JPS6243036B2 - - Google Patents

Info

Publication number
JPS6243036B2
JPS6243036B2 JP21029782A JP21029782A JPS6243036B2 JP S6243036 B2 JPS6243036 B2 JP S6243036B2 JP 21029782 A JP21029782 A JP 21029782A JP 21029782 A JP21029782 A JP 21029782A JP S6243036 B2 JPS6243036 B2 JP S6243036B2
Authority
JP
Japan
Prior art keywords
auger screw
drive section
base
vibrating rod
casing
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
Application number
JP21029782A
Other languages
Japanese (ja)
Other versions
JPS5998994A (en
Inventor
Nakatomi Kurimoto
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP21029782A priority Critical patent/JPS5998994A/en
Publication of JPS5998994A publication Critical patent/JPS5998994A/en
Publication of JPS6243036B2 publication Critical patent/JPS6243036B2/ja
Granted legal-status Critical Current

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  • Earth Drilling (AREA)

Description

【発明の詳細な説明】 本発明は場所打ち杭用として地中に掘削孔を形
成するアースオーガに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an earth auger for forming an underground hole for a cast-in-place pile.

従来のアースオーガでは、アーススクリユーに
よる削孔中に比較的大きな岩石群や岩底に遭遇し
た場合に掘削が困難となつて削孔作業能率が大き
く低下すると云つたような不都合があつた。そこ
で、これを解消するために例えば特開昭51−
78003号公報に開示されているように、オーガス
クリユーの中空軸にパーカツシヨン機構(衝撃装
置)を内蔵し、これに連結される衝撃カツターを
オーガスクリユー先端部のオーガヘツドより下方
に突出せしめ、オーガヘツドによる掘削作用と共
に、衝撃カツターによるパーカツシヨン作用を利
用して掘進を行うようにした掘削装置が提案され
ているが、この従来装置によればオーガスクリユ
ーの回転駆動部にパーカツシヨン装置の駆動部を
直結しているため、パーカツシヨン装置の衝撃力
が回転駆動部とオーガスクリユーに直接に伝わ
り、これらを短期間に損傷せしめる原因となつて
いた。更に従来のパーカツシヨン装置は自然落下
による衝撃力によつていたため、岩層などの破砕
力としては不充分であるという難点があつた。更
にまた上記従来装置のようにオーガスクリユーが
削孔壁に直接に接していると、パーカツシヨン装
置の作動時にその慣性によつてオーガスクリユー
が孔壁、特に岩壁の抵抗を受け、スクリユー損傷
の事故が発生する。なおまた従来装置であるとパ
ーカツシヨン装置の作動によつてオーガヘツドと
掘削土壌との間に若干のクリアランスが発生する
が、このためオーガスクリユーの一定方向の回転
によつて該クリアランス分だけ徐々に回転方向に
捩れるように掘削が進行し、真直度の高い掘削孔
を形成することが困難であつた。
Conventional earth augers have the disadvantage that when a relatively large rock group or rock bottom is encountered while drilling with an earth screw, the drilling becomes difficult and the drilling efficiency is greatly reduced. Therefore, in order to solve this problem, for example,
As disclosed in Publication No. 78003, a percussion mechanism (impact device) is built into the hollow shaft of the auger screw, and an impact cutter connected to this mechanism is made to protrude downward from the auger head at the tip of the auger screw. A drilling device has been proposed that excavates by using the percution action of an impact cutter as well as the excavation action of an impact cutter, but according to this conventional device, the drive part of the percution device is directly connected to the rotation drive part of the auger screw. As a result, the impact force of the percussion device was directly transmitted to the rotary drive section and the auger screw, causing damage to them in a short period of time. Furthermore, conventional percussion devices rely on the impact force caused by natural falling, which has the disadvantage of being insufficient to crush rock formations. Furthermore, if the auger screw is in direct contact with the borehole wall as in the conventional device described above, the auger screw will be subjected to resistance from the hole wall, especially the rock wall, due to its inertia during operation of the percution device, resulting in damage to the screw. accidents occur. Furthermore, with conventional equipment, a slight clearance is created between the auger head and the excavated soil due to the operation of the percussion device, so the rotation of the auger screw in a fixed direction gradually rotates by this clearance. The excavation proceeded in a twisted manner, making it difficult to form a highly straight excavation hole.

