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JPH0786300B2 - Variable drilling head - Google Patents
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JPH0786300B2 - Variable drilling head - Google Patents

Variable drilling head

Info

Publication number
JPH0786300B2
JPH0786300B2 JP2058792A JP5879290A JPH0786300B2 JP H0786300 B2 JPH0786300 B2 JP H0786300B2 JP 2058792 A JP2058792 A JP 2058792A JP 5879290 A JP5879290 A JP 5879290A JP H0786300 B2 JPH0786300 B2 JP H0786300B2
Authority
JP
Japan
Prior art keywords
rod
shaft
excavating
connecting rod
head
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
Application number
JP2058792A
Other languages
Japanese (ja)
Other versions
JPH03260279A (en
Inventor
洋一 加藤
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.)
Mitani Sekisan Co Ltd
Original Assignee
Mitani Sekisan Co Ltd
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 Mitani Sekisan Co Ltd filed Critical Mitani Sekisan Co Ltd
Priority to JP2058792A priority Critical patent/JPH0786300B2/en
Publication of JPH03260279A publication Critical patent/JPH03260279A/en
Publication of JPH0786300B2 publication Critical patent/JPH0786300B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、基礎杭などの杭穴を掘削する場合に使用す
るオーガの可変掘削ヘッドに関する。
TECHNICAL FIELD The present invention relates to a variable excavating head for an auger used when excavating a pile hole such as a foundation pile.

(従来の技術) 従来、杭の拡底部の掘削など、異なる掘削径で杭穴を掘
削する場合には、掘削ヘッドに垂直方向に設けた軸に補
助刃を取り付け、オーガ軸を逆回転させ、側方に補助刃
を突出させ、開くものがあった。
(Prior Art) Conventionally, when excavating a pile hole with a different excavation diameter, such as excavating the bottom of a pile, an auxiliary blade is attached to the shaft vertically provided in the excavation head, and the auger shaft is rotated in reverse. There was one that opened the auxiliary blade protruding sideways.

(発明が解決しようとする課題) 前記従来の技術によれば、補助刃の掘削径を変化させる
為には、一端掘削ヘッドを取り出し、補助刃のストッパ
ー等を調整するか、あるいは油圧等により遠隔的、かつ
強制的に掘削刃の突出量を変化させるものがあった。前
者は途中で作業が中断し、手間がかかり、後者は複雑な
装置を必要とするものであって、信頼度が不明確である
等の問題点があった。
(Problems to be Solved by the Invention) According to the above-mentioned conventional technique, in order to change the excavation diameter of the auxiliary blade, the excavation head is once taken out and the stopper of the auxiliary blade is adjusted, or it is remotely controlled by hydraulic pressure or the like. There was one that changed the amount of protrusion of the digging blade dynamically and forcibly. The former has a problem that the work is interrupted on the way and takes time and labor, and the latter requires a complicated device and its reliability is unclear.

(課題を解決する為の手段) 然るにこの発明は、オーガ軸に水平方向に支持杆を架設
し、揺動可能な連結杆を設け、あるいは摺動可能な横杆
を設けたので、前記問題点を解決した。
(Means for Solving the Problems) However, according to the present invention, the auger shaft is provided with the supporting rod in the horizontal direction, the swingable connecting rod is provided, or the slidable horizontal rod is provided. Solved.

