of the propulsion pipe 1 that is being propelled all into the ground. Along with this, a hose 17 for supplying compressed air is also successively connected. Moreover, after the propulsion pipe l reaches the other shaft 5, the drilling-purpose striking head 2 is removed from the propulsion pipe l on the shaft 5 side,
And if you pull out hose 17.
地盤中に推進さ几た推進管1は管路として利用烙几る。The propulsion pipe 1 propelled into the ground is used as a conduit.
なお、上記実施例では、芒<凡用打撃ヘッド2及びこn
Vcより動作さ几るビット15は1個の場合について述
べたが、こ几に限定されず、2個以上設けるようにして
も良い。In addition, in the above embodiment, the awn<general-purpose striking head 2 and this
Although the case has been described in which there is one bit 15 that operates less than Vc, the present invention is not limited to this, and two or more bits 15 may be provided.
以上のように本発明によnば、岩石からなる地盤中に推
進て几る進入端側推進管内に圧縮空気を動力源とする少
なくとも1個の打撃ヘッド全偏心して設置し、かつ上記
打撃ヘッドの先端には上記推進管の半径と等しいかそ几
より小径のピットi取り付け、このビットに上記打撃ヘ
ッドから打撃を与えるとともに推進管を回転推進するこ
とで岩盤のさく孔を行なうようにしたものであるから、
岩石からなる地盤に大口径のさく孔を行なうようにして
も従来のようにさく孔径に一致するピッ)k必要とせず
、このため。As described above, according to the present invention, at least one striking head powered by compressed air is installed completely eccentrically in the entry end-side propulsion pipe that is propelled into the rocky ground, and the striking head is A pit i with a diameter equal to or smaller than the diameter of the propulsion tube is installed at the tip of the bit, and by applying a blow to this bit from the striking head and rotating the propulsion tube, it is possible to drill holes in rock. because there is,
For this reason, even if a large-diameter hole is to be drilled in the ground made of rock, there is no need for a hole that matches the diameter of the drilled hole as in the conventional method.
ビットに打撃を与える打撃ヘッドを小容量化。The capacity of the striking head that strikes the bit has been reduced.
即ち打撃ヘッド及び圧縮空気供給を含めた装置を小形化
でき、かつ機動性に富む烙く孔装置を容易に提供できる
。また、推進管の半径と等しいかそnより小径のビット
に推進管の管径面内においてその軸心を中心に円運動さ
せながら比較的小さい打撃で推進管径に相当する口径の
さく孔を行なうことができる。In other words, the device including the striking head and compressed air supply can be made smaller, and a highly mobile device can be easily provided. In addition, a hole with a diameter equivalent to the diameter of the propulsion tube is drilled with a relatively small blow while moving a bit with a diameter equal to the radius of the propulsion tube or smaller than the diameter n of the propulsion tube in a circular motion around its axis within the diameter plane of the propulsion tube. be able to.
第1図は不発明にかかるさく孔装置を岩石からなる地盤
への管路布設に適用した場合の全体構成図、第2図は不
発明にかけるさく孔中打撃ヘッドと推進管との関係構造
の詳細を示す断面図、第3図は算2図の左側面図である
。
l・・・推進管、2・・・さく凡用打撃ヘッド、3・・
・地盤、6・・・回転推進装置、10・・・筒状ケーシ
ング、11・・・チゼル、12・・・エアハンマ% 1
5・・・ビット。
特許出願人 新技術開発株式会社Figure 1 is an overall configuration diagram when the drilling device according to the invention is applied to laying pipes in rocky ground, and Figure 2 is the relationship structure between the drilling hitting head and the propulsion pipe according to the invention. FIG. 3 is a left side view of the arithmetic diagram. l... Propulsion tube, 2... General use striking head, 3...
・Ground, 6... Rotating propulsion device, 10... Cylindrical casing, 11... Chisel, 12... Air hammer% 1
5...Bit. Patent applicant: New Technology Development Co., Ltd.
Claims (1)
、かつ圧縮空気を動力源として打撃力全発生する少なく
とも1個のさく孔中打撃ヘッドと、この打撃ヘッドのチ
ゼル先端に固着さf″1.。 かつ上記推進管の半径と等しいかそ几より小径のビット
と、上記推進管を回転させるとともに地盤に対し推進さ
せる駆動手段とを備えてなるさく孔装置。[Claims] A propulsion tube that is propelled into the ground made of rock. It is installed at the tip of this propulsion tube eccentrically from its axis.
, and at least one drilling striking head that generates the entire striking force using compressed air as a power source, and fixed to the chisel tip of this striking head f''1., and having a diameter equal to the radius of the propulsion tube or smaller than the diameter of the drill hole. A drilling device comprising: a bit; and a drive means for rotating the propulsion pipe and propelling it against the ground.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP424082A JPS58120987A (en) | 1982-01-13 | 1982-01-13 | Mortising device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP424082A JPS58120987A (en) | 1982-01-13 | 1982-01-13 | Mortising device |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS58120987A true JPS58120987A (en) | 1983-07-19 |
Family
ID=11579020
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP424082A Pending JPS58120987A (en) | 1982-01-13 | 1982-01-13 | Mortising device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58120987A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61122394A (en) * | 1984-11-15 | 1986-06-10 | 東急建設株式会社 | Appatus for propelling embedded pipe |
JPS6370797A (en) * | 1986-09-11 | 1988-03-30 | 東急建設株式会社 | Excavator |
-
1982
- 1982-01-13 JP JP424082A patent/JPS58120987A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61122394A (en) * | 1984-11-15 | 1986-06-10 | 東急建設株式会社 | Appatus for propelling embedded pipe |
JPH0345195B2 (en) * | 1984-11-15 | 1991-07-10 | Tokyu Kensetsu Kk | |
JPS6370797A (en) * | 1986-09-11 | 1988-03-30 | 東急建設株式会社 | Excavator |
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