JPH0433358B2 - - Google Patents
Info
- Publication number
- JPH0433358B2 JPH0433358B2 JP11259487A JP11259487A JPH0433358B2 JP H0433358 B2 JPH0433358 B2 JP H0433358B2 JP 11259487 A JP11259487 A JP 11259487A JP 11259487 A JP11259487 A JP 11259487A JP H0433358 B2 JPH0433358 B2 JP H0433358B2
- Authority
- JP
- Japan
- Prior art keywords
- bit
- slit
- rod
- drilling
- tip
- 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
Links
- 238000005553 drilling Methods 0.000 claims description 56
- 229910000831 Steel Inorganic materials 0.000 description 22
- 239000010959 steel Substances 0.000 description 22
- 239000011435 rock Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 6
- 235000013312 flour Nutrition 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005422 blasting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
- Percussive Tools And Related Accessories (AREA)
- Earth Drilling (AREA)
Description
【発明の詳細な説明】
[技術分野]
この発明はさく孔装置に関し、特にトンネル等
の地山を補強するための鋼製パイプ打設に使用す
るさく孔装置等に関するもので、パイプの外径よ
りも大口径のさく孔をして、さく孔とパイプ挿入
とを同時に行い、さく孔が終了したときはさく孔
刃物(ビツト)の径をパイプの内径よりも小さく
することによつて、パイプを残して、さく孔装置
(ビツド・ロツド等)だけをパイプの内側から引
き抜くことを可能にすることを主たる目的とする
さく孔装置に関するものである。[Detailed Description of the Invention] [Technical Field] This invention relates to a drilling device, and in particular to a drilling device used for driving steel pipes for reinforcing the ground such as tunnels. By drilling a hole with a diameter larger than that of the pipe, drilling the hole and inserting the pipe at the same time, and making the diameter of the drilling bit smaller than the inner diameter of the pipe when the hole is finished. This relates to a drilling device whose main purpose is to make it possible to pull out only the drilling device (bit rod, etc.) from the inside of the pipe, leaving the pipe.
[従来技術]
悪質地山のトンネル掘削にあたつては、縫地矢
板により切羽天端部の防護を行ない施工していた
が、近年は切羽天端部の防護はロツクボルトまた
は鋼管を打設することにより行なわれている。[Prior art] When excavating tunnels in poor ground, the top of the face was protected using seamed sheet piles, but in recent years the top of the face has been protected by driving lock bolts or steel pipes. This is done by
ところで鋼管を打設する場合に、第5図に示す
ように、さく岩機本体1にさく孔ロツド2の基部
を連結し、さく孔ロツド2の先端に鋼管3より小
径の第1ビツト4と鋼管より大径の第2ビツト5
を取付け、さく孔ロツド2外周に鋼管3を被嵌し
た状態で地山6を掘削し、鋼管3が地山に挿入さ
れた時期に第2ビツト5の外径を縮小させるよう
変形させ、地山中に鋼管を残した状態で先端に第
1、第2ビツトを付けたさく孔ロツドを引抜くよ
うにする作業方法、即ち掘削時に鋼管にさく孔ロ
ツドを挿入して該鋼管の外径以上の孔を穿つこと
が可能で、かつ掘削終了時にさく孔ロツドを鋼管
から引抜くようにしてさく孔と鋼管の嵌入とを同
時に行うさく孔方法が考えられているが、これを
確実に実行できる装置は見当らない現状である。 By the way, when driving a steel pipe, as shown in FIG. The second bit 5 has a larger diameter than the steel pipe.
With the steel pipe 3 fitted around the outer periphery of the drilling rod 2, the ground 6 is excavated, and when the steel pipe 3 is inserted into the ground, the second bit 5 is deformed so as to reduce its outer diameter. A method of working in which a drilling rod with the first and second bits attached to the tip is pulled out while the steel pipe is left in the pile, i.e., the drilling rod is inserted into the steel pipe during excavation and the diameter of the steel pipe is larger than the outer diameter of the steel pipe. A drilling method that is capable of drilling a hole and simultaneously drilling the hole and inserting the steel pipe by pulling out the drilling rod from the steel pipe at the end of drilling has been considered, but there is no equipment that can reliably perform this method. The current situation is that it cannot be found.