即ちこの発明は、オーガ軸の下端部に連結する掘削ヘッ
ドの軸杆の上部に、その中心線に対して直角方向に支持
杆を架設し、前記支持杆の両端突出部に、先端部に掘削
刃を突設した連結杆の基端側を回転可能に架設し、前記
軸杆に前記連結杆の拡開制限ストッパーを設けたことを
特徴とし、連結杆の下端部は半円板状又は平行四辺形状
に形成した可変掘削ヘッドである。更に、オーガ軸の下
端部に連結する掘削ヘッドの軸杆の上部に、その中心線
に対して直角に支持杆を架設し、前記支持杆の両端突出
部に、連結杆の基端側を回転可能に架設し、前記軸杆に
前記連結杆の揺動ストッパーを設け、前記連結杆の下端
部に可動板の上端部をピン連結し、前記可動板の下端部
に掘削刃を突設したことを特徴とする可変掘削ヘッドで
あり、また、オーガ軸の下端部に連結する掘削ヘッドの
軸杆の上部に、その中心線に対して直角方向に支持杆を
架設し、前記支持杆の両端突出部の下端部に、掘削刃を
突設した1対の横杆を前記支持杆と平行の方向に摺動可
能に架設したことを特徴とする可変掘削ヘッドである。
また、前記の掘削刃の先端を軸杆に対して外向きに形成
した可変掘削ヘッドである。
That is, according to the present invention, a support rod is installed in the upper part of the shaft rod of the excavating head connected to the lower end part of the auger shaft in a direction perpendicular to the center line, and at both ends of the support rod, the tip end is excavated. The base end side of the connecting rod having a protruding blade is rotatably installed, and the shaft rod is provided with an expansion limiting stopper of the connecting rod, and the lower end of the connecting rod is a semi-circular plate or parallel. It is a quadrilateral variable excavation head. Further, a supporting rod is installed above the shaft rod of the excavating head connected to the lower end of the auger shaft at a right angle to the center line, and the base end side of the connecting rod is rotated by the projecting portions at both ends of the supporting rod. Erected as much as possible, a swinging stopper of the connecting rod is provided on the shaft rod, the upper end of the movable plate is pin-connected to the lower end of the connecting rod, and the excavating blade is projectingly provided on the lower end of the movable plate. A variable excavating head characterized in that a supporting rod is erected in the direction perpendicular to the center line on the upper part of the axial rod of the excavating head connected to the lower end of the auger shaft, and both ends of the supporting rod are projected. A variable excavating head is characterized in that a pair of horizontal rods provided with protruding excavating blades are erected slidably in a direction parallel to the support rods at the lower end of the portion.
Further, it is a variable excavating head in which the tip of the excavating blade is formed outward with respect to the shaft rod.

前記支持杆と軸杆との取付は、支持杆を軸杆に貫通固定
し、あるいは溶接その他の方法により固定する。
The support rod and the shaft rod are attached by fixing the support rod through the shaft rod by welding or by welding or other method.

(作用) この発明は、オーガを一方の方向に回転することによ
り、連結杆が一側の拡開制限ストッパーまで揺動し、オ
ーガを前記と逆に回転すると、連結杆は他側の拡開制限
ストッパーまで揺動する。また、オーガの回転により、
横杆が一側のストッパーまで摺動し、オーガを逆に回転
すると、横杆は他側のストッパーまで摺動する。従っ
て、回転方向を変えることにより、その拡開度を変える
ことができる。
(Operation) According to the present invention, by rotating the auger in one direction, the connecting rod swings to the expansion limiting stopper on one side, and when the auger rotates in the opposite direction, the connecting rod expands on the other side. Swing to the limit stopper. Also, due to the rotation of the auger,
The horizontal rod slides to the stopper on one side, and when the auger is rotated in the opposite direction, the horizontal rod slides to the stopper on the other side. Therefore, the opening degree can be changed by changing the rotation direction.

(実施例 1) オーガ軸1の下端部に掘削ヘッド2の軸杆3を連設し、
前記軸杆3の上部に軸杆3の中心線に対して直角方向に
支持杆4を端部4a、4bが前記軸杆3の外側に突出するよ
うに貫通架設する。前記支持杆4の両側に突出した端部
4a、4bに夫々連結杆5、6の基端側を回転可能に架設す
る。前記連結杆5、6の下端部5a、6bには、半円板型の
円弧状板が、その円弧状部を下方に向けて夫々連設して
あり、前記連結杆の円弧状の下端部5a、6aに夫々掘削刃
7、7、8、8を下向きに突設する。前記掘削刃7、8
の先端部は、軸杆3に対して外側に刃を形成する。
(Example 1) The shaft rod 3 of the excavation head 2 is continuously provided at the lower end of the auger shaft 1.
A support rod 4 is erected on the upper portion of the shaft rod 3 in a direction perpendicular to the center line of the shaft rod 3 so that the end portions 4a and 4b of the support rod 4 project to the outside of the shaft rod 3. Ends protruding from both sides of the support rod 4.
The base ends of the connecting rods 5 and 6 are rotatably installed on 4a and 4b, respectively. The lower ends 5a and 6b of the connecting rods 5 and 6 are respectively provided with semi-circular arc-shaped plates, the arc-shaped portions of which are directed downward, and the arc-shaped lower ends of the connecting rods. Excavating blades 7, 7, 8 and 8 are respectively provided on 5a and 6a so as to project downward. The drilling blades 7, 8
The tip of the blade forms a blade on the outside with respect to the shaft rod 3.

