JP3225027B2 - Drilling head - Google Patents

Drilling head

Info

Publication number
JP3225027B2
JP3225027B2 JP10623699A JP10623699A JP3225027B2 JP 3225027 B2 JP3225027 B2 JP 3225027B2 JP 10623699 A JP10623699 A JP 10623699A JP 10623699 A JP10623699 A JP 10623699A JP 3225027 B2 JP3225027 B2 JP 3225027B2
Authority
JP
Japan
Prior art keywords
diameter blade
enlarged
hole
blade
inner cylinder
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 - Fee Related
Application number
JP10623699A
Other languages
Japanese (ja)
Other versions
JP2000297587A (en
Inventor
和男 駒澤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NIHON BASE CO.,LTD.
Asahi Kasei Corp
Original Assignee
NIHON BASE CO.,LTD.
Asahi Kasei Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by NIHON BASE CO.,LTD., Asahi Kasei Corp filed Critical NIHON BASE CO.,LTD.
Priority to JP10623699A priority Critical patent/JP3225027B2/en
Publication of JP2000297587A publication Critical patent/JP2000297587A/en
Application granted granted Critical
Publication of JP3225027B2 publication Critical patent/JP3225027B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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】この発明はアースオーガ等の
駆動シャフトの下端部に連結して正回転により地中孔を
掘削し、逆回転により拡径刃を開閉する掘削ヘッドに関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an excavating head connected to the lower end of a drive shaft such as an earth auger for excavating an underground hole by forward rotation and opening and closing a diameter-enlarging blade by reverse rotation.

【0002】[0002]

【従来の技術】地中孔を掘削するアースオーガは、駆動
シャフトに螺旋状羽根を巻き付けるとともに、螺旋羽根
の最下端部に掘削ビットを取付けて、駆動シャフトの軸
中心で回転させることにより、正回転にて地中孔を掘削
し、掘削土砂を螺旋状羽根で駆動シャフトに沿い上昇さ
せて地上に搬送する地中孔掘削機械である。
2. Description of the Related Art An earth auger for excavating an underground hole is formed by winding a spiral blade around a drive shaft, attaching a drill bit to the lowermost end of the spiral blade, and rotating the drill bit around the axis of the drive shaft. This is an underground hole excavation machine that excavates an underground hole by rotation, lifts excavated earth and sand along a drive shaft with a spiral blade, and transports the excavated earth to the ground.

【0003】このアースオーガは掘削ビットを取り付け
た螺旋羽根の半径内の地中孔を穿設するだけのもので、
地中孔の最下端部付近を拡径していわゆる球根部を形成
することはできないことは知られている。球根部を有す
る地中孔を穿設するには、所定径の地中孔を予め穿設し
た後、地中孔内の掘削ヘッドの一部を半径方向の外方へ
突出させて再び掘削を開始する、というような施工手順
を備えた拡径孔掘削機又は装置が知られている。
[0003] This earth auger is only for drilling an underground hole within the radius of the spiral blade with the drill bit.
It is known that the so-called bulb portion cannot be formed by expanding the diameter near the lowermost end of the underground hole. In order to drill an underground hole having a bulb portion, after drilling an underground hole having a predetermined diameter in advance, a part of the drilling head in the underground hole is projected outward in the radial direction to perform drilling again. Expanding hole excavators or devices with an installation procedure such as starting are known.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、拡径孔
掘削機又は装置は、掘削ヘッドが大型化し、かつ、複雑
化する傾向にあるために、アースオーガで掘削する程度
の半径の地中孔の下端部付近を拡径掘削して所謂球根部
を作成するには不向きである。
However, since the drilling head tends to be large and complicated, the drilling hole drilling machine or the drilling machine has an underground hole having a radius enough to drill with an earth auger. This method is not suitable for creating a so-called bulb by excavating the vicinity of the lower end.

【0005】そこで、この発明は、アースオーガで掘削
する一定径の地中孔の最下端部に、球根部としての拡径
孔が形成できるようにすることを目的としている。
Accordingly, an object of the present invention is to make it possible to form a diameter-enlarged hole as a bulb at the lowermost end of a ground hole having a constant diameter excavated by an earth auger.

