JPS6358999B2 - - Google Patents

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Publication number
JPS6358999B2
JPS6358999B2 JP55090335A JP9033580A JPS6358999B2 JP S6358999 B2 JPS6358999 B2 JP S6358999B2 JP 55090335 A JP55090335 A JP 55090335A JP 9033580 A JP9033580 A JP 9033580A JP S6358999 B2 JPS6358999 B2 JP S6358999B2
Authority
JP
Japan
Prior art keywords
cutter
bucket
opening
side cutter
foundation
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
JP55090335A
Other languages
Japanese (ja)
Other versions
JPS5715795A (en
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 filed Critical
Priority to JP9033580A priority Critical patent/JPS5715795A/en
Publication of JPS5715795A publication Critical patent/JPS5715795A/en
Publication of JPS6358999B2 publication Critical patent/JPS6358999B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は、建設工事において掘削した基礎杭用
孔部の礎底をさらに拡大掘削するアースドリルの
礎底拡大掘削装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a foundation bottom expansion excavation device for an earth drill that further enlarges and excavates the foundation bottom of a foundation pile hole excavated during construction work.

従来より、杭の下端底部を大きくし、杭先端に
おける支持力を強化させることが知られている
が、本発明者は既に実願昭54−139289号におい
て、この先端支持力をより強化させるために、拡
大底部の深さを大きくすることを提案している。
すなわち、従来の礎底拡大掘削装置は、バケツト
側部に出没自在なカツタを設け、孔底の半径方向
のみを拡大掘削していたのに対し、孔底の半径方
向のみならず深さ方向にも同時に掘削する装置を
提案したのである。ところが、この提案装置にお
けるカツタのバケツトからの突出動作は、バケツ
ト軸芯部に設けた回転駆動軸をカツタに連結さ
せ、この駆動軸をバケツトに対し相対移動させる
機構によつていたため、地盤の土質等の影響によ
りカツタが所定の位置まで突出しない場合があ
り、充分な礎底拡大が行なわれない惧れがあつ
た。もし、かかる事態に及べば、基礎杭の先端を
所望の大きさにすることができなくなり、ひいて
はこの杭の支持力が初期のものより著しく減殺さ
れる可能性を有していた。
Conventionally, it has been known that the bottom of the lower end of a pile is made larger to strengthen the supporting force at the tip of the pile, but the present inventor has already proposed in Utility Model Application No. 139289/1989 a method for further strengthening the supporting force at the tip. It is proposed to increase the depth of the bottom of the expansion.
In other words, conventional foundation bottom expansion excavation equipment has a retractable cutter on the side of the bucket and expands only the radial direction of the hole bottom. At the same time, he proposed a device for drilling. However, in this proposed device, the protruding operation of the cutter from the bucket was based on a mechanism in which a rotary drive shaft provided at the core of the bucket was connected to the cutter, and this drive shaft was moved relative to the bucket. Due to the influence of soil quality, etc., the vines may not protrude to the specified position, and there is a risk that the foundation base will not be expanded sufficiently. If such a situation were to occur, it would become impossible to make the tip of the foundation pile the desired size, and there was a possibility that the supporting capacity of this pile would be significantly reduced compared to the initial one.

本発明は以上の欠点を除去するためになされた
もので、カツタのバケツトからの出没を油圧駆動
機構により制御するようにし、そして、このカツ
タをバケツト軸芯に関して約45゜回転方向に傾け
て立設してカツタの喰い込み切削度を良好ならし
めるとともに、カツタ下辺を支持平板を介して半
径方向補強部材により支持案内させることにより
砕土詰りのないカツタのスムーズな出没作動を保
証し得るようにし、更にこのカツタを駆動させる
前記油圧駆動機構の作動を利用し、ピストンロツ
ドが所定量下降することによつて、サイドカツタ
が開口部より突出したことを検知するカツタ検知
機構を設けたアースドリルの礎底拡大掘削装置を
提供するものである。
The present invention has been made in order to eliminate the above-mentioned drawbacks.The invention uses a hydraulic drive mechanism to control the movement of the cutter into and out of the bucket, and the cutter is erected at an angle of about 45 degrees with respect to the axis of the bucket. In addition, the lower side of the cutter is supported and guided by a radial reinforcing member via a support plate to ensure smooth ejection and retraction operation of the cutter without clogging with crushed soil. Furthermore, an enlargement of the base of the earth drill is provided with a cutter detection mechanism that detects that the side cutter has protruded from the opening by lowering the piston rod by a predetermined amount using the operation of the hydraulic drive mechanism that drives the cutter. The company provides drilling equipment.