また、前記連結杆5の揺動の振幅を制限する拡開制限ス
トッパー9、10を前記軸杆3の連結杆5の基端側近傍に
設ける。前記拡開制限ストッパー9は、一側への前記連
結杆5の揺動を制限し、前記拡開制限ストッパー10は他
側への揺動を、拡開制限ストッパー9による振動より小
さな振幅となるように制限する。同様にして、前記連結
杆6の揺動を制限する拡開制限ストッパー11、12を前記
軸杆3に設ける。
Further, expansion limiting stoppers 9 and 10 for limiting the swinging amplitude of the connecting rod 5 are provided near the base end side of the connecting rod 5 of the shaft rod 3. The expansion limiting stopper 9 limits the swing of the connecting rod 5 to one side, and the expansion limiting stopper 10 swings to the other side with a smaller amplitude than the vibration by the expansion limiting stopper 9. To limit. Similarly, expansion limiting stoppers 11 and 12 for limiting the swinging of the connecting rod 6 are provided on the shaft rod 3.

また、前記拡開制限ストッパー11は、前記拡開制限スト
ッパー12より小さな振幅で前記連結杆6の揺動を制限す
る。また、拡開制限ストッパー9、11、拡開制限ストッ
パー10、12は夫々軸杆3に対して点対称な位置に設けら
れている。
The expansion limiting stopper 11 limits the swing of the connecting rod 6 with a smaller amplitude than the expansion limiting stopper 12. Further, the expansion limiting stoppers 9 and 11 and the expansion limiting stoppers 10 and 12 are provided at positions symmetrical with respect to the shaft rod 3, respectively.

前記軸杆3の下端部には固定板13を突設し、前記固定板
13の下端部に掘削刃14、14を下向きに突設し、掘削ヘッ
ド2を構成する。
A fixing plate 13 is provided at the lower end of the shaft rod 3 so as to project therefrom.
The excavating blades 14, 14 are provided at the lower end of the protrusion 13 so as to project downward to form the excavating head 2.

次に、前記実施例に基づき、各部の作動について説明す
る。
Next, the operation of each part will be described based on the above embodiment.

先ず、オーガ軸を第4図中矢示15の方向に回転すると、
掘削ヘッド2も同方向に回転し、連結杆5、6は矢示1
6、17の方向に夫々揺動し、拡開制限ストッパー10、11
に当接する。そのまま掘削ヘッド2の回転を続けると、
第4図中鎖線18の直径の杭穴が掘削できる。
First, when the auger shaft is rotated in the direction of arrow 15 in FIG. 4,
The excavating head 2 also rotates in the same direction, and the connecting rods 5 and 6 are indicated by arrows 1.
It swings in the directions of 6 and 17, respectively, and the expansion limit stoppers 10 and 11
Abut. If you continue to rotate the drilling head 2,
Fig. 4 Pile holes with a diameter of chain line 18 can be excavated.

次に、オーガ軸2を矢示19の方向に回転すると、掘削ヘ
ッド2も同方向に回転し、連結杆5、6は矢示20、21の
方向に夫々揺動し、拡開制限ストッパー9、12に当接す
る。そのまま回転を続けると、第6図中鎖線22のような
直径の杭穴が掘削できる。
Next, when the auger shaft 2 is rotated in the direction of arrow 19, the excavating head 2 is also rotated in the same direction, the connecting rods 5 and 6 swing in the directions of arrows 20 and 21, respectively, and the expansion limiting stopper 9 , 12 contact. If the rotation is continued as it is, a pile hole having a diameter as indicated by a chain line 22 in FIG. 6 can be excavated.

また、前記実施例で連結杆5、6の下端部5a、6aを半円
板型に形成したが、第8図のように平行四辺形板を連設
し、その端縁部23、24に、夫々掘削刃7、7、8、8を
略放射状に突設することもできる。
Further, although the lower ends 5a, 6a of the connecting rods 5, 6 are formed in a semi-circular plate type in the above embodiment, parallelogram plates are continuously provided as shown in FIG. The excavating blades 7, 7, 8 and 8 can also be provided so as to project substantially radially.