【0006】[0006]

【課題を解決するための手段】この発明にかかる掘削ヘ
ッドは、請求項1によれば、アースオーガ等の駆動シャ
フトの下端部に連結して正回転により地中孔を掘削し、
逆回転で拡径刃を回動させて正回転で引き上げながら地
中孔内壁に食い込ませ開閉する掘削ヘッドであって、該
掘削ヘッドは、前記駆動シャフトの下端部に直接又は間
接に連結固定する外筒体と、該外筒体内に同軸嵌合して
所定角度内を回動可能な内筒体と、該内筒体に前記外筒
体の下端部付近で上下に離間し固定されて欠円部を有す
る一対のフランジ部からなるガイド体と、該フランジ部
間において前記内筒体に回動可能に遊嵌して前記拡径刃
を上下方向へ回動可能に軸着したカラー体と、前記フラ
ンジ部と接触して前記外筒体の下端部に連結固定された
カム板と、該カム板に形成したカム部を摺接してその端
部に形成した突起部と当接可能な前記拡径刃の回動基部
と、該回動基部に当接して前記駆動シャフトの正回転を
前記カラー体に伝達するために前記ガイド体に設けたス
イベルストッパーと、前記拡径刃の起立位置決め手段
と、及び、前記外筒体と内筒体にそれぞれ巻き付け固定
された螺旋状羽根とからなることを特徴とする。
According to a first aspect of the present invention, an excavating head is connected to a lower end of a drive shaft such as an earth auger to excavate an underground hole by forward rotation.
A drilling head that opens and closes by rotating a diameter-enlarging blade in a reverse rotation and pulling up in a forward rotation to bite into an inner wall of an underground hole, and the drilling head is directly or indirectly connected and fixed to a lower end portion of the drive shaft. An outer cylinder, an inner cylinder coaxially fitted into the outer cylinder, and rotatable within a predetermined angle; and an upper cylinder, which is vertically separated and fixed to the inner cylinder near a lower end of the outer cylinder. A guide body comprising a pair of flanges having a circular portion, and a collar body rotatably loosely fitted to the inner cylinder body between the flange portions and axially pivotally mounting the enlarged blade in the vertical direction. A cam plate which is in contact with the flange portion and is connected and fixed to a lower end portion of the outer cylindrical body; and a cam portion formed on the cam plate is slidably contacted with a projection formed on the end portion thereof. A rotating base of the enlarged-diameter blade and a forward rotation of the drive shaft abutting on the rotating base to be transmitted to the collar body; A swivel stopper provided on the guide body, an upright positioning means for the enlarged-diameter blade, and spiral blades wound around and fixed to the outer cylinder and the inner cylinder, respectively. .

【0007】請求項2によれば、拡径刃の起立位置決め
手段は、前記拡径刃の回動基部を回動可能に軸支する拡
径刃ブラケットを前記カラー体に設け、前記拡径刃が前
記筒体とほぼ平行に起立した状態で、前記回動基部と前
記拡径刃ブラケットとを連通して穿設された透孔と、そ
の透孔に予め挿通されて所定荷重の負荷で変形可能な針
金とからなることを特徴とする。
According to a second aspect of the present invention, the means for positioning the enlarged diameter blade is provided with an enlarged diameter blade bracket for rotatably supporting a rotating base portion of the enlarged diameter blade on the collar body. Is erected substantially parallel to the cylindrical body, and a through-hole is formed through the rotating base and the enlarged-diameter blade bracket. The through-hole is previously inserted into the through-hole and deformed under a load of a predetermined load. And a possible wire.

【0008】したがって、駆動シャフトの正回転により
所定径の地中孔を掘削し、逆回転により拡径刃を開いて
拡径孔を掘削した後、駆動シャフトを逆回転させながら
拡径孔内に掘削ヘッドを引き上げると拡径刃が回動して
垂下し、その掘削ヘッドを正回転しながら地中孔を経て
地上に引き上げることができる。
Accordingly, the underground hole of a predetermined diameter is excavated by the forward rotation of the drive shaft, and the enlarged blade is opened by the reverse rotation to excavate the enlarged hole. When the excavating head is lifted, the diameter-enlarging blade rotates and hangs down, and the excavating head can be lifted to the ground via a ground hole while rotating forward.

