JPH0552082A - Boring method for conical hole bottom, conical strain gauge, and inserting tool for conical strain gauge - Google Patents
Boring method for conical hole bottom, conical strain gauge, and inserting tool for conical strain gaugeInfo
- Publication number
- JPH0552082A JPH0552082A JP21512591A JP21512591A JPH0552082A JP H0552082 A JPH0552082 A JP H0552082A JP 21512591 A JP21512591 A JP 21512591A JP 21512591 A JP21512591 A JP 21512591A JP H0552082 A JPH0552082 A JP H0552082A
- Authority
- JP
- Japan
- Prior art keywords
- bit
- conical
- hole
- core barrel
- strain gauge
- 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)
- Measurement Of Length, Angles, Or The Like Using Electric Or Magnetic Means (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、岩盤に円錐孔底を穿孔
する円錐孔底穿孔工法、円錐型ひずみゲージおよび円錐
型ひずみゲージの挿入工具に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a conical hole bottom boring method for boring a conical hole bottom in a rock mass, a conical strain gauge, and a conical strain gauge insertion tool.
【0002】[0002]
【従来の技術】本来、岩盤ボーリングは、岩石コアを採
取して地質状態を確認したり、また穿孔したボーリング
孔をグラウチング孔やロックアンカー孔、水抜き孔ある
いは各種試験孔として利用している。岩盤ボーリングは
上記のものに利用しているため、ボーリング孔底を円錐
形にする必要がなく、孔底を円錐形に穿孔する工法は存
在してない。2. Description of the Related Art Originally, in rock drilling, rock cores are sampled to check the geological condition, and bored holes are used as grouting holes, rock anchor holes, drain holes or various test holes. Since the bedrock boring is used for the above-mentioned thing, it is not necessary to make the bottom of the boring hole into a conical shape, and there is no method for boring the bottom of the hole into a conical shape.
【0003】ところで、近年、岩盤の初期応力状態を調
べるために、種々の測定法が提案されてきた。そのなか
でも、初期応力の存在する地山に穿孔し、その孔底にひ
ずみゲージを接着した後、オーバーコアリングを行って
地山初期応力を解放する際に生じる解放ひずみを計測す
ることにより、逆に地山初期応力を推定する応力解放法
は、信頼できる方法として用いられている。しかし、ド
アーストッパー型の孔底ひずみゲージ法は、孔軸方向の
ひずみ感度が悪い上に少なくとも3方向の孔を必要とす
る欠点がある。By the way, in recent years, various measuring methods have been proposed in order to investigate the initial stress state of rock mass. Among them, by drilling in the ground where the initial stress exists, after adhering the strain gauge to the bottom of the hole, by measuring the release strain that occurs when the natural stress is released by performing overcoring, On the contrary, the stress release method, which estimates the initial stress of natural ground, is used as a reliable method. However, the door stopper type hole bottom strain gauge method has the drawback that the strain sensitivity in the hole axis direction is poor and that holes in at least three directions are required.
【0004】[0004]
【発明が解決しようとする課題】円錐型ひずみゲージを
用いた初期応力測定は、ドアーストッパー型を改良し円
錐形状の孔底にひずみゲージを接着して、オーバーコア
リングを行うことによって解放されたひずみ (解放ひず
み)から1孔のみを用いて初期応力状態を高精度で推定
する方法である。The initial stress measurement using the conical strain gauge was released by improving the door stopper type and adhering the strain gauge to the bottom of the conical hole and performing overcoring. It is a method to estimate the initial stress state with high accuracy using only one hole from strain (release strain).
【0005】この場合、ボーリング孔の先端を円錐形に
穿孔する必要があり、またこの円錐面に12成分のひずみ
ゲージを所定の位置に精度よく接着する必要がある。In this case, it is necessary to drill the tip of the boring hole into a conical shape, and it is also necessary to accurately bond a 12-component strain gauge to a predetermined position on this conical surface.