更に、前記実施例で連結杆5、6の下端部に直接に掘削
刃7、8を突設したが、第7図に示したように、連結杆
5、6の下端部に、半円板状で下側を円弧状とした可動
部材25、26を夫々ピン27、28で回転自在に連設すること
もできる。前記可動部材25、26の円弧状の下端部に、夫
々掘削刃7、7、8、8を下向きに突設する。
Further, in the above-mentioned embodiment, the excavating blades 7 and 8 are directly provided on the lower end portions of the connecting rods 5 and 6, but as shown in FIG. 7, the semicircular plates are attached to the lower end portions of the connecting rods 5 and 6. The movable members 25 and 26 each having a circular shape and a lower side thereof can be rotatably connected by pins 27 and 28, respectively. The excavating blades 7, 7, 8 and 8 are provided at the lower ends of the movable members 25 and 26 in an arcuate shape so as to project downward.

(実施例 2) オーガ軸1の下端部に掘削ヘッド2の軸杆3を連設し、
前記軸杆3の上部に軸杆3の中心線に対して直角方向に
支持杆4を端部4a、4bが前記軸杆3の外側に突出するよ
うに貫通架設する。
(Example 2) The shaft rod 3 of the excavation head 2 is connected to the lower end of the auger shaft 1,
A support rod 4 is erected on the upper portion of the shaft rod 3 in a direction perpendicular to the center line of the shaft rod 3 so that the end portions 4a and 4b of the support rod 4 project to the outside of the shaft rod 3.

次に、下側壁に切欠部を有する筒体29、30を横設し、前
記支持杆4の端部4a、4bの下端に前記横設した筒体29、
30の上端を夫々固定する。
Next, the tubular bodies 29, 30 each having a notch on the lower side wall are provided horizontally, and the tubular bodies 29 provided horizontally at the lower ends of the end portions 4a, 4b of the support rod 4,
Fix the tops of 30 respectively.

次に、前記筒体29の内側壁と嵌合する突部31を上部に形
成した横杆34を前記筒体29の切欠部から取り付け、前記
突部31と筒体29を摺動可能に嵌合する同様にして、前記
筒体30の内側壁と嵌合する突部32を上部に形成した横杆
35を前記筒体30の切欠部から取り付け、前記突部32と筒
体30を摺動可能に嵌合する。前記横杆34、35の下端部に
掘削刃7、7、8、8を夫々下向きに突設する。前記掘
削刃7、8の先端は軸杆3に対して外向させる。
Next, a horizontal rod 34 having a projection 31 that fits on the inner wall of the tubular body 29 formed at the top is attached from the notch of the tubular body 29, and the projection 31 and the tubular body 29 are slidably fitted. In the same manner as above, a horizontal rod having a protrusion 32 formed on the upper portion for fitting with the inner wall of the tubular body 30 is formed.
35 is attached from the notch of the tubular body 30, and the protrusion 32 and the tubular body 30 are slidably fitted. Excavating blades 7, 7, 8 and 8 are respectively provided on the lower ends of the horizontal rods 34 and 35 so as to project downward. The tips of the excavating blades 7 and 8 are directed outward with respect to the shaft rod 3.

また、第1の実施例同様に、前記軸杆3の下端部には固
定板13を突設し、前記固定板13の下端部に掘削刃14、14
を下向きに突設し、掘削ヘッド2を構成する。
Further, similarly to the first embodiment, a fixing plate 13 is projectingly provided at the lower end of the shaft rod 3, and the excavating blades 14, 14 are provided at the lower end of the fixing plate 13.
To project downward to form the excavation head 2.

次に、上記実施例に基づき、その作動について説明す
る。
Next, the operation will be described based on the above embodiment.

第10図中、オーガ軸を矢示38a方向に回転すると、掘削
ヘッド2も同方向に回転し、横杆34、35は夫々矢示36、
37の方向に摺動し、ストッパー(図示していない)によ
り第10図の34a、35aの位置に至る。
In FIG. 10, when the auger shaft is rotated in the direction of arrow 38a, the excavating head 2 is also rotated in the same direction, and the horizontal rods 34 and 35 are respectively indicated by arrow 36,
It slides in the direction of 37 and reaches the positions of 34a and 35a in FIG. 10 by a stopper (not shown).