【0009】[0009]

【発明の実施の形態】以下この発明の実施の形態を図に
基づき説明する。図1から図3に示すように、掘削ヘッ
ド1は、アースオーガ等の駆動シャフト2の下端部を取
付け取り外し可能に上端部に結合する外筒体3と、外筒
体3内に同軸嵌合して回動可能な内筒体4と、外筒体3
の下端部付近の内筒体4に固定したガイド体5と、該ガ
イド体5内で内筒体4に遊嵌して回動可能なカラー体6
と、カラー体6に上下方向へ回動可能に軸着した拡径刃
7と、外筒体3と内筒体4の外周部にそれぞれ一連とな
るように軸方向へ巻き付けられた螺旋状羽根8a,8b
とを有する。この螺旋状羽根8a,8bは、拡径刃7,
7が外筒体3及び内筒体4とほぼ平行な上方及び下方へ
回動する場合に支障を生じないように配設されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings. As shown in FIGS. 1 to 3, the excavating head 1 includes an outer cylindrical body 3 having a lower end portion of a drive shaft 2 such as an earth auger, which is detachably coupled to an upper end portion, and a coaxial fitting within the outer cylindrical body 3. Inner cylinder 4 and outer cylinder 3
A guide body 5 fixed to the inner cylinder body 4 near the lower end thereof, and a collar body 6 rotatably fitted to the inner cylinder body 4 within the guide body 5 and rotatable.
And a large-diameter blade 7 pivotally mounted on the collar body 6 so as to be rotatable in the vertical direction, and a spiral blade wound around the outer peripheral portions of the outer cylindrical body 3 and the inner cylindrical body 4 in a series. 8a, 8b
And The spiral blades 8a, 8b
7 is arranged so as not to cause any trouble when rotating upward and downward substantially parallel to the outer cylinder 3 and the inner cylinder 4.

【0010】外筒体3は、上端部に連結用フランジ部1
0を結合してその連結用フランジ部10に駆動シャフト
2を嵌合する連結用ブロック11をボルトナット(図示
略)にて結合し、外周部に螺旋状羽根8aを巻付けて固
定し、下端部にカム板12を結合してある。カム板12
は、図3に示すように、外筒体3を中心として直径方向
で相対向する部位に突起部14,14を半径方向へ突設
し、その突起部14から左回りの方向へ円弧状張出部1
5と回動基部押圧部13を形成した一枚の板体である。
The outer cylinder 3 has a connecting flange 1 at its upper end.
The coupling block 11 for coupling the drive shaft 2 to the coupling flange 10 is coupled to the coupling block 11 with a bolt nut (not shown), and the spiral blade 8a is wound around the outer periphery and fixed. The cam plate 12 is connected to the portion. Cam plate 12
As shown in FIG. 3, projecting portions 14, 14 are provided radially opposite to each other in a diametrical direction with the outer cylindrical body 3 as a center, and an arc-shaped tension is applied from the projecting portion 14 in a counterclockwise direction. Ide 1
5 and a single plate body formed with a rotating base pressing portion 13.

