JP3193985B2 - Boring rod - Google Patents
Boring rodInfo
- Publication number
- JP3193985B2 JP3193985B2 JP05388797A JP5388797A JP3193985B2 JP 3193985 B2 JP3193985 B2 JP 3193985B2 JP 05388797 A JP05388797 A JP 05388797A JP 5388797 A JP5388797 A JP 5388797A JP 3193985 B2 JP3193985 B2 JP 3193985B2
- Authority
- JP
- Japan
- Prior art keywords
- bit
- slime
- discharge path
- boring rod
- discharge
- 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
- 230000002093 peripheral effect Effects 0.000 claims description 11
- 238000007599 discharging Methods 0.000 claims description 4
- 238000005553 drilling Methods 0.000 description 11
- 238000009412 basement excavation Methods 0.000 description 8
- 210000001503 joint Anatomy 0.000 description 7
- 238000003780 insertion Methods 0.000 description 5
- 230000037431 insertion Effects 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000011435 rock Substances 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 102200124760 rs587777729 Human genes 0.000 description 1
Landscapes
- Earth Drilling (AREA)
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
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、土木建設工事にお
いて、地中、地盤、法面等に地中孔、アンカー孔、埋没
管削孔等の孔を効率よく削孔する為のボーリングロッド
に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a boring rod for efficiently drilling a hole such as an underground hole, an anchor hole, a buried pipe drilling in the ground, the ground, a slope, etc. in civil engineering construction work. .
【0002】[0002]
【従来の技術】従来、掘削した岩・地盤の掘削石や掘削
片に水やエアーを含んだ状態のスライムの排出路を備え
たボーリングロッドは、外筒の中に内筒を挿入し、且つ
外筒と内筒との間にスライムの排出の空間を形成した二
重管構造とし、内筒の下端にビットを連結し、ビットの
外周面を縦方向へ細長くほぼ均一幅に陥凹して排出路を
形成した構造である。従来、ボーリングロッドで掘削中
に高圧の掘削水又はエアーを掘削孔内へ注入していくの
で、スライムには圧力がかかっており、この圧力によっ
てスライムは後押しされながら排出路を介して外筒と内
筒との間の空間内へ排出され、そのまま地上へ排出され
ていくものである。しかし、排出路の幅はほぼ均一であ
り、又、排出路内に押し出されたスライムは、排出路の
後方に進むにしたがって抵抗を大きく受けるものとな
り、スライムがスムーズに排出されずにビット刃先面に
溜って、掘削に支障が出るという問題点がある。又、ス
ライムに含まれる掘削石や掘削片の大きさも様々であ
り、排出路を通過しにくい大きさの掘削石や掘削片が排
出路内に進入するとスライムの排出スピードが悪くな
り、掘削効率が低下するという問題点がある。2. Description of the Related Art Conventionally, a boring rod provided with a slime discharge path in a state in which water or air is contained in excavated rocks or excavated pieces of excavated rock or ground has an inner cylinder inserted into an outer cylinder, and Double pipe structure with space for slime discharge between outer cylinder and inner cylinder, bit is connected to lower end of inner cylinder, and outer peripheral surface of bit is elongated in the vertical direction and recessed to almost uniform width This is a structure in which a discharge path is formed. Conventionally, high-pressure drilling water or air is injected into the drilling hole during drilling with a boring rod, so slime is under pressure. It is discharged into the space between the inner cylinder and discharged directly to the ground. However, the width of the discharge path is almost uniform, and the slime extruded into the discharge path is subject to greater resistance as it progresses to the rear of the discharge path. And there is a problem that the excavation is hindered. In addition, the size of excavated stones and excavated pieces contained in the slime also varies, and when excavated stones or excavated pieces of a size that are difficult to pass through the discharge path enter the discharge path, the speed of slime discharge is reduced, and the excavation efficiency is reduced. There is a problem that it decreases.