また、オーガ軸1を矢示38b方向に回転すると、掘削ヘ
ッド2も同方向に回転し、横杆34、35は夫々矢示39、40
の方向に摺動し、ストッパー(図示していない)により
第10図の34b、35bの位置に至る。
Further, when the auger shaft 1 is rotated in the direction of the arrow 38b, the excavating head 2 is also rotated in the same direction, and the horizontal rods 34, 35 are respectively indicated by the arrows 39, 40.
And slide to the positions of 34b and 35b in FIG. 10 by a stopper (not shown).

(発明の効果) この発明は、軸杆に貫通架設した支持杆に、掘削刃を突
設した連結杆を揺動可能に架設し、あるいは掘削刃を突
設した横杆を摺動可能に架設したので、掘削ヘッドを回
転するだけで、容易に、かつ確実に連結杆あるいは横杆
を開き杭穴を掘削できる効果がある。
(Effects of the Invention) The present invention is constructed such that a connecting rod having a protruding excavating blade is swingably mounted on a supporting rod penetratingly mounted on a shaft rod, or a horizontal rod having a protruding excavating blade is slidably mounted. Therefore, it is possible to easily and reliably open the connecting rod or the horizontal rod and excavate the pile hole simply by rotating the excavating head.

また、連結杆下端部の弧状部あるいは平行四辺形板の二
端縁部に、掘削刃を突設したので、連結杆がいずれの位
置に揺動しても、抗穴の底側と側壁側との両側を掘削で
きるので、効率よく掘削できる効果がある。
In addition, since the excavating blade is projected on the arc-shaped part of the lower end of the connecting rod or the two end edges of the parallelogram plate, no matter which position the connecting rod swings, the bottom side and the side wall of the anti-hole are Since both sides can be excavated, there is an effect that can be excavated efficiently.

また、掘削刃の先端を外側に形成したので、掘削ヘッド
の回転方向に拘らず掘削できる効果がある。更に、拡開
制限ストッパーを一側と他側に揺動を違う振幅で制限で
きるようにしたので、連結杆はオーガ軸の回転方向によ
り異なる振幅で開くので、内径の違う杭穴を容易に掘削
することができる効果がある。
Further, since the tip of the digging blade is formed on the outside, there is an effect that digging can be performed regardless of the rotation direction of the digging head. Furthermore, since the expansion limiting stopper can be configured to limit swing to one side and the other side with different amplitudes, the connecting rod opens with different amplitudes depending on the rotation direction of the auger shaft, making it easy to excavate pile holes with different inner diameters. There is an effect that can be.

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

第1図はこの発明の実施例の正面図、第2図は同じく側
面図、第3図は同じく作動時の正面図、第4図は同じく
平面図、第5図は同じく第3図と逆方向に回転した場合
の作動時の正面図、第6図は同じく平面図、第7図はこ
の発明の他の実施例の正面図、第8図はこの発明の他の
実施例の正面図、第9図はこの発明の他の実施例の側面
図、第10図は同じく平面図である。 1……オーガ軸、2……掘削ヘッド 3……軸杆、4……支持杆 5、6……連結杆、7、8……掘削刃 9、10、11、12……拡開制限ストッパー 23、24……端縁、25、26……可動部材 27、28……ピン、29、30……筒体 31、32……突部、34,35……横杆
FIG. 1 is a front view of an embodiment of the present invention, FIG. 2 is a side view of the same, FIG. 3 is a front view of the same in operation, FIG. 4 is a plan view of the same, and FIG. 6 is a front view of another embodiment of the present invention, FIG. 8 is a front view of another embodiment of the present invention, and FIG. FIG. 9 is a side view of another embodiment of the present invention, and FIG. 10 is a plan view of the same. 1 ... Auger shaft, 2 ... Excavation head, 3 ... Shaft rod, 4 ... Support rod, 5,6 ... Connection rod, 7, 8 ... Excavation blade 9, 10, 11, 12 ... Expansion limit stopper 23, 24 …… Edge, 25, 26 …… Movable member 27, 28 …… Pin, 29, 30 …… Cylindrical body 31, 32 …… Projection, 34, 35 …… Horizontal rod