【0011】内筒体4は、上端部に少なくとも直径方向
で相対向する一対のアウタースプライン16,16を設
け、これらを外筒体3の上端部内周面に嵌着固定した管
体18の上端部に直径方向で相対向して形成したインナ
ースプライン17,17間に形成される管体18の凹部
19,19に係合させ、アウタースプライン16,16
とインナースプライン17,17とが当接するまで所定
角度(90度)内の回動が相互に可能に挿入され、か
つ、外筒体3の回転を内筒体4に伝達する。また、アウ
タースプライン16,16が凹部19,19に摺接して
内筒体4の抜け止めがなされる。また、内筒体4にはガ
イド体が結合され、ガイド体の下部の外周部には螺
旋状羽根8bが巻き付け固定されている。螺旋状羽根8
bの下端部には先端掘削ビット9が結合されている。
The inner cylindrical body 4 has a pair of outer splines 16, 16 at least in diametrically opposed relation to each other at the upper end thereof, and these are fitted and fixed to the inner peripheral surface of the upper end of the outer cylindrical body 3. The outer splines 16, 16 are engaged with the concave portions 19, 19 of the tube 18 formed between the inner splines 17, 17 formed diametrically opposite to each other.
Rotation within a predetermined angle (90 degrees) is mutually inserted until the inner splines 17 and 17 come into contact with each other, and the rotation of the outer cylinder 3 is transmitted to the inner cylinder 4. Further, the outer splines 16, 16 are slidably contacted with the concave portions 19, 19 to prevent the inner cylindrical body 4 from coming off. A guide body 5 is connected to the inner cylindrical body 4, and a spiral blade 8 b is fixedly wound around an outer peripheral portion of a lower portion of the guide body 5 . Spiral blade 8
A tip drill bit 9 is connected to the lower end of b.

【0012】ガイド体は、欠円部を有する一対のフラ
ンジ部からなる上板22aと下板22bを所定距離にて
上下で離間してなり、これらの上・下板22a,22b
間に円環状のカラー体6が挟まれて内筒体4に同軸で遊
嵌し、カラー体6は外筒体3と内筒体4の両方からフリ
ーで回動可能に係合している。なお、上板22aと下板
22bは内筒体4の直径方向で相対向して一対のスイベ
ルストッパー23,23で結合され一体化している。
The guide body 5 is formed by vertically separating a top plate 22a and a bottom plate 22b, each consisting of a pair of flanges having a missing circle, by a predetermined distance, and these upper and lower plates 22a, 22b.
An annular collar body 6 is interposed therebetween and is loosely fitted coaxially with the inner cylinder body 4, and the collar body 6 is freely rotatably engaged with both the outer cylinder body 3 and the inner cylinder body 4. . The upper plate 22a and the lower plate 22b oppose each other in the diametrical direction of the inner cylindrical body 4 and are connected and integrated by a pair of swivel stoppers 23,23.

【0013】カラー体6は、直径方向で相対向する拡径
刃7,7にそれぞれ回動基部25を結合し、該回動基部
25を拡径刃ブラケット26に軸27で回動可能に軸着
し、この拡径刃ブラケット26,26には拡径刃7を上
方へ回動させた状態(図中仮想線図示参照)で拡径刃ブ
ラケット26と回動基部25とを貫通して一連となる透
孔28をそれぞれ穿設してある。拡径刃7は両側部に鋸
歯状の凹凸部を形成し、それらには上下いずれかに向け
たテーパー面7aが形成してあって、その先端部の断面
は鋭角状になっている。そして、前記回動基部25は回
転して前記カム板12の突起部14と当接可能であり、
また、カム板12すなわち外筒体3の回転時に、前記カ
ム板12の円弧部14が回動基部25を起立位から倒伏
位に変化させるとともに、回動基部押圧部13で押圧し
て規制するために、カム板12側に向けて傾斜するレバ
ー部29を有する。
The collar body 6 has a rotating base 25 connected to the radially enlarged blades 7, 7 which are diametrically opposed to each other. When the enlarged blade 7 is rotated upward (see the phantom line in the drawing), the enlarged blade brackets 26 and 26 penetrate through the enlarged blade bracket 26 and the rotation base 25 in a series. Are formed in the respective holes. The diameter-enlarging blade 7 has a saw-toothed uneven portion on both sides, and has a tapered surface 7a directed upward or downward, and the cross section of the tip portion is an acute angle. Then, the rotation base 25 can rotate and come into contact with the projection 14 of the cam plate 12,
When the cam plate 12, that is, the outer cylindrical body 3 rotates, the arc portion 14 of the cam plate 12 changes the turning base 25 from the standing position to the falling position, and presses and regulates the turning base pressing portion 13. For this purpose, a lever 29 is provided which is inclined toward the cam plate 12.

