JP3169536B2 - Hole bending correction method in double tube rod drilling and double tube rod therefor - Google Patents

Hole bending correction method in double tube rod drilling and double tube rod therefor

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Publication number
JP3169536B2
JP3169536B2 JP21870895A JP21870895A JP3169536B2 JP 3169536 B2 JP3169536 B2 JP 3169536B2 JP 21870895 A JP21870895 A JP 21870895A JP 21870895 A JP21870895 A JP 21870895A JP 3169536 B2 JP3169536 B2 JP 3169536B2
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JP
Japan
Prior art keywords
tube
hole
drilling
rod
convex portion
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 - Fee Related
Application number
JP21870895A
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Japanese (ja)
Other versions
JPH0960464A (en
Inventor
俊吉 千北
Original Assignee
ライト工業株式会社
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Filing date
Publication date
Application filed by ライト工業株式会社 filed Critical ライト工業株式会社
Priority to JP21870895A priority Critical patent/JP3169536B2/en
Publication of JPH0960464A publication Critical patent/JPH0960464A/en
Application granted granted Critical
Publication of JP3169536B2 publication Critical patent/JP3169536B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、特に孔曲がり修正
用治具や装置を用いることなく、二重管ロッドにより削
孔を行いながら、簡単かつ迅速に削孔途中で削孔方向の
変更を行い得るようにした二重管ロッド削孔における孔
曲がり修正方法およびそのための二重管ロッドに関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for easily and quickly changing a drilling direction in the middle of drilling while drilling with a double pipe rod without using a jig or a device for correcting hole bending. The present invention relates to a method for correcting a hole bend in a double tube rod drilling and a double tube rod therefor.

【0002】[0002]

【従来の技術】斜面安定のためのアンカー工事や地盤改
良工事などにおいては、単管ロッドや二重管ロッドなど
の穿孔管を順次、継ぎ足しながら所定深さまでの削孔が
行われる。特に、二重管ロッドによる削孔の場合には、
内管と外管とを相反する方向にそれぞれ回転させること
により、回転トルクを相殺することができるとともに、
ロッド自体の全体剛性が高まることから削孔精度が良い
などの理由により多用されている。
2. Description of the Related Art In anchor work or ground improvement work for slope stabilization, drilling to a predetermined depth is performed while sequentially adding perforated pipes such as a single pipe rod and a double pipe rod. In particular, in the case of drilling with a double pipe rod,
By rotating the inner pipe and the outer pipe in opposite directions, the rotational torque can be offset,
The rod is often used because the overall rigidity of the rod itself is increased and the drilling accuracy is good.

【0003】前記二重管ロッドによる削孔は、外管内に
内管を挿通した二重管の状態で、ロータリーパーカッシ
ョン削孔方式で内返し削孔により行われるが、やはり地
質の違いによる地盤抵抗の偏りや削孔機自体の特性等に
より、孔曲がりが生じることがある。
[0003] The drilling by the double pipe rod is performed by internal drilling by a rotary percussion drilling method in a state of a double pipe in which an inner pipe is inserted into an outer pipe. The hole may be bent due to the deviation of the hole and the characteristics of the drilling machine itself.