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】オーガ軸の下端部に連結する掘削ヘッドの
軸杆の上部に、その中心線に対して直角方向に支持杆を
架設し、前記支持杆の両端突出部に、連結杆の基端側を
回転可能に架設し、前記軸杆に前記連結杆の拡開制限ス
トッパーを設け、前記連結杆の先端部に、下方に弧状部
を向けた弧状板を連設し該弧状部に掘削刃を突設したこ
とを特徴とする可変掘削ヘッド
1. A support rod is installed at an upper portion of a shaft rod of an excavating head connected to a lower end portion of an auger shaft in a direction perpendicular to a center line thereof, and a base of the connection rod is provided at both end projecting portions of the support rod. The end side is rotatably installed, an expansion limiting stopper for the connecting rod is provided on the shaft rod, and an arc-shaped plate with an arc-shaped portion directed downward is continuously provided at the tip of the connection rod to excavate the arc-shaped portion. Variable drilling head characterized by protruding blades
【請求項2】オーガ軸の下端部に連結する掘削ヘッドの
軸杆の上部に、その中心線に対して直角方向に支持杆を
架設し、前記支持杆の両端突出部に、連結杆の基端側を
回転可能に架設し、前記軸杆に前記連結杆の拡開制限ス
トッパーを設け、前記連結杆の先端部に平行四辺形板を
連設し、該平行四辺形板の二端縁部に掘削刃を突設した
ことを特徴とする可変掘削ヘッド
2. A support rod is installed above the shaft rod of the excavating head which is connected to the lower end of the auger shaft in a direction perpendicular to the center line, and the base of the connection rod is provided at both end projections of the support rod. The end side is rotatably installed, the expansion limit stopper of the connecting rod is provided on the shaft rod, a parallelogram plate is continuously provided at the tip of the connecting rod, and two end edges of the parallelogram plate are provided. Variable drilling head characterized by having a drilling blade protruding from
【請求項3】オーガ軸の下端部に連結する掘削ヘッドの
軸杆の上部に、その中心線に対して直角に支持杆を架設
し、前記支持杆の両端突出部に、連結杆の基端側を回転
可能に架設し、前記軸杆に前記連結杆の揺動ストッパー
を設け、前記連結杆の下端部に可動板の上端部をピン連
結し、前記可動板の下端部に掘削刃を突設したことを特
徴とする可変掘削ヘッド
3. A support rod is installed at an upper portion of a shaft rod of an excavating head connected to a lower end portion of an auger shaft at a right angle with respect to a center line thereof, and a base end of the connection rod is provided at both end projecting portions of the support rod. Side is rotatably installed, a swing stopper of the connecting rod is provided on the shaft rod, the upper end of the movable plate is pin-connected to the lower end of the connecting rod, and the excavating blade projects at the lower end of the movable plate. Variable drilling head characterized by being installed
【請求項4】オーガ軸の下端部に連結する掘削ヘッドの
軸杆の上部に、その中心線に対して直角方向に支持杆を
架設し、前記支持杆の両端突出部の下端部に、掘削刃を
突設した1対の横杆を前記支持杆と平行の方向に摺動可
能に架設したことを特徴とする可変掘削ヘッド
4. A support rod is installed above the shaft rod of the excavating head connected to the lower end of the auger shaft in a direction perpendicular to the center line of the shaft. A variable excavating head, characterized in that a pair of horizontal rods having protruding blades are installed slidably in a direction parallel to the support rods.
【請求項5】掘削刃の先端を軸杆に対して外向きに形成
した請求項1乃至4のいずれか1つに記載の可変掘削ヘ
ッド
5. The variable drilling head according to claim 1, wherein the tip of the drilling blade is formed outward with respect to the rod.
JP2058792A 1990-03-09 1990-03-09 Variable drilling head Expired - Lifetime JPH0786300B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2058792A JPH0786300B2 (en) 1990-03-09 1990-03-09 Variable drilling head

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2058792A JPH0786300B2 (en) 1990-03-09 1990-03-09 Variable drilling head

Publications (2)

Publication Number Publication Date
JPH03260279A JPH03260279A (en) 1991-11-20
JPH0786300B2 true JPH0786300B2 (en) 1995-09-20

Family

ID=13094426

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2058792A Expired - Lifetime JPH0786300B2 (en) 1990-03-09 1990-03-09 Variable drilling head

Country Status (1)

Country Link
JP (1) JPH0786300B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4894043B2 (en) * 2007-01-24 2012-03-07 三谷セキサン株式会社 Pile hole drilling head

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55155895A (en) * 1979-05-21 1980-12-04 Daido Concrete Expansion head for excavation
JPS5817835Y2 (en) * 1980-02-07 1983-04-11 大同コンクリ−ト工業株式会社 Extended head for drilling

Also Published As

Publication number Publication date
JPH03260279A (en) 1991-11-20

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