【0014】次に上記構成の掘削ヘッド1の作用につき
説明する。地中孔の掘削を開始する前に、拡径刃7,7
は起立状態にしておく。これは、図1中の上方側の仮想
線図示の状態にすることで、拡径刃ブラケット26と回
動基部25に穿設した透孔28に針金を挿通することに
よって達成される。針金は所定の荷重を受けて容易に変
形するものを用いる。この状態にあっては、図4に示す
ように、ガイド体5は回動基部25の位置と略90度変
位してスイベルストッパー23,23が回動基部25,
25の一側部に当接しており、また、図5に示すよう
に、カム板12の突起部14,14が回動基部25,2
5に当接している。
Next, the operation of the excavating head 1 having the above configuration will be described. Before starting the excavation of the underground hole, expand the blade 7,7
Is kept upright. This is achieved by inserting a wire through the through hole 28 formed in the enlarged diameter blade bracket 26 and the rotation base 25 by setting the state shown by the phantom line in the upper side in FIG. A wire that is easily deformed under a predetermined load is used. In this state, as shown in FIG. 4, the guide body 5 is displaced by approximately 90 degrees with respect to the position of the rotation base 25, and the swivel stoppers 23, 23 are moved to the rotation base 25,
25, and as shown in FIG. 5, the projections 14, 14 of the cam plate 12 are
5 abuts.

【0015】そこで、図8(A)に示すように、掘削ヘ
ッド1の連結用ブロック11にアースオーガ30のシャ
フト2を結合するとともに、内筒体4の下端部に適宜の
掘削ビット9を結合し、アースオーガ30のシャフト2
を正回転(右回り)駆動することにより所要深さの地中
孔31を掘削する。このとき、外筒体3の回転はインナ
ースプライン17とアウタースプライン16との接触に
より内筒体4に伝達される一方、図5に示すように、外
筒体3の下端部のカム板12の突起部14が回動基部2
5に当接するとともに、図4に示すように、スイベルス
トッパー23が回動して拡径刃ブラケット26、26の
他側部に当接することにより、カラー体6は外筒体3、
内筒体4と一体となって回転する。
Therefore, as shown in FIG. 8A, the shaft 2 of the earth auger 30 is connected to the connecting block 11 of the excavating head 1 and the appropriate excavating bit 9 is connected to the lower end of the inner cylinder 4. And the shaft 2 of the earth auger 30
Is driven forward (clockwise) to excavate an underground hole 31 of a required depth. At this time, the rotation of the outer cylinder 3 is transmitted to the inner cylinder 4 by contact between the inner spline 17 and the outer spline 16, while the rotation of the cam plate 12 at the lower end of the outer cylinder 3 is performed as shown in FIG. The protrusion 14 is the rotation base 2
4, the swivel stopper 23 pivots to contact the other side of the enlarged-diameter blade brackets 26, 26, as shown in FIG.
It rotates integrally with the inner cylinder 4.

【0016】所要深さの地中孔31を掘削した後球根部
を形成するときは、図8(B)に示すように、駆動シャ
フト2を約90度逆回転(左回り)させながら上方へ若
干引き上げると、インナースプライン17,17が離間
しているアウタースプライン16,16に当接して内筒
体4を回転させるとともに、カム板12が回転してその
張出部14,14がレバー部19,19を半径方向へ押
し出し、これにより回動基部25,25が内筒体4の半
径方向外側へ回動し、かつ、透孔28,28に挿通され
た針金を変形させながら、拡径刃7,7を半径方向の外
方へ押し出す作用を生じる。
When a bulb portion is formed after excavating an underground hole 31 having a required depth, as shown in FIG. 8B, the drive shaft 2 is rotated upward by about 90 degrees in the reverse direction (counterclockwise) and upward. When the inner spline 17 is slightly lifted, the inner spline 16 is rotated by contacting the outer splines 16, 16 with which the inner splines 17 are separated, and the cam plate 12 is rotated, and the overhanging portions 14, 14 are moved by the lever portions 19. , 19 are pushed out in the radial direction, whereby the turning bases 25, 25 turn outward in the radial direction of the inner cylindrical body 4 and, while deforming the wire inserted through the through holes 28, 28, expand the blade. 7, 7 is pushed outward in the radial direction.