【0003】[0003]
【発明が解決しようとする課題】本発明が解決しようと
する課題は従来のこれらの問題点を解消し、スライムを
確実に且つスムーズに排出し、掘削スピード及び掘削効
率を大幅に向上させたボーリングロッドを提供すること
にある。The problem to be solved by the present invention is to solve these problems of the prior art, to reliably and smoothly discharge slime, and to greatly improve drilling speed and drilling efficiency. It is to provide a rod.
【0004】[0004]
【課題を解決するための手段】かかる課題を解決した本
発明の構成は、 1) 外筒の内部に内筒を挿入し且つ該外筒と該内筒と
の間にスライムの排出の空間を形成した二重管構造と
し、前記内管の下端にビットを連結し、前記ビットの外
周面を下端から上端にかけて縦方向に細長く陥凹して前
記外筒と前記内筒との間の空間に連通するスライムの排
出路を形成したボーリングロッドにおいて、同排出路の
途中にリング状に陥凹した溜り部を形成し、前記排出路
の途中に前記溜り部を設けることでスライムの排出を円
滑に出来るようしたことを特徴とするボーリングロッド 2) 排出路を複数設け、溜り部が各排出路と連通する
ようにビットの外周面をリング状に陥凹させて溜り部を
形成した前記1)記載のボーリングロッドにある。Means for solving the above problems are as follows: 1) An inner cylinder is inserted into an outer cylinder and a space for discharging slime is provided between the outer cylinder and the inner cylinder. With the formed double pipe structure, a bit is connected to the lower end of the inner pipe, and the outer peripheral surface of the bit is elongated and recessed in the vertical direction from the lower end to the upper end to form a space between the outer cylinder and the inner cylinder. In a boring rod having a communicating slime discharge path, a ring-shaped recess is formed in the middle of the discharge path, and the slime is discharged smoothly by providing the pool in the middle of the discharge path. 2) The boring rod described above, wherein a plurality of discharge paths are provided, and the outer peripheral surface of the bit is recessed in a ring shape so that the reservoir communicates with each discharge path to form a reservoir. On the bowling rod.
【0005】[0005]
【作用】本発明のボーリングロッドは、掘削装置に装置
され、掘削装置の回転打撃装置によって、回転と打撃力
が与えられ、地中に向けて推進されて掘削するものであ
る。掘削装置による回転でボーリングロッドのビットが
回転し、掘削されたスライムは排出路を介して外筒と内
筒との間の空間へ排出され、そのまま地上へ排出されて
いく。スライムは排出路の途中に設けられた溜り部に排
出され再度残りの排出路を介して外筒と内筒との間の空
間に排出されていくので、排出路内を通過しにくい大き
さの掘削石や掘削片を含んだスライムが排出路内に進入
し、スライムの排出スピードが遅くなった場合でも、排
出スピードを遅くする原因となる掘削石や掘削片を溜り
部に溜めて、排出路上から外ずし、排出路の確保及び排
出スピードの低下防止が行える。このため、スライムが
ビット刃先面に溜ることがなくなり、掘削が円滑に且つ
効率よく行える。請求項2記載の発明のボーリングロッ
ドは、排出路を複数設け、且つ溜り部を全ての排出路と
連結するように設けているので、万一いずれかの排出路
が詰まった場合でも、スライムは他の排出路を介して外
筒と内筒との間の空間内へ排出出来るので、掘削効率が
良い。The boring rod according to the present invention is installed in a drilling rig, is given a rotation and a hitting force by a rotary hitting device of the drilling rig, and is propelled toward the ground to excavate. The bit of the boring rod is rotated by the rotation of the excavator, and the excavated slime is discharged to the space between the outer cylinder and the inner cylinder via the discharge path, and is discharged directly to the ground. The slime is discharged to the pool provided in the middle of the discharge path, and is discharged again to the space between the outer cylinder and the inner cylinder through the remaining discharge path. Even when slime containing excavated stones and debris enters the discharge channel and the speed at which the slime is discharged is reduced, the excavated stones and debris that cause the speed of the slime to be reduced are stored in the reservoir, and are collected on the discharge channel. The discharge path can be secured and the discharge speed can be prevented from lowering. For this reason, slime does not accumulate on the bit blade tip surface, and excavation can be performed smoothly and efficiently. In the boring rod according to the second aspect of the present invention, since a plurality of discharge paths are provided and the reservoir is provided so as to be connected to all the discharge paths, even if any one of the discharge paths is clogged, the slime is reduced. Excavation efficiency is good because it can be discharged into the space between the outer cylinder and the inner cylinder through another discharge path.