本発明は上記の難点をことごとく解消すること
を目的とするもので、その要旨はリーダに昇降自
在に吊支される昇降機枠1と、該昇降機枠の基台
6及び該基台に立設したガイド支柱7を介して該
ガイド支柱の上端部に固着した上架台8と、上記
基台及び前記上架台の間にあつて上記ガイド支柱
に沿つて昇降する可動台10と、上記基台と前記
可動台との間に介装される上昇用ばね手段11
と、上記可動台と上記上架台との間に介装される
下降用ばね手段12と、上記可動台にその上端部
が固着され、その下端部にカツター部材20が固
着された破砕用振動杆5と、該振動杆の外側に嵌
合され、上記昇降機枠に回転自在に軸架された短
管21と、該短管の上部に設けられ該短管を回転
駆動せしめる第1回転駆動部22と、前記短管の
下部同軸に設けられ、第1回転駆動部と反対方向
に回転駆動する第2回転駆動部23と、上記短管
の下端部に連結され、内部に前記振動杆5を挿通
する中空状のオーガスクリユー3と、該オーガス
クリユーの外側に嵌合され、その上端部が前記第
2回転駆動部に連結されたケーシング2と、から
なるものである。
The purpose of the present invention is to eliminate all of the above-mentioned difficulties, and the gist thereof is to include an elevator frame 1 that is suspended from a leader so as to be able to rise and fall freely, a base 6 of the elevator frame, and a base 6 of the elevator frame, and a an upper frame 8 fixed to the upper end of the guide column via the guide column 7; a movable table 10 that is located between the base and the upper frame and moves up and down along the guide column; Lifting spring means 11 interposed between the movable table and the movable base
, a lowering spring means 12 interposed between the movable base and the upper frame, and a crushing vibrating rod having an upper end fixed to the movable base and a cutter member 20 fixed to the lower end thereof. 5, a short pipe 21 fitted on the outside of the vibrating rod and rotatably mounted on the elevator frame, and a first rotational drive section 22 provided at the upper part of the short pipe to rotationally drive the short pipe. a second rotary drive section 23 that is coaxially disposed at the bottom of the short tube and rotates in the opposite direction to the first rotary drive section; and a second rotary drive section 23 that is connected to the lower end of the short tube and into which the vibrating rod 5 is inserted. The casing 2 includes a hollow auger screw 3 and a casing 2 that is fitted on the outside of the auger screw and whose upper end is connected to the second rotation drive section.

以下本発明の一実施例を図面に基づいて説明す
る。
An embodiment of the present invention will be described below based on the drawings.

第1図はアースオーガの全体図を示したもの
で、1はクローラクレーン等に立設装備されるリ
ーダ(図示省略)に昇降自在に吊支される昇降機
枠で、この機枠1の下部に、ケーシング2ならび
にこの中に嵌挿したオーガスクリユー3がそれぞ
れ回転自在に垂下連設され、更にオーガスクリユ
ー3の中空軸(オーガシヤフト)4内には破砕用
の振動杆5が上下動自在に挿通され、この振動杆
5の下端部は中空軸4の下端より常時突出するよ
うにしてあり、そしてこの破砕用振動杆5は昇降
機枠1内に設けられて所定ストローク間振動する
上下振動手段5aに連動連結されている。
Figure 1 shows the overall view of the earth auger. Reference numeral 1 is an elevator frame that is suspended from a leader (not shown) installed vertically on a crawler crane, etc., so that it can be raised and lowered freely. , a casing 2 and an auger screw 3 fitted into the casing 2 are connected to each other so as to be rotatable, and a vibrating rod 5 for crushing is vertically movable in a hollow shaft 4 of the auger screw 3. The lower end of the vibrating rod 5 is always projected from the lower end of the hollow shaft 4, and the crushing vibrating rod 5 is provided in the elevator frame 1 as a vertical vibration means that vibrates for a predetermined stroke. 5a.