【0017】これにより拡径刃7,7は地中孔42の内
壁に食い込んで抵抗を生じ、図8(C)及び図2,3に
示すように、なおもシャフト2が上方へ引き上げられる
ことにより拡径刃7,7が略水平位置になり、カム板1
2の回動基部押圧部13,13が回動基部25,25を
下方へ押圧し、回動基部25,25はガイド体5の下板
22bにて回動を停止する。拡径刃7,7が内筒体4と
略直交する状態になった状態で、再び駆動シャフト2を
正回転して拡径孔32を掘削する。このとき、カラー体
6への回転の伝達はスイベルストッパー23,23が回
動基部25,25に当接することでなされる。
As a result, the radially enlarged blades 7, 7 bite into the inner wall of the underground hole 42 to generate resistance, and the shaft 2 is still pulled upward as shown in FIGS. With this, the enlarged diameter blades 7 and 7 are in a substantially horizontal position, and the cam plate 1
The two rotation base pressing portions 13, 13 press the rotation bases 25, 25 downward, and the rotation bases 25, 25 stop rotating at the lower plate 22b of the guide body 5. In a state in which the diameter-enlarging blades 7 are substantially orthogonal to the inner cylindrical body 4, the drive shaft 2 is rotated forward again to excavate the diameter-enlarging hole 32. At this time, the rotation is transmitted to the collar body 6 when the swivel stoppers 23 abut against the rotating bases 25.

【0018】所要深さの拡径孔32が掘削されると掘削
を停止し(図9(D)参照)、ついで、図9(E)に示
すように、シャフト2を逆回転させながら掘削ヘッド1
を上昇させ拡径孔32内に戻すと、図7に示すようにカ
ム板12の回動基部押圧部13及び張出部15が回動基
部25から離れるとともに、図6に示すように、ガイド
体5が略90度回転して下板22bが拡径刃7,7の下
部から離脱する。そこで、拡径刃7,7は下方のストッ
パーがなく、しかも、スイパイラルスクリュー8bに当
たるようなこともないので、軸27を中心として下方へ
回動して垂下し内筒体4とほぼ平行した姿勢となる。
When the diameter-enlarged hole 32 having the required depth is excavated, the excavation is stopped (see FIG. 9D). Then, as shown in FIG. 1
Is raised and returned into the enlarged diameter hole 32, the rotating base pressing portion 13 and the protruding portion 15 of the cam plate 12 separate from the rotating base 25 as shown in FIG. The body 5 rotates approximately 90 degrees, and the lower plate 22b separates from the lower part of the large-diameter blades 7,7. Therefore, since the enlarged diameter blades 7, 7 do not have a lower stopper and do not hit the swivel screw 8b, they rotate downward about the shaft 27 and hang down to be substantially parallel to the inner cylindrical body 4. Posture.

【0019】かくして、拡径刃7,7が垂下した状態で
は螺旋状羽根8a,8bの半径内に収納されることとな
るので、図9(F)に示すように、駆動シャフト2を上
方へ引き上げると、掘削ヘッド1は正回転により拡径孔
32から地中孔31内へと引き上げることが可能とな
り、そのまま地上に引き出すことができる。
Thus, when the enlarged diameter blades 7, 7 are suspended, they are housed within the radius of the spiral blades 8a, 8b, so that the drive shaft 2 is moved upward as shown in FIG. When lifted, the excavating head 1 can be pulled up from the enlarged diameter hole 32 into the underground hole 31 by forward rotation, and can be pulled out to the ground as it is.

【0020】[0020]

【発明の効果】以上説明したこの発明によれば、アース
オーガで掘削する地中孔に球根部を形成することが、ア
ースオーガの正回転と逆回転との使い分けにより、間断
なく一連の工程で達成できる。
According to the present invention described above, the formation of the bulb portion in the underground hole excavated by the earth auger can be performed in a series of steps without interruption by selectively using the forward rotation and the reverse rotation of the earth auger. Can be achieved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】この発明の実施の形態を示す正面図である。FIG. 1 is a front view showing an embodiment of the present invention.

