JPH0259273B2 - - Google Patents
Info
- Publication number
- JPH0259273B2 JPH0259273B2 JP57234265A JP23426582A JPH0259273B2 JP H0259273 B2 JPH0259273 B2 JP H0259273B2 JP 57234265 A JP57234265 A JP 57234265A JP 23426582 A JP23426582 A JP 23426582A JP H0259273 B2 JPH0259273 B2 JP H0259273B2
- Authority
- JP
- Japan
- Prior art keywords
- hammer
- air
- drill
- hammer drill
- outside
- 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 - Lifetime
Links
Landscapes
- Earth Drilling (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、エアーハンマドリルを使用して地中
への杭孔等を穿孔する方法及びその装置に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a method and apparatus for drilling a pile hole or the like into the ground using an air hammer drill.
〔従来の技術〕
エアーハンマドリルは第1図にその一例を示す
と、コンプレツサーに連通する圧縮空気供給管
1、及びこの供給管1から適宜弁を介して空気が
送り込まれる上下2つのチエンバー2,3、チエ
ンバー2,3間を移動するピストン4、該ピスト
ン4の下方に位置するハンマ5からなり、圧縮空
気のチエンバー2,3への送り込みによりピスト
ン4を上下させ該ピストン4でハンマ5を打撃駆
動するもので、ハンマ5の先端のチツプ6で掘削
されたズリは下部チエンバー3からハンマ5端に
排出される空気で外側を上方に搬送されるもので
ある。[Prior Art] An example of an air hammer drill is shown in Fig. 1. The air hammer drill has a compressed air supply pipe 1 communicating with a compressor, and two upper and lower chambers 2 and 3 into which air is fed from the supply pipe 1 through appropriate valves. , a piston 4 that moves between the chambers 2 and 3, and a hammer 5 located below the piston 4. Compressed air is fed into the chambers 2 and 3 to move the piston 4 up and down, and the piston 4 drives the hammer 5 by impact. The scrap excavated by the chip 6 at the tip of the hammer 5 is carried upward from the outside by the air discharged from the lower chamber 3 to the end of the hammer 5.
このようにエアーハンマドリルは、掘削したズ
リを孔壁とハンマ外周面間とに形成される環状隙
間を通じて空気で上方に運ぶものであるが、この
隙間の幅が広いとハンマから出る空気が分散して
しまい力が弱くなつてズリをうまく上昇させるこ
とができない欠点があつた。
In this way, an air hammer drill uses air to carry the excavated waste upward through the annular gap formed between the hole wall and the outer circumferential surface of the hammer, but if this gap is wide, the air coming out of the hammer will be dispersed. The problem was that the force was weakened and it was not possible to raise the slop properly.
本発明の目的は前記従来例の不都合を解消し、
大径の孔を穿つ場合にドリル(アンビル)径の大
きなエアーハンマドリルを使用せずとも確実に掘
削ズリを上方へ運ぶことができる地中への穿孔法
及びその装置を提供することにある。 The purpose of the present invention is to eliminate the disadvantages of the conventional example,
To provide an underground drilling method and device capable of reliably transporting excavated waste upwards without using an air hammer drill with a large drill (anvil) diameter when drilling a large diameter hole.
