JPS6223910Y2 - - Google Patents

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Publication number
JPS6223910Y2
JPS6223910Y2 JP18316081U JP18316081U JPS6223910Y2 JP S6223910 Y2 JPS6223910 Y2 JP S6223910Y2 JP 18316081 U JP18316081 U JP 18316081U JP 18316081 U JP18316081 U JP 18316081U JP S6223910 Y2 JPS6223910 Y2 JP S6223910Y2
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JP
Japan
Prior art keywords
drilling
hole
pipe
tube
divided
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
JP18316081U
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Japanese (ja)
Other versions
JPS5890290U (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
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Priority to JP18316081U priority Critical patent/JPS5890290U/en
Publication of JPS5890290U publication Critical patent/JPS5890290U/en
Application granted granted Critical
Publication of JPS6223910Y2 publication Critical patent/JPS6223910Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 この考案は、削孔完了後の螺脱分離処理を簡単
かつ安全に行なうことのできる、地盤削孔機械の
スクリユー・マウント式分割削孔管に関する。
[Detailed Description of the Invention] This invention relates to a screw-mounted split borehole tube for a ground drilling machine, which allows easy and safe screw removal treatment after completion of drilling.

地盤の削孔(ボーリング)に使用される削孔管
は、 削孔刃先(ロータリ型ではコア・チユーブや
メタル・クラウン、ダイヤモンド・ビツド、ロ
ータリ・パーカツシヨン型では先端ビツドやダ
ウザ・ホール・ハンマ、ビツド)を所定の深さ
に下す。
The drilling tube used for drilling in the ground has a drilling cutting edge (core tube, metal crown, diamond bit for rotary types, tip bit, dowser hole hammer, bit for rotary percution types) ) to the specified depth.

刃先の摩擦熱を吸収する冷却水又は冷却空気
等の流体を通す導管。
A conduit that carries a fluid such as cooling water or cooling air that absorbs the frictional heat of the cutting edge.

孔壁を保持する目的で送るベントナイト泥水
の導管。
A conduit for bentonite slurry for the purpose of holding the hole wall.

ダウザ・ホール・ハンマ等の作動流体を通す
導管。
A conduit that carries the working fluid of a dowser, hole, hammer, etc.

刃先に掘削に必要な押付け力を附与する。 Applies the pressing force necessary for digging to the cutting edge.

刃先を地上に回収する、等の機能を果すため
に使用されるものであるが、削孔深さに応じて
1500mm〜3000mmの長さ寸法に分割されている分
割削孔管を適数連結することで所望深さに応ず
る削孔管を構成する 上記分割削孔管の連結方式としては、削孔径が
33〓〜100〓とされる削孔管では、通常、第1図
又は第2図に示す如きねじ結合(スクリユー・マ
ウント)とされており、例外的に第3図及び第4
図に示す如き六角ボス結合のものが見られ、ま
た、削孔径が100〓以上の大径削孔管では、通
常、第5図に示す如きボス・アンド・キー結合と
されている。
It is used to perform functions such as recovering the cutting edge to the ground, but depending on the drilling depth,
A drilling pipe corresponding to the desired depth is constructed by connecting an appropriate number of segmented drilling pipes that are divided into lengths of 1500 mm to 3000 mm.
Drilled pipes with diameters of 33 to 100 are usually screw-mounted as shown in Figures 1 and 2, with exceptions as shown in Figures 3 and 4.
A hexagonal boss connection as shown in the figure is seen, and for large diameter drilled pipes with a hole diameter of 100mm or more, a boss-and-key connection as shown in FIG. 5 is usually used.

上記ねじ結合(スクリユー・マウント)による
ものは、図示のように、一方の削孔管aの端部に
形成された雌ねじbと他方の削孔管a′の端部に形
成された雄ねじcを螺合することで結合される
(第1図参照)か、或は一方の削孔管aの端部に
形成された雌ねじdと他方の削孔管a′の端部に形
成された雌ねじeに螺合する雄ねじf,f′を両端
部分に有しているソケツトgを介して両削孔管
a,a′を結合する(第2図参照)。このねじ結合
による場合、削孔管a,a′の旋回方向と相対する
方向に切られたねじが設けられる。
As shown in the figure, the screw mount has a female thread b formed at the end of one drilling pipe a and a male thread c formed at the end of the other drilling pipe a'. They are connected by screwing together (see Figure 1), or the female thread d formed at the end of one drilling pipe a and the female thread e formed at the end of the other drilling pipe a' Both drilled tubes a and a' are connected via a socket g having male screws f and f' at both ends (see Fig. 2). In the case of this threaded connection, threads are provided that are cut in a direction opposite to the direction of rotation of the borehole tubes a, a'.