以下図示実施例により本発明を説明すると、第
1図〜第4図において、1は円筒状のバケツト
で、第9図cに示すように回転駆動軸2の下端に
連結用筒状部材27を介して取付けられ、この回
転駆動軸2の上端に接続された駆動モータ28に
より矢印W方向に回転して後に詳述するサイドカ
ツタ3およびボトムカツタ4により礎底Eを径方
向および深さ方向に同時に拡大掘削するものであ
る。
The present invention will be described below with reference to illustrated embodiments. In FIGS. 1 to 4, 1 is a cylindrical bucket, and as shown in FIG. The foundation E is simultaneously expanded in the radial and depth directions by the side cutters 3 and bottom cutters 4, which will be described in detail later, by rotating in the direction of arrow W by a drive motor 28 connected to the upper end of the rotary drive shaft 2. It is something to be excavated.

5は上記バケツト1の側部に形成した排土取込
用の開口部で、本実施例では軸芯を中心に120゜間
隔に3ケ所設けられている。この側部開口部5は
第2図に示すように回転方向後方側すなわち右側
部を垂直辺とする細長な台形状を有し、該垂直辺
の上縁内部の取付金部分にはピン6を介し、略扇
形状を呈するサイドカツタ3の頂縁を枢支してい
る。そしてこのサイドカツタ3は後述する油圧シ
リンダ7の作動によりピン6を支点として揺動し
上記側部開口部5より半径方向に出没自在になつ
ている。しかしてサイドカツタ3は、バケツト1
の軸芯に対し約45゜、回転方向前方側へ傾斜して
おり、その下端部には、その一辺にバケツト1の
半径方向に延びる補強部材9が取付けられた扇形
の支持平板8の他辺が固定されている。なお、サ
イドカツタ3の突出部分の外周には爪状カツタ3
aを複数個連設するとともに、この突出部分の下
側部3bをバケツト1の軸芯方向に平行になるよ
う形成し、孔の深さ方向の掘削を容易ならしめて
いる。
Reference numeral 5 denotes openings for taking in waste soil formed on the side of the bucket 1, and in this embodiment, three openings are provided at 120° intervals around the axis. As shown in FIG. 2, this side opening 5 has an elongated trapezoid shape with the rear side in the rotational direction, that is, the right side, as the vertical side, and a pin 6 is attached to the mounting metal part inside the upper edge of the vertical side. Through this, the top edge of the side cutter 3, which has a substantially fan shape, is pivotally supported. The side cutter 3 swings about a pin 6 as a fulcrum by the operation of a hydraulic cylinder 7, which will be described later, so that it can freely protrude and retract from the side opening 5 in the radial direction. However, side cutter 3 is bucket cutter 1.
The other side of the fan-shaped support plate 8 is inclined forward in the rotational direction at an angle of about 45° with respect to the axis of is fixed. In addition, a claw-shaped cutter 3 is provided on the outer periphery of the protruding portion of the side cutter 3.
The lower part 3b of this protruding part is formed to be parallel to the axial direction of the bucket 1, making it easy to excavate the hole in the depth direction.