【0004】従来より、孔曲がりが生じた際の修正方法
としては、比較的多くの提案が成されている。たとえ
ば、特公平2−33830号公報においては、孔曲がり
が生じたとき、方向修正ガイドを削孔軸の外方に装入
し、その方向修正ガイドの内面に設けたテーパ部を利用
して削孔管軸を反対方向に向けながら、削孔軸を前進さ
せ孔曲がりを修正する方法が開示されている。
Heretofore, relatively many proposals have been made as a method of correcting the occurrence of the bending of the hole. For example, in Japanese Patent Publication No. 2-33830, when a hole is bent, a direction correcting guide is inserted outside a drilling shaft, and the direction correcting guide is cut using a tapered portion provided on an inner surface of the direction correcting guide. A method of correcting a hole bending by advancing a drilling shaft while turning a bore tube axis in an opposite direction is disclosed.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、前記し
た従来法の場合には、たとえば発生した孔曲がりをロッ
ドに内設した傾斜計により、または特開平5−3215
68号公報に示されるような磁場を利用した検出方法、
具体的には削孔ドリルを電磁波発生源として使用する一
方、削孔済み孔に内設した指向性電磁波受信素子の指向
特性を利用して、削孔中の孔曲がりを検出する方法等に
より孔曲がりが計測されたならば、方向修正用治具を装
入したり、または方向修正用ガイドの入替えにより対処
するものである。したがって、一旦削孔作業を中断し、
前記方向修正用ガイドの装入/変更に手間と時間を掛け
ながら削孔を進める必要があるため、結果的に削孔効率
の低下を招くなどの問題があった。
However, in the case of the above-mentioned conventional method, for example, the bending of the generated hole is measured by an inclinometer provided in the rod or in Japanese Patent Application Laid-Open No. Hei 5-3215.
No. 68, a detection method using a magnetic field,
Specifically, while using a drill as an electromagnetic wave source, the hole is drilled by a method such as detecting the bending of the hole during drilling using the directional characteristics of the directional electromagnetic wave receiving element installed inside the drilled hole. If the bend is measured, the direction is corrected by inserting a direction correcting jig or replacing a direction correcting guide. Therefore, once the drilling work is interrupted,
Since it is necessary to advance drilling while taking time and effort to insert / change the direction correcting guide, there is a problem that the drilling efficiency is reduced as a result.

【0006】また、ロッド削孔における孔曲がりは、ロ
ッド先端部で発生するものである。仮に、削孔深度が浅
い場合には、地上側において前記方向修正用ガイドを装
入することにより、比較的簡単に削孔軸芯の傾斜を修正
することが可能であるが、削孔深度が深い場合には、地
上部分においてロッドに対し傾斜修正方向の力を加えた
としても、ロッド自体に撓みが生じることやロッド周囲
が地盤により拘束されていることにより、ロッド先端部
で生じた孔曲がりを修正することは容易ではない。
[0006] In addition, the bending in the rod drilling occurs at the rod tip. If the drilling depth is shallow, the inclination of the drilling axis can be corrected relatively easily by installing the direction correcting guide on the ground side, but the drilling depth is reduced. If the rod is deep, even if a force in the inclination correction direction is applied to the rod on the ground, the rod itself bends and the hole around the rod is constrained by the ground, causing the hole to bend at the rod tip. It is not easy to fix.

【0007】そこで本発明の主たる課題は、削孔中に孔
曲がりが検知された場合、孔曲がり修正用治具や装置を
用いることなく、二重管ロッドによる削孔を行いなが
ら、発生した孔曲がりを速やかにかつ効果的に修正し得
る二重管ロッド削孔における孔曲がり修正方法およびそ
のための二重管ロッドを提供することにある。
Accordingly, a main problem of the present invention is that, when a bend is detected during drilling, the hole generated while drilling with a double pipe rod is used without using a jig or device for correcting the bend. It is an object of the present invention to provide a method for correcting a hole bend in a double tube rod drilling capable of correcting a bend quickly and effectively, and a double tube rod therefor.

【0008】[0008]