六角ボス結合によるものは、主に硬質地盤の掘
削に適し、図示するように、一方の削孔管aの端
部に形成された六角ボスhを他方の削孔管a′の端
部に形成された六角凹部iに嵌合し、かつ、この
嵌合の際に一致する両削孔管a,a′の嵌合部分に
設けられているボルト孔j,kにボルトlを装着
する。
The hexagonal boss connection is mainly suitable for drilling in hard ground, and as shown in the figure, a hexagonal boss h formed at the end of one drilling pipe a is formed at the end of the other drilling pipe a′. Bolts l are fitted into the hexagonal recesses i formed in the hexagonal recesses i, and are fitted into bolt holes j and k provided in the fitting portions of both drilled tubes a and a' that coincide during this fitting.

また、ボス・アンド・キー結合によるものは、
高い回転力に応ずる構造とされているもので、一
方の分割削孔管aの端部に形成されてキー溝mを
有しているボスnと、他方の分割削孔管a′の端部
に形成されてキー溝oを有する凹部pを両キー溝
m,oが一致するように嵌入し、そのキー溝m,
oにキーqを装入すると共に、この嵌合の際に一
致する両分割削孔管a,a′のボルト孔r,sにボ
ルトtを装着する。
In addition, the boss and key combination is
It has a structure that can handle high rotational force, and has a boss n formed at the end of one segmented borehole tube a and having a keyway m, and an end of the other segmented borehole tube a′. A recess p having a key groove o is inserted into the recess p so that both key grooves m and o are aligned, and the key groove m,
The key q is inserted into the key q, and the bolts t are installed into the matching bolt holes r and s of the two divided drilled pipes a and a' during this fitting.

そして、これら何れの連結方式にある分割削孔
管も、削孔深さを増す際の継ぎ足し使用に当つて
は、堅孔削孔機械の場合、削孔部上に設置される
削孔管保持装置(パイプ・ホルダー)によつて現
在使用している削孔管を保持すると同時に削孔機
械のチヤツクを解放し、該部に継ぎ足し用の分割
削孔管を削孔管保持装置に保持されている最上部
の分割削孔管と連結するように配置して上記の方
法にて結合せしめた後、チヤツクにてこの継ぎ足
された分割削孔管をチヤツキングする。
In addition, when using any of these connection methods to connect split drilling pipes to increase the drilling depth, in the case of a hard drilling machine, the drilling pipe holder installed above the drilling section is used. A device (pipe holder) holds the currently used drilling pipe, and at the same time the chuck of the drilling machine is released, and an additional split drilling pipe is held in the drilling pipe holding device. After arranging it so as to connect it to the uppermost divided drilled tube and joining it by the method described above, the added divided drilled tube is chucked with a chuck.

また、所定の削孔作業が完了した場合には、上
記の如くして継ぎ足された夫々の分割削孔管は
各々分離回収されるが、これは先ず、最上部の分
割削孔管とこれに連結している二番目の分割削孔
管の連結部分が地上に位置するように前記チヤツ
クを昇降させることによつて調節し、次に削孔管
保持装置を機能させて前記二番目の分割削孔管を
保持すると共に、チヤツクを解放して夫々の連結
方式に応じた方法で最上部の分割削孔管を二番目
の分割削孔管から分離させ、しかる後、チヤツク
を降下させ、そのチヤツクにて最上部に位置する
ようになつた二番目の分割削孔管をチヤツキング
すると同時に削孔管保持装置を解放して上記の如
く手順にて再び最上部の分割削孔管の分離を行な
い、これらの作業を繰り返すことによつて分離回
収作業を達成する。
Furthermore, when the prescribed drilling work is completed, each of the divided drill tubes that have been joined as described above is separated and recovered. Adjustment is made by raising and lowering the chuck so that the connecting part of the second connected split drilling pipe is located on the ground, and then the drilling pipe holding device is activated to separate the second split drilling pipe. While holding the hole tube, the chuck is released to separate the uppermost divided hole tube from the second divided hole tube in a manner appropriate to each connection method, and then the chuck is lowered and the chuck is At the same time as chucking the second split borehole tube which is now located at the top, the borehole tube holding device is released and the uppermost split borehole tube is separated again in the same manner as described above. By repeating these operations, separation and recovery operations are accomplished.