【0006】[0006]
【発明の実施の形態】ビットの下端から上端にかけてビ
ットの外周面を陥凹して形成する排出路は、複数の場合
が望ましいが、1つの場合もある。排出路はビットの外
周面に螺旋状に設けることが望ましい。排出路が複数の
場合、ビットの外周面をリング状に陥凹して全ての排出
路と連通するように溜り部を設けることが望ましい。外
筒は回転する場合と、回転しない場合とがある。外筒は
複数の筒体を長手方向に連結した構成の場合と、一つの
筒体を用いる場合とがある。DESCRIPTION OF THE PREFERRED EMBODIMENTS The number of discharge paths formed by recessing the outer peripheral surface of a bit from the lower end to the upper end of the bit is desirably plural, but may be one. The discharge path is desirably provided spirally on the outer peripheral surface of the bit. When there are a plurality of discharge paths, it is desirable that the outer peripheral surface of the bit be recessed in a ring shape to provide a pool so as to communicate with all the discharge paths. The outer cylinder may or may not rotate. The outer cylinder has a configuration in which a plurality of cylinders are connected in the longitudinal direction, and a case in which a single cylinder is used.
【0007】[0007]
【実施例】以下本発明の実施例を図面に基づいて説明す
る。図1は本実施例の使用状態を示す説明図、図2は本
実施例のボーリングロッドを掘削装置に装着した状態を
示す説明図、図3は本実施例のボーリングロッドの縦断
面図、図4は本実施例のビット刃先面を示す底面図、図
5は本実施例での端末継ぎ手を示す一部切欠いた正面
図、図6は図1でのA−A断面図、図7は図1でのB−
B断面図である。Embodiments of the present invention will be described below with reference to the drawings. 1 is an explanatory view showing a use state of the present embodiment, FIG. 2 is an explanatory view showing a state in which the boring rod of the present embodiment is mounted on an excavator, and FIG. 3 is a longitudinal sectional view of the boring rod of the present embodiment. 4 is a bottom view showing the bit tip surface of this embodiment, FIG. 5 is a partially cutaway front view showing a terminal joint of this embodiment, FIG. 6 is a sectional view taken along line AA in FIG. 1, and FIG. B at 1
It is B sectional drawing.
【0008】;本実施例(図1〜7参照) 図中1はボーリングロッド、2は所定長さのものを複数
本螺合して長尺にした内管、3は所定長さのものを複数
本螺合して長尺にした外管、4は内管2の下端に取付け
たインナビット、5は外管3の下端内面に設けた雌ね
じ、6は外管3の下端に螺合したリングビット、7はリ
ングビット6の上部に該設した雄ねじ部、8はリングビ
ット6の下部内側に設けた段部、9は同段部を打撃する
インナビット4の下部に設けた打撃面、10は外管3の
下部の管内壁に設けた段部、11は同段部と当接し外管
3を下方に引張するように作用する中押し継ぎ手部、1
2は上部をアダプタ12aの内側中央に設けた挿入穴1
3に嵌合し且つ下部を内管2の頭部と螺着しアダプタ1
2aの回転と打撃力を内管2に伝達するエキステンショ
ンロッド、12aはアダプタ、13は挿入穴、14はア
ダプタ12aの下端と螺着された端末継ぎ手、15は外
管3の上端の螺合部16で螺着された外管継ぎ手、16
は外管3の上端に設けた螺合部、17は端末継ぎ手14
の段部の下端に設けられた外管押し込み面、18は内管
2とエキステンションロッド12との螺合部、19は内
管2と中押し継ぎ手部11との螺合部、20は中押し継
ぎ手部11の拡巾部の下端で外管3の段部10と当接す
る外管引っ張り面、21はインナビット4と中押し継ぎ
手部11の螺合部、22は雌ねじ5と雄ねじ7との完全
にねじ込んだときのねじ隙間、23は外管3同士の螺合
による連結部、24は回転打撃装置、25はクローラ車
等に傾動自在に搭載される回転打撃装置とボーリングロ
ッド1とを装置したガイドセル、26はボーリングロッ
ド1の下部ガイド、27はガイドセル25のスライド
台、27aは連結部材、28はインナビット4の下端か
ら上端にかけて外周面を複数細長く陥凹して形成した複
数の排出路、29はインナビット4の中央位置の外周面
をリング状に陥凹して各排出路28と連通状態に形成し
た溜り部、30はスライム、30aは同スライム30中
に含まれる掘削片、31はビット刃先面、32は外管3
