JPH0960464A - Hole bend correcting method in double pipe drilling and double pipe rod for it - Google Patents
Hole bend correcting method in double pipe drilling and double pipe rod for itInfo
- Publication number
- JPH0960464A JPH0960464A JP21870895A JP21870895A JPH0960464A JP H0960464 A JPH0960464 A JP H0960464A JP 21870895 A JP21870895 A JP 21870895A JP 21870895 A JP21870895 A JP 21870895A JP H0960464 A JPH0960464 A JP H0960464A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- hole
- convex portion
- drilling
- rod
- 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.)
- Granted
Links
Landscapes
- Earth Drilling (AREA)
Abstract
Description
【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 makes it possible to easily and quickly change the drilling direction during drilling while performing drilling with a double pipe rod without using a jig or device for correcting hole bending. TECHNICAL FIELD The present invention relates to a method for correcting hole bending in 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 anchoring work for stabilizing slopes and ground improvement work, drilling pipes such as single pipe rods and double pipe rods are successively added while drilling to a predetermined depth. Especially when drilling with a double pipe rod,
By rotating the inner tube and the outer tube in opposite directions, respectively, the rotational torque can be offset, and
It is often used for reasons such as good drilling accuracy because the overall rigidity of the rod itself increases.
【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。The hole drilling by the double tube rod is carried out by the inner perforating method by the rotary percussion drilling method in the state of the double tube in which the inner tube is inserted into the outer tube. Bending may occur due to the unevenness of the holes and the characteristics of the hole 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。Conventionally, a relatively large number of proposals have been made as correction methods when hole bending occurs. For example, in Japanese Patent Publication No. 2-38303, when a hole is bent, a direction correction guide is inserted outside the drilling shaft and a taper portion provided on the inner surface of the direction correction guide is used for cutting. A method for advancing the drilling shaft and correcting the hole bending while directing the hole pipe axis in the 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, an inclinometer in which the generated hole bending is provided in the rod is used, or JP-A-5-3215.
68, a detection method using a magnetic field,
Specifically, while using a drilling drill as an electromagnetic wave generation source, by utilizing the directional characteristics of the directional electromagnetic wave receiving element installed in the drilled hole, the method of detecting hole bending during drilling etc. If the bend is measured, a direction correction jig is inserted or the direction correction guide is replaced. Therefore, stop the drilling work once,
Since it is necessary to proceed with the drilling while taking time and effort to load / 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。Further, the hole bending in the rod drilling occurs at the tip of the rod.
【0007】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。If the drilling depth is shallow, it is possible to relatively easily correct the inclination of the drilling axis by inserting the direction correcting guide on the ground side. When the hole depth is deep, even if a force is applied to the rod in the direction of inclination correction on the ground, the rod itself will bend and the periphery of the rod will be constrained by the ground, which will cause it at the tip of the rod. Correcting hole bends is not easy.
【0008】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。Therefore, the main problem of the present invention is that when a hole bend is detected during drilling, a hole generated by the double pipe rod is drilled without using a jig or device for correcting the hole bend. It is an object of the present invention to provide a method for correcting a hole bend in a double pipe rod drilling capable of correcting a bend promptly and effectively, and a double pipe rod therefor.
【0009】[0009]
【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、外管内に内管を挿通した二重管ロッドによ
る削孔中に孔曲がりが生じたならば、外管を停止した状
態で、内管のみを現削孔先端位置より孔曲がり修正方向
に向けて穿進させ未削孔領域に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。In order to solve the above-mentioned problems, the present invention stops the outer pipe if a hole bending occurs during drilling by a double pipe rod in which the inner pipe is inserted into the outer pipe. In this state, only the inner pipe is advanced in the hole bending correction direction from the current drilled hole tip position to form the hole bending correction guide hole in the undrilled area.
【0010】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, if hole bending is detected by a hole bending detecting means such as a separately provided inclinometer, a hole bending correction guide hole is formed in the undrilled area as described above, and then doubled again. When drilling with a tube rod, the outer tube is guided along the hole bending correction guide hole and advances along this hole, so that the hole bending can be corrected easily and effectively at an early stage when the hole bending occurs. be able to. As a result, drilling can be performed with high construction accuracy.
【0011】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 hole bending is directly corrected by controlling the direction at the tip of the double pipe rod, it is basically effective regardless of whether the depth of the hole is shallow or deep. It is possible to correct the hole bending that has occurred in the.
【0012】前記内管を孔曲がり修正方向に穿進させる
ための機構としては、種々の形態が考えられるが、その
好適な例としては、たとえば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することができ
る。Various forms are conceivable as a mechanism for piercing the inner pipe in the direction of correcting the bending of the hole, and a suitable example thereof is, for example, on the inner surface of the outer pipe on the tip side of the outer pipe. At the different positions in the longitudinal direction of the pipe and forming the upper-side convex portion and the lower-side convex portion on each side facing each other, at the tip side of the inner pipe, on the outer surface of the inner pipe, the upper-side convex portion corresponding position When a diameter-increasing portion having a substantially larger pipe outer diameter is formed in the upper region and the upper region corresponding to the lower convex portion, and the inner pipe is relatively advanced, the upper convex portion and the lower convex portion of the outer pipe are formed. By the contact between the convex portion and the increased diameter portion of the inner pipe,
The double tube rod can be configured such that the inner tube axis is inclined with respect to the outer tube axis at the rod tip portion.