【0006】[0006]
【課題を解決するための手段および作用】そこで、本発
明は、上記の課題を解決したものである。第1発明は、
岩盤のボーリング孔先端に円錐孔底を穿孔する工法であ
る。これは、岩盤ボーリング用ビットを組合わせ、さら
にパイロットビットとテーパービットの先端切削工具を
開発して、ボーリングマシンで先端切削工具を順次使用
して円錐孔底をボーリング孔に形成する工法である。Therefore, the present invention has solved the above problems. The first invention is
This is a method of drilling the bottom of a conical hole at the tip of a boring hole in rock. This is a method of combining a rock drilling bit, developing a tip cutting tool for a pilot bit and a taper bit, and sequentially using the tip cutting tool in a boring machine to form the bottom of a conical hole into a boring hole.
【0007】第2発明は、ボーリングによって形成した
円錐孔底面に12成分のひずみゲージを所定の位置に精度
よく接着するための円錐型ひずみゲージを開発するもの
である。これは、円錐孔底と同形で岩盤の弾性係数より
小さい材質の円錐台形体である。第3発明は、円錐型ひ
ずみゲージを該当箇所に正確に接着するため、回転角を
検知しながら、ボーリング孔センタより挿入するもので
あり、円錐型ひずみゲージ接着後は本挿入工具を回収す
るものである。The second invention is to develop a conical strain gauge for precisely adhering a 12-component strain gauge to a predetermined position on the bottom surface of a conical hole formed by boring. This is a truncated cone with the same shape as the bottom of the conical hole and a material smaller than the elastic modulus of the rock mass. The third aspect of the invention is to insert the conical strain gauge from the center of the boring hole while detecting the rotation angle in order to accurately bond the conical strain gauge to the relevant place. After the conical strain gauge is bonded, this insertion tool is collected. Is.
【0008】[0008]
【実施例】次に、本発明を添付する図面に示す具体的な
実施例により詳細に説明する。まず、図1にボーリング
の概要を示す。ボーリング機66には、スピンドル67を介
してロッド68が設けられ、ロッド68の先端にコアチュー
ブヘッド69が取付けられ、さらにコアチューブ1を介し
て外径76mmのダイアモンドコアバーレルビット3が設け
られ、一方、スピンドル67の他端側にはウォータースイ
ベル70を介在させてホース71を連結し、穿孔部分に水が
供給できるようになっている。ロッド68を回転し岩盤R
に進入させ穿孔し孔底10を形成し、後退させてコアチュ
ーブ1内にはコアCを採取する。The present invention will now be described in detail with reference to specific examples shown in the accompanying drawings. First, FIG. 1 shows an outline of boring. The boring machine 66 is provided with a rod 68 via a spindle 67, a core tube head 69 is attached to the tip of the rod 68, and a diamond core barrel bit 3 having an outer diameter of 76 mm is provided via the core tube 1. On the other hand, a water swivel 70 is interposed at the other end of the spindle 67 to connect a hose 71 so that water can be supplied to the perforated portion. Rock 68 by rotating rod 68
To form a hole bottom 10 and retreat to collect the core C in the core tube 1.
【0009】図2〜図5に第1発明の先端切削工具と円
錐孔底穿孔工法を示す。図2に示すように、コアチュー
ブ1の先端に外径76mmの円筒状のダイアモンドコアバー
レルビッド3を取付けて、岩盤Rに所定の位置まで穿孔
する。なお、穿孔の孔底は符号10で示す。次に、図3に
示すように、コアチューブ1の先端にカップリング2を
介して外径76mmのダイアモンドコアバーレルビット3よ
り小径の外径が56mmのダイアモンドコアバーレルビット
4を、ダイアモンドコアバーレルビット3の内側に配置
し同心でかつ突出させてカップリング2に取付け組合せ
ビットとして、前記穿孔の孔底10をさらに 1.8cm穿孔す
る。新たに形成された孔底を符号20で示す。2 to 5 show a tip cutting tool and a conical hole bottom boring method of the first invention. As shown in FIG. 2, a cylindrical diamond core barrel 3 having an outer diameter of 76 mm is attached to the tip of the core tube 1, and the rock R is drilled to a predetermined position. In addition, the hole bottom of the hole is shown by reference numeral 10. Next, as shown in FIG. 3, a diamond core barrel bit 4 having an outer diameter of 56 mm, which is smaller than the diamond core barrel bit 3 having an outer diameter of 76 mm, is attached to the tip of the core tube 1 via a coupling 2 and a diamond core barrel bit. 3 is placed inside 3 and concentrically and projectingly attached to the coupling 2 as a combined bit, the hole bottom 10 of said hole is further drilled by 1.8 cm. The newly formed hole bottom is designated by the reference numeral 20.