上記構造につき更に詳述すると、前記昇降機枠
1は、基台6上の四隅部に前後左右四本の支柱7
……を立設し(第2図参照)、これら支柱7……
の上端に上架台8を固定し、基台6の下部に支持
架構9を連設してなるもので、この機枠1におけ
る基台6と上架台8との間に前記上下振動手段5
aが装備されている。この上下振動手段5aは例
えばエアばね装置からなるもので、支柱7……に
可動台10を上下摺動自在に取付け、この可動台
10と基台6との間に、可動台10を上昇附勢す
る上昇用ばね手段たる2個のエアばね本体11,
11を介装し、各エアばね本体11にエア流通管
(図示せず)を接続し、このエア流通管に設けた
送気口及び排気口(図示せず)にエアコンプレツ
サ(図示せず)からのエアホース等(図示せず)
をソレノイドバルブ(図示せず)を介して接続
し、このソレノイドバルブの切換によりコンプレ
ツサからの圧力エアを各エアばね本体11に対し
交互に圧入、排出させて該エアばね本体11を伸
縮させ、それにより可動台10を基台6と上架台
8との間において所定のストロークで上下振動を
行わせるように構成している。そしてこの可動台
10に前記破枠用振動杆5の上端が固定されてお
り、従つて上述した上下振動手段5a(エアばね
装置)の作動による可動台10の上下動によりこ
の振動杆5が可動台10と同じストロークにて上
下振動することになる。また、上記エアばね装置
においてエアばね本体11内のエアが抜かれると
振動杆5の自重によつて可動台10が下降しエア
ばね本体11が収縮するわけであるが、この可動
台10の下降速度を速めるために各支柱7には上
架台8と可動台10との間に、可動台10を下降
附勢する下降用ばね手段たるコイルばね12が介
装してあつて、このばね12はエアの圧入による
エアばね本体11の伸張時即ち可動台10の上昇
時には圧縮され、そしてエアが抜かれて可動台1
0が下降動作に移るときこのばね12の復元力に
よつて可動台10の下降速度が増大されるように
なつている。尚、このようなコイルばね12を設
ける代わりに、上架台8と可動台10との間に上
記上昇降ばね手段11と同様なエアばね本体を介
設して、斯る上下のエアばね本体を交互に伸縮さ
せるようにすることもできる。
To explain the above structure in more detail, the elevator frame 1 has four pillars 7 at the four corners of the base 6.
...... (see Figure 2), and these pillars 7...
An upper frame 8 is fixed to the upper end, and a support frame 9 is connected to the lower part of the base 6. The vertical vibration means 5 is provided between the base 6 and the upper frame 8 in the machine frame 1.
It is equipped with a. The vertical vibration means 5a is composed of, for example, an air spring device, and a movable base 10 is attached to the supports 7 so as to be vertically slidable. two air spring bodies 11, which serve as rising spring means;
11, an air distribution pipe (not shown) is connected to each air spring main body 11, and an air compressor (not shown) is connected to an air supply port and an exhaust port (not shown) provided in this air distribution pipe. ) air hose etc. (not shown)
are connected via a solenoid valve (not shown), and by switching the solenoid valve, pressurized air from the compressor is alternately pressed into and discharged from each air spring body 11 to expand and contract the air spring body 11. The movable table 10 is configured to vibrate vertically between the base 6 and the upper frame 8 with a predetermined stroke. The upper end of the frame-breaking vibrating rod 5 is fixed to this movable table 10, and the vibrating rod 5 is movable by the vertical movement of the movable table 10 caused by the operation of the vertical vibrating means 5a (air spring device) mentioned above. It will vibrate up and down with the same stroke as the table 10. In addition, in the above air spring device, when the air in the air spring body 11 is released, the movable base 10 is lowered by the weight of the vibrating rod 5, and the air spring body 11 is contracted. In order to increase the speed, a coil spring 12, which is a lowering spring means for urging the movable base 10 downward, is interposed between the upper frame 8 and the movable base 10 in each support column 7. When the air spring main body 11 is expanded by press-fitting air, that is, when the movable base 10 rises, it is compressed, and the air is released and the movable base 1
When the movable base 10 moves to a lowering operation, the restoring force of the spring 12 increases the lowering speed of the movable base 10. Incidentally, instead of providing such a coil spring 12, an air spring body similar to the above-mentioned lifting/lowering spring means 11 is interposed between the upper pedestal 8 and the movable table 10, and the upper and lower air spring bodies are It is also possible to alternately expand and contract.