【図2】図1に示すカラー体6以下の一部断面要部平面
図である。
FIG. 2 is a partial cross-sectional plan view of a part below a collar body 6 shown in FIG. 1;

【図3】図1に示すカム板12の一部断面平面図であ
る。
FIG. 3 is a partial cross-sectional plan view of the cam plate 12 shown in FIG.

【図4】拡径刃7を上方へ回動させた状態のカラー体6
の作用説明図である。
FIG. 4 shows the collar body 6 in a state where the diameter-enlarging blade 7 is rotated upward.
FIG.

【図5】図4の場合におけるカム板12の作用説明図で
ある。
FIG. 5 is an operation explanatory view of the cam plate 12 in the case of FIG. 4;

【図6】拡径刃7を下方へ回動させた状態のカラー体6
の作用説明図である。
FIG. 6 shows the collar body 6 in a state where the diameter-enlarging blade 7 is rotated downward.
FIG.

【図7】図6の場合におけるカム板12の作用説明図で
ある。
7 is an explanatory diagram of the operation of the cam plate 12 in the case of FIG.

【図8】(A)〜(C)はこの発明による掘削ヘッド1
を用いた拡径孔32の掘削施工例の説明図である。
8 (A) to 8 (C) show a drilling head 1 according to the present invention.
It is explanatory drawing of the example of excavation construction of the diameter expansion hole 32 using.

【図9】(D)〜(F)はこの発明による掘削ヘッド1
を用いた拡径孔32の掘削施工例の説明図である。
9 (D) to 9 (F) show a drilling head 1 according to the present invention.
It is explanatory drawing of the example of excavation construction of the diameter expansion hole 32 using.

【符号の説明】[Explanation of symbols]

1…掘削ヘッド 2…掘削用シャフト 3…外筒体 4…内筒体 5…ガイド体 6…カラー体 7…拡径刃 8a,8b…螺旋状羽根 11…連結用ブロック 12…カム板 13…回動基部押圧部 14…突起部 15…張出部 16…アウタースプライン 17…インナースプライン 18…管体 19…凹部 21…ガイド体 22b…下板 23…スイベルストッパー 25…回動基部 26…拡径刃ブラケット 27…軸 28…透孔 29…レバー部 31…地中孔 32…拡径孔 DESCRIPTION OF SYMBOLS 1 ... Excavation head 2 ... Excavation shaft 3 ... Outer cylinder body 4 ... Inner cylinder body 5 ... Guide body 6 ... Collar body 7 ... Large diameter blade 8a, 8b ... Spiral blade 11 ... Connection block 12 ... Cam plate 13 ... Rotation base pressing part 14 Projection part 15 Projection part 16 Outer spline 17 Inner spline 18 Tube 19 Depression 21 Guide body 22b Lower plate 23 Swivel stopper 25 Rotation base 26 Diameter expansion Blade bracket 27 ... Shaft 28 ... Through hole 29 ... Lever part 31 ... Underground hole 32 ... Large diameter hole

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E21B 10/32 E21B 7/28 ──────────────────────────────────────────────────続 き Continued on front page (58) Field surveyed (Int.Cl. 7 , DB name) E21B 10/32 E21B 7/28