と内管2との間の空間である。In this embodiment (see FIGS. 1 to 7), reference numeral 1 denotes a boring rod, 2 denotes an inner tube formed by screwing a plurality of predetermined lengths, and 3 denotes a predetermined length. A plurality of outer tubes 4 are screwed into a long length, 4 is an inner bit attached to the lower end of the inner tube 2, 5 is a female screw provided on the lower inner surface of the outer tube 3, and 6 is screwed to a lower end of the outer tube 3. A ring bit, 7 is a male screw portion provided on the upper portion of the ring bit 6, 8 is a step provided on the lower inner side of the ring bit 6, 9 is a hitting surface provided on a lower portion of the inner bit 4 for hitting the step, Reference numeral 10 denotes a step provided on the inner wall of the pipe below the outer pipe 3, reference numeral 11 denotes a middle press-fitting part which contacts the same step and acts to pull the outer pipe 3 downward.
2 is an insertion hole 1 whose upper part is provided at the center inside the adapter 12a.
3 and the lower part is screwed to the head of the inner tube 2 to make the adapter 1
An extension rod for transmitting the rotation and impact force of 2a to the inner tube 2, 12a is an adapter, 13 is an insertion hole, 14 is a terminal joint screwed to a lower end of the adapter 12a, and 15 is a screw connection of an upper end of the outer tube 3. Outer pipe fitting screwed at part 16, 16
Is a threaded portion provided at the upper end of the outer tube 3, and 17 is a terminal joint 14.
, A threaded portion between the inner tube 2 and the extension rod 12, a threaded portion 19 between the inner tube 2 and the middle push-in joint portion 11, and a middle push-in joint 20 At the lower end of the widened portion of the portion 11, the outer tube pulling surface which comes into contact with the step portion 10 of the outer tube 3, 21 is the threaded portion between the inner bit 4 and the middle push joint portion 11, and 22 is the complete connection between the female screw 5 and the male screw 7. A screw gap at the time of screwing in, 23 is a connection portion by screwing the outer tubes 3 together, 24 is a rotary hitting device, 25 is a guide provided with a rotary hitting device and a boring rod 1 which are tiltably mounted on a crawler wheel or the like. A cell, 26 is a lower guide of the boring rod 1, 27 is a slide base of the guide cell 25, 27 a is a connecting member, 28 is a plurality of discharge paths formed by recessing the outer peripheral surface from the lower end to the upper end of the inner bit 4. , 29 A pool formed by recessing the outer peripheral surface at the center of the inner bit 4 into a ring shape and communicating with the respective discharge passages 28, 30 is a slime, 30a is a digging piece included in the slime 30, and 31 is a bit tip surface. , 32 is the outer tube 3
And the inner tube 2.