ところで、上記分離回収作業を行なうに当つ
て、ねじ結合(スクリユー・マウント)方式によ
つて連結される分割削孔管では、螺脱をするため
の補助具としてパイプ・レンチ又はチエーン・ト
ングなどの工具が使用される。
By the way, when carrying out the separation and recovery work mentioned above, for split drilled pipes that are connected by a screw mount method, a pipe wrench or chain tongs or the like is used as an auxiliary tool to remove the screws. tools are used.

これによると、螺脱作業は非常な労力と時間を
要し、これらは削孔径が大きくなるに比例して増
大する傾向にあり、加えて、硬質地盤の削孔によ
り異常に結合力の高められた場合では無理な作業
を強いられることから工具が破損することもあ
り、非能率的かつ危険な作業となつていた。
According to this, screw removal work requires a great deal of labor and time, and these costs tend to increase in proportion to the diameter of the drilled hole. In some cases, tools may be damaged due to forced work, making the work inefficient and dangerous.

そこでこの考案は、構造簡単にして上述の如き
問題を払拭することのできる地盤削孔機械のスク
リユー・マウント式分割削孔管を提供するもので
ある。
Therefore, the present invention provides a screw-mount type segmented drilling pipe for a ground drilling machine, which has a simple structure and can eliminate the above-mentioned problems.

以下、この考案を第6図に示す堅孔削孔機械B
の分割削孔管6,6′に適用した場合の実施例に
ついて説明する。
Hereinafter, this invention will be described as hard hole drilling machine B shown in Fig. 6.
An embodiment in which the present invention is applied to the divided drilled pipes 6 and 6' will be described.

図は堅孔削孔機械Bが地盤の堅孔削孔中にある
状態を示し、そのスピンドル1のチヤツク2にチ
ヤツキングされている削孔管3はスピンドル1の
旋回及び降下によつて地盤4に所望とする堅孔5
を削孔する。
The figure shows a state in which the hard hole drilling machine B is drilling a hard hole in the ground, and the drilling pipe 3, which is chucked by the chuck 2 of the spindle 1, is in the ground 4 by the rotation and descent of the spindle 1. Desired hard hole 5
Drill a hole.

前記削孔管3は、多数の分割削孔管6,6′を
ねじ結合(スクリユー・マウント)によつて連結
構成しており、最上部に位置する分割削孔管6を
前記チヤツク2によつてチヤツキングし、最下部
に位置する分割削孔管6′はその下端に掘削用の
メタル・クラウン7を有している。
The drilling pipe 3 is constructed by connecting a large number of divided drilling pipes 6, 6' with screw mounts, and the split drilling pipe 6 located at the top is connected to the chuck 2. The divided drilling pipe 6' located at the lowermost part has a metal crown 7 for drilling at its lower end.

前記各分割削孔管6,6′は、第7図に示す如
く、上端の内周面に所定長の雌ねじ8を形成し、
また、下端の外周面に前記雌ねじ8と螺合する所
定長の雄ねじ9(最下部の分割削孔管6′は除
く)を形成しており、上側に位置する分割削孔管
6の雄ねじ9を下側に位置する分割削孔管6又は
6′の雌ねじ8に螺合させることによつて両者の
連結が為される。そして各分割削孔管6,6′は
その上部、つまり、雌ねじ8の稍下方に、軸心に
対して横断する貫通孔10を形成しており、か
つ、この貫通孔10には両端部を分割削孔管6又
は6′の外周面と同一又は外周面内に位置させて
おり、その両端部の外周部分を溶接することによ
つて固着している案内筒11を嵌着している。
As shown in FIG. 7, each of the divided drilled tubes 6, 6' has a female thread 8 of a predetermined length formed on the inner circumferential surface of the upper end.
Further, a male thread 9 of a predetermined length (excluding the lowermost divided drilled pipe 6') is formed on the outer circumferential surface of the lower end to be screwed into the female thread 8, and the male thread 9 of the divided drilled pipe 6 located on the upper side is formed. The two are connected by screwing into the internal thread 8 of the divided drilled tube 6 or 6' located below. Each of the divided drilled tubes 6, 6' has a through hole 10 formed in its upper part, that is, slightly below the female thread 8, and which extends across the axis. A guide tube 11 is fitted into the guide tube 11, which is positioned flush with or within the outer circumferential surface of the divided drilled tube 6 or 6', and which is fixed by welding the outer circumferential portions of both ends thereof.

