JPH08319787A - Cylindrical hole excavating device - Google Patents

Cylindrical hole excavating device

Info

Publication number
JPH08319787A
JPH08319787A JP12664095A JP12664095A JPH08319787A JP H08319787 A JPH08319787 A JP H08319787A JP 12664095 A JP12664095 A JP 12664095A JP 12664095 A JP12664095 A JP 12664095A JP H08319787 A JPH08319787 A JP H08319787A
Authority
JP
Japan
Prior art keywords
drive shaft
cylindrical
cylindrical casing
cylindrical hole
tip
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.)
Granted
Application number
JP12664095A
Other languages
Japanese (ja)
Other versions
JP3074451B2 (en
Inventor
Masaru Nakagawa
賢 中川
Hisao Kawashima
久雄 川嶋
Satoru Kadoguchi
哲 門口
Takehiro Ikeda
猛宏 池田
Yamato Unno
大和 海野
Yoshiki Kubo
芳樹 久保
Masayoshi Mitani
正義 三谷
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.)
Mitsui Engineering and Shipbuilding Co Ltd
Original Assignee
Mitsui Engineering and Shipbuilding 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 Mitsui Engineering and Shipbuilding Co Ltd filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP07126640A priority Critical patent/JP3074451B2/en
Publication of JPH08319787A publication Critical patent/JPH08319787A/en
Application granted granted Critical
Publication of JP3074451B2 publication Critical patent/JP3074451B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Earth Drilling (AREA)

Abstract

PURPOSE: To excavate a cylindrical hole for an electric pole or the like efficiently by excavating the ground by a center bit and a screw, and after storing excavated sediment in a cylindrical casing, discharging the excavated sediment by a push-out member. CONSTITUTION: A first driving shaft 9 is driven by a second driving device 7 through a clutch member 8 so as to excavate the ground G by a center bit 22 provided at the tip and a screw 34. A cylindrical casing 12 provided with bits 13 at the tip is then rotated by driving a second driving shaft 10 by the second driving device 7 through the clutch member 8, and also slided downward along the first driving shaft 9 by a first driving device 6. Excavated sediment is stored in the casing 12 by the blades of the screw 34. The whole excavating device is then lifted and moved onto a transporter, and the casing 12 is lifted to discharge the excavated sediment onto the transporter by a push-out member 17.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は円筒穴掘削方法とその装
置、より詳しくは電柱の如き柱状物を植立させる場合に
穴を掘る円筒穴掘削装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and apparatus for excavating a cylindrical hole, and more particularly to a cylindrical hole excavating apparatus for excavating a hole when a columnar object such as a utility pole is to be erected.

【0002】[0002]

【従来の技術】一般に電柱等の柱状物を路面等の地上に
建柱する場合においては、先ず地表にアスフアルト等が
敷設されているときはブレーカ等によりこれを破砕排除
し、次に掘削装置により柱状物の径より僅かに大きな円
筒穴を掘削し、その後にこの円筒穴内に柱状物の下端を
挿入し、その後この円筒穴と柱状物間に間隙に土砂等を
埋戻すことが行われている。ところで、従来この円筒穴
を掘削する作業には一般にスクリューを有する掘削機、
即ちアースオーガーが使用されている。
2. Description of the Related Art Generally, when a pillar such as a utility pole is to be erected on the ground such as a road surface, when asphalt or the like is laid on the surface of the ground, the breaker or the like is used to crush and eliminate it. A cylindrical hole slightly larger than the diameter of the columnar object is excavated, then the lower end of the columnar object is inserted into this cylindrical hole, and then earth and sand etc. are backfilled in the gap between this cylindrical hole and the columnar object. . By the way, in the conventional work for excavating this cylindrical hole, an excavator generally having a screw,
That is, the earth auger is used.

【0003】しかし、前記したようにブレーカ等を用い
てアスフアルト等を破砕排除する場合は騒音が発生する
上に、細かく破砕した廃棄物の処理が問題となる。ま
た、アースオーガーを使用して円筒穴を掘削した場合
は、掘削による土砂がスクリュー羽根間に圧密した状態
で排出することとなる。この土砂はスクリュー羽根間か
ら容易に剥離することができず、したがった作業員がこ
のスクリュー羽根を掃除する必要があるために作業効率
を低下させることとなっていた。
However, as described above, when crushing and removing asphalt and the like by using a breaker or the like, noise is generated, and disposal of finely crushed waste becomes a problem. Further, when the cylindrical hole is excavated using the earth auger, the earth and sand due to the excavation are discharged while being compacted between the screw blades. This earth and sand cannot be easily separated from between the blades of the screw, and the worker who follows the need to clean the blade of the screw reduces the work efficiency.