〔課題を解決するための手段〕
本発明は前記目的を達成するため、孔の中に配
置され、上方から管を介して供給される圧縮空気
で駆動されるハンマドリルを使用して地中に孔を
穿ち、掘削ズリを該ハンマから出る空気で上方に
搬送する穿孔法において、スクリユー軸先端にエ
アーハンマドリルを連結し、該エアーハンマドリ
ルのハンマ径以上の外径で、かつ外周面に下端か
ら上端まで連続する旋回上昇溝を形成した外套筒
を、このエアーハンマドリルの外側にハンマの下
面を突出させるように配設した穿孔装置を使用
し、掘削ズリ搬送用の空気は前記ハンマ外側の外
套筒面上を旋回上昇させることを要旨とするもの
である。[Means for Solving the Problems] In order to achieve the above object, the present invention drills a hole in the ground using a hammer drill that is placed in the hole and driven by compressed air supplied from above through a pipe. In this method, an air hammer drill is connected to the tip of the screw shaft, and a hole with an outer diameter equal to or larger than the hammer diameter of the air hammer drill and from the lower end to the upper end on the outer circumferential surface is used. A drilling device is used in which a mantle tube formed with a continuous turning upward groove is arranged so that the lower surface of the hammer protrudes outside the air hammer drill, and the air for conveying the excavated waste is supplied to the mantle tube outside the hammer. The gist of this is to rotate and rise above the surface.
本発明によれば、エアーハンマドリルの外側に
外套筒があるので、この外套筒が孔壁またはケー
シングとの間に位置し、空間は外套筒の外周面の
旋回上昇溝のみとなる。
According to the present invention, since the mantle tube is provided on the outside of the air hammer drill, the mantle tube is located between the hole wall or the casing, and the only space left is the turning upward groove on the outer peripheral surface of the mantle tube.
従つて、掘削ズリ搬送用の空気は前記旋回上昇
溝のみを通り、分散せずに効率よく掘削ズリを上
方に運び上げることができる。 Therefore, the air for transporting the excavated waste passes only through the turning upward groove, and can efficiently carry the excavated waste upward without being dispersed.
以下、図面について本発明の実施例を詳細に説
明する。
Embodiments of the present invention will be described in detail below with reference to the drawings.
第2図は本発明装置の実施例を示す一部切欠い
た正面図で、本実施例は大径の孔を造成するため
エアーハンマドリルとその外側に配設する掘削ケ
ーシングとを組合せて使用する場合である。 Fig. 2 is a partially cutaway front view showing an embodiment of the device of the present invention, and this embodiment is used in combination with an air hammer drill and a drilling casing disposed outside the drill to create a large diameter hole. It is.
図中10は外側に搬送用スクリユー11を設け
た回転軸で、その先端に前記第1図で述べたよう
なエアーハンマドリル12を連結する。 In the figure, reference numeral 10 denotes a rotary shaft having a conveyance screw 11 provided on the outside thereof, and an air hammer drill 12 as described in FIG. 1 is connected to the tip thereof.
なお、この軸10は上方でローター(図示せ
ず)に連結され、また内部の中空部はコンプレツ
サーとエアーハンマドリル12を連通させる管を
構成する。 Incidentally, this shaft 10 is connected to a rotor (not shown) at the upper side, and the hollow portion inside constitutes a pipe that communicates the compressor with the air hammer drill 12.
エアーハンマドリル12の外側には、ドリル1
2のハンマ5の下面が少し突出するようにして外
套筒13を取付けるが、該外套筒13の外周面に
は下端から上端まで旋回しながら上昇する溝14
を形成する。 On the outside of the air hammer drill 12, there is a drill 1
The mantle tube 13 is attached so that the lower surface of the hammer 5 of No. 2 protrudes a little, and the outer peripheral surface of the mantle tube 13 has a groove 14 that rises while turning from the lower end to the upper end.
form.
図中15はこの外套筒13の更に外側に配設す
る掘削ケーシングで、外周面には螺旋状の羽根1
6を設けまた下端面に先端に水平な刃先を有する
切削爪17を植設した。 In the figure, reference numeral 15 denotes an excavation casing disposed further outside this mantle cylinder 13, and a spiral blade 1 is provided on the outer peripheral surface.
6, and a cutting claw 17 having a horizontal cutting edge at the tip was implanted on the lower end surface.