また前記ケーシング2及びオーガスクリユー3
の駆動方式につき説明すれば、昇降機枠1内に
は、電動機13が固設されると共に、その出力軸
(図示省略)に並行して短管21が回転自在に架
設され、この出力軸に固設された小ギヤ(図示省
略)と、短管21に固設され、小ギヤに噛み合う
大ギヤ14とからなる第1回転駆動部22によつ
て前記電動機13の回転力が短管21に伝達さ
れ、該短管21に連結されるオーガスクリユー3
を回転駆動せしめる。また短管21の下部に固設
されたギヤ15と、該ギヤ15に噛み合うようギ
ヤケース17に軸架された複数個のピニオン16
と、これらピニオン16に噛み合つて回転するよ
う同じくギヤケース17に保持されたインナーギ
ヤ18とからなる第2回転駆動部23に、ケーシ
ング2の上端部がボルト19にて一体的に連結さ
れ、該第2回転駆動部23によつてケーシング2
が前記オーガスクリユー3の回転方向と反対方向
に回転駆動せしめるようになつている。以上のよ
うに、電動機13の回転力は上記第1回転駆動部
22及び第2回転駆動部23によつてオーガスク
リユー3とケーシング2とを一体不可分的に関連
した状態で互いに逆回転せしめるようになつてい
る。
In addition, the casing 2 and the auger screw 3
To explain the drive method, an electric motor 13 is fixedly installed in the elevator frame 1, and a short pipe 21 is rotatably installed in parallel with its output shaft (not shown), and a short pipe 21 is fixedly installed on the output shaft. The rotational force of the electric motor 13 is transmitted to the short tube 21 by the first rotation drive section 22, which is composed of a small gear (not shown) provided therein and a large gear 14 that is fixedly installed on the short tube 21 and meshes with the small gear. and the auger screw 3 connected to the short pipe 21
drive the rotation. Furthermore, a gear 15 is fixedly installed at the lower part of the short pipe 21, and a plurality of pinions 16 are mounted on the gear case 17 so as to mesh with the gear 15.
The upper end of the casing 2 is integrally connected with a bolt 19 to a second rotation drive section 23 consisting of an inner gear 18 which is also held in the gear case 17 so as to mesh with and rotate with these pinions 16. The casing 2 is rotated by the second rotary drive unit 23.
is configured to rotate in a direction opposite to the rotational direction of the auger screw 3. As described above, the rotational force of the electric motor 13 is applied by the first rotational drive section 22 and the second rotational drive section 23 to cause the auger screw 3 and the casing 2 to rotate in opposite directions while being inseparably related to each other. It's getting old.