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 アースオーガ等の駆動シャフトの下端部
に連結して正回転により地中孔を掘削し、逆回転で拡径
刃を回動させて正回転で引き上げながら地中孔内壁に食
い込ませ開閉する掘削ヘッドであって、該掘削ヘッド
は、前記駆動シャフトの下端部に直接又は間接に連結固
定する外筒体と、該外筒体内に同軸嵌合して所定角度内
を回動可能な内筒体と、該内筒体に前記外筒体の下端部
付近で上下に離間し固定されて欠円部を有する一対のフ
ランジ部からなるガイド体と、該フランジ部間において
前記内筒体に回動可能に遊嵌して前記拡径刃を上下方向
へ回動可能に軸着したカラー体と、前記フランジ部と接
触して前記外筒体の下端部に連結固定されたカム板と、
該カム板に形成したカム部を摺接してその端部に形成し
た突起部と当接可能な前記拡径刃の回動基部と、該回動
基部に当接して前記駆動シャフトの正回転を前記カラー
体に伝達するために前記ガイド体に設けたスイベルスト
ッパーと、前記拡径刃の起立位置決め手段と、及び、前
記外筒体と内筒体にそれぞれ巻き付け固定された螺旋状
羽根とからなることを特徴とする掘削ヘッド
An underground hole is excavated by forward rotation by being connected to a lower end portion of a drive shaft such as an earth auger, and a large diameter blade is rotated by reverse rotation and bites into an inner wall of the underground hole while being pulled up by forward rotation. An excavating head that opens and closes, wherein the excavating head is directly or indirectly connected and fixed to a lower end of the drive shaft, and is rotatable within a predetermined angle by being coaxially fitted into the outer cylinder. An inner cylinder body, a guide body comprising a pair of flange portions having upper and lower portions which are fixed to the inner cylinder body in the vicinity of the lower end portion of the outer cylinder body and have a missing circular portion, and the inner cylinder is provided between the flange portions. A collar body rotatably loosely fitted to the body and having the enlarged-diameter blade pivotally mounted in a vertically rotatable manner; and a cam plate connected to and fixed to a lower end of the outer cylindrical body in contact with the flange portion. When,
The cam portion formed on the cam plate is slidably contacted with a projection formed at an end thereof, and the turning base of the large-diameter blade is brought into contact with the cam portion. It comprises a swivel stopper provided on the guide body for transmitting to the collar body, an upright positioning means for the enlarged diameter blade, and spiral blades wound around and fixed to the outer cylinder and the inner cylinder, respectively. A drilling head characterized in that:
【請求項2】 拡径刃の起立位置決め手段は、前記拡径
刃の回動基部を回動可能に軸支する拡径刃ブラケットを
前記カラー体に設け、前記拡径刃が前記筒体とほぼ平行
に起立した状態で、前記回動基部と前記拡径刃ブラケッ
トとを連通して穿設された透孔と、その透孔に予め挿通
されて所定荷重の負荷で変形可能な針金とからなること
を特徴とする請求項1記載の掘削ヘッド。
2. The standing means for positioning the enlarged diameter blade, wherein the enlarged diameter blade bracket for rotatably supporting the rotating base of the enlarged diameter blade is provided on the collar body, and the enlarged diameter blade is connected to the cylindrical body. In a state of standing substantially in parallel, a through-hole formed by communicating the rotating base and the enlarged-diameter blade bracket, and a wire that is inserted through the through-hole in advance and can be deformed under a predetermined load. The drilling head according to claim 1, wherein the drilling head comprises:
JP10623699A 1999-04-14 1999-04-14 Drilling head Expired - Fee Related JP3225027B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10623699A JP3225027B2 (en) 1999-04-14 1999-04-14 Drilling head

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10623699A JP3225027B2 (en) 1999-04-14 1999-04-14 Drilling head

Publications (2)

Publication Number Publication Date
JP2000297587A JP2000297587A (en) 2000-10-24
JP3225027B2 true JP3225027B2 (en) 2001-11-05

Family

ID=14428496

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10623699A Expired - Fee Related JP3225027B2 (en) 1999-04-14 1999-04-14 Drilling head

Country Status (1)

Country Link
JP (1) JP3225027B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5605940B2 (en) * 2010-04-02 2014-10-15 株式会社竹中工務店 Construction management method of root-fixed bulb part and expansion excavator used therefor
KR101364791B1 (en) 2013-05-08 2014-02-19 (주)수호산업개발 Mounting unit for lock crusher
CN103556950B (en) * 2013-11-19 2015-07-15 西南石油大学 Large changing diameter double-drag-blade hole reaming drill
CN113982488B (en) * 2021-09-10 2024-03-26 浙江天弘机器人科技有限公司 Deep foundation pit tunneling robot and operation method thereof

Also Published As

Publication number Publication date
JP2000297587A (en) 2000-10-24

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