10は上記バケツト1の底部を構成する略円錐
状の底蓋で、ヒンジ11を介してこのバケツト1
の筒部に枢着されている。12はこの底蓋10を
閉塞するためのロツク棒で、バケツト1の軸芯方
向に沿つてこれを貫通し、底蓋10からの突出部
分には矢尻状のロツク部12aが設けられ、また
バケツト1の上部からの突出部分には操作ハンド
ル12bが形成されている。そしてこの操作ハン
ドル12bがは常時ばね13により附勢され、上
記底蓋10を閉じたときこれを自動的にロツクす
るようになつている。すなわち、底蓋10には上
記ロツク部12aの形状に合致した長孔14が穿
設されており、ばね13に抗してロツク棒12を
回転させてからこの長孔14にロツク部12aを
貫通させて底蓋10を閉じれば自動的にロツクさ
れる。また、底蓋10には、上記3個の側部開口
部5のそれぞれの間に対応する部分に、開口部1
5を形成し、各開口部15の回転方向後方縁部に
はそれぞれ複数の爪状カツタ4aから成るボトム
カツタ4をその底部の中心より放射状に突設して
いる。
Reference numeral 10 denotes a substantially conical bottom lid constituting the bottom of the bucket 1, which is connected to the bucket 1 via a hinge 11.
It is pivotally attached to the cylindrical part. Reference numeral 12 denotes a lock rod for closing the bottom lid 10, which passes through this along the axial direction of the bucket 1. An arrowhead-shaped lock portion 12a is provided on the protruding portion from the bottom lid 10. An operating handle 12b is formed on a protruding portion from the top of the handle 1. The operating handle 12b is always energized by a spring 13, and is automatically locked when the bottom cover 10 is closed. That is, a long hole 14 matching the shape of the lock part 12a is bored in the bottom cover 10, and after rotating the lock rod 12 against the spring 13, the lock part 12a is inserted into the long hole 14. When the bottom cover 10 is closed, it is automatically locked. The bottom cover 10 also has an opening 1 in a portion corresponding to each of the three side openings 5.
5, and bottom cutters 4 each consisting of a plurality of claw-like cutters 4a are provided at the rear edge in the rotational direction of each opening 15 to protrude radially from the center of the bottom thereof.

上記側部および底部開口部5,15における上
記両カツタ3,4の取付側と対向する縁部には、
それぞれ図示しないサイドシヤツタおよびボトム
シヤツタを蝶着している。これらの両シヤツタは
各開口部5,15の所要部分を閉塞する平板状を
呈し、バケツト1内方へのみ揺動可能であり、し
たがつて上記開口部5,15から取入れた排土の
こぼれるのを防止できるようになつている。
At the edges of the side and bottom openings 5, 15 facing the mounting sides of the cutters 3, 4,
A side shutter and a bottom shutter (not shown) are each hinged. These two shutters have a flat plate shape that closes the required portions of each opening 5, 15, and can only swing inward to the bucket 1, so that the waste soil taken in from the openings 5, 15 spills. It is now possible to prevent this.

しかして油圧シリンダ7は、上記サイドカツタ
3を側部開口部5より出没させるためのもので、
ピストンロツド16の先端には連結部材17が取
付けられ、アーム18の両端がそれぞれこの連結
部材17と上記サイドカツタ3とに枢着されてい
る。したがつて、ピストンロツド16を下降させ
ればアーム18を介してサイドカツタ3を外方へ
突出させることができる。19,20はそれぞれ
上記油圧シリンダ7への圧油の給排を行なう給油
管および排油管で、第9図cに示すように駆動軸
2に沿つて設けられ、従来周知のスイベルジヨイ
ント21を介して図示しない油圧源へ接続されて
いる。そしてこの油圧源には油圧検出器(図示せ
ず)を接続し、その油圧をXYレコーダに記録し
て上記油圧シリンダ7に働く油圧の変動を操作員
が確認できるようにしている。
The hydraulic cylinder 7 is for causing the side cutter 3 to protrude and retract from the side opening 5,
A connecting member 17 is attached to the tip of the piston rod 16, and both ends of an arm 18 are pivotally connected to the connecting member 17 and the side cutter 3, respectively. Therefore, by lowering the piston rod 16, the side cutter 3 can be projected outward via the arm 18. Reference numerals 19 and 20 denote an oil supply pipe and an oil drain pipe for supplying and discharging pressure oil to the hydraulic cylinder 7, respectively, which are provided along the drive shaft 2 as shown in FIG. It is connected to a hydraulic power source (not shown) through it. A hydraulic pressure detector (not shown) is connected to this hydraulic pressure source, and the hydraulic pressure is recorded on an XY recorder so that the operator can confirm fluctuations in the hydraulic pressure acting on the hydraulic cylinder 7.