【0009】本実施例のボーリングロッド1は、外管3
と内管2とを掘削装置のガイドセル25上の下部ガイド
26と回転打撃装置24との間に保持するように装置
し、アダプタ12aは回転打撃装置24と連結部材27
aによって連結される。回転打撃装置24はスライド台
27上に設けられ、ガイドセル25に沿って移動できる
ようになっている。又、ボーリングロッド1が地中に打
ち込まれると、次の外管3と内管2が螺合されて多段に
連結され、地中深く打ち込まれるようになっている。回
転打撃装置24の作動でボーリングロッド1のビット刃
先面31が回転し掘削していく。又掘削孔内には高圧の
水又はエアーを注入していくので、ビット刃先面31の
回転で掘削されたスライム30には圧力がかかってお
り、スライム30はインナビット4の外周面に形成した
排出路28内を介して外管3と内管2との間の空間32
へ排出されていく。排出路28の途中には、各排出路2
8に連通する溜り部29を形成しているので、排出路2
8内にスライム30が集中して進入してもスライム30
を途中溜り部29内へ一時排出することで、スライム3
0が受ける抵抗を無くし、排出路28内の流れを円滑に
行うことが出来る。溜り部29内へ排出されたスライム
30はいずれかの排出路28を介して外管3と内管2と
の間の空間32へスムーズに排出されていく。更に溜り
部29を排出路28の途中に設けることで、排出路28
内を通過しにくい大きさの掘削片30aを含んだスライ
ム30が排出路28内に進入し、排出路28内の流れが
悪くなった場合でも、排出路28の流れを悪くする原因
となるスライム30中に含まれた大きな掘削片30aを
溜り部29内に収容することで、スライム30の排出を
円滑に行え、スライム30がビット刃先面31に溜るこ
とを防ぎ、掘削を効率よく行うことが出来る。The boring rod 1 according to the present embodiment comprises an outer tube 3
And the inner pipe 2 are held between the lower guide 26 on the guide cell 25 of the excavator and the rotary hitting device 24.
linked by a. The rotary hitting device 24 is provided on a slide table 27 and can move along the guide cell 25. When the boring rod 1 is driven into the ground, the next outer pipe 3 and the inner pipe 2 are screwed together and connected in multiple stages, and are driven deep into the ground. The bit hitting surface 31 of the boring rod 1 is rotated and excavated by the operation of the rotary impact device 24. In addition, since high-pressure water or air is injected into the excavation hole, pressure is applied to the slime 30 excavated by the rotation of the bit tip surface 31, and the slime 30 is formed on the outer peripheral surface of the inner bit 4. A space 32 between the outer pipe 3 and the inner pipe 2 through the discharge path 28
It is discharged to. In the middle of the discharge path 28, each discharge path 2
8 is formed, the reservoir 29 communicating with the discharge passage 2 is formed.
Even if slime 30 concentrates in 8 and enters, slime 30
Slime 3 by temporarily discharging
Thus, the flow in the discharge path 28 can be smoothly performed. The slime 30 discharged into the reservoir 29 is smoothly discharged to the space 32 between the outer pipe 3 and the inner pipe 2 via any one of the discharge paths 28. Further, by providing the pool portion 29 in the middle of the discharge path 28, the discharge path 28
Even when the slime 30 including the excavated pieces 30a of a size that is difficult to pass through the inside enters the discharge path 28 and the flow in the discharge path 28 is deteriorated, the slime causing the flow of the discharge path 28 to be deteriorated. By accommodating the large excavated pieces 30a included in the 30 in the accumulation portion 29, the slime 30 can be smoothly discharged, the slime 30 is prevented from accumulating on the bit tip surface 31, and excavation can be performed efficiently. I can do it.
【0010】回転打撃装置24が作動し、打撃力がアダ
プタ12aに与えられると、アダプタ12aの挿入穴1
3の天井壁面がエキステンションロッド12の頭部を打
撃し、そのまま打撃力は内管2と、その下端に取付けた
インナビット4に伝達される。又、内管2に伝えられた
打撃力はその下部の打撃面9を介してリングビット6の
段部8に加えられ、リングビット6もインナビット4と
同時に打撃される。アダプタ12aの打撃力は端末継ぎ
手14を介して伝達しても、外管継ぎ手15と端末継ぎ
手14との間及び外管3の下端とリングビット6との間
に間隙があり、外管3は上下動自在となっているため外
管3には打撃力が加わらない。When the rotary hitting device 24 operates and a hitting force is applied to the adapter 12a, the insertion hole 1 of the adapter 12a is inserted.