[発明が解決すべき問題点]
このさく孔装置は打撃・回転によつてさく孔す
る装置であり、さく孔径は50mm程度であり、装置
は小型でなければならず、しかも打撃による部材
の応力は数10Kgf/mm2であり、回転力も数10Kgf
mであり、且つ破砕された岩石の粒(以下くり粉
という)が水と一緒に激しく流れるため、各部材
がこれらに耐え、機能が確実に作動することが求
められる。[Problems to be solved by the invention] This drilling device is a device that drills holes by impact and rotation, and the diameter of the hole is approximately 50 mm. is several 10Kgf/ mm2 , and the rotational force is also several 10Kgf
In addition, crushed rock particles (hereinafter referred to as chips) flow violently together with water, so each member is required to withstand these forces and function reliably.
[問題点を解決するための手段]
本発明は前記した問題点を解決使用とするもの
で、本発明のさく孔装置は、ロツド・スリーブ・
第1ビツト・第2ビツトより構成され、夫々次の
ように構成されている。[Means for Solving the Problems] The present invention solves the above-mentioned problems, and the drilling device of the present invention has a rod sleeve.
It consists of a first bit and a second bit, each of which is configured as follows.
(1) ロツド
ロツドの前部には鍔があり、鍔の先の断面は
角形(三角又は多角或いはスプライン)とし、
角断面の先端部にスリツトを設け、スリツトの
先端に鈎を設ける。(1) Rod The front part of the rod has a tsuba, and the cross section at the tip of the tsuba is square (triangular, polygonal, or spline).
A slit is provided at the tip of the square cross section, and a hook is provided at the tip of the slit.
(2) スリーブ
前記ロツドの多角に嵌合し、相互回転は不能
で軸方向に前進可能なスリーブには、前記ロツ
ドのスリツトに対向してスリツトが設けてあ
り、スリツト後端面の外周部には突起を設け、
スリーブの先端には外ねじがある。(2) Sleeve The sleeve that fits into the polygons of the rod, cannot rotate mutually, and can move forward in the axial direction is provided with a slit opposite to the slit of the rod, and the outer periphery of the rear end surface of the slit is provided with a slit. Protrusions are provided,
There is an external thread at the tip of the sleeve.
(3) 第1ビツト
中心孔さく孔用の第1ビツトはスリーブの先
端のねじに螺合する内ねじがあり、ねじの入り
口にはねじのない逃げ部を設ける。(3) 1st bit The 1st bit for drilling the center hole has an internal thread that engages with the thread at the tip of the sleeve, and a relief part without a thread is provided at the entrance of the thread.
(4) 第2ビツト
拡孔用の第2ビツトは板状であり、刃面の前
方に斜面を持つた突起部を設ける。(4) Second bit The second bit for hole expansion is plate-shaped and has a protrusion with a slope in front of the blade surface.
上記のような構成により、さく孔と鋼管の嵌
入とを同時に行うことができ、しかもさく孔後
にさく孔ロツドを鋼管から確実に引抜くことが
できるようにしたさく孔装置を提供しようとす
るものである。 It is an object of the present invention to provide a drilling device having the above-mentioned configuration, which can simultaneously perform drilling and inserting a steel pipe, and also ensure that the drilling rod can be pulled out from the steel pipe after drilling. It is.
[実施例]
以下本発明を図面に示す実施例により説明す
る。第1図は本発明によるさく孔装置の先端部分
の構成を示す断面図、第2図a,b,cは、それ
ぞれ第1図のA−A,B−B,C−C線による断
面図、第3図は第1図と同様の図で、先端部分を
縮小してさく孔ビツトが鋼管中を通過可能となつ
た状態を示す断面図、第4図は第3図のB′−
B′線による断面図、である。[Examples] The present invention will be explained below using examples shown in the drawings. FIG. 1 is a sectional view showing the configuration of the tip portion of the drilling device according to the present invention, and FIGS. 2 a, b, and c are sectional views taken along lines AA, BB, and C-C in FIG. 1, respectively. , Fig. 3 is a view similar to Fig. 1, and is a cross-sectional view showing a state in which the tip portion is reduced so that the drilling bit can pass through the steel pipe, and Fig. 4 is a cross-sectional view showing the state in which the drilling bit can pass through the steel pipe.
It is a sectional view taken along the line B'.