22は上記油圧シリンダ7の本体に取付けたリ
ミツトスイツチで、ピストンロツド16に形成し
た突状部材23により押圧、開放される。すなわ
ち、ピストンロツド16が下降し、上記サイドカ
ツタ3が所定量突出したとき、このリミツトスイ
ツチ22はON状態となるようになつている。2
4はリミツトスイツチ22のON−OFF状態を伝
達する導電線で、第9図cに示すように、駆動軸
2に沿つて設けられており、この導電線24を流
れる信号はスリツプリング25を介して固定側の
導電線26へ伝達される。そしてこの地上の導電
線26は上記XYレコーダおよび表示ランプ(図
示せず)に接続されており、上記サイドカツタ3
が所定量突出したとき、該表示ランプは点灯し、
また、XYレコーダに信号が記録されて、このサ
イドカツタ3の動作が目視により確認できるよう
になつている。
Reference numeral 22 designates a limit switch attached to the main body of the hydraulic cylinder 7, which is pressed and released by a protruding member 23 formed on the piston rod 16. That is, when the piston rod 16 descends and the side cutter 3 protrudes by a predetermined amount, the limit switch 22 is turned on. 2
4 is a conductive wire that transmits the ON/OFF state of the limit switch 22, and is provided along the drive shaft 2, as shown in FIG. The signal is transmitted to the conductive wire 26 on the fixed side. This ground conductive wire 26 is connected to the XY recorder and display lamp (not shown), and is connected to the side cutter 3.
When protrudes by a predetermined amount, the indicator lamp lights up,
Further, a signal is recorded on an XY recorder so that the operation of the side cutter 3 can be visually confirmed.

ところで上記構成に係る礎底拡大掘削装置によ
り礎底を拡大掘削すると、必ずしも全ての排土が
バケツト1内に取込まれず、一部は該孔底部に残
るため、この残土を浚い取ることが必要である。
また、サイドカツタ3の下部カツタ3cはボトム
カツタ4よりも上方に位置するため第9図cに示
すように段部Bが形成されているので、必要な断
面形状を確保できるようにこれをさらに切削して
すり鉢状に仕上げる必要がある。第5図〜第8図
はこの底浚いを目的とした底浚装置を示してお
り、この装置は基本的には上記拡大掘削装置と同
様な構成を有している。すなわち、バケツト29
には、一対の台形状の側部開口部30を形成し、
この開口部30の縁部には上記台形と略同形で断
面円弧状のサイドシヤベル31を枢着しており、
上記バケツト29軸部に設けた油圧シリンダ32
のピストンロツド33先端に取付けた連結部材3
4と上記シヤベル31とをアーム35により連結
し、この油圧シリンダ32によりサイドシヤベル
31を開口部30に対して開閉可能としている。
By the way, when the foundation bottom is expanded and excavated using the foundation bottom expansion excavation device according to the above configuration, not all of the excavated soil is necessarily taken into the bucket 1, and some remains at the bottom of the hole, so it is necessary to dredge up this remaining soil. It is.
In addition, since the lower cutter 3c of the side cutter 3 is located above the bottom cutter 4, a step B is formed as shown in FIG. 9c, so this is further cut to ensure the required cross-sectional shape. It is necessary to finish it in a bowl shape. FIGS. 5 to 8 show a bottom dredging device for the purpose of this bottom dredging, and this device basically has the same structure as the above-mentioned expanding excavation device. That is, Bucket 29
is formed with a pair of trapezoidal side openings 30;
A side shovel 31 having substantially the same shape as the trapezoid and having an arcuate cross section is pivotally attached to the edge of the opening 30.
Hydraulic cylinder 32 provided on the shaft of bucket 29
The connecting member 3 attached to the tip of the piston rod 33 of
4 and the shovel 31 are connected by an arm 35, and the side shovel 31 can be opened and closed with respect to the opening 30 by this hydraulic cylinder 32.

上記サイドシヤベル31の底辺31aは、後述
するボトムシヤベル41と略同一直線上にあり、
当該孔底部を、段部を形成することなくすり鉢状
に仕上げることができるようになつている。
The bottom side 31a of the side shovel 31 is substantially on the same straight line as a bottom shovel 41, which will be described later,
The bottom of the hole can be finished into a mortar shape without forming a step.