前記振動杆5はオーガスクリユー3の中空軸4
内に上下動自在に挿通されて、その下端部は第1
図に仮想線で示す最下降位置において少なくとも
可動台10のストロークに相当する長さだけ突出
するようにしてあり、またこの振動杆5の下端に
はカツター部材20が装着されている。
The vibrating rod 5 is the hollow shaft 4 of the auger screw 3.
The lower end of the first
At the lowest position indicated by the imaginary line in the figure, it protrudes by at least a length corresponding to the stroke of the movable base 10, and a cutter member 20 is attached to the lower end of the vibrating rod 5.

上述したような構成を有するアースオーガの操
作にあたつては、先ず昇降機枠1をリーダ(図示
せず)頂部より適当高さに懸吊支持した状態で、
電動機13を作動してオーガスクリユー3及びケ
ーシング2を回転させ、そして昇降操作用ワイヤ
ー(図示せず)を繰り出して機枠1を介しケーシ
ング2及びオーガスクリユー3を下降させせなが
らそれらの回転動作によつて地盤Gに削孔を行
う。そして地盤Gが普通の土砂層であればオーガ
スクリユー3及びケーシング2の回転のみで十分
削孔可能であるが、削孔中に第1図に示すような
岩石群Rの層に出会した場合には、上昇用ばね手
段11と下降用ばね手段12とからなる上下振動
手段5aを作動させて破砕用振動杆5を上下振動
させながら、この振動杆5下端部でオーガスクリ
ユー3及びケーシング2による削孔作業に先行し
て岩石を破砕し、削孔が容易に行えるようにす
る。この破砕用振動杆5による岩石の破砕は該振
動杆5の下端部を岩石に直接叩き付けることでも
十分可能であるが、該振動杆5下端にカツター部
材20を装着させることにより岩石を細かく粉砕
することができる。このようにして破砕された岩
石の破砕片あるいは普通の土砂層において掘削さ
れた土砂は削孔作業の途中においてオーガスクリ
ユー3によつて地上に排出される。そして削孔作
業終了後は、上下振動手段5aの作業を停止する
と共に破砕用振動杆5を最上昇位置に保持し、ま
たオーガスクリユー3及びケーシング2を通常は
削孔時の回転方向と逆方向に回転させながら、昇
降機枠1を介してこれらオーガスクリユー3及び
ケーシング2を地上へと抜き出し、その後掘削孔
内に既製杭が挿入されることとなる。
When operating the earth auger having the above-described configuration, first, the elevator frame 1 is suspended and supported from the top of the leader (not shown) at an appropriate height.
The electric motor 13 is operated to rotate the auger screw 3 and the casing 2, and a lifting operation wire (not shown) is fed out to lower the casing 2 and the auger screw 3 through the machine frame 1 while rotating them. A hole is drilled in the ground G by the operation. If the ground G is a normal soil layer, it would be possible to drill the hole simply by rotating the auger screw 3 and the casing 2, but during drilling, we encountered a layer of rock group R as shown in Figure 1. In this case, the vibration rod 5 for crushing is vibrated vertically by operating the vertical vibration means 5a consisting of the spring means 11 for raising and the spring means 12 for lowering, and the auger screw 3 and the casing are vibrated at the lower end of the vibration rod 5. Prior to the drilling work in step 2, the rock is crushed to facilitate drilling. Although it is possible to crush rocks with the crushing vibrating rod 5 by directly hitting the rock with the lower end of the vibrating rod 5, by attaching a cutter member 20 to the lower end of the vibrating rod 5, the rock can be crushed into fine pieces. be able to. The crushed rock fragments thus crushed or the earth and sand excavated in the ordinary earth and sand layer are discharged to the ground by the auger screw 3 during the drilling operation. After the drilling operation is completed, the operation of the vertical vibration means 5a is stopped, and the crushing vibration rod 5 is held at the highest position, and the auger screw 3 and casing 2 are normally rotated in the opposite direction to the direction of rotation during drilling. The auger screw 3 and casing 2 are extracted to the ground through the elevator frame 1 while rotating in the direction, and then the ready-made pile is inserted into the excavated hole.