【課題を解決するための手段】前記課題を解決するため
に本発明は、外管の先端側において、外管の内面に、管
長手方向の異なる位置であってかつ対面するそれぞれの
側に上段側凸部および下段側凸部を形成し、内管の先端
側において、内管の外面に、前記上段側凸部対応位置の
上側領域および前記下段側凸部対応位置の上側領域に実
質的に管外径を大きくした増径部を形成し、相対的に内
管を前進させると前記外管の上段側凸部および下段側凸
部と、前記内管増径部との接触により、ロッド先端部分
において内管軸心が前記外管軸心に対して傾斜するよう
に二重管ロッドを構成し、前記二重管ロッドによる削孔
中に孔曲がりが生じたならば、前記外管を停止した状態
で、内管のみを現削孔先端位置より穿進させ未削孔領域
に孔曲がり修正方向に向けた孔曲がり修正ガイド孔を形
成することを特徴とするものである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention is directed to a method of manufacturing a semiconductor device, comprising the steps of: providing an upper tube on the inner surface of the outer tube at different positions in the longitudinal direction of the tube and facing each other; Forming a side convex portion and a lower convex portion, on the distal end side of the inner tube, on the outer surface of the inner tube, substantially in an upper region corresponding to the upper convex portion and an upper region corresponding to the lower convex portion; Forming a diameter-increased portion with a larger tube outer diameter, and when the inner tube is advanced relatively, the upper and lower protrusions of the outer tube are brought into contact with the inner tube diameter-increased portion, so that the rod tip The double pipe rod is configured so that the inner pipe axis is inclined with respect to the outer pipe axis at the portion, and if the hole is bent during drilling by the double pipe rod, the outer pipe is stopped. Drilling the inner tube only from the current drilling tip position and correcting the hole bending in the undrilled area It is characterized in that to form the hole bending correction guide hole toward.

【0009】したがって、たとえば別途設けた傾斜計等
の孔曲がり検知手段により、孔曲がりが確認されたなら
ば、前記要領にて未削孔領域に孔曲がり修正ガイド孔を
形成した後、再び二重管ロッドによる削孔を行うと、外
管は前記孔曲がり修正ガイド孔に案内されながら、この
孔に沿って進むため、孔曲がりの生じた早い段階で該孔
曲がりを簡単かつ効果的に矯正することができる。その
結果、高い施工精度で削孔を行うことができる。
Therefore, for example, if hole bending is detected by a hole bending detecting means such as an inclinometer provided separately, a hole bending correction guide hole is formed in the uncut area in the manner described above, and then the double hole is formed again. When drilling with the pipe rod, the outer pipe advances along this hole while being guided by the hole bending correction guide hole, so that the hole bending can be easily and effectively corrected at an early stage when the hole bending occurs. be able to. As a result, drilling can be performed with high construction accuracy.

【0010】また、本発明の場合には、二重管ロッドの
先端部における方向制御により孔曲がりを直接的に修正
するものであるため、基本的に穿孔深度の浅い深いに拘
わらず、効果的に生じた孔曲がりを修正することが可能
となる。
Further, in the case of the present invention, since the bending of the hole is directly corrected by the directional control at the distal end portion of the double pipe rod, it is basically effective regardless of the shallow and deep drilling depth. Can be corrected.