36,37は油圧シリンダ32に圧油を給排す
る給油管および排油管で、これらは上記拡大掘削
装置における給油管19および排油管20と同様
に、スイベルジヨイントを介して地上に設置され
た油圧源へ接続されている。
Reference numerals 36 and 37 are oil supply pipes and oil drain pipes for supplying and discharging pressure oil to the hydraulic cylinder 32, and these are installed on the ground via a swivel joint, similar to the oil supply pipe 19 and oil drain pipe 20 in the above-mentioned expanded drilling equipment. Connected to hydraulic power source.

また、上記バケツト29の底部に枢着された底
蓋38は、拡大掘削装置の底蓋10と略同様な構
成を有し、矢尻状ロツク部39aを有するロツク
棒39を介して該底部を開閉可能になつている。
40はこの底蓋38に形成された一対の底部開口
部で、その縁部にはそれぞれボトムシヤベル41
が取付けられている。
Further, a bottom cover 38 pivotally attached to the bottom of the bucket 29 has substantially the same configuration as the bottom cover 10 of an enlarged excavation device, and the bottom can be opened and closed via a lock rod 39 having an arrowhead-shaped lock portion 39a. It's becoming possible.
Reference numeral 40 designates a pair of bottom openings formed in the bottom cover 38, each of which has a bottom shovel 41 at its edge.
is installed.

なお上記両開口部30,40ともにそれぞれシ
ヤツタが蝶着され、これらの開口部30,40に
取込まれた排土のこぼれるのを防止している。
Note that shutters are hinged to both of the openings 30 and 40, respectively, to prevent the waste soil taken into these openings 30 and 40 from spilling.

以上の構成を有する礎底拡大掘削装置および底
浚装置による礎底の拡大掘削作業は以下のように
して行なう。すなわち、まず回転駆動軸2の先端
に通常の掘削用バケツトを取付け、第9図aに示
すように杭芯の位置決めを行なつて掘削を開始
し、次いで安定液Fを注入しつつ所定の深さまで
掘削を行なう。そして上記バケツトを引き上げて
これに代えて本発明に係る拡大掘削用バケツト1
を取付け、第9図cに示すように、バケツト1を
礎底Eに設定し、回転駆動しつつ油圧シリンダ7
に圧油を給送してサイドカツタ3を外方へ突出さ
せれば拡大掘削が行なわれる。このときXYレコ
ーダにより油圧が所定値以上に上昇してそれ以後
の上昇がないことを目視し、これによりサイドカ
ツタ3が拡開突出位置になつたことをチエツク
し、さらに表示ランプの点灯を確認してから下方
への掘削を開始する。すなわち、礎底は所定の径
を有して深さ方向へ掘削される。掘削終了後は、
上記油圧シリンダ7を駆動してサイドカツタ3を
バケツト1内へ収納し、そしてこのバケツト1の
引き上げ操作を行なう。
The foundation bottom expansion excavation work using the foundation bottom expansion excavation device and bottom dredging device having the above configuration is performed as follows. That is, first, a regular excavation bucket is attached to the tip of the rotary drive shaft 2, the pile core is positioned as shown in Fig. 9a, and excavation is started. Excavation will be carried out at the same time. Then, the bucket cart 1 for expanding excavation according to the present invention is pulled up and replaced with the bucket cart 1 for expanding excavation according to the present invention.
As shown in Fig. 9c, set the bucket 1 at the foundation bottom E, and while driving it to rotate, press the hydraulic cylinder 7.
Expanded excavation is performed by supplying pressure oil to the side cutters 3 to project them outward. At this time, use the XY recorder to visually check that the oil pressure has risen to a predetermined value or higher and that there has been no further rise, check that the side cutter 3 has reached the expanded protruding position, and check that the indicator lamp is lit. Then start digging downward. That is, the foundation bottom has a predetermined diameter and is excavated in the depth direction. After the excavation is completed,
The hydraulic cylinder 7 is driven to house the side cutter 3 in the bucket 1, and the bucket 1 is pulled up.