上記構造となつている分割削孔管6を削孔深さ
を増す際に継ぎ足し連結するには、従来構造と同
様に、先ず、現在堅孔削孔機械Bに装置されてい
る削孔管3の最上部に位置する分割削孔管6の下
方を、堅孔5上に設置される削孔管保持装置12
によつて保持した後、チヤツク2を解放して該部
に継ぎ足し用の分割削孔管6を差し込んでその雄
ねじ9を上述した如くして削孔管保持装置12に
保持されている分割削孔管6の雌ねじ8に螺合結
合する。
In order to add and connect the divided drilling tubes 6 having the above structure when increasing the drilling depth, first, as in the conventional structure, first, the drilling tubes 3 currently installed in the hard hole drilling machine B. A drilling pipe holding device 12 installed above the hard hole 5 is attached to the bottom of the divided drilling pipe 6 located at the top of the hole.
After the chuck 2 is held by the hole drilling tube holding device 12, the chuck 2 is released, and the supplementary divided hole drilling tube 6 is inserted into the section, and its male thread 9 is inserted into the divided hole hole held by the hole drilling tube holding device 12 as described above. It is threadedly connected to the internal thread 8 of the pipe 6.

また、所望とする堅孔5の削孔を完了して削孔
管3を分離回収するには、スピンドル1を上昇さ
せて、第8図に示す如く、最上部から二番目に位
置する分割削孔管6の貫通孔10が地上に位置す
るようにし、かつ、その案内筒11に丸棒鋼から
成る反力バー13を差し込んで、その一端を堅孔
削孔機械Bのベース14部分に当接させる。しか
る後、スピンドル1を分割削孔管6の雌ねじ8及
び雄ねじ9のねじ方向とは逆方向(通常、雌ねじ
8及び雄ねじ9は右ねじとなつているために左回
転とされるが、小径管では左ねじとなつているも
のが多く、この場合には右回転とされる)に低速
にて僅か旋回させてねじ結合を弛め、そのまま上
側及び下側の分割削孔管6,6′を螺脱させず
に、反力バー13を取り除いて、第9図に示す如
く、スピンドル1を最上限まで上昇させる。そう
したならば、削孔管3を上記の如く設置される削
孔管保持装置12にて保持し、チヤツク2を開放
して手作業によつて最上部の分割削孔管6を螺脱
する。次に再びスピンドル1を、第10図に示す
如く、最下限まで降下させて最上部に位置する分
割削孔管6をチヤツク2によつてチヤツキングす
ると同時に削孔管保持装置12を解放して、二番
目の分割削孔管6の貫通孔10が地上に位置する
ようにし、再びその案内筒11に反力バー13を
差し込み、上述の手順を経て最上部の分割削孔管
6を螺脱するもので、これらの作業を繰り返すこ
とによつて削孔管3の分離回収を達成する。
In addition, in order to complete the drilling of the desired hard hole 5 and separate and recover the drilling tube 3, the spindle 1 is raised and the split hole located second from the top is removed, as shown in FIG. The through hole 10 of the hole pipe 6 is positioned above the ground, and a reaction bar 13 made of round steel bar is inserted into the guide tube 11, and one end of the reaction bar 13 is brought into contact with the base 14 of the hard hole drilling machine B. let After that, the spindle 1 is rotated in the direction opposite to the direction of the female thread 8 and male thread 9 of the divided hole-drilled pipe 6 (normally, the female thread 8 and male thread 9 are right-handed, so the rotation is counterclockwise, but for small diameter pipes (In most cases, the threads are left-handed, so in this case, the rotation is clockwise.) Turn the screw slightly at low speed to loosen the threaded connection, and then connect the upper and lower split hole pipes 6, 6'. Without unscrewing, the reaction bar 13 is removed and the spindle 1 is raised to its highest limit as shown in FIG. Once this is done, the drill tube 3 is held by the drill tube holding device 12 installed as described above, the chuck 2 is opened, and the uppermost divided drill tube 6 is screwed off by hand. Next, as shown in FIG. 10, the spindle 1 is lowered to the lowest limit again, and the divided drilling tube 6 located at the top is chucked with the chuck 2, and at the same time, the drilling tube holding device 12 is released. Make sure that the through hole 10 of the second divided drilling pipe 6 is located above the ground, insert the reaction bar 13 into the guide tube 11 again, and unscrew the uppermost divided drilling pipe 6 through the above-mentioned procedure. By repeating these operations, separation and recovery of the borehole tube 3 is achieved.

