JPH0782977A - Excavator for pile with different diameter - Google Patents

Excavator for pile with different diameter

Info

Publication number
JPH0782977A
JPH0782977A JP22734193A JP22734193A JPH0782977A JP H0782977 A JPH0782977 A JP H0782977A JP 22734193 A JP22734193 A JP 22734193A JP 22734193 A JP22734193 A JP 22734193A JP H0782977 A JPH0782977 A JP H0782977A
Authority
JP
Japan
Prior art keywords
excavation
shaft
blade
excavator
internal
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.)
Pending
Application number
JP22734193A
Other languages
Japanese (ja)
Inventor
Kaname Nakayama
要 仲山
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.)
Suntech Co
Original Assignee
Suntech Co
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 Suntech Co filed Critical Suntech Co
Priority to JP22734193A priority Critical patent/JPH0782977A/en
Publication of JPH0782977A publication Critical patent/JPH0782977A/en
Pending legal-status Critical Current

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  • Earth Drilling (AREA)

Abstract

PURPOSE:To make it possible to surely enlarge an excavation blade in the case excavation having an enlarged diameter is carried out, to enable the execution of an enlarged diameter section for increasing bearing force surely by making it possible to look the enlargement with eye from the outside and to promote reliability. CONSTITUTION:In an excavator for pile with different diameter provided with an excavation enlarged blade 8 capable of coming in and out to an excavation head 2 loaded to the front end of an excavation rod 1 rotated with a free rotation driving device, the excavation enlarged blade 8 makes the excavation rod 1 as the internal and external multiple shaft. The internal and external multiple shaft is provided between both ends of an internal shaft 1a and an external shaft 1b of a force open mechanism slid each other with a center hole cylinder 4 as an expansion devices such as a hydraulic cylinder, etc. An indication arm 6 as a device to look the displacement of the internal and external multiple shaft with the center hole cylinder 4 with the eyeis so provided that an indicating body 6a of the front end thereof is exposed to the outside.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、拡底杭等支持力増大の
ための拡径部分を杭に設けることができる異径杭用掘削
機に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an excavator for piles of different diameter, which can be provided with a diameter-expanded portion for increasing the bearing capacity of a bottom-expanded pile or the like.

【0002】[0002]

【従来の技術】一般に基礎杭などでは、杭先端が支持層
と呼ばれる硬質土に達するまでの長さで施工されること
が要求されるが、長尺な杭を施工することなくすませる
ため、杭の先を球根状に膨らませたいわゆる異径杭とす
ることで支持力の増大を図る場合もある。
2. Description of the Related Art Generally, foundation piles, etc. are required to be constructed with a length until the tip of the pile reaches hard soil called a support layer, but in order to avoid the construction of long piles, In some cases, the bearing capacity may be increased by forming a so-called different diameter pile in which the tip of the bulge is inflated into a bulb shape.

【0003】このような拡底杭などの異径杭を施工する
ための掘削機としては、所定の深さまで掘削後、逆回転
することにより掘削刃を拡大させて掘削できるようにし
たものや押し開くようにしたものである。
As an excavator for constructing piles with different diameters such as bottom piles, after excavating to a predetermined depth, the one that allows the excavating blade to be enlarged by excavating by pushing in reverse or is pushed open. It was done like this.

【0004】[0004]

【発明が解決しようとする課題】現在、主に使用されて
いる回転拡大や押し開き拡大等の機械式の掘削拡大刃を
有する異径杭用掘削機では、拡大の信頼性にかけ、さら
に、掘削ロッドの先端にある掘削ヘッド部での拡縮のた
め、この掘削ヘッドが地中深く掘進した状況下では拡大
したか否かの検知ができず、信頼し得る杭の造成ができ
なかった。
DISCLOSURE OF INVENTION Problems to be Solved by the Invention At present, excavators for different diameter piles having a mechanical excavating and enlarging blade such as rotary enlarging and push-open enlarging, which are mainly used at present, are not only reliable for enlarging but also for excavating. Due to the expansion and contraction of the excavation head portion at the tip of the rod, it was not possible to detect whether or not the excavation head had expanded under the condition of being dug deep into the ground, and it was not possible to construct a reliable pile.

【0005】本発明の目的は前記従来例の不都合を解消
し、掘削刃が確実に拡大すること、および拡大したこと
を外部から直接目視、または電気的な検知手段を介して
目視できるため、支持力増大用の拡径部を確実に施工す
ることができ、信頼性を高めることができる異径杭用掘
削機を提供することにある。
The object of the present invention is to eliminate the inconveniences of the above-mentioned conventional examples, to make sure that the digging blade expands, and to see the expansion directly from the outside or visually through an electrical detecting means. It is an object of the present invention to provide an excavator for piles with different diameters, which can surely construct a diameter-increased portion for increasing the force and improve reliability.