次いで上記バケツト1に代えて底浚い用のバケ
ツト29を取付け、通常の掘削用バケツトによる
掘削と同様にこのバケツト29を回転駆動して礎
底Eの段部Bを切削しつつ残土を浚い取り、この
礎底Eの成形仕上げを行なう。
Next, a bottom dredging bucket 29 is attached in place of the bucket 1, and the bucket 29 is driven to rotate in the same manner as excavation with a normal excavation bucket to cut the step B of the foundation bottom E and dredge up the remaining soil. This foundation E is finished by forming.

さらに、先端シユー付鉄筋カゴGを上記礎底を
拡大掘削された孔へ挿入し、これにコンクリート
Hを打設すれば第9図gに示すような深さDの拡
大底部Iを有する基礎杭が完成する。
Furthermore, by inserting a reinforcing bar cage G with a tip shovel into the hole in which the foundation bottom has been enlarged and excavated, and pouring concrete H therein, a foundation pile having an enlarged bottom I with a depth D as shown in Fig. 9g is obtained. is completed.

以上のように本発明によれば、サイドカツタの
バケツトからの出没を油圧駆動機構により制御す
るようにしたので、サイドカツタを所定の位置ま
で確実に突出させることができるばかりでなく、
上記サイドカツタはその下辺にバケツト半径方向
に延びる補強部材を有してこの補強部材よりバケ
ツト回転方向にほぼ45゜傾斜して立設されるとと
もに、開口部下縁に接する該補強部材とサイドカ
ツタ下辺との間には支持平板が連設されているか
ら、孔壁に対する上記カツタの良好な喰込み切削
度を発揮させ得るとともに、支持平板を介し半径
方向補強部材により強固に支持された上記カツタ
は開口部下縁に対し該補強部材により摺動案内さ
れて砕土詰りのないスムーズなカツタ出没作動を
期し得られ、しかもかかるカツタを駆動させる前
記油圧駆動機構を利用し、ピストンロツドが所定
量下降することによつて、リミツトスイツチを
ON状態としてサイドカツタが開口部から突出し
た突出位置となつたことを検知するようにしたの
で、サイドカツタの突出位置を簡単な機構で即座
に確認でき、常に予定した形状を有する礎底を掘
削できるという効果が得られる。
As described above, according to the present invention, since the protrusion and retraction of the side cutter from the bucket is controlled by the hydraulic drive mechanism, the side cutter can not only be reliably protruded to a predetermined position, but also
The side cutter has a reinforcing member extending in the radial direction of the bucket on its lower side, and is erected at an angle of about 45 degrees in the bucket rotational direction from this reinforcing member, and the reinforcing member in contact with the lower edge of the opening and the lower edge of the side cutter Since the support flat plate is continuously provided between them, the cutter can exhibit a good biting degree to the hole wall, and the cutter, which is firmly supported by the radial reinforcing member through the support plate, can be inserted under the opening. The cutter is slidably guided by the reinforcing member against the edge, so that smooth ejection and retraction operation of the cutter without clogging of crushed soil can be expected, and the piston rod is lowered by a predetermined amount using the hydraulic drive mechanism that drives the cutter. , limit switch
Since the ON state detects when the side cutter is in the protruding position protruding from the opening, the protruding position of the side cutter can be instantly confirmed with a simple mechanism, and the foundation bottom can always be excavated in the planned shape. Effects can be obtained.

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

第1図は、本発明に係る礎底拡大掘削装置の要
部を示す斜視図、第2図は礎底拡大掘削装置のサ
イドカツタを突出させた状態を示す正面図、第3
図は第2図の平面図、第4図は第2図の底面図、
第5図は底浚装置のサイドシヤベルを開いた状態
を示す正面図、第6図は底浚装置のサイドシヤベ
ルを開いた状態で示す正面図、第7図は第6図の
平面図、第8図は第6図の底面図、第9図a〜g
は基礎杭打込工事の順序説明図である。 1……バケツト、3……サイドカツタ、4……
ボトムカツタ、5……側部開口部、15……底部
開口部、7……油圧駆動機構(油圧シリンダ)、
22,23……カツタ検知器。
FIG. 1 is a perspective view showing the main parts of the foundation expansion excavation device according to the present invention, FIG. 2 is a front view showing the foundation expansion excavation device with the side cutter protruding, and FIG.
The figure is a top view of Figure 2, Figure 4 is a bottom view of Figure 2,
Fig. 5 is a front view showing the side shovel of the bottom dredging device in an open state, Fig. 6 is a front view showing the side shovel of the bottom dredging device in an open state, Fig. 7 is a plan view of Fig. 6, and Fig. 8 are bottom views of Fig. 6, Fig. 9 a to g.
is an explanatory diagram of the sequence of foundation pile driving work. 1...bucket, 3...side cutlet, 4...
Bottom cutter, 5... Side opening, 15... Bottom opening, 7... Hydraulic drive mechanism (hydraulic cylinder),
22, 23... Katsuta detector.