図面においては、さく岩機本体の記載は省略さ
れているが、これは第5図に示す従来のさく岩機
本体と同様にさく孔ロツド7を打撃及び回転駆動
するよう構成されるものである。本実施例におい
ては、さく孔ロツド7は断面6角形となつてお
り、先端近くに円形鍔部8が形成されていて、先
端部分に嵌挿されるスリーブ9の後の位置決め部
材となつており、さく孔ロツド7先端のスリツト
10に外方に向かつて突出した状態に固定された
鈎板11先端が通過できるよう溝12が設けられ
たスリーブ9を支承している。 In the drawing, the description of the rock drill body is omitted, but this rock drill body is constructed to impact and rotate the drilling rod 7 in the same way as the conventional rock drill body shown in FIG. . In this embodiment, the drilling rod 7 has a hexagonal cross section, and a circular flange 8 is formed near the tip, which serves as a positioning member behind the sleeve 9 that is fitted into the tip. A sleeve 9 is supported in which a groove 12 is provided so that the tip of a hook plate 11 fixed to a slit 10 at the tip of the drilling rod 7 can pass therethrough.
スリーブ9にはさく孔ロツドのスリツト10と
同様のスリツト13が設けられ、そのスリツト1
3の長さはさく孔ロツドのスリツト10より長
く、このスリツト13中に板状の第2ビツト5が
嵌入可能とされている。さらに、スリーブ9の小
径とされた先端には外ねじ14が形成されてお
り、これに外径がスリーブ9の基部とほぼ同径の
第1ビツト4がねじ込み固定されるようになつて
いて、第2ビツト5はスリーブ9のスリツト13
の底面部分に設けた突起15と第1ビツト4後端
の内筒内面のねじのない逃げ部となつている円筒
面4bにより第1図及び第2図bに示すようにさ
く孔ロツド7上に保持固定されている。即ち第2
ビツト5は板状となつていて、スリーブ9のスリ
ツト13中に挿入された状態で、その後端はスリ
ーブに設けたスリツト底面突起15により支えら
れ、先端は第1ビツト後端の円筒内面により押さ
えられてさく孔ロツド7上に取付けられ、その外
周突出端前側に刃先チツプ5aが設けられてい
る。 The sleeve 9 is provided with a slit 13 similar to the slit 10 of the drilling rod.
3 is longer than the slit 10 of the drilling rod, and a plate-shaped second bit 5 can be inserted into this slit 13. Furthermore, an external thread 14 is formed at the small-diameter tip of the sleeve 9, into which a first bit 4 having an outer diameter approximately the same as the base of the sleeve 9 is screwed and fixed. The second bit 5 is the slit 13 of the sleeve 9.
As shown in FIGS. 1 and 2b, the projection 15 provided on the bottom surface of the drill rod 7 and the cylindrical surface 4b, which is a non-threaded relief part on the inner surface of the inner cylinder at the rear end of the first bit 4, allow the top of the drilling rod 7. The hold is fixed. That is, the second
The bit 5 is plate-shaped, and when inserted into the slit 13 of the sleeve 9, its rear end is supported by the slit bottom protrusion 15 provided on the sleeve, and its tip is held down by the cylindrical inner surface of the rear end of the first bit. It is mounted on the drilling rod 7, and a cutting edge tip 5a is provided on the front side of the protruding end of the outer periphery.
そして、さく孔ロツド7を引抜方向に移動させ
ると、第3図に示すように、さく孔ロツド7先端
の鈎板11が第2ビツト5先端5bに係合してこ
れをさく孔ロツド先端のスリツト10内に第2ビ
ツド5を引込むよう変位させる。なお、第2ビツ
ト5の下側面には三角状切欠部5cが設けられて
いて、第3図、第4図に示すように、さく孔ロツ
ド先端に邪魔されずに第2ビツト5の外方に突出
した外周がスリーブ9のスリツト13中に没入で
きる形状とされてある。 Then, when the drilling rod 7 is moved in the pulling direction, the hook plate 11 at the tip of the drilling rod 7 engages with the tip 5b of the second bit 5, as shown in FIG. The second bit 5 is displaced to be drawn into the slit 10. Note that a triangular notch 5c is provided on the lower surface of the second bit 5, and as shown in FIGS. The outer periphery of the sleeve 9 is shaped so that it can be inserted into the slit 13 of the sleeve 9.
なお、図中符号4aは刃先チツプ、16は注水
孔、7aは鋼管3に対するリブガイド、である。 In the figure, reference numeral 4a is a cutting edge tip, 16 is a water injection hole, and 7a is a rib guide for the steel pipe 3.
以上のように構成されてあるので、第1図に示
す状態では、さく孔ロツド7を押し付けて打撃回
転させると第1ビツト4、第2ビツト5により鋼
管3を同時に掘さく孔に挿入しつつ地山さく孔作
業が行われる。 With the structure described above, in the state shown in FIG. 1, when the drilling rod 7 is pressed and rotated by impact, the steel pipe 3 is simultaneously inserted into the drilling hole by the first bit 4 and the second bit 5. Ground drilling work will be carried out.