【0011】[0011]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて詳述する。図1は本発明に係る二重管ロッド
の縦断面図である。二重管ロッドRは、外管1と内管2
とからなり、図示のように、外管1の内部に内管2を挿
通した状態で、たとえばロータリーパーカッション方式
により削孔水、掘削土砂等を内返ししながら削孔が行わ
れる。外管1と内管2との相対的位置関係は、内管2先
端を外管1先端の内方に位置させた状態で削孔を行う第
1の態様、内管2先端と外管1先端とをほぼ同一位置と
しながら削孔を行う第2の態様および内管2先端を外管
1先端の外方に突出させた状態で削孔を行う第3の態様
が考えられるが、本発明は上記3態様のいかなる穿孔態
様であっても適用が可能である。以下、前記第1の態様
の例により説明すると前記二重管ロッドRの外管1の先
端側において、外管1の内面に、管長手方向の異なる位
置であってかつ対面するそれぞれの側に上段側凸部10
および下段側凸部11が形成されている。前記上段側凸
部10および下段側凸部11は、共に断面形状が三角形
状とされ、図3の横断面図に示されるように、周方向に
沿って漸次突出高さdが減じられ対面側で突出高さが0
になるように連続的に形成されており、周方向の適所に
は切欠き10a、10a…が形成され、返り水の通水路
が確保されている。前記凸部10、11の断面形状とし
ては、前記三角形状に限らず種々の形状、たとえば台形
形状、弧面形状等適宜の形状とすることができる。ま
た、前記例のように突出高さdの大小の差はあれほぼ周
方向に連続的に形成する必要はなく、たとえば図5に示
されるように、部分的に上段および下段側の凸部12を
形成することでもよい。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a longitudinal sectional view of a double pipe rod according to the present invention. The double pipe rod R is composed of an outer pipe 1 and an inner pipe 2
As shown in the figure, drilling is performed while drilling water, excavated earth and sand, etc. are turned inside out by, for example, a rotary percussion method with the inner pipe 2 inserted through the outer pipe 1. The relative positional relationship between the outer tube 1 and the inner tube 2 is as follows: a first mode in which drilling is performed in a state where the tip of the inner tube 2 is located inside the tip of the outer tube 1; A second mode in which drilling is performed while keeping the tip at substantially the same position, and a third mode in which drilling is performed with the tip of the inner tube 2 protruding outward from the tip of the outer tube 1 can be considered. Is applicable to any of the above three perforation modes. In the following, an example of the first embodiment will be described. On the distal end side of the outer tube 1 of the double tube rod R, the inner surface of the outer tube 1 is located at a different position in the tube longitudinal direction and on each side facing each other. Upper side convex part 10
Further, a lower-side convex portion 11 is formed. Each of the upper-side convex portion 10 and the lower-side convex portion 11 has a triangular cross-sectional shape, and as shown in the transverse cross-sectional view of FIG. And the protrusion height is 0
Are formed continuously, and notches 10a, 10a,... Are formed at appropriate places in the circumferential direction, and a return water passage is secured. The cross-sectional shape of the convex portions 10 and 11 is not limited to the triangular shape, but may be various shapes such as a trapezoidal shape and an arcuate shape. It is not necessary to form the projecting height d substantially continuously in the circumferential direction, as in the above-described example, but, as shown in FIG. 5, for example, as shown in FIG. May be formed.

【0012】他方、内管2の先端側において、内管2の
外面に、前記上段側凸部10に対応する位置の上側領域
に実質的に管外径を大きくした上側増径部20と、前記
下段側凸部11に対応する位置の上側領域に実質的に管
外径を大きくした下側増径部21を形成している。前記
増径部20、21は、図2の横断面図に示されるよう
に、内管2の周方向に所定高さhの肉厚部を設けること
により形成されている。
On the other hand, on the distal end side of the inner tube 2, on the outer surface of the inner tube 2, an upper diameter increasing portion 20 having a tube outer diameter substantially increased in an upper region at a position corresponding to the upper-side convex portion 10; A lower diameter-increasing portion 21 having a substantially larger tube outer diameter is formed in an upper region at a position corresponding to the lower-stage convex portion 11. As shown in the cross-sectional view of FIG. 2, the diameter-increased portions 20 and 21 are formed by providing a thick portion having a predetermined height h in the circumferential direction of the inner tube 2.

【0013】前記増径部20、21は実質的に内管2の
外径を大きくできればよいため、図4に示されるよう
に、内管2の周方向に適宜の間隔でたとえば断面台形状
の突条22、22…を管軸方向に所定長さで設けること
により形成することもできる。なお、この場合には前記
台形状突条22、22の隙間が返り水の通水路となるた
め、外管1に形成された前記上側および下側凸部10、
11に通水路用切欠き10aを設ける必要はない。ま
た、前記内管2の内部には、ロッドRの孔曲がり状況を
検知するための傾斜計3が内設されている。
Since the diameter increasing portions 20 and 21 need only substantially increase the outer diameter of the inner tube 2, as shown in FIG. 4, for example, trapezoidal cross sections are formed at appropriate intervals in the circumferential direction of the inner tube 2. Can also be formed by providing the ridges 22, 22,... At a predetermined length in the pipe axis direction. In this case, since the gap between the trapezoidal ridges 22 and 22 serves as a return water passage, the upper and lower protrusions 10 formed on the outer pipe 1
It is not necessary to provide the cut-out 10a for the water passage in 11. Further, an inclinometer 3 for detecting the bent state of the hole of the rod R is provided inside the inner tube 2.