【0010】続いて、図4に示すように、外径56mmのダ
イアモンドコアバーレルビット4に替えて、外径がダイ
アモンドコアバーレルビット4と同径のパイロットビッ
ト5をダイアモンドコアバーレルビット3の内側に配置
し同心でかつ突出させてカップリング3に取付け組合せ
ビットとして、前記穿孔の孔底20をさらに 3.2cm穿孔す
る。新たに形成された孔底を符号30で示す。Subsequently, as shown in FIG. 4, a diamond core barrel bit 4 having an outer diameter of 56 mm is replaced with a pilot bit 5 having an outer diameter equal to that of the diamond core barrel bit 4 inside the diamond core barrel bit 3. Arranged concentrically and projectingly attached to the coupling 3 as a combined bit, the hole bottom 20 of said hole is drilled a further 3.2 cm. The newly formed hole bottom is shown at 30.
【0011】引き続いて、図5に示すように、前記外径
56mmのパイロットビット5に替えて、外径がパイロット
ビット5と頂角が60°の同径のテーパービット6をダイ
アモンドコアバーレルビット3の内側に配置し、同心で
かつ突出させてカップリング2に取付け組合せビットと
して、前記穿孔の孔底30をさらに 0.5cm穿孔する。新た
に形成された孔底を符号40で示す。このようにして孔底
を円錐に形成する。Subsequently, as shown in FIG.
In place of the 56mm pilot bit 5, a pilot bit 5 with an outer diameter of 60 ° and a taper bit 6 of the same diameter with an apex angle of 60 ° are placed inside the diamond core barrel bit 3 and are concentrically projected to form the coupling 2. As a mounting combination bit, the hole bottom 30 of said hole is drilled an additional 0.5 cm. The bottom of the newly formed hole is shown at 40. In this way, the bottom of the hole is formed into a cone.
【0012】図6〜図8に本発明の円錐型ひずみゲージ
とその挿入工具を示す。円錐型ひずみゲージの前部は、
エポキシ樹脂の円錐台形体51であり、後部は同材質で円
筒状の筒体52を合体したものである。円錐台形体51の外
側周面には等間隔で6枚のひずみゲージ53を固定してあ
り、円錐台形体51の頂角はボーリングによって穿孔した
孔底の円錐形と同じ60°とし、外径は孔径56mmより小さ
い54mmとし、先端部から筒体52の基端に抜けるエア抜き
孔54を設ける。6 to 8 show a conical strain gauge of the present invention and a tool for inserting the same. The front of the conical strain gauge is
It is a truncated cone 51 made of epoxy resin, and the rear part is formed by uniting a cylindrical tube 52 made of the same material. Six strain gauges 53 are fixed to the outer peripheral surface of the truncated cone 51 at equal intervals, and the apex angle of the truncated cone 51 is 60 °, which is the same as the cone shape of the hole bottom drilled by boring, and the outer diameter. Has a hole diameter of 54 mm, which is smaller than 56 mm, and is provided with an air bleeding hole 54 extending from the distal end portion to the base end of the cylindrical body 52.