The ceiling wall 3 hits the head of the extension rod 12, and the hitting force is transmitted to the inner pipe 2 and the inner bit 4 attached to the lower end thereof. The striking force transmitted to the inner tube 2 is applied to the step 8 of the ring bit 6 via the striking surface 9 at the lower portion thereof, and the ring bit 6 is also struck at the same time as the inner bit 4. Even if the impact force of the adapter 12a is transmitted through the terminal joint 14, there are gaps between the outer pipe joint 15 and the terminal joint 14, and between the lower end of the outer pipe 3 and the ring bit 6, and the outer pipe 3 Since the outer tube 3 is vertically movable, no impact force is applied to the outer tube 3.
【0011】次に、アダプタ12aの回転力は、挿入穴
13とエキステンションロッド12の頭部との嵌合によ
ってエキステンションロッド12に伝えられ、更に内管
2と中押し継ぎ手部11を介してインナビット4に伝達
し、インナビット4は回転する。又、インナビット4の
回転は、インナビット4がリングビット6に係合するよ
うに挿入されているためインナビット4が回転するとリ
ングビット6も回転し、インナビット4とリングビット
6とによって回転掘削する。又、外管3の押し込みは、
回転打撃装置24を下方に移動させると、アダプタ12
aに押し込み力が作用し、エキステンションロッド1
2,内管2,中押し継ぎ手部11を介してインナビット
4を押圧する。又、アダプタ12aから端末継ぎ手1
4、その外管押し込み面17、外管継ぎ手15を介して
外管3を押し込む。又一部は内管2の下端に接続した中
押し継ぎ手部11の外管引っ張り面20が外管3の下部
の段部10を押圧し、外管3を下部で引張するように地
盤方向に押し付ける。Next, the rotational force of the adapter 12a is transmitted to the extension rod 12 by fitting the insertion hole 13 and the head of the extension rod 12, and furthermore, the inner force is transmitted through the inner pipe 2 and the middle push joint portion 11. The bit 4 is transmitted, and the inner bit 4 rotates. The inner bit 4 is rotated by the inner bit 4 and the ring bit 6 because the inner bit 4 is inserted so as to engage with the ring bit 6 when the inner bit 4 rotates. Excavate. Also, pushing the outer tube 3
When the rotary hitting device 24 is moved downward, the adapter 12
a pushing force acts on the extension rod 1
2. The inner bit 4 is pressed through the inner pipe 2 and the middle pressing joint portion 11. Also, the terminal fitting 1 is connected to the adapter 12a.
4. The outer tube 3 is pushed through the outer tube pushing surface 17 and the outer tube joint 15. Also, a part of the outer tube pulling surface 20 of the middle push joint portion 11 connected to the lower end of the inner tube 2 presses the lower step portion 10 of the outer tube 3 and presses the outer tube 3 in the ground direction so as to be pulled at the lower portion. .
【0012】ここで、リングビット6の雄ねじ部7と、
外管3の雌ねじ5とはねじの長さを越えて完全にねじ込
んでいるので、リングビット6が回転しても外管3を回
転させない。リングビット6は外管3に関係なく自由に
回転できる。又雌ねじ5と雄ねじ7とのねじの回転方向
は削孔回転と逆方向のねじ切りがなされているので、削
孔中にリングビット6が外管3から外れることがない。Here, the male thread portion 7 of the ring bit 6
Since the female screw 5 of the outer tube 3 is completely screwed beyond the length of the screw, the outer tube 3 is not rotated even if the ring bit 6 rotates. The ring bit 6 can rotate freely regardless of the outer tube 3. Further, since the screw of the female screw 5 and the male screw 7 is threaded in a direction opposite to the drilling rotation, the ring bit 6 does not come off the outer tube 3 during drilling.