なお、図中、15,15′はスピンドル1の昇
降用シリンダ、16は地盤削孔時に最上部の分割
削孔管6の上端に冠着されるベントナイト泥水供
給用ホース17及び冷却エアー用ホース18の取
付用スイベル装置である。
In the figure, 15 and 15' are cylinders for raising and lowering the spindle 1, and 16 is a bentonite slurry water supply hose 17 and a cooling air hose 18 that are attached to the upper end of the uppermost divided drilling pipe 6 during ground drilling. This is a swivel device for mounting.

以上要するに、この考案に係る地盤削孔機械の
スクリユー・マウント式分割削孔管は、軸心方向
に軸心に対して横断する適数の反力バー挿入用貫
通孔を形成したものであるから、前記反力バー挿
入用貫通孔に別途用意した反力バーを挿入して実
施例で述べた要領にて反力バーを操作して簡単に
螺脱分離することができる。また、硬質地盤での
削孔にあつて各分割削孔管同士の結合力が極度に
高められた場合であつても、機械力の利用によつ
て簡単に螺脱分離できると同時にチエーン・トン
グなどのように破損することもないので安全な作
業となる。加えて、従来の工具を使用して螺脱分
離をするものに比し、作業労力の軽減及び時間短
縮を図ることができると共に、削孔径に応じた工
具を必要とする従来のものと異なり、相当の範囲
にある削孔径のものでも1本の反力バーを共通使
用することができ、補助具管理を楽に行なうこと
ができるなど多くの工業上の実益を有す。
In summary, the screw-mount type segmented drilling pipe of the ground drilling machine according to this invention has an appropriate number of reaction bar insertion through-holes formed in the axial direction and transverse to the axial center. By inserting a separately prepared reaction force bar into the reaction force bar insertion through hole and operating the reaction force bar in the manner described in the embodiment, the screws can be easily removed and separated. In addition, even when the bonding strength between each segmented drilling pipe is extremely high when drilling in hard ground, the screws can be easily separated by using mechanical force, and at the same time, the chain tongs can be easily separated. This is a safe operation as there is no risk of damage as in the case of other methods. In addition, compared to using conventional tools to remove screws, it is possible to reduce labor and time, and unlike conventional methods, which require tools according to the hole diameter, It has many practical industrial benefits, such as the ability to use one reaction force bar in common even for hole diameters within a considerable range, making it easier to manage auxiliary tools.

第11図〜第16図は夫々分割削孔管6,6′
に設ける貫通孔10部分の変形例を示し、第11
図及び第12図に示すものは案内筒11a,11
bを貫通孔10に嵌入後、止輪19、ねじ20で
固定するようにしたもの、また、第13図及び第
15図に示すものは、案内筒が貫通孔に固定装着
されていると削孔管機能に支障を来すような場合
に用いる構造としたもので、削孔作業を要しない
時は貫通孔10に、止輪21、ねじ22で固定す
るプラグ23,24を内装しておき、削孔作業を
行なう際にこのプラグ23,24を外して、第1
3図のものでは第14図の如く、また、第15図
のものでは第16図の如くして案内筒11c,1
1dを装着するようにしたものである。
Figures 11 to 16 show divided borehole pipes 6 and 6', respectively.
A modified example of the through hole 10 portion provided in the 11th
What is shown in the figure and FIG. 12 is the guide tube 11a, 11.
b is fitted into the through hole 10 and then fixed with a retaining ring 19 and a screw 20, and those shown in FIGS. This structure is used when the hole pipe function is hindered, and when drilling work is not required, plugs 23 and 24 fixed with a retaining ring 21 and screws 22 are installed inside the through hole 10. , when performing drilling work, remove these plugs 23 and 24, and
The guide tubes 11c and 1 are installed as shown in FIG. 14 in the case of FIG. 3, and as shown in FIG. 16 in the case of FIG.
1d.