上述した実施例においては1個の電動機によつ
てオーガスクリユーとケーシングを一体不可分的
に逆方向に回転させるようにしたが、本発明はこ
れに限定されるものではなく、例えば2個の電動
機を用いてオーガスクリユー及びケーシングをそ
れぞれ別個独立に適宜回転させるようにしてもよ
い。
In the embodiment described above, the auger screw and the casing are integrally and inseparably rotated in opposite directions by one electric motor, but the present invention is not limited to this, and for example, two electric motors are used. The auger screw and the casing may be appropriately rotated separately and independently using a screwdriver.

したがつて本発明によれば、オーガスクリユー
3及びケーシング2を回転駆動せしめる第1回転
駆動部22及び第2回転駆動部23とオーガスク
リユー3の中空軸に挿入され上下に振動する破砕
用振動杆5との間に上昇用ばね手段11及び下降
用ばね手段12を介装するようにしたため両ばね
手段11,12の作動によつて上記振動杆5を上
下に振動せしめると共に、同時にこれら両ばね手
段11,12が緩衝作用を発揮し、上記オーガス
クリユーや回転駆動部に対する衝撃力を弱めその
損傷を防止する効果がある。
Therefore, according to the present invention, the first rotary drive section 22 and the second rotary drive section 23 that rotationally drive the auger screw 3 and the casing 2 and the crushing device that is inserted into the hollow shaft of the auger screw 3 and vibrates up and down. Since the lifting spring means 11 and the lowering spring means 12 are interposed between the vibrating rod 5, the vibrating rod 5 is caused to vibrate up and down by the operation of both spring means 11 and 12, and at the same time, both of these spring means 11 and 12 are operated. The spring means 11 and 12 exhibit a buffering effect, which has the effect of weakening the impact force on the auger screw and the rotational drive section and preventing damage thereto.

また本発明によれば、上記破砕用振動杆5がそ
の自重によつて下がるとき下降用ばね手段12に
よつて更に強制的に押し下げるので岩層等に対す
る破砕力が一層強力になり、従つて掘削作業能率
が向上する。
Further, according to the present invention, when the crushing vibrating rod 5 is lowered by its own weight, it is further forcibly pushed down by the lowering spring means 12, so that the crushing force against the rock layer etc. becomes even stronger, and therefore the excavation work is improved. Improves efficiency.

さらにまた本発明によれば、オーガスクリユー
3の外側にはケーシング2が嵌合されているた
め、掘削途上においてオーガスクリユー3は削孔
壁、特に岩壁の抵抗を受けることがなく、したが
つて破砕用振動杆5の振動による慣性によつてオ
ーガスクリユー3が若干移動してもスクリユー損
傷に至ることはない。
Furthermore, according to the present invention, since the casing 2 is fitted on the outside of the auger screw 3, the auger screw 3 is not subjected to resistance from the borehole wall, especially the rock wall, during the excavation process. Therefore, even if the auger screw 3 moves slightly due to inertia caused by the vibration of the crushing vibrating rod 5, the screw will not be damaged.

なおまた本発明によれば、第1回転駆動部22
と第2回転駆動部23とによつてオーガスクリユ
ー3とケーシング2との回転方向を互に逆にし、
回転反力を相殺するようにしているため、掘削途
上において衝撃振動を受けても捩れの発生がな
く、それだけ掘削孔の真直度を高くすることがで
きる。
Furthermore, according to the present invention, the first rotary drive section 22
and the second rotation drive unit 23 to reverse the rotation directions of the auger screw 3 and the casing 2,
Since the rotation reaction force is offset, there is no twisting even if impact vibration is received during excavation, and the straightness of the excavation hole can be increased accordingly.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明アースオーガの一実施例を示す
一部縦断面図、第2図は第1図の−線断面図
である。 1……昇降機枠、2……ケーシング、3……オ
ーガスクリユー、5……破砕用振動杆、6……基
台、7……ガイド支柱、8……上架台、10……
可動台、11……上昇用ばね手段、12……下降
用ばね手段、20……カツター部材、21……短
管、22……第1回転駆動部、23……第2回転
駆動部。
FIG. 1 is a partial vertical sectional view showing one embodiment of the earth auger of the present invention, and FIG. 2 is a sectional view taken along the line -- in FIG. DESCRIPTION OF SYMBOLS 1... Elevator frame, 2... Casing, 3... Auger screw, 5... Vibrating rod for crushing, 6... Base, 7... Guide column, 8... Upper frame, 10...
Movable base, 11... spring means for rising, 12... spring means for descending, 20... cutter member, 21... short tube, 22... first rotation drive section, 23... second rotation drive section.