【0014】したがって、外管1を位置固定としたまま
相対的に内管2を前進させると、図6に示されるよう
に、前記外管1の上段側凸部10と内管2の上側増径部
20との接触、および外管1の下段側凸部11と内管2
の下側増径部21との接触により、すなわち上段側凸部
10先端のA部と下段側凸部11先端のB部において内
管2の位置が規制されることにより、内管軸心Li が前
記外管軸心LO に対して傾斜角αをもって傾斜するよう
になる。
Therefore, when the inner tube 2 is advanced relatively while the outer tube 1 is fixed in position, as shown in FIG. Contact with the diameter portion 20, and the lower convex portion 11 of the outer tube 1 and the inner tube 2
The position of the inner tube 2 is regulated by the contact with the lower diameter-increased portion 21, that is, by controlling the position of the inner tube 2 at the portion A at the tip of the upper convex portion 10 and at the portion B at the tip of the lower convex portion 11. i is inclined at an inclination angle α with respect to the outer tube axis L O.

【0015】前記二重管ロッドRを用いて穿孔を行うに
当たっては、前記傾斜計3により逐次孔曲がり状況を確
認しながら穿孔を行い、穿孔中にたとえば、図1におい
て図面右方側に傾斜する孔曲がりが生じたならば、先
ず、前記外管1の貫入および回転を停止させる。具体的
にはロッドRの穿進方向を図面左方側に方向修正しよう
とするものであるため、下段側凸部11を図面右側と
し、上段側凸部10を図面左方側とした状態で外管1を
停止させる。
In drilling using the double pipe rod R, drilling is performed while sequentially checking the bending state of the hole with the inclinometer 3, and during drilling, for example, the drill is inclined to the right side in the drawing in FIG. If the hole is bent, first, the penetration and rotation of the outer tube 1 are stopped. Specifically, since the penetration direction of the rod R is to be corrected to the left side in the drawing, the lower convex portion 11 is set to the right side in the drawing, and the upper convex portion 10 is set to the left side in the drawing. The outer tube 1 is stopped.

【0016】次いで、外管1を停止した状態で、内管2
のみを現削孔先端位置Cよりさらに深く穿進させる。内
管2は、前記したように、外管1の上段側凸部10およ
び下段側凸部11に対して、内管2に形成された増径部
20、21が乗り上げることにより、内管軸心Liが前
記外管軸心Loに対して傾斜角αをもって傾斜するた
め、図6に示されるように、未削孔領域に孔曲がり修正
方向(図面の左傾斜方向)に向けた孔曲がり修正ガイド
孔Fが形成される。次いで、内管2を前記前進状態のま
ま停止させ、外管1を図1に示される内管2との正規の
相対的位置まで穿進させ、ここから再び二重管ロッドに
よる削孔を行う。あるいは、一旦内管2を図1に示す元
位置の状態まで戻した後、再び二重管ロッドによる削孔
を行うことでもよい。外管1の先端前方に傾斜角α方向
の孔曲がり修正ガイド孔Fが存在すると、外管1は自然
にこの修正ガイド孔Fに沿って前進するため、生じた孔
曲がりが自動的に修正される。
Next, with the outer tube 1 stopped, the inner tube 2
Only the hole is made to penetrate deeper than the current hole tip position C. As described above, the inner tube 2 is configured such that the diameter-increased portions 20 and 21 formed on the inner tube 2 ride on the upper-stage protrusion 10 and the lower-stage protrusion 11 of the outer tube 1, thereby forming the inner tube shaft. Since the core Li is inclined at an inclination angle α with respect to the outer tube axis Lo, as shown in FIG. 6, the hole bend is corrected in the unbent area in the hole bend correction direction (left tilt direction in the drawing). A guide hole F is formed. Next, the inner tube 2 is stopped in the forward state, and the outer tube 1 is pierced to a proper relative position with respect to the inner tube 2 shown in FIG. . Alternatively, after the inner pipe 2 is once returned to the original position shown in FIG. 1, drilling with the double pipe rod may be performed again. When the hole bending correction guide hole F in the direction of the inclination angle α exists in front of the tip of the outer tube 1, the outer tube 1 naturally advances along the correction guide hole F, and the generated hole bending is automatically corrected. You.