例えば、一例としてドリル12のハンマ5の径
が約φ300程度であり、ケーシング15の径が
φ650程度であるとすれば、外套筒13の径はハ
ンマ5の径を拡大しケーシング15との隙間に位
置する約φ450程度のものとする。 For example, if the diameter of the hammer 5 of the drill 12 is approximately φ300 and the diameter of the casing 15 is approximately φ650, the diameter of the outer mantle 13 is increased by enlarging the diameter of the hammer 5 and the gap with the casing 15. It should be approximately φ450 located at .
次に、前記装置を使用して行う本発明方法につ
いて説明する。 Next, the method of the present invention using the above-mentioned apparatus will be explained.
孔の中に前記外套筒13を取付けたエアーハン
マドリル12及びケーシング15を挿入配設して
各々を別個に回転駆動を行う。 The air hammer drill 12 with the mantle cylinder 13 attached thereto and the casing 15 are inserted into the hole, and each is separately driven to rotate.
エアーハンマドリル12には図示しないコンプ
レツサーから軸10を介して圧縮空気が送り込ま
れハンマ5が振動駆動される。 Compressed air is fed into the air hammer drill 12 from a compressor (not shown) via a shaft 10, and the hammer 5 is driven to vibrate.
ハンマ5の先のチツプ6で削られた岩盤等のズ
リは、ハンマ5から出る空気とともに外套筒13
の溝14をガイドとして旋回して上昇し、やがて
軸10のスクリユー11の下端に到達し以後この
スクリユー11で上方に運ばれる。この場合、外
套筒13があるのでケーシング15内の環状隙間
は幅狭のものとなり、また溝14に沿うのでハン
マ5からの排出空気は拡散することなく早い速度
でかつ力強く上昇し、その結果確実にズリをスク
リユー11まで運び上げることができる。 The scraps of the rock etc. cut by the tip 6 at the tip of the hammer 5 are removed from the mantle tube 13 along with the air coming out of the hammer 5.
It turns and rises using the groove 14 as a guide, and eventually reaches the lower end of the screw 11 of the shaft 10, and is thereafter carried upward by this screw 11. In this case, the annular gap in the casing 15 is narrow because of the outer sleeve 13, and since it is along the groove 14, the air discharged from the hammer 5 does not diffuse and rises forcefully at a fast speed. The waste can be surely carried up to the screw 11.
なお、上記実施例は外側に掘削ケーシング15
を配設し、このケーシング15でも掘削を行う場
合について説明したが、このようなケーシングが
ない場合でも本発明は有効に作用する。 In addition, in the above embodiment, the excavation casing 15 is provided on the outside.
Although a case has been described in which excavation is performed even with this casing 15, the present invention works effectively even when such a casing is not provided.
以上述べたように本発明の地中への穿孔法及び
その装置は、孔の中に配設され、上方から管を介
して供給される圧縮空気で駆動されるハンマドリ
ルを使用して地中に孔を穿ち、掘削ズリを該ハン
マから出る空気で上方に搬送する穿孔法におい
て、ハンマ外側に幅の広い環状空間を形成するこ
とがなく、その結果ハンマから出る空気は分散せ
ずに効率よく掘削ズリを上方に運び上げることが
できるものである。
As described above, the underground drilling method and apparatus of the present invention are for drilling underground using a hammer drill that is placed in a hole and driven by compressed air supplied from above through a pipe. In the drilling method, in which a hole is drilled and the excavated waste is transported upward by the air emitted from the hammer, there is no need to form a wide annular space outside the hammer, and as a result, the air emitted from the hammer is not dispersed, allowing for efficient drilling. It is able to carry waste upwards.