Claims (1)

【特許請求の範囲】[Claims] 1 リーダに昇降自在に吊支される昇降機枠1
と、該昇降機枠の基台6及び該基台に立設したガ
イド支柱7を介して該ガイド支柱の上端部に固着
した上架台8と、上記基台及び前記上架台の間に
あつて上記ガイド支柱に沿つて昇降する可動台1
0と、上記基台と前記可動台との間に介装される
上昇用ばね手段11と、上記可動台と上記上架台
との間に介装される下降用ばね手段12と、上記
可動台にその上端部が固着され、その下端部にカ
ツター部材20が固着された破砕用振動杆5と、
該振動杆の外側に嵌合され、上記昇降機枠に回転
自在に軸架された短管21と、該短管の上部に設
けられ該短管を回転駆動せしめる第1回転駆動部
22と、前記短管の下部同軸に設けられ、第1回
転駆動部と反対方向に回転駆動する第2回転駆動
部23と、上記短管の下端部に連結され、内部に
前記振動杆5を挿通する中空状のオーガスクリユ
ー3と、該オーガスクリユーの外側に嵌合され、
その上端部が前記第2回転駆動部に連結されたケ
ーシング2と、からなるアースオーガ。
1 Elevator frame 1 that is suspended from the leader so that it can be raised and lowered freely
and an upper frame 8 fixed to the upper end of the guide column via a base 6 of the elevator frame and a guide column 7 erected on the base; Movable platform 1 that moves up and down along the guide column
0, a rising spring means 11 interposed between the base and the movable base, a lowering spring means 12 interposed between the movable base and the upper frame, and the movable base. a crushing vibrating rod 5 having an upper end fixed to it and a cutter member 20 fixed to its lower end;
a short pipe 21 fitted on the outside of the vibrating rod and rotatably mounted on the elevator frame; a first rotational drive section 22 provided at the top of the short pipe to rotationally drive the short pipe; A second rotary drive section 23 is provided coaxially at the bottom of the short tube and rotates in the opposite direction to the first rotary drive section; The auger screw 3 is fitted on the outside of the auger screw,
An earth auger comprising: a casing 2 whose upper end is connected to the second rotary drive section;
JP21029782A 1982-11-30 1982-11-30 Earth auger Granted JPS5998994A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21029782A JPS5998994A (en) 1982-11-30 1982-11-30 Earth auger

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21029782A JPS5998994A (en) 1982-11-30 1982-11-30 Earth auger

Publications (2)

Publication Number Publication Date
JPS5998994A JPS5998994A (en) 1984-06-07
JPS6243036B2 true JPS6243036B2 (en) 1987-09-11

Family

ID=16587061

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21029782A Granted JPS5998994A (en) 1982-11-30 1982-11-30 Earth auger

Country Status (1)

Country Link
JP (1) JPS5998994A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02143229U (en) * 1989-05-01 1990-12-05
JPH0539961Y2 (en) * 1989-02-20 1993-10-12

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0539961Y2 (en) * 1989-02-20 1993-10-12
JPH02143229U (en) * 1989-05-01 1990-12-05

Also Published As

Publication number Publication date
JPS5998994A (en) 1984-06-07

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