【0013】筒体52内部には、ひずみゲージ53のリード
線55を36心コードとし、また挿入工具56とジョイントす
るソケット57を基端面側に埋設する。円錐型ひずみゲー
ジの挿入工具56は、ボーリング孔先端の円錐孔底まで円
錐型ひずみゲージを挿入しさらに接着した後、挿入工具
56を回収するために先端にソケット58を設ける。Inside the cylindrical body 52, the lead wire 55 of the strain gauge 53 is a 36-core cord, and a socket 57 that is jointed with the insertion tool 56 is embedded on the base end face side. The conical strain gauge insertion tool 56 is the insertion tool after the conical strain gauge is inserted to the bottom of the conical hole at the tip of the boring hole and further bonded.
A socket 58 is provided at the tip for collecting 56.
【0014】円錐型ひずみゲージが正しく挿入されてい
るか確認するために防水性の鉄製容器59内に回転角感知
器60を設ける。円錐型ひずみゲージの周囲に接着剤を塗
布するために挿入時に円錐型ひずみゲージは、ボーリン
グ孔壁に触れてはならない。また、ボーリング孔先端の
同心円に穿孔された円錐孔底部にスムーズに挿入するた
めに、センターホール保持機構として左右下の3方向の
センターホール保持羽根61を設ける。A rotation angle sensor 60 is provided in a waterproof iron container 59 to confirm that the conical strain gauge is properly inserted. The conical strain gauge must not touch the borehole wall during insertion to apply adhesive around the conical strain gauge. Further, in order to smoothly insert into the bottom of the conical hole formed in the concentric circle at the tip of the boring hole, center hole holding blades 61 in the lower left and right three directions are provided as a center hole holding mechanism.
【0015】[0015]
【発明の効果】第1発明は、上記のような構成で、ボー
リング孔底に円錐形状をダブルチューブコアバーレール
用ビットとの組合わせ工具によって、ボーリング孔の同
心位置に穿孔することが可能である。第2発明は、エポ
キシ樹脂性の円錐台形体の外側表面に等間隔で円周方向
6箇所に貼付されたひずみゲージにより母線方向および
円周方向の2成分合計12成分のひずみ計測ができる。ま
た、円錐台形体の先端部から空気と接着剤を空気抜き孔
より排出でき、さらに、円錐型ひずみゲージを円錐孔底
の所定位置に接着することが可能である。According to the first aspect of the present invention, the conical shape at the bottom of the boring hole can be bored at the concentric position of the boring hole by the combination tool with the double tube core bar rail bit. is there. The second aspect of the present invention is capable of measuring strains of a total of 12 components in two directions in the generatrix direction and the circumferential direction by using strain gauges attached at six positions in the circumferential direction at equal intervals on the outer surface of the truncated cone shape made of epoxy resin. Further, the air and the adhesive can be discharged through the air vent hole from the tip of the truncated cone, and the conical strain gauge can be bonded to a predetermined position on the bottom of the conical hole.
【0016】第3発明は、回転角感知器、センターホー
ル保持羽根および挿入工具からなり、円錐型ひずみゲー
ジをボーリング孔の中心位置からゲージの回転角を検知
しながら挿入することができ、円錐型ひずみゲージを円
錐孔底に接着後はソケット機構により挿入工具を回収す
ることができる。A third aspect of the present invention comprises a rotation angle sensor, a center hole holding blade, and an insertion tool. A conical strain gauge can be inserted while detecting the rotation angle of the gauge from the center position of the boring hole. After bonding the strain gauge to the bottom of the conical hole, the insertion tool can be collected by the socket mechanism.
【図1】ボーリングの概要を説明する縦断面図である。FIG. 1 is a vertical cross-sectional view illustrating the outline of boring.
【図2】本発明の先端切削工具と円錐孔底穿孔工法を示
す図で、円筒状のダイアモンドコアバーレルビットで岩
盤に穿孔した状態を示す縦断面図である。FIG. 2 is a view showing a tip cutting tool and a conical hole bottom drilling method of the present invention, and is a vertical cross-sectional view showing a state where a rock is drilled with a cylindrical diamond core barrel bit.