第1図はエアーハンマドリルの一例を示す縦断
正面図、第2図は本発明装置の実施例を示す一部
切欠いた正面図である。
1……圧縮空気供給管、2,3……チエンバ
ー、4……ピストン、5……ハンマ、6……チツ
プ、10……回転軸、11……スクリユー、12
……エアーハンマドリル、13……外套筒、14
……溝、15……掘削ケーシング、16……螺旋
状の羽根、17……切削爪。
FIG. 1 is a longitudinal sectional front view showing an example of an air hammer drill, and FIG. 2 is a partially cutaway front view showing an embodiment of the apparatus of the present invention. 1... Compressed air supply pipe, 2, 3... Chamber, 4... Piston, 5... Hammer, 6... Chip, 10... Rotating shaft, 11... Screw, 12
... Air hammer drill, 13 ... Mantle tube, 14
...Groove, 15...Drilling casing, 16...Spiral blade, 17...Cutting claw.
Claims (1)
される圧縮空気で駆動されるハンマドリルを使用
して地中に孔を穿ち、掘削ズリを該ハンマから出
る空気で上方に搬送する穿孔法において、スクリ
ユー軸先端にエアーハンマドリルを連結し、該エ
アーハンマドリルのハンマ径以上の外径で、かつ
外周面に下端から上端まで連続する旋回上昇溝を
形成した外套筒を、このエアーハンマドリルの外
側にハンマの下面を突出させるように配設した穿
孔装置を使用し、掘削ズリ搬送用の空気は前記ハ
ンマ外側の外套筒面上を旋回上昇させることを特
徴とする地中への穿孔法。 2 スクリユー軸先端にエアーハンマドリルを連
結し、該エアーハンマドリルのハンマ径以上の外
径で、かつ外周面に下端から上端まで連続する旋
回上昇溝を形成した外套筒を、このエアーハンマ
ドリルの外側にハンマの下面を突出させるように
配設したことを特徴とする地中への穿孔装置。[Claims] 1. A hammer drill placed in the hole and driven by compressed air supplied from above through a pipe is used to drill a hole in the ground, and the excavated waste is removed by the air emitted from the hammer. In the upward conveyance drilling method, an air hammer drill is connected to the tip of the screw shaft, and a mantle tube with an outer diameter larger than the hammer diameter of the air hammer drill and with a continuous upward turning groove formed on the outer circumferential surface from the lower end to the upper end is used. The air hammer drill is characterized in that a drilling device is disposed on the outside of the hammer so that the lower surface of the hammer protrudes, and the air for conveying the excavated waste is raised by rotating on the outer cylindrical surface of the outside of the hammer. Inner drilling method. 2. An air hammer drill is connected to the tip of the screw shaft, and an outer sleeve having an outer diameter equal to or larger than the hammer diameter of the air hammer drill and having a continuous upward turning groove formed on the outer circumferential surface from the lower end to the upper end is attached to the outside of the air hammer drill. A device for drilling into the ground, characterized in that the lower surface of the hammer is arranged so as to protrude.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23426582A JPS59122689A (en) | 1982-12-28 | 1982-12-28 | Boring method into ground and its device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23426582A JPS59122689A (en) | 1982-12-28 | 1982-12-28 | Boring method into ground and its device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59122689A JPS59122689A (en) | 1984-07-16 |
| JPH0259273B2 true JPH0259273B2 (en) | 1990-12-12 |
Family
ID=16968255
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23426582A Granted JPS59122689A (en) | 1982-12-28 | 1982-12-28 | Boring method into ground and its device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59122689A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61290188A (en) * | 1985-06-17 | 1986-12-20 | 日本ニユ−マチツク工業株式会社 | Earth auger having hammmer |
| JPS62174491A (en) * | 1986-01-24 | 1987-07-31 | 株式会社 利根ボ−リング | Air pressure impact type excavator |
| JP7320477B2 (en) * | 2020-05-19 | 2023-08-03 | 大成建設株式会社 | MUST REMOVAL DEVICE AND MUST REMOVAL METHOD |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5545718A (en) * | 1978-09-27 | 1980-03-31 | Mitsubishi Petrochem Co Ltd | Fractionation of polyolefin resin |
-
1982
- 1982-12-28 JP JP23426582A patent/JPS59122689A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59122689A (en) | 1984-07-16 |
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