【0017】かかる孔曲がり修正を随時行いながら削孔
を行うことにより、高い施工精度で削孔穴を形成するこ
とができる。
By drilling while performing such hole bending correction as needed, a drilled hole can be formed with high construction accuracy.

【0018】なお、仮に図1において図面左方側に傾斜
する孔曲がりが生じた場合には、図6において、下段側
凸部11を図面左側に位置するように外管1を停止さ
せ、その後は同様に、内管2を穿進させて孔曲がり修正
ガイド孔Fを形成する。
If the hole bends to the left in the drawing in FIG. 1, the outer tube 1 is stopped so that the lower convex portion 11 is located on the left side in FIG. Similarly, the inner tube 2 is pierced to form the hole bending correction guide hole F.

【0019】また、内管2先端を外管1先端の外方に突
出させた状態で削孔を行う第3の態様の場合には現削孔
位置が内管先端位置となるが、この場合も同様に現削孔
先端位置よりさらに内管2を前進させて孔曲がり修正ガ
イド孔Fを未削孔領域に形成して方向修正しながら削孔
を行う。
In the case of the third mode in which drilling is performed with the tip of the inner tube 2 protruding outward from the tip of the outer tube 1, the current drilling hole position is the tip position of the inner tube. Similarly, drilling is performed while the inner pipe 2 is further advanced from the current drilling tip position to form a hole bending correction guide hole F in an undrilled region and correct the direction.

【0020】[0020]

【発明の効果】以上詳説のとおり、本発明によれば、何
ら特別の孔曲がり修正用治具や装置を用いることなく、
二重管ロッドによる削孔を行いながら、発生した孔曲が
りを速やかにかつ効果的に修正することが可能となる。
As described in detail above, according to the present invention, without using any special hole bending correction jig or device,
It is possible to quickly and effectively correct the generated hole bending while drilling with the double pipe rod.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る二重管ロッドの一部破断断面図で
ある。
FIG. 1 is a partially cutaway sectional view of a double pipe rod according to the present invention.

【図2】図1のII−II線矢視図である。FIG. 2 is a view taken along the line II-II in FIG.

【図3】図1のIII −III 線矢視図である。FIG. 3 is a view taken along line III-III in FIG. 1;

【図4】内管増径部形状の他例を示す横断面図である。FIG. 4 is a cross-sectional view showing another example of the shape of the inner tube diameter increasing portion.

【図5】外管凸部形状の他例を示す横断面図である。FIG. 5 is a cross-sectional view showing another example of the shape of the outer tube convex portion.

【図6】孔曲がり修正手順の説明図である。FIG. 6 is an explanatory diagram of a hole bending correction procedure.

【符号の説明】[Explanation of symbols]

1…外管、2…内管、3…傾斜計、10…上段側凸部、
11…下段側凸部、20…上側増径部、21…下側増径
部、F…孔曲がり修正ガイド孔、R…二重管ロッド
DESCRIPTION OF SYMBOLS 1 ... Outer pipe, 2 ... Inner pipe, 3 ... Inclinometer, 10 ... Upper convex part,
11: Lower-side convex portion, 20: Upper-side increased diameter portion, 21: Lower-side increased diameter portion, F: Hole bending correction guide hole, R: Double pipe rod

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E21B 7/10 E21B 7/20 E21B 17/10 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 7 , DB name) E21B 7/10 E21B 7/20 E21B 17/10