【図3】本発明の先端切削工具と円錐孔底穿孔工法を示
す図で、ダイアモンドコアバーレルビットと小径のダイ
アモンドコアバーレルビットとの組合せビットにより岩
盤に穿孔した状態を示す縦断面図である。FIG. 3 is a view showing a tip cutting tool and a conical hole bottom drilling method of the present invention, and is a vertical cross-sectional view showing a state where a rock is drilled by a combination bit of a diamond core barrel bit and a small diameter diamond core barrel bit.
【図4】本発明の先端切削工具と円錐孔底穿孔工法を示
す図で、ダイアモンドコアバーレルビットとパイロット
ビットとの組合せビットにより岩盤に穿孔した状態を示
す縦断面図である。FIG. 4 is a view showing a tip cutting tool and a conical hole bottom drilling method of the present invention, and is a vertical cross-sectional view showing a state where a rock is drilled by a combination bit of a diamond core barrel bit and a pilot bit.
【図5】本発明の先端切削工具と円錐孔底穿孔工法を示
す図で、ダイアモンドコアバーレルビットとテーパービ
ットとの組合せビットにより岩盤に穿孔した状態を示す
縦断面図である。FIG. 5 is a view showing a tip cutting tool and a conical hole bottom drilling method of the present invention, and is a vertical cross-sectional view showing a state where a rock is drilled by a combination bit of a diamond core barrel bit and a taper bit.
【図6】本発明の円錐型ひずみゲージの右側面図であ
る。FIG. 6 is a right side view of the conical strain gauge of the present invention.
【図7】図6の正面図である。FIG. 7 is a front view of FIG.
【図8】本発明の挿入工具の縦断面図である。FIG. 8 is a vertical sectional view of the insertion tool of the present invention.
1…コアチューブ 2…カップリング 3…コアバーレルビット 4…小径のコアバーレルビット 5…パイロットビット 6…円錐型テーパービット 10・20・30・40…孔底 R…岩盤 C…コア 66…ボーリング機 67…スピンドル 68…ロッド 69…コアチューブヘッド 70…ウォータースイベル 71…ホース 51…円錐台形体 52…筒体(シリンダ) 53…ひずみゲージ 54…エア抜き孔 55…リード線 56…挿入工具(ベビーロッド) 57…ソケット 58…ソケット 59…鉄製容器 60…回転角感知器 61…センターホール保持羽根 1 ... Core tube 2 ... Coupling 3 ... Core barrel bit 4 ... Small core barrel bit 5 ... Pilot bit 6 ... Conical taper bit 10/20/30/40 ... Hole bottom R ... Rock C ... Core 66 ... Boring machine 67… Spindle 68… Rod 69… Core tube head 70… Water swivel 71… Hose 51… Cone trap 52… Cylindrical body (cylinder) 53… Strain gauge 54… Air vent hole 55… Lead wire 56… Insert tool (baby rod) ) 57… Socket 58… Socket 59… Iron container 60… Rotation angle sensor 61… Center hole holding blade
───────────────────────────────────────────────────── フロントページの続き (72)発明者 森下 厚徳 大阪市北区本庄東2丁目9番18号 関電興 業株式会社内 (72)発明者 鎗山 隆 大阪市北区本庄東2丁目9番18号 関電興 業株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Atsunori Morishita 2-9-18 Honjo Higashi, Kita-ku, Osaka City KANDEN Kogyo Co., Ltd. (72) Inventor Takashi Kariyama 2-9 Honjo Higashi, Kita-ku, Osaka No. 18 inside KANDEN Kogyo Co., Ltd.