【0004】このようなことから本発明者等は、基体に
支持され、かつ先端にビットを有する第一の駆動軸の先
端を地中に固定する第一の工程と、前記駆動軸をガイド
部材として先端にビットを有する円筒状ケーシングを地
中に下降させて掘削する第二の工程と、前記円筒状ケー
シング内に土砂を収容してこの土砂を搬出する第三の工
程よりなる円筒穴の掘削方法と、基体に支持された第二
の駆動装置より延長された第一の駆動軸と、この第一の
駆動軸の外周に配置した第二の駆動軸と、前記第二の駆
動軸に案内される支持体と、この支持体の下方で第二の
駆動軸で駆動される円筒状ケーシングと、基体と支持体
との間に介在する第一の駆動装置とからなる円柱穴の掘
削装置を先に提案した(特願平7−90932号)。
From the above, the inventors of the present invention carried out the first step of fixing the tip of the first drive shaft supported by the base body and having the bit at the tip to the ground, and the guide shaft for the drive shaft. Excavation of a cylindrical hole consisting of a second step of lowering and excavating a cylindrical casing having a bit at the tip as ground, and a third step of accommodating earth and sand in the cylindrical casing and carrying out the earth and sand Method, a first drive shaft extended from a second drive device supported by a base, a second drive shaft disposed on the outer periphery of the first drive shaft, and a guide to the second drive shaft And a cylindrical casing driven by a second drive shaft below the support, and a first drive device interposed between the base body and the support, and a drilling device for a cylindrical hole. It was previously proposed (Japanese Patent Application No. 7-90932).

【0005】[0005]

【発明が解決しようとする課題】ところで前記したよう
な円柱穴の掘削装置においては円柱穴の掘削作業の省力
化と作業効率の向上を図るとともに騒音公害をも防止す
ることができるものではあるが、地盤に円柱穴を掘削す
るときビットを有する円筒状ケーシングのみにより掘削
するため比較的大なる駆動力が必要となっていた。ま
た、円筒状ケーシング内に土砂を保持し、穴から排出す
るための装置が必要であった。
By the way, in the cylindrical hole drilling apparatus as described above, it is possible to reduce the labor of the drilling work of the cylindrical hole, improve the working efficiency, and prevent the noise pollution. When excavating a cylindrical hole in the ground, a relatively large driving force is required because the excavation is performed only by the cylindrical casing having the bit. Further, a device for holding the earth and sand in the cylindrical casing and discharging it from the hole was required.

【0006】[0006]

【課題を解決するための手段】本発明は前記問題点を解
決するためになされたものであって、基体2に一端が取
付けられた第一の管体1と、該第一の管体1に摺動可能
に配置され、先端に支持体4と第一の軸受5とを設けた
第二の管体3と、前記基体2と前記第二の管体3の先端
とを連結する第一の駆動装置6と、前記第二の管体3内
に配置され、一端が前記基体2に取付けられた第二の駆
動装置7にクラッチ部材8を介して連結可能で、かつ他
端にセンタービット22とスクリュー34を有する第一
の駆動軸9と、該第一の駆動軸9の外周に配置され、上
部軸受21と下部軸受37により支持され、第二の駆動
装置7にクラッチ部材8を介して継脱可能で、かつ外周
にキー材10Cを取付けた第二の駆動軸10と、キー材
10Cにより第二の駆動軸10とともに回転し、第一の
駆動装置6により支持体4と第一の軸受5を介して第二
の駆動軸10に沿って上下に摺動し、かつ先端にビット
13を設けた円筒状ケーシング12からなる円筒穴の掘
削装置を提供するものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and includes a first tube 1 having one end attached to a base 2, and the first tube 1. A second pipe body 3 slidably disposed on the tip end of which a support body 4 and a first bearing 5 are provided, and a first pipe body 2 and a tip end of the second pipe body 3 which are connected to each other. Drive device 6 of the second tubular body 3, one end of which is connectable to a second drive device 7 attached to the base body 2 via a clutch member 8 and the other end of which is a center bit. A first drive shaft 9 having a screw 22 and a screw 34, and arranged on the outer periphery of the first drive shaft 9 and supported by an upper bearing 21 and a lower bearing 37, and via a clutch member 8 to the second drive device 7. The second drive shaft 10 that can be detached and attached and has a key material 10C mounted on the outer periphery, and a second drive shaft 10 that uses the key material 10C. A cylinder that rotates with the drive shaft 10 and slides up and down along the second drive shaft 10 via the support 4 and the first bearing 5 by the first drive device 6 and has the bit 13 at the tip. The present invention provides an excavating device for a cylindrical hole, which comprises a cylindrical casing 12.