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】外管の先端側において、外管の内面に、管
長手方向の異なる位置であってかつ対面するそれぞれの
側に上段側凸部および下段側凸部を形成し、内管の先端
側において、内管の外面に、前記上段側凸部対応位置の
上側領域および前記下段側凸部対応位置の上側領域に実
質的に管外径を大きくした増径部を形成し、 相対的に内管を前進させると前記外管の上段側凸部およ
び下段側凸部と、前記内管増径部との接触により、ロッ
ド先端部分において内管軸心が前記外管軸心に対して傾
斜するように二重管ロッドを構成し、 前記二重管ロッドによる削孔中に孔曲がりが生じたなら
ば、 前記外管を停止した状態で、内管のみを現削孔先端位置
より穿進させ未削孔領域に孔曲がり修正方向に向けた孔
曲がり修正ガイド孔を形成することを特徴とする二重管
ロッド削孔における孔曲がり修正方法。
At the distal end of the outer tube, an upper convex portion and a lower convex portion are formed on the inner surface of the outer tube at different positions in the longitudinal direction of the tube and on opposite sides thereof. On the distal end side, on the outer surface of the inner tube, a diameter-increasing portion having a substantially larger tube outer diameter is formed in an upper region corresponding to the upper-stage convex portion corresponding position and an upper region corresponding to the lower-stage convex portion corresponding position. When the inner tube is advanced, the inner tube axis at the rod tip portion with respect to the outer tube axis at the rod tip portion by contact between the upper and lower convex portions of the outer tube and the inner tube diameter increasing portion. The double pipe rod is configured so as to be inclined, and if hole bending occurs during drilling with the double pipe rod, only the inner pipe is drilled from the current drilling tip position with the outer pipe stopped. And forming a hole bending correction guide hole toward the hole bending correction direction in the undrilled area. Hole bending correction method in the double pipe rod drilling to.
【請求項2】前記孔曲がり修正ガイド孔を形成した後、
一旦内管を元位置に戻し、引き続き前記二重管ロッドに
よる削孔を行う請求項1記載の二重管ロッド削孔におけ
る孔曲がり修正方法。
2. After forming the hole bending correction guide hole,
2. The method according to claim 1, wherein the inner pipe is once returned to its original position, and then the hole is formed by the double pipe rod.
【請求項3】外管の先端側において、外管の内面に、管
長手方向の異なる位置であってかつ対面するそれぞれの
側に上段側凸部および下段側凸部を形成し、 内管の先端側において、内管の外面に、前記上段側凸部
対応位置の上側領域および前記下段側凸部対応位置の上
側領域に実質的に管外径を大きくした増径部を形成し、 相対的に内管を前進させると前記外管の上段側凸部およ
び下段側凸部と、前記内管増径部との接触により、ロッ
ド先端部分において内管軸心が前記外管軸心に対して傾
斜するようにしたことを特徴とする二重管ロッド。
3. An inner tube of an outer tube having an upper convex portion and a lower convex portion formed on the inner surface of the outer tube at different positions in the longitudinal direction of the outer tube and on opposite sides of the outer tube. On the distal end side, on the outer surface of the inner tube, a diameter-increasing portion having a substantially larger tube outer diameter is formed in an upper region corresponding to the upper-stage convex portion corresponding position and an upper region corresponding to the lower-stage convex portion corresponding position. When the inner tube is advanced, the inner tube axis at the rod tip portion with respect to the outer tube axis at the rod tip portion by contact between the upper and lower convex portions of the outer tube and the inner tube diameter increasing portion. A double tube rod characterized by being inclined.
JP21870895A 1995-08-28 1995-08-28 Hole bending correction method in double tube rod drilling and double tube rod therefor Expired - Fee Related JP3169536B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21870895A JP3169536B2 (en) 1995-08-28 1995-08-28 Hole bending correction method in double tube rod drilling and double tube rod therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21870895A JP3169536B2 (en) 1995-08-28 1995-08-28 Hole bending correction method in double tube rod drilling and double tube rod therefor

Publications (2)

Publication Number Publication Date
JPH0960464A JPH0960464A (en) 1997-03-04
JP3169536B2 true JP3169536B2 (en) 2001-05-28

Family

ID=16724189

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21870895A Expired - Fee Related JP3169536B2 (en) 1995-08-28 1995-08-28 Hole bending correction method in double tube rod drilling and double tube rod therefor

Country Status (1)

Country Link
JP (1) JP3169536B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001032662A (en) * 1999-07-21 2001-02-06 Asahi Kiso Kk Earth auger

Also Published As

Publication number Publication date
JPH0960464A (en) 1997-03-04

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