なお、この考案は堅孔削孔機械におけるスクリ
ユー・マウント式分割削孔管を例に採つて説明し
たが、横孔又は斜孔削孔機械におけるスクリユ
ー・マウント式分割削孔管であつても、或は分割
形のアース・オーガにも適用可能である。また、
貫通孔は案内筒を設けず、そのままの状態のもの
でもよいし、その設置場所及び設置数も適宜変更
可能であり、その他実用新案登録請求の範囲に記
載の技術思想を逸脱しない範囲内において種々設
計的変更可能である。
Although this invention has been explained using the example of a screw-mount type split-hole tube for a hard-hole drilling machine, it can also be applied to a screw-mount type split-hole tube for a horizontal or oblique hole-drilling machine. Alternatively, it is also applicable to a split type earth auger. Also,
The through hole may be left as it is without a guide tube, the installation location and number of installation holes may be changed as appropriate, and various other changes may be made without departing from the technical idea stated in the claims for utility model registration. Design changes are possible.

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

第1図〜第3図及び第5図は夫々分割削孔管の
連結方式を説明する一部切欠正面図、第4図は第
3図における要部横断平面図、第6図はこの考案
の実施例の分割削孔管を用いている地盤の堅孔機
械を示す正面図、第7図は同分割削孔管の一部切
欠側面図、第8図〜第10図は夫々同分割削孔管
の螺脱方法を説明する側面図、第11図〜第16
図は夫々同分割削孔管に設ける貫通孔の変形例を
示す一部切欠側面図である。 6,6′……分割削孔管、10……貫通孔、1
1〜11d……案内筒、13……反力バー。
Figures 1 to 3 and Figure 5 are partially cutaway front views illustrating the connection method of split borehole pipes, Figure 4 is a cross-sectional plan view of the main part in Figure 3, and Figure 6 is a cross-sectional plan view of the main part of Figure 3. A front view showing a ground drilling machine using the split drilling pipe of the example, Fig. 7 is a partially cutaway side view of the split drilling pipe, and Figs. 8 to 10 show the same split drilling machine, respectively. Side views illustrating the method of unscrewing the pipe, Figures 11 to 16
Each figure is a partially cutaway side view showing a modified example of the through hole provided in the same divided drilled pipe. 6, 6'...Divided drilled pipe, 10...Through hole, 1
1 to 11d...Guide tube, 13...Reaction force bar.

Claims (1)

【実用新案登録請求の範囲】 (1) 軸心方向に軸心に対して横断する適数の反力
バー挿入用貫通孔を形成したことを特徴とする
地盤削孔機械のスクリユー・マウント式分割削
孔管。 (2) 反力バー挿入用貫通孔には案内筒が設置され
ている実用新案登録請求の範囲第1項記載の地
盤削孔機械のスクリユー・マウント式分割削孔
管。 (3) 案内筒は取り外し自在のものである実用新案
登録請求の範囲第2項記載の地盤削孔機械のス
クリユー・マウント式分割削孔管。
[Claims for Utility Model Registration] (1) Screw-mount type division of a ground drilling machine characterized by forming an appropriate number of reaction bar insertion through-holes extending in the axial direction and transverse to the axial center. Drill pipe. (2) The screw-mount type split drilling pipe for a ground drilling machine according to claim 1 of the utility model registration claim, wherein a guide tube is installed in the reaction bar insertion through hole. (3) The screw-mounted split drilling pipe for a ground drilling machine according to claim 2 of the utility model registration claim, wherein the guide pipe is removable.
JP18316081U 1981-12-09 1981-12-09 Screw-mount type split drilling pipe for ground drilling machine Granted JPS5890290U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18316081U JPS5890290U (en) 1981-12-09 1981-12-09 Screw-mount type split drilling pipe for ground drilling machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18316081U JPS5890290U (en) 1981-12-09 1981-12-09 Screw-mount type split drilling pipe for ground drilling machine

Publications (2)

Publication Number Publication Date
JPS5890290U JPS5890290U (en) 1983-06-18
JPS6223910Y2 true JPS6223910Y2 (en) 1987-06-18

Family

ID=29982173

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18316081U Granted JPS5890290U (en) 1981-12-09 1981-12-09 Screw-mount type split drilling pipe for ground drilling machine

Country Status (1)

Country Link
JP (1) JPS5890290U (en)

Also Published As

Publication number Publication date
JPS5890290U (en) 1983-06-18

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