さく孔作業を終えてさく孔ロツド7を後退させ
ると、第2ビツト5の先端側下面はさく孔ロツド
に支承されない状態となるとともに、さく孔ロツ
ド先端の鈎板11は第2ビツト5先端に設けた突
起5bに係合し、これを内方に変位させるよう作
用する。この際、第2ビツト後端部分はさく孔ロ
ツド7上面に支承されているが、第2ビツト外縁
部分は、第3図、第4図に示すように、すべてス
リーブ9のスリツト13内に没入状態となる。 When the drilling rod 7 is retreated after completing the drilling work, the lower surface of the tip side of the second bit 5 is not supported by the drilling rod, and the hook plate 11 at the tip of the drilling rod is attached to the tip of the second bit 5. It engages with the provided protrusion 5b and acts to displace it inward. At this time, the rear end portion of the second bit is supported on the upper surface of the drilling rod 7, but the outer edge portion of the second bit is completely recessed into the slit 13 of the sleeve 9, as shown in FIGS. 3 and 4. state.
[発明の効果]
本発明によるさく孔装置は、ばね等不確実な部
品がなく、さく孔中の第2ビツトは3軸方向とも
確実に拘束され、強い打撃による応力、回転力、
くり粉の流れに耐え、また、引抜くときは、ロツ
ド先端の鈎板によつて強制的に引き込められるの
で、くり粉の流れにも影響されることが少なく、
前記したように、さく孔と鋼管挿入とを一挙に行
う工法を実現化する効果があることは勿論、崩落
し易い地山では、さく孔しても孔壁の崩落やくり
粉の溜りによつてロツド・ビツトが抜けず、さく
孔不能になることが多く、かかる地山に対しては
時間と経費とがどちらも数十倍かかるボーリング
によるさく孔を余儀なくされていたが、本発明に
よつて悪質地山をさく岩機によつて簡単にさく孔
することを可能にする画期的装置を提供すること
ができる。[Effects of the Invention] The drilling device according to the present invention does not have any uncertain parts such as springs, and the second bit in the drilling is reliably restrained in all three axial directions, and is free from stress caused by strong impact, rotational force,
It can withstand the flow of flour, and when it is pulled out, it is forcibly retracted by the hook plate at the tip of the rod, so it is less affected by the flow of flour.
As mentioned above, it is of course effective in realizing the method of drilling a hole and inserting a steel pipe at the same time, but in areas where the ground is prone to collapse, even if the hole is drilled, the hole wall may collapse or powder may accumulate. In many cases, the rod bit would not come out and drilling would become impossible, and drilling into such ground had to be done by boring, which was several tens of times more time-consuming and costly. Therefore, it is possible to provide an epoch-making device that makes it possible to easily drill holes in bad ground using a rock drilling machine.
また、昔から要望されていて、種々発明考案さ
れている拡底発破工法、即ち、孔の底の径を拡げ
て孔底に多量の爆薬を充填し、効率よく発破する
工法も実現可能になる。 In addition, it will also become possible to implement the wide-bottom blasting method, which has been desired for a long time and has been devised in various ways, in which the diameter of the bottom of the hole is expanded and a large amount of explosives is filled at the bottom of the hole to efficiently blast the hole.
さらに、孔の底だけを拡げ、そこに鋼棒等を挿
入し、セメントで固定することによつて、確実性
の高い強力なアンカー工法(擁壁などの土止め
等)が可能になる。 Furthermore, by enlarging only the bottom of the hole, inserting a steel rod, etc., and fixing it with cement, a highly reliable and strong anchor method (for retaining walls, etc.) becomes possible.
第1図は本発明によるさく孔装置の先端部の構
成を示す断面図、第2図a,b,cは、それぞれ
第1図のA−A,B−B,C−C線による断面
図、第3図は第1図と同様の図で、先端部分を縮
小してさく孔ビツトが鋼管中を通過可能となつた
状態を示す断面図、第4図は第3図のB′−B′の
線による断面図、第5図はさく孔装置の従来例を
示す概略構成断面図、である。
1……きく岩機本体、3……鋼管、4……第1
ビツト、5……第2ビツト、6……地山、7……
さく孔ロツド、8……鍔部、9……スリーブ、1
0……スリツト、11……鈎板、12……溝、1
3……スリツト、14……外ねじ、15……突
起。
FIG. 1 is a sectional view showing the configuration of the tip of the drilling device according to the present invention, and FIGS. 2 a, b, and c are sectional views taken along lines AA, BB, and C-C in FIG. 1, respectively. , Fig. 3 is a view similar to Fig. 1, and is a sectional view showing a state in which the tip is reduced so that the drilling bit can pass through the steel pipe, and Fig. 4 is a cross-sectional view taken from B'-B in Fig. 3. FIG. 5 is a cross-sectional view of a schematic configuration of a conventional example of a drilling device. 1...Rock rock machine body, 3...Steel pipe, 4...1st
Bit, 5...2nd bit, 6...Rock, 7...