【0013】[0013]
【発明の効果】本発明によれば、スライムを確実に且つ
スムーズに排出出来るので、スライムの排出スピードが
向上し、且つスライムがビット刃先面に溜りにくくな
り、掘削効率が大幅に向上した。請求項2記載の発明
は、排出路が複数あり、且つ溜り部が各排出路と連通状
態となるように形成されており、いずれかの排出路が万
一詰まったり、又は流れが悪くなった場合、他の排出路
を介して排出することが出来るので、スライムをスピー
ディーに且つ確実に排出出来、掘削効率の大幅な向上が
図れる。According to the present invention, the slime can be discharged reliably and smoothly, so that the speed of discharging the slime is improved, the slime is less likely to accumulate on the bit tip surface, and the excavation efficiency is greatly improved. In the invention according to claim 2, there are a plurality of discharge paths, and the reservoir is formed so as to be in communication with each of the discharge paths, and any one of the discharge paths is clogged or the flow becomes poor. In this case, since the slime can be discharged through another discharge path, the slime can be discharged quickly and reliably, and the excavation efficiency can be greatly improved.
【図1】本実施例の使用状態を示す説明図である。FIG. 1 is an explanatory diagram illustrating a use state of the present embodiment.
【図2】本実施例のボーリングロッドを掘削装置に装着
した状態を示す説明図である。FIG. 2 is an explanatory view showing a state in which the boring rod of the present embodiment is mounted on an excavator.
【図3】本実施例のボーリングロッドの縦断面図であ
る。FIG. 3 is a longitudinal sectional view of the boring rod of the present embodiment.
【図4】本実施例のビット刃先面を示す底面図である。FIG. 4 is a bottom view showing the bit tip surface of the embodiment.
【図5】本実施例での端末継ぎ手を示す一部切欠いた正
面図である。FIG. 5 is a partially cutaway front view showing a terminal joint in the embodiment.
【図6】図1でのA−A断面図である。FIG. 6 is a sectional view taken along the line AA in FIG.
【図7】図1でのB−B断面図である。FIG. 7 is a sectional view taken along the line BB in FIG. 1;
【符号の説明】 1 ボーリングロッド 2 内管 3 外管 4 インナビット 5 雌ねじ 6 リングビット 7 雄ねじ 8 段部 9 打撃面 10 段部 11 中押し継ぎ手部 12 エキステンションロッド 12a アダプタ 13 挿入穴 14 端末継ぎ手 15 外管継ぎ手 16 螺合部 17 外管押し込み面 18 螺合部 19 螺合部 20 外管引っ張り面 21 螺合部 22 ねじ隙間 23 連結部 24 回転打撃装置 25 ガイドセル 26 下部ガイド 27 スライド台 27a 連結部材 28 排出路 29 溜り部 30 スライム 30a 掘削片 31 ビット刃先面 32 空間[Description of Signs] 1 Boring rod 2 Inner tube 3 Outer tube 4 Inner bit 5 Female screw 6 Ring bit 7 Male screw 8 Step 9 Hitting surface 10 Step 11 Medium push joint 12 Extension rod 12a Adapter 13 Insertion hole 14 Terminal joint 15 Outer pipe joint 16 Threaded part 17 Outer pipe pushing surface 18 Threaded part 19 Threaded part 20 Outer pipe pulling surface 21 Threaded part 22 Thread gap 23 Connection part 24 Rotary hitting device 25 Guide cell 26 Lower guide 27 Slide base 27a Connection Member 28 Discharge path 29 Reservoir 30 Slime 30a Drilled piece 31 Bit edge 32 Space
フロントページの続き (56)参考文献 特開 平4−353189(JP,A) 特開 平8−42276(JP,A) 実開 平7−34089(JP,U) 実開 平7−42859(JP,U) 実開 平4−92092(JP,U) (58)調査した分野(Int.Cl.7,DB名) E21B 17/00 E21B 4/06 E21C 1/12 E21D 9/04 Continuation of the front page (56) References JP-A-4-353189 (JP, A) JP-A-8-42276 (JP, A) JP-A 7-34089 (JP, U) JP-A 7-42859 (JP, A) , U) Japanese Utility Model Application Hei 4-92092 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E21B 17/00 E21B 4/06 E21C 1/12 E21D 9/04
Claims (2)
該内筒との間にスライムの排出の空間を形成した二重管
構造とし、前記内管の下端にビットを連結し、前記ビッ
トの外周面を下端から上端にかけて縦方向に細長く陥凹
して前記外筒と前記内筒との間の空間に連通するスライ
ムの排出路を形成したボーリングロッドにおいて、 同排出路の途中にリング状に陥凹した溜り部を形成し、
前記排出路の途中に前記溜り部を設けることでスライム
の排出を円滑に出来るようしたことを特徴とするボーリ
ングロッド。1. A double pipe structure in which an inner cylinder is inserted into an outer cylinder and a space for discharging slime is formed between the outer cylinder and the inner cylinder, and a bit is connected to a lower end of the inner pipe. A boring rod having a longitudinally recessed outer peripheral surface of the bit extending from a lower end to an upper end to form a slime discharge passage communicating with a space between the outer cylinder and the inner cylinder; Form a ring-shaped recessed part in the middle,
A boring rod, characterized in that the slime can be smoothly discharged by providing the pool portion in the middle of the discharge path.