Claims (1)

【特許請求の範囲】[Claims] 1 側部および底部に排土取込用開口部を形成さ
れた筒状のバケツトと、上記底部開口部に沿つて
固定されたボトムカツタと、上記側部開口部の上
端部に枢支され該開口部より出没自在な略扇形の
サイドカツタと、このサイドカツタを出没駆動制
御する油圧駆動機構とを備え、上記サイドカツタ
はその下辺にバケツト半径方向に延びる補強部材
を有してこの補強部材よりバケツト回転方向にほ
ぼ45゜傾斜して立設されるとともに、開口部下縁
に接する該補強部材とサイドカツタ下辺との間に
は支持平板が連設され、更に上記油圧駆動機構の
油圧シリンダ本体に設けられたリミツトスイツチ
とこれを押圧すべくピストンロツドの作動終端位
置に形成した突起部材とにより、上記サイドカツ
タが開口部より突出したことを検知する検知機構
が構成されたことを特徴とするアースドリルの礎
底拡大掘削装置。
1. A cylindrical bucket with openings for taking in soil at the sides and bottom, a bottom cutter fixed along the bottom opening, and a bottom cutter that is pivotally supported at the upper end of the side opening. The side cutter is equipped with a substantially fan-shaped side cutter that can be freely extended and retracted from the bottom, and a hydraulic drive mechanism that controls the drive of the side cutter to extend and retract. A supporting flat plate is installed in a row at an angle of approximately 45 degrees, and is connected to the reinforcing member that is in contact with the lower edge of the opening and the lower side of the side cutter. A foundation bottom enlarging excavation device for an earth drill, characterized in that a detection mechanism for detecting that the side cutter protrudes from the opening is constituted by a protrusion member formed at the operation end position of the piston rod to press the side cutter.
JP9033580A 1980-07-02 1980-07-02 Base expanding excavator for earth drill Granted JPS5715795A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9033580A JPS5715795A (en) 1980-07-02 1980-07-02 Base expanding excavator for earth drill

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9033580A JPS5715795A (en) 1980-07-02 1980-07-02 Base expanding excavator for earth drill

Publications (2)

Publication Number Publication Date
JPS5715795A JPS5715795A (en) 1982-01-27
JPS6358999B2 true JPS6358999B2 (en) 1988-11-17

Family

ID=13995643

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9033580A Granted JPS5715795A (en) 1980-07-02 1980-07-02 Base expanding excavator for earth drill

Country Status (1)

Country Link
JP (1) JPS5715795A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02134199A (en) * 1988-11-16 1990-05-23 Matsushita Electric Ind Co Ltd Stand for clothes dryer

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59489A (en) * 1982-01-06 1984-01-05 松原 成元 Hole bottom enlarging bucket
JPS5965196A (en) * 1982-04-21 1984-04-13 特殊建機有限会社 Method and apparatus for earth drill bottom enlarging drill-ing, drilling bucket and bottom scrapping bucket
JPH07116450B2 (en) * 1987-05-30 1995-12-13 富士石油株式会社 Pyrolysis treatment method for heavy oil
JPH04228797A (en) * 1991-05-28 1992-08-18 Hitachi Constr Mach Co Ltd Method for executing widened bottom pile by earth drill process

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4926961U (en) * 1972-06-12 1974-03-07

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4926961U (en) * 1972-06-12 1974-03-07

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02134199A (en) * 1988-11-16 1990-05-23 Matsushita Electric Ind Co Ltd Stand for clothes dryer

Also Published As

Publication number Publication date
JPS5715795A (en) 1982-01-27

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