Drilling rod, 8...Brim part, 9...Sleeve, 1
0...Slit, 11...Hook plate, 12...Groove, 1
3...Slit, 14...External thread, 15...Protrusion.
Claims (1)
先端部に鈎板を取付け、且つスリツトの後端から
間隔を置いて鍔を設けたさく孔ロツド、 さく孔ロツドの鍔の先に前進可能で回転不能に
嵌入され、前記スリツトに対応するスリツトを有
し、スリツトの後端の外周部には突起を設け、先
端部には外ねじを付したスリーブ、 前面に刃先チツプが設けてあり、入り口に円筒
面を有する内ねじがあり、スリーブの外ねじに螺
合して取付けられる第1ビツト、 スリーブのスリツトに嵌入し、前端部は第1ビ
ツトの円筒面に当る面と、その先が斜面になつた
突起が設けてあり、後端は前記スリーブのスリツ
トの後端面の突起の内側に納められ、且つロツド
が後退するときには後端の内面がロツドの表面に
支承された状態でロツドとスリーブのスリツト内
に没入可能とするための切欠部が設けてあり、中
央付近の外方に突出した部分の前面には刃先チツ
プを設けた板状の第2ビツト、 より構成され、ロツドを押し付けてさく孔すると
きは、第2ビツトは外周方向に突出した状態に拘
束されて第1ビツトよりも大きい径のさく孔を行
い、ロツドを引抜くときは、第2ビツトはロツド
の鈎板によつて強制的に内方に引き寄せられて、
ロツドとスリーブのスリツトに没入し、第1ビツ
トの外径以内に収納されることを特徴とするさく
孔装置。[Scope of Claims] 1. A drilling rod having a slit at its tip, a hook plate attached to the tip of the slit, and a flange provided at a distance from the rear end of the slit, which moves forward beyond the flange of the drilling rod. It has a slit that corresponds to the slit, a protrusion is provided on the outer periphery of the rear end of the slit, a sleeve with an external thread is provided on the tip, and a cutting tip is provided on the front surface. , the first bit has an internal thread with a cylindrical surface at the entrance, and is attached by screwing into the external thread of the sleeve.The first bit fits into the slit of the sleeve, and the front end has a surface that touches the cylindrical surface of the first bit, and the tip thereof. A protrusion with a sloped surface is provided, and the rear end is housed inside the protrusion on the rear end surface of the slit of the sleeve, and when the rod is retracted, the inner surface of the rear end is supported on the surface of the rod. A notch is provided so that the rod can be inserted into the slit of the sleeve, and a plate-shaped second bit with a cutting tip is provided on the front of the outwardly protruding portion near the center. When drilling a hole by pressing the rod, the second bit is restrained in a state of protruding toward the outer circumference and drills a hole with a larger diameter than the first bit, and when the rod is pulled out, the second bit is pressed against the hook plate of the rod. Forcibly drawn inward by
A drilling device characterized by being inserted into a slit between a rod and a sleeve and housed within the outer diameter of a first bit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11259487A JPS63280120A (en) | 1987-05-11 | 1987-05-11 | Drill device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11259487A JPS63280120A (en) | 1987-05-11 | 1987-05-11 | Drill device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63280120A JPS63280120A (en) | 1988-11-17 |
| JPH0433358B2 true JPH0433358B2 (en) | 1992-06-02 |
Family
ID=14590646
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11259487A Granted JPS63280120A (en) | 1987-05-11 | 1987-05-11 | Drill device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63280120A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06294271A (en) * | 1991-05-09 | 1994-10-21 | Toho Kinzoku Kk | Drilling device |
| JP2002061482A (en) * | 2000-08-23 | 2002-02-28 | Koken Boring Mach Co Ltd | Drilling rig |
-
1987
- 1987-05-11 JP JP11259487A patent/JPS63280120A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63280120A (en) | 1988-11-17 |
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