連通するようにビットの外周面をリング状に陥凹させて
溜り部を形成した請求項1記載のボーリングロッド。2. The boring rod according to claim 1, wherein a plurality of discharge paths are provided, and the pool is formed by recessing the outer peripheral surface of the bit into a ring shape so that the pool communicates with each discharge path.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP05388797A JP3193985B2 (en) | 1997-02-21 | 1997-02-21 | Boring rod |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP05388797A JP3193985B2 (en) | 1997-02-21 | 1997-02-21 | Boring rod |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10238268A JPH10238268A (en) | 1998-09-08 |
| JP3193985B2 true JP3193985B2 (en) | 2001-07-30 |
Family
ID=12955250
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP05388797A Expired - Lifetime JP3193985B2 (en) | 1997-02-21 | 1997-02-21 | Boring rod |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3193985B2 (en) |
-
1997
- 1997-02-21 JP JP05388797A patent/JP3193985B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH10238268A (en) | 1998-09-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US6789635B2 (en) | Drill bit for directional drilling in cobble formations | |
| EP1339939B1 (en) | A drilling tool used in horizontal drilling applications | |
| US9611696B2 (en) | Directional drill hammer pullback device | |
| US20020112894A1 (en) | Bit for horizontal boring | |
| JP3248091B2 (en) | Double pipe perforator | |
| US6435288B1 (en) | Rock drill bit | |
| JP4475497B2 (en) | Self-drilling lock bolt and self-drilling lock bolt construction method | |
| JP3193985B2 (en) | Boring rod | |
| JP2958473B2 (en) | Boring rod | |
| JP2580947B2 (en) | Drilling rig | |
| JPH1162453A (en) | System for effective use of down-the-hole drill | |
| JP3859639B2 (en) | Swivel excavator and ground improvement method | |
| CN2298338Y (en) | Drilling for construction in clayed layer large tube shed | |
| CA2194079C (en) | Methods and apparatus for directionally drilling a bore and placing pipe | |
| KR100972020B1 (en) | Ground drilling machine | |
| JP2530792B2 (en) | Drilling rig | |
| JP2535470Y2 (en) | Boring rod | |
| CN216691083U (en) | Small catheter device | |
| JPH0742859U (en) | Bowling rod | |
| JPH06264435A (en) | Cement milk injection type down-hole hammer | |
| US12037903B2 (en) | Drill assembly and method of using same | |
| JPH07116900B2 (en) | Modified boring equipment | |
| JP3568844B2 (en) | Excavator and buried pipe | |
| KR200419260Y1 (en) | Bits for Conduit Propulsion | |
| CN101010482B (en) | Excavating tool and steel pipe forepoling method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080601 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090601 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090601 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100601 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110601 Year of fee payment: 10 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120601 Year of fee payment: 11 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120601 Year of fee payment: 11 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130601 Year of fee payment: 12 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130601 Year of fee payment: 12 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140601 Year of fee payment: 13 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| EXPY | Cancellation because of completion of term |