【0006】[0006]

【課題を解決するための手段】本発明は前記目的を達成
するため、任意の回転駆動手段により回転する掘削ロッ
ドの先端に装着する掘削ヘッドに進退出自在な掘削拡大
刃を設けた異径杭用掘削機において、この掘削拡大刃
は、掘削ロッドを内外多重軸とし、この内外多重軸を油
圧シリンダ等の伸縮手段によって相互にスライドする押
開き機構の該内外軸端間に設けるものであり、さらに、
前記伸縮手段による内外多重軸の変位量を目視する手段
を外部に設けたこと、および、変位量を目視する手段
は、油圧シリンダ等の伸縮手段による内軸の動きを示す
指示アームをその先端が外部に顕出するように設けるこ
とを要旨とするものである。
In order to achieve the above object, the present invention has a different diameter pile in which an excavating head mounted on the tip of an excavating rod which is rotated by an arbitrary rotary driving means is provided with an excavating expanding blade capable of advancing and retracting. In the excavator for use, this digging enlargement blade has a digging rod as an inner / outer multi-axis, and the inner / outer multi-axis is provided between the inner / outer shaft ends of a push-opening mechanism that slides with each other by an expansion / contraction means such as a hydraulic cylinder. further,
A means for visually observing the displacement amount of the inner and outer multiple axes by the expanding and contracting means is provided on the outside, and a means for visually observing the displacement amount is provided with a tip end of an indicating arm for indicating the movement of the inner shaft by the expanding and contracting means such as a hydraulic cylinder. The gist is to provide it so as to be exposed to the outside.

【0007】[0007]

【作用】本発明によれば、油圧シリンダ等の伸縮手段を
作動すればこれにより外軸に対して内軸を変位させ、内
外軸端間の距離変化で掘削拡大刃を確実に進退出させる
ことができる。
According to the present invention, when the expanding and contracting means such as the hydraulic cylinder is operated, the inner shaft is displaced with respect to the outer shaft, and the excavation enlarged blade is reliably advanced and retracted by the change in the distance between the ends of the inner and outer shafts. You can

【0008】また、内外軸の変位量は油圧シリンダ等の
伸縮手段の変位量を検知すれば、掘削拡大刃の進退出状
況を検知することができ、これは目視手段で外部から知
ることができる。
Further, the displacement amount of the inner and outer shafts can be detected by detecting the displacement amount of the expanding and contracting means such as a hydraulic cylinder, and the advancing / retreating state of the excavating enlarged blade can be detected from outside by visual means. .

【0009】[0009]

【実施例】以下、本発明の実施例を図面について詳細に
説明する。図1は本発明の異径杭用掘削機の1実施例を
示す一部切欠いた正面図、図2は掘削ヘッド部分の底面
図、図3は掘削ヘッドの非拡大時の縦断正面図である。
Embodiments of the present invention will now be described in detail with reference to the drawings. FIG. 1 is a partially cutaway front view showing an embodiment of an excavator for different diameter piles of the present invention, FIG. 2 is a bottom view of an excavating head portion, and FIG. 3 is a vertical sectional front view of the excavating head when not enlarged. .

【0010】図1に示すようにいわゆるオーガタイプの
掘削機として、油圧駆動モータ等任意の回転駆動手段に
より回転する掘削ロッド1の先端に掘削ヘッド2を設け
たものであるが、この掘削ロッド1は内軸1aと外軸1
bの2重管からなる多重ロッドとして構成し、さらに、
内軸1aはこれを中空軸として注液管とした。
As shown in FIG. 1, as a so-called auger type excavator, an excavation head 2 is provided at the tip of an excavation rod 1 which is rotated by an arbitrary rotary drive means such as a hydraulic drive motor. Is the inner shaft 1a and the outer shaft 1
It is configured as a multiple rod consisting of a double tube of b.
The inner shaft 1a was a hollow shaft and used as a liquid injection pipe.

【0011】この掘削ロッド1の上部に油圧スイベル3
を設け、また、その下部にこの油圧スイベル3からの送
排油で駆動されるセンターホールシリンダ4を設け、こ
れを貫通する前記内軸1aに該センターホールシリンダ
4を連結させた。
A hydraulic swivel 3 is attached to the upper portion of the excavating rod 1.
Further, a center hole cylinder 4 driven by oil sent from and discharged from the hydraulic swivel 3 is provided in the lower part of the cylinder, and the center hole cylinder 4 is connected to the inner shaft 1a passing through the center hole cylinder 4.