【0007】そして円筒状ケーシング12内に摺動可能
で前記第二の駆動軸10によって案内される押出し部材
17が設けられるとともに、円筒状ケーシング12の先
端に設けられるビット13は好ましくは下方に向かって
角θを有するように外方に拡開するように取付けられ
る。
An extruding member 17 slidable in the cylindrical casing 12 and guided by the second drive shaft 10 is provided, and a bit 13 provided at the tip of the cylindrical casing 12 is preferably directed downward. Are mounted so as to diverge outward so as to have an angle θ.

【0008】[0008]

【作 用】本発明の円筒穴掘削装置によれば、円筒状ケ
ーシング12は先端で地盤G中に固定された第一の駆動
軸9に沿って下降するとともに、スクリュー34と併せ
て地中を掘削するため、少ない駆動力で安定した円柱穴
(円筒状に掘削)の掘削を行うことができる。
[Operation] According to the cylindrical hole excavating device of the present invention, the cylindrical casing 12 descends along the first drive shaft 9 fixed in the ground G at the tip, and together with the screw 34, moves in the underground. Since excavation is performed, stable excavation of a cylindrical hole (excavation into a cylindrical shape) can be performed with a small driving force.

【0009】そして掘削した土砂はスクリュー34の羽
根によりこの円筒状ケーシング12内に収容して排出さ
れ、この円筒状ケーシング12内の押出し部材17によ
りこの円筒状ケーシング12内から容易に排出すること
ができ、省力化と併せて作業性を向上させることができ
るのである。
The excavated earth and sand are stored in the cylindrical casing 12 and discharged by the blades of the screw 34, and can easily be discharged from the cylindrical casing 12 by the pushing member 17 in the cylindrical casing 12. Therefore, it is possible to improve workability as well as save labor.

【0010】[0010]

【実 施 例】以下図1乃至図5を参照して本発明によ
る円筒穴掘削方法およびその装置の一実施例を説明す
る。図1は円筒穴掘削装置の側面図であって、上端部に
位置する基体2(ベース部材)に第一の管体1の一端を
取付け、この第一の管体1内には第二の管体3を上下方
向に摺動して伸縮可能に取付けている。そしてこの第二
の管体3の下端に支持体4を設けると共に、この支持体
4の中央部に第一の軸受5を配置し、更にこの支持体4
と前記基体2との間に第一の駆動装置として2段のテレ
スコピックの油圧シリンダ6を取付けており、これによ
って第一の管体1に対して第二の管体3を伸縮すること
ができるようになっている。
[Embodiment] An embodiment of a cylindrical hole excavating method and apparatus according to the present invention will be described below with reference to FIGS. 1 to 5. FIG. 1 is a side view of a cylindrical hole excavating device, in which one end of a first pipe body 1 is attached to a base body 2 (base member) located at an upper end portion, and a second pipe is provided in the first pipe body 1. The tube body 3 is attached so as to be able to expand and contract by sliding in the vertical direction. The support 4 is provided at the lower end of the second pipe 3, and the first bearing 5 is arranged at the center of the support 4.
A two-stage telescopic hydraulic cylinder 6 is mounted as a first drive device between the base body 2 and the base body 2, whereby the second pipe body 3 can be expanded and contracted with respect to the first pipe body 1. It is like this.

【0011】前記基体2に油圧モータ等の第二の駆動装
置7が設けてあり、この第二の駆動装置7の回転はクラ
ッチ部材8(図4)を介して第一の駆動軸9と、これの
外部に配置されている管状の第二の駆動軸10を継脱自
在に連結している。そして前記基体2とクラッチ8の継
脱部材との間に配置した油圧シリンダ11を操作してク
ラッチ部材25を移動して継脱するようになっている。
A second drive device 7 such as a hydraulic motor is provided on the base body 2, and the rotation of the second drive device 7 is transmitted to a first drive shaft 9 via a clutch member 8 (FIG. 4). A tubular second drive shaft 10 arranged outside this is connected in a removable manner. Then, the hydraulic cylinder 11 arranged between the base body 2 and the connecting / disconnecting member of the clutch 8 is operated to move the clutch member 25 to connect / disconnect.