Claims (3)
のコアバーレルビットを取付けて所定の位置まで穿孔
し、前記コアバーレルビットとコアバーレルビットより
小径のコアバーレルビットを同心でかつ突出させてカッ
プリングを介して組合せビットとして前記穿孔の孔底を
所定の位置まで穿孔し、小径のコアバーレルビットに替
えて小径のコアバーレルビットと同径のパイロットビッ
トを同心でかつ突出させてカップリングに取付けて組合
せビットとして前記孔底を所定の位置まで穿孔し、パイ
ロットビットに替えて大径部分が前記小径のコアバーレ
ルビットと同径のテーパービットを同心でかつ突出させ
てカップリングに取付けて組合せビットとして前記孔底
を所定の位置まで穿孔して孔底を円錐形に穿孔する円錐
孔底穿孔工法。1. A cylindrical core barrel bit having a required outer diameter is attached to the tip of a core tube and is drilled to a predetermined position, and the core barrel bit and a core barrel bit having a diameter smaller than that of the core barrel bit are concentrically projected. As a combination bit via a coupling, the hole bottom of the hole is drilled to a predetermined position, and a small-diameter core barrel bit is replaced with a small-diameter core barrel bit and a pilot bit of the same diameter so as to project concentrically with each other. As a combination bit, drill the bottom of the hole to a predetermined position, replace the pilot bit and attach a taper bit concentric and protruding with a large-diameter portion to the core barrel bit of the small diameter to the coupling. A conical hole bottom boring method for boring the hole bottom to a predetermined position as a combination bit and conically boring the hole bottom.
分した位置に母線方向と円周方向の2成分を持つクロス
ゲージをモールドした円錐型ひずみゲージ。2. A conical strain gauge in which a cross gauge having two components of a generatrix direction and a circumferential direction is molded at a position where the circumferential direction of the outer surface of the truncated cone is divided into six equal parts.
ジをボーリング孔の円錐孔底に挿入する円錐型ひずみゲ
ージの挿入工具であって、先端を円錐型ひずみゲージと
係合したり離脱できるように構成し、かつ中間部にボー
リング孔のセンターに保持するセンターホール保持羽根
を設け、回転角感知器を備えた円錐型ひずみゲージの挿
入工具。3. A conical strain gauge insertion tool for inserting a conical strain gauge molded with a gauge into the bottom of a conical hole of a boring hole, the tip of which can be engaged with or disengaged from the conical strain gauge. In addition, a conical strain gauge insertion tool equipped with a center hole holding blade that holds the center hole of the boring hole in the middle and equipped with a rotation angle sensor.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21512591A JPH0737759B2 (en) | 1991-08-27 | 1991-08-27 | Conical hole bottom drilling method, conical strain gauge and insertion tool for conical strain gauge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21512591A JPH0737759B2 (en) | 1991-08-27 | 1991-08-27 | Conical hole bottom drilling method, conical strain gauge and insertion tool for conical strain gauge |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0552082A true JPH0552082A (en) | 1993-03-02 |
JPH0737759B2 JPH0737759B2 (en) | 1995-04-26 |
Family
ID=16667145
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP21512591A Expired - Lifetime JPH0737759B2 (en) | 1991-08-27 | 1991-08-27 | Conical hole bottom drilling method, conical strain gauge and insertion tool for conical strain gauge |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0737759B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009192319A (en) * | 2008-02-13 | 2009-08-27 | Taiheiyo Cement Corp | Buried type strain meter |
JP2010060490A (en) * | 2008-09-05 | 2010-03-18 | Tokyo Electric Power Services Co Ltd | Stress measurement method of concrete structure |
CN112227959A (en) * | 2020-10-09 | 2021-01-15 | 江苏刘一刀精密机械有限公司 | Drill bit with self-lubricating protection function |
-
1991
- 1991-08-27 JP JP21512591A patent/JPH0737759B2/en not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009192319A (en) * | 2008-02-13 | 2009-08-27 | Taiheiyo Cement Corp | Buried type strain meter |
JP2010060490A (en) * | 2008-09-05 | 2010-03-18 | Tokyo Electric Power Services Co Ltd | Stress measurement method of concrete structure |
CN112227959A (en) * | 2020-10-09 | 2021-01-15 | 江苏刘一刀精密机械有限公司 | Drill bit with self-lubricating protection function |
CN112227959B (en) * | 2020-10-09 | 2023-09-22 | 江苏刘一刀精密机械有限公司 | Drill bit with self-lubricating protection function |
Also Published As
Publication number | Publication date |
---|---|
JPH0737759B2 (en) | 1995-04-26 |
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