【0012】前記センターホールシリンダ4はその周囲
をホルダー5でケーシングされるが、該ホルダー5にス
リット状の縦方向の窓孔5aを設け、また、内軸1aの
動きを示す指示アーム6をこの内軸1aもしくはセンタ
ーホールシリンダ4のロッドに設けるとともに、その先
端は表示体6aとして前記窓孔5aに臨ませ、これが外
部に顕出するようにする。
The center hole cylinder 4 is encased by a holder 5 around the center hole. The holder 5 is provided with a slit-shaped vertical window hole 5a and an indicating arm 6 for indicating the movement of the inner shaft 1a. The rod is provided on the inner shaft 1a or the center hole cylinder 4, and the tip of the rod is exposed as the display body 6a to the window hole 5a so that it is exposed to the outside.

【0013】また、前記ホルダー5は掘削ロッド1の外
軸1bの上端部分を構成するが、この外軸1bはその外
周にスクリュー羽根9を連続的に設けたスクリュー軸と
してもよい。
The holder 5 constitutes the upper end portion of the outer shaft 1b of the excavating rod 1, but the outer shaft 1b may be a screw shaft having screw blades 9 continuously provided on the outer periphery thereof.

【0014】一方、掘削ロッド1の先端に装着する掘削
ヘッド2は通常の掘削ヘッドと同じく掘削ビット2aを
下向きに植設してあり、また、前記注液管でもある内軸
1aの先端が開口する吐出口7を設けてなるが、この掘
削ヘッド2の上部すなわち内軸1aの先端にあたる部分
と、これに近接する外軸1bの先端との間に屈折可能な
リンクアーム8aに掘削ビット8bを植設した掘削拡大
刃8を設ける。
On the other hand, the excavating head 2 attached to the tip of the excavating rod 1 has the excavating bit 2a planted downward like a normal excavating head, and the tip of the inner shaft 1a which is also the liquid injection pipe is open. Although a discharge port 7 is provided, a drill bit 8b is provided on a link arm 8a that can be bent between the upper portion of the drill head 2, that is, the portion corresponding to the tip of the inner shaft 1a, and the tip of the outer shaft 1b adjacent thereto. An excavation enlargement blade 8 that is planted is provided.

【0015】この掘削拡大刃8は図示の例では3個を12
0 °間隔で設けたが、その数は単独もしくは相対向する
2方向でもよく、また、3個以上の複数であってもよ
い。
In the example shown in the drawing, the three digging expansion blades 8 are 12 pieces.
Although they are provided at intervals of 0 °, the number may be single or in two opposite directions, or may be a plurality of three or more.

【0016】次に、使用法について説明すると、駆動モ
ータにより掘削ロッド1および掘削ヘッド2を回転さ
せ、掘削ヘッド2で掘削がなされ、その際、注液管とし
ての内軸1aや吐出口7を介してセメントミルクや水を
注出する。
Explaining the method of use, the drive motor rotates the excavating rod 1 and the excavating head 2 to excavate the excavating head 2. At this time, the inner shaft 1a as the liquid injection pipe and the discharge port 7 are removed. Pour out the cement milk or water through.

【0017】拡径の必要がない場合は図3に示すように
掘削拡大刃8はリンクアーム8aがほぼ直状となり、張
り出さない。
When it is not necessary to expand the diameter, as shown in FIG. 3, the linking arm 8a of the excavating expanding blade 8 is substantially straight and does not project.

【0018】これに対して拡径の必要がある場合は、セ
ンターホールシリンダ4で内軸1aを引き上げると、掘
削拡大刃8はリンクアーム8aが図2に示すように大き
く屈折して張り出し、これで拡径掘削が行われる。そし
て、該拡径掘削の部分は杭における拡径支持部を形成す
ることになる。
On the other hand, when it is necessary to expand the diameter, when the inner shaft 1a is pulled up by the center hole cylinder 4, the excavation expanding blade 8 has the link arm 8a largely bent as shown in FIG. Expansion drilling is carried out at. Then, the enlarged diameter excavation portion forms an enlarged diameter support portion in the pile.