【0012】この第二の駆動軸10の先端に円筒状ケー
シング12が配置してあり、この円筒状ケーシング12
の先端には複数個のビット13下方に向かって図1に示
すように角θを有するように拡開して突設させるととも
にその内面側には土砂保持羽根15を設けている。ま
た、この円筒状ケーシング12内には第二の駆動軸10
に支持される先端部軸受16を中心に持つ押出部材17
がこの第二の駆動軸10と共に回転しながらこの駆動軸
10に沿って上下に移動可能に配置してある。更に前記
先端部軸受16と円筒状ケーシング12の上部の間に可
撓膜18を設けて土砂が先端部軸受16と第1の軸受5
に入り込むのを防止している。
A cylindrical casing 12 is arranged at the tip of the second drive shaft 10, and the cylindrical casing 12 is provided.
At the tip of each of the plurality of bits 13, a plurality of bits 13 are spread and projected so as to have an angle θ as shown in FIG. 1, and earth and sand holding blades 15 are provided on the inner surface side thereof. In addition, the second drive shaft 10 is provided in the cylindrical casing 12.
Extruding member 17 having a tip bearing 16 supported by the center
Are arranged so as to be movable up and down along the drive shaft 10 while rotating with the second drive shaft 10. Further, a flexible film 18 is provided between the tip end bearing 16 and the upper portion of the cylindrical casing 12 so that the earth and sand are covered with the tip end bearing 16 and the first bearing 5.
It prevents you from getting in.

【0013】更に詳述すれば、第一の管体1と第二の管
体3とは図2及び図3に示されるように多数の穴をあけ
た金属筒で構成され、この第一の管体1の内側に取付け
られたガイド部材19と第二の管体3の外側に取付けら
れたキー状のガイド部材20により周方向への回転を防
止しながら軸方向への移動が可能に配置されている。基
体2は、例えばトラック等の走行台車に設けられたアー
ム等に取付けられ、この基体2に取付けられた第二の駆
動装置7(掘削用駆動装置)と第一の駆動軸9及び第二
の駆動軸10とは図4にも示されるようにクラッチ部材
8を介して連結されている。
More specifically, the first tubular body 1 and the second tubular body 3 are made of a metal cylinder having a large number of holes as shown in FIGS. A guide member 19 attached to the inside of the tube body 1 and a key-shaped guide member 20 attached to the outside of the second tube body 3 are arranged to be movable in the axial direction while preventing rotation in the circumferential direction. Has been done. The base body 2 is attached to, for example, an arm provided on a traveling carriage such as a truck, and the second drive device 7 (excavation drive device) attached to the base body 2, the first drive shaft 9, and the second drive device 7 are attached. The drive shaft 10 is connected via a clutch member 8 as shown in FIG.

【0014】即ち、第一の駆動軸9と管状の第二の駆動
軸10とは二重軸となっており、夫々第二の管体3の下
端に設けた第一の軸受5と下部軸受37とにより支持さ
れるとともに、第一の駆動軸9の先端にはセンタービッ
ト22とスクリュー34とが設けてあり、更に第一の駆
動軸9の基体部には連結機構である角形突出部23(図
4)が嵌合する角穴24が設けてある。
That is, the first drive shaft 9 and the tubular second drive shaft 10 are double shafts, and the first bearing 5 and the lower bearing provided at the lower end of the second tubular body 3 respectively. 37, a center bit 22 and a screw 34 are provided at the tip of the first drive shaft 9, and the base portion of the first drive shaft 9 has a rectangular protrusion 23 as a connecting mechanism. A square hole 24 into which (FIG. 4) is fitted is provided.

【0015】次にクラッチ部材8の詳細な説明すると、
第二の駆動装置7の駆動軸28に固定した筒状体27に
クラッチ部材25(摺動部材)を油圧シリンダ11によ
って上下に移動可能に嵌合してある。このクラッチ部材
25の上下にはキー溝状ないしはスプライン状の係合部
25aと25bとを上下に設けてあり、この係合部25
aは筒状体27にキーの如く形成した係合部27aと継
脱するようになっている。また、前記係合部25bは第
二の駆動軸10の上部軸10aの上端にキーの如く形成
して係合部26と継脱するようになっている。
Next, the clutch member 8 will be described in detail.
A clutch member 25 (sliding member) is fitted to a tubular body 27 fixed to a drive shaft 28 of the second drive device 7 by a hydraulic cylinder 11 so as to be vertically movable. Keyway-shaped or spline-shaped engaging portions 25a and 25b are provided above and below the clutch member 25, respectively.
The a is adapted to be joined to and disengaged from an engaging portion 27a formed on the cylindrical body 27 like a key. The engaging portion 25b is formed like a key on the upper end of the upper shaft 10a of the second drive shaft 10 so as to be connected to and disengaged from the engaging portion 26.

【0016】従って、図4のように油圧シリンダ11を
作動してクラッチ機構8を構成している筒状のクラッチ
部材25をを引き上げた状態では係合部25aと27a
とが係合してしておらず、クラッチ機構は「切り」の状
態となっている。一方、筒状体27の下端に突出するよ
うに設けた角形突出部23と角穴24とは係合してい
る。従って、この状態で第2の駆動装置7である油圧モ
ータで駆動する第1の駆動軸9が駆動されるようになっ
ている。
Therefore, as shown in FIG. 4, when the hydraulic cylinder 11 is operated to pull up the tubular clutch member 25 constituting the clutch mechanism 8, the engaging portions 25a and 27a are formed.
And are not engaged, and the clutch mechanism is in the "disengaged" state. On the other hand, the rectangular projection 23 provided so as to project at the lower end of the tubular body 27 and the square hole 24 are engaged with each other. Therefore, in this state, the first drive shaft 9 driven by the hydraulic motor which is the second drive device 7 is driven.

【0017】次に、油圧シリンダ11を伸ばして図1に
矢印で示すようにクラッチ部材25を下方に移動させる
と、図4に示すように第二の駆動軸10の上部構造10
aの上端部に設けた係合部26と摺動部材25の下部に
設けた係合部25bとが係合するとともに、係合部25
aと筒状体27の下端に設けた係合部27aとが係合す
ることになる。
Next, when the hydraulic cylinder 11 is extended and the clutch member 25 is moved downward as shown by the arrow in FIG. 1, the upper structure 10 of the second drive shaft 10 is shown as shown in FIG.
The engaging portion 26 provided at the upper end of a and the engaging portion 25b provided at the lower portion of the sliding member 25 engage with each other, and the engaging portion 25
The a and the engaging portion 27a provided at the lower end of the tubular body 27 are engaged with each other.

【0018】つまり、掘削用駆動装置である第二の駆動
装置7の動力は筒状体27より摺動部材25を介して第
2の駆動軸10を駆動することができる。また、クラッ
チ部材25を上下の中間に保持すれば、第一の駆動軸9
と第二の駆動軸10を同時に駆動することができる。一
方、第二の駆動軸10は上部軸10aと下部軸10bと
に分離されて継手30で連結され、この継手30の内側
に上部軸受21が配置されている。この第二の駆動軸1
0の下端部には第一の駆動軸9との間に下部軸受37が
設けられている。
That is, the power of the second drive device 7 which is the drive device for excavation can drive the second drive shaft 10 from the tubular body 27 through the sliding member 25. Further, if the clutch member 25 is held in the middle between the upper and lower sides, the first drive shaft 9
And the second drive shaft 10 can be driven simultaneously. On the other hand, the second drive shaft 10 is separated into an upper shaft 10 a and a lower shaft 10 b and connected by a joint 30, and an upper bearing 21 is arranged inside the joint 30. This second drive shaft 1
A lower bearing 37 is provided between the first drive shaft 9 and the lower end of 0.

【0019】第二の駆動軸10の外周面の長手方向には
キー10cが突出して設けられ、円筒状ケーシング12
が第二の駆動軸10と同時に回転しながら第一の駆動装
置6により上下に移動できるようになっており、押出部
材17(図1)の先端部に設けたガイド部材33(図
5)で円筒状ケーシング12の内面にガイドされて上下
に摺動するようになっている。
A key 10c is provided so as to project in the longitudinal direction of the outer peripheral surface of the second drive shaft 10, and the cylindrical casing 12 is provided.
Can be moved up and down by the first drive device 6 while rotating at the same time as the second drive shaft 10, and the guide member 33 (FIG. 5) provided at the tip of the pushing member 17 (FIG. 1) is used. It is adapted to slide vertically by being guided by the inner surface of the cylindrical casing 12