【0013】[0013]
【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h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。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described in detail below with reference to the drawings. FIG. 1 is a vertical sectional view of a double tube rod according to the present invention. The double pipe rod R includes an outer pipe 1 and an inner pipe 2.
As shown in the drawing, in the state where the inner pipe 2 is inserted into the outer pipe 1, as shown in the figure, the drilling is performed by turning the drilling water, the excavated earth and sand, etc. inward by the rotary percussion method. The relative positional relationship between the outer pipe 1 and the inner pipe 2 is the first mode in which the inner pipe 2 tip is located inside the outer pipe 1 tip, and the inner pipe 2 is drilled in the first mode. The second mode in which the drilling is performed while keeping the tip substantially at the same position and the third mode in which the drilling is performed with the tip of the inner tube 2 protruding outward of the tip of the outer tube 1 are conceivable. Can be applied to any of the above three perforations. Explaining below by the example of the first aspect, on the tip side of the outer tube 1 of the double tube rod R, on the inner surface of the outer tube 1, on the respective sides facing different positions in the tube longitudinal direction. Upper side convex portion 10
And the lower stage side convex part 11 is formed. The upper-side convex portion 10 and the lower-side convex portion 11 both have a triangular cross-sectional shape, and as shown in the transverse cross-sectional view of FIG. 3, the projecting height d is gradually reduced along the circumferential direction to face the facing side. And the protruding height is 0
Are continuously formed so that 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 various shapes such as a trapezoidal shape and an arc surface shape can be used. Further, unlike the above-described example, it is not necessary to form the protrusion height h continuously in the circumferential direction regardless of the difference in size. For example, as shown in FIG. 5, the protrusions 12 on the upper and lower sides are partially formed. May be formed.
【0014】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 pipe 2, on the outer surface of the inner pipe 2, an upper diameter increasing portion 20 having a substantially large pipe outer diameter in an upper region of a position corresponding to the upper step side convex portion 10, A lower diameter increasing portion 21 having a substantially larger pipe outer diameter is formed in an upper region corresponding to the lower convex portion 11. As shown in the cross-sectional view of FIG. 2, the increased diameter portions 20 and 21 are formed by providing a thick portion having a predetermined height h in the circumferential direction of the inner pipe 2.
【0015】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 it is sufficient for the diameter-increasing portions 20 and 21 to substantially increase the outer diameter of the inner pipe 2, as shown in FIG. 4, the inner pipe 2 has a trapezoidal cross section at appropriate intervals in the circumferential direction. It can also be formed by providing the ridges 22, 22, ... With a predetermined length in the tube axis direction. In this case, since the gap between the trapezoidal protrusions 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 cutout 10a for the water passage at 11. Further, an inclinometer 3 for detecting a bent state of the rod R is provided inside the inner tube 2.
【0016】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 relatively advanced while the outer tube 1 is fixed in position, as shown in FIG. 6, the upper convex portion 10 of the outer tube 1 and the upper part of the inner tube 2 are increased. Contact with the diametrical portion 20, and the lower convex portion 11 of the outer tube 1 and the inner tube 2
The inner pipe axis L is regulated by the contact with the lower diameter increasing portion 21, that is, the position of the inner pipe 2 is regulated at the A portion at the tip of the upper convex portion 10 and the B portion at the tip of the lower convex portion 11. i is such that inclined at an inclination angle α with respect to the outer tube axis L O.
【0017】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。When performing the perforation using the double pipe rod R, the perforation is performed while successively confirming the hole bending state by the inclinometer 3, and during the perforation, for example, inclining to the right side in the drawing in FIG. If hole bending occurs, first, the penetration and rotation of the outer tube 1 are stopped. Specifically, since the direction in which the rod R is advanced is to be corrected to the left side of the drawing, the lower convex portion 11 is on the right side of the drawing, and the upper convex portion 10 is on the left side of the drawing. The outer tube 1 is stopped.
【0018】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lが前記
外管軸心L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 tip of the actual hole is pierced deeper than the position C. As described above, the inner pipe 2 is configured such that the increased diameter portions 20 and 21 formed on the inner pipe 2 ride on the upper-side convex portion 10 and the lower-side convex portion 11 of the outer pipe 1 to form an inner pipe shaft. Since the core l is inclined with the inclination angle α with respect to the outer tube axis L, as shown in FIG. 6, the hole bending correction in the undrilled area is performed in the hole bending correction direction (left tilt direction in the drawing). Guide hole F
Is formed. Then, the inner pipe 2 is stopped in the advanced state, the outer pipe 1 is advanced to a regular position relative to the inner pipe 2 shown in FIG. 1, and the double pipe rod is used for drilling again. . Alternatively, the inner pipe 2 may be temporarily returned to the original position shown in FIG. 1, and then the double pipe rod may be drilled again. When the hole bending correction guide hole F in the direction of the inclination angle α is present in front of the tip of the outer tube 1, the outer tube 1 naturally advances along the correction guide hole F, so that the generated hole bending is automatically corrected. It
【0019】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 carrying out the drilling while performing such hole bending correction as needed, the drilled hole can be formed with high construction accuracy.
【0020】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 there is a hole bending inclined to the left side of the drawing in FIG. 1, the outer tube 1 is stopped so that the lower-stage convex portion 11 is located on the left side of the drawing in FIG. Similarly, the inner tube 2 is pierced to form the hole bending correction guide hole F.
【0021】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。Further, in the case of the third mode in which the drilling is performed with the tip of the inner pipe 2 protruding outward of the tip of the outer pipe 1, the current drilled hole position is the inner pipe tip position. Similarly, the inner pipe 2 is further advanced from the current drilling hole tip end position to form the hole bending correction guide hole F in the undrilled region, and the drilling is performed while correcting the direction.
【0022】[0022]
【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 above in detail, according to the present invention, there is no need to use any special jig or device for correcting hole bending.
It becomes possible to promptly and effectively correct the hole bending that has occurred while drilling with the double pipe rod.
【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 tube 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 of FIG.
【図3】図1のIII −III 線矢視図である。FIG. 3 is a view taken along the line III-III in FIG.
【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 pipe increased diameter 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 convex portion of the outer tube.
【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.
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1 ... Outer tube, 2 ... Inner tube, 3 ... Inclinometer, 10 ... Upper-side convex portion,
11 ... Lower side convex part, 20 ... Upper diameter increasing part, 21 ... Lower diameter increasing part, F ... Hole bending correction guide hole, R ... Double tube rod
Claims (4)
る削孔中に孔曲がりが生じたならば、 外管を停止した状態で、内管のみを現削孔先端位置より
孔曲がり修正方向に向けて穿進させ未削孔領域に孔曲が
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。1. When a hole is bent during drilling by a double pipe rod in which the inner pipe is inserted into the outer pipe, only the inner pipe is bent from the current drilled hole tip position while the outer pipe is stopped. A hole bending correction method in double pipe rod drilling, characterized in that a hole bending correction guide hole is formed in an undrilled area by making a hole in the correction direction.
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。2. On the tip end side of the outer pipe, an upper-stage convex portion and a lower-stage convex portion are formed on the inner surface of the outer pipe at different positions in the longitudinal direction of the pipe and on opposite sides thereof. At the tip end side, on the outer surface of the inner pipe, a diameter-increasing portion having a substantially increased pipe outer diameter is formed in an upper region corresponding to the upper-side convex portion corresponding position and an upper region corresponding to the lower-stage convex portion corresponding position, When the inner tube is advanced to the upper tube side convex portion and the lower tube side convex portion of the outer tube, the inner tube axial center at the rod tip portion with respect to the outer tube axial center due to contact between the inner tube increased diameter portion. If the double pipe rod is configured to incline, and if hole bending occurs during drilling by the double pipe rod, only the inner pipe is drilled from the current drill hole tip position with the outer pipe stopped. It is special to form a hole bending correction guide hole in the undrilled area in the direction of the hole bending correction. Method for correcting hole bending in double pipe rod drilling.
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、2記載の二重管ロッド削孔に
おける孔曲がり修正方法。3. After forming the hole bending correction guide hole,
3. The method for correcting hole bending in double pipe rod drilling according to claim 1, wherein the inner pipe is once returned to its original position and then the double pipe rod is used for drilling.
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。4. On the tip side of the outer pipe, an upper stage side convex portion and a lower stage side convex portion are formed on the inner surface of the outer pipe at different positions in the longitudinal direction of the pipe and facing each other. At the tip end side, on the outer surface of the inner pipe, a diameter-increasing portion having a substantially increased pipe outer diameter is formed in an upper region corresponding to the upper-side convex portion corresponding position and an upper region corresponding to the lower-stage convex portion corresponding position, When the inner tube is advanced to the upper tube side convex portion and the lower tube side convex portion of the outer tube, the inner tube axial center at the rod tip portion with respect to the outer tube axial center due to contact between the inner tube increased diameter portion. A double pipe rod characterized by being inclined.
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 true JPH0960464A (en) | 1997-03-04 |
JP3169536B2 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) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001032662A (en) * | 1999-07-21 | 2001-02-06 | Asahi Kiso Kk | Earth auger |
-
1995
- 1995-08-28 JP JP21870895A patent/JP3169536B2/en not_active Expired - Fee Related
Cited By (1)
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 |
---|---|
JP3169536B2 (en) | 2001-05-28 |
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