【0019】なお、センターホールシリンダ4が動く際
には、内軸1aとともに指示アーム6も移動し、その先
端の表示体6aが窓孔5a内で下から上に移るように移
動するので、内軸1a、外軸1bの変位量を目視でき、
これによって掘削拡大刃8が張り出されたことを知るこ
とができる。
When the center hole cylinder 4 moves, the indicator arm 6 moves together with the inner shaft 1a, and the display body 6a at the tip of the center arm cylinder 4 moves in the window hole 5a from bottom to top. The amount of displacement of the shaft 1a and the outer shaft 1b can be visually checked,
As a result, it is possible to know that the excavation expansion blade 8 has overhanged.

【0020】図4、図5は本発明の2実施例を示すもの
で、掘削ヘッド2の部分にスライド用シリンダ4′を組
み込むようにしてもよい。この場合も該スライド用シリ
ンダ4′での内軸1aの動きは、掘削ロッド1の上部で
前記指示アーム6を設けて検知するようにすればよい。
FIGS. 4 and 5 show a second embodiment of the present invention, and a slide cylinder 4'may be incorporated in the excavation head 2. Also in this case, the movement of the inner shaft 1a in the sliding cylinder 4'may be detected by providing the pointing arm 6 above the excavation rod 1.

【0021】前記実施例では掘削拡大刃8を拡大作動さ
せる手段としてセンターホールシリンダ4あるいはスラ
イド用シリンダ4′を用いたがこれ以外にも油圧シリン
ダー等の任意の伸縮手段を用てもよい。
Although the center hole cylinder 4 or the slide cylinder 4'is used as the means for enlarging the excavating and enlarging blade 8 in the above-mentioned embodiment, any expanding / contracting means such as a hydraulic cylinder may be used.

【0022】また、内外軸の変位量を検知する手段とし
て指示アーム6を設けて直接目視できるようにしたが、
その他に、伸縮手段の変位量を電気的に検知し、この検
知信号を画面表示することにより、内外軸の変位量を知
るようにしてもよい。
Further, the pointing arm 6 is provided as a means for detecting the displacement amount of the inner and outer shafts so as to be directly visible.
Alternatively, the amount of displacement of the inner and outer shafts may be known by electrically detecting the amount of displacement of the expansion / contraction means and displaying this detection signal on the screen.

【0023】[0023]

【発明の効果】以上述べたように本発明の異径杭用掘削
機は、拡径掘削を行うのに、掘削刃を確実に拡大させる
ことができ、しかも、拡大したことを外部から目視でき
ることで支持力増大用の拡径部を確実に施工することが
でき、信頼性を高めることができるものである。
As described above, according to the excavator for different diameter piles of the present invention, the excavating blade can be surely expanded for expanding the diameter, and the expansion can be visually observed from the outside. Thus, it is possible to surely construct the expanded diameter portion for increasing the supporting force, and it is possible to enhance the reliability.

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

【図1】本発明の異径杭用掘削機の第1実施例を示す一
部切欠いた正面図である。
FIG. 1 is a partially cutaway front view showing a first embodiment of a different diameter pile excavator of the present invention.

【図2】本発明の異径杭用掘削機の第1実施例を示す掘
削ヘッド部分の底面図である。
FIG. 2 is a bottom view of the excavating head portion showing the first embodiment of the excavator for different diameter piles of the present invention.

【図3】本発明の異径杭用掘削機の第1実施例を示す掘
削ヘッド部分の非拡大時の縦断正面図である。
FIG. 3 is a vertical sectional front view of the excavator for different diameter piles according to the first embodiment of the present invention when the excavating head portion is not enlarged.

【図4】本発明の異径杭用掘削機の第2実施例を示す掘
削ヘッド部分の非拡大時の正面図である。
FIG. 4 is a front view of a second embodiment of the excavator for different diameter piles of the present invention when the excavation head portion is not enlarged.

【図5】本発明の異径杭用掘削機の第2実施例を示す掘
削ヘッド部分の拡大時の正面図である。
FIG. 5 is a front view of the excavator for different diameter piles according to the second embodiment of the present invention when the excavation head portion is enlarged.

【符号の説明】[Explanation of symbols]

1…掘削ロッド 1a…内軸 1b…外軸 2…掘削ヘッド 2a…掘削ビット 3…油圧スイベル 4…センターホー
ルシリンダ 4′…スライド用シリンダ 5…ホルダー 5a…窓孔 6…指示アーム 6a…表示体 7…吐出口 8…掘削拡大刃 8a…リンクアーム 8b…掘削ビット 9…スクリュー羽根
1 ... Drilling rod 1a ... Inner shaft 1b ... Outer shaft 2 ... Drilling head 2a ... Drilling bit 3 ... Hydraulic swivel 4 ... Center hole cylinder 4 '... Sliding cylinder 5 ... Holder 5a ... Window hole 6 ... Pointing arm 6a ... Indicator 7 ... Discharge port 8 ... Enlargement blade for excavation 8a ... Link arm 8b ... Excavation bit 9 ... Screw blade

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 任意の回転駆動手段により回転する掘削
ロッドの先端に装着する掘削ヘッドに進退出自在な掘削
拡大刃を設けた異径杭用掘削機において、この掘削拡大
刃は、掘削ロッドを内外多重軸とし、この内外多重軸を
油圧シリンダ等の伸縮手段によって相互にスライドする
ようにした押開き機構の該内外軸端間に設けるものであ
り、さらに、前記伸縮手段による内外多重軸の変位量を
目視する手段を外部に設けたことを特徴とする異径杭用
掘削機。
1. A drilling machine for different diameter piles, wherein a drilling head mounted on the tip of a drilling rod rotated by an arbitrary rotary drive means is provided with a drilling expanding blade that can move forward and backward. An inner / outer multiple shaft is provided between the ends of the inner / outer shaft of a push-opening mechanism in which the inner / outer multiple shaft is slidable with each other by an expanding / contracting device such as a hydraulic cylinder. An excavator for piles of different diameter, which is provided with a means for visually observing the amount.
【請求項2】 変位量を目視する手段は、油圧シリンダ
等の伸縮手段による内軸の動きを示す指示アームをその
先端が外部に顕出するように設ける請求項1記載の異径
杭用掘削機。
2. The excavation for piles with different diameters according to claim 1, wherein the means for visually observing the displacement amount is provided with an instruction arm for indicating the movement of the inner shaft by means of an expansion and contraction means such as a hydraulic cylinder so that its tip is exposed to the outside. Machine.
JP22734193A 1993-09-13 1993-09-13 Excavator for pile with different diameter Pending JPH0782977A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22734193A JPH0782977A (en) 1993-09-13 1993-09-13 Excavator for pile with different diameter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22734193A JPH0782977A (en) 1993-09-13 1993-09-13 Excavator for pile with different diameter

Publications (1)

Publication Number Publication Date
JPH0782977A true JPH0782977A (en) 1995-03-28

Family

ID=16859291

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22734193A Pending JPH0782977A (en) 1993-09-13 1993-09-13 Excavator for pile with different diameter

Country Status (1)

Country Link
JP (1) JPH0782977A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006052575A (en) * 2004-08-11 2006-02-23 Kokudo Sogo Kensetsu Kk Ground drill
JP2006241919A (en) * 2005-03-07 2006-09-14 Haseko Corp Pile construction machine and pile construction method
JP2008202375A (en) * 2007-02-19 2008-09-04 Sanwa Kizai Co Ltd Enlarging head of fluid pressure one flow passage switching type by striker system
CN106351584A (en) * 2016-10-08 2017-01-25 郑州神利达钻采设备有限公司 Excavating device for variable diameter hole
CN109915112A (en) * 2019-04-11 2019-06-21 中国矿业大学 A kind of deformed coal horizontal well drilling and the drilling simulator and method of reaming
JP2019167756A (en) * 2018-03-23 2019-10-03 東日本旅客鉄道株式会社 Widening excavator and support pile construction method for existing structure
CN111997551A (en) * 2020-09-02 2020-11-27 西华大学 Shale gas drilling type coring robot

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006052575A (en) * 2004-08-11 2006-02-23 Kokudo Sogo Kensetsu Kk Ground drill
JP2006241919A (en) * 2005-03-07 2006-09-14 Haseko Corp Pile construction machine and pile construction method
JP2008202375A (en) * 2007-02-19 2008-09-04 Sanwa Kizai Co Ltd Enlarging head of fluid pressure one flow passage switching type by striker system
CN106351584A (en) * 2016-10-08 2017-01-25 郑州神利达钻采设备有限公司 Excavating device for variable diameter hole
JP2019167756A (en) * 2018-03-23 2019-10-03 東日本旅客鉄道株式会社 Widening excavator and support pile construction method for existing structure
CN109915112A (en) * 2019-04-11 2019-06-21 中国矿业大学 A kind of deformed coal horizontal well drilling and the drilling simulator and method of reaming
CN111997551A (en) * 2020-09-02 2020-11-27 西华大学 Shale gas drilling type coring robot
CN111997551B (en) * 2020-09-02 2021-06-22 西华大学 Shale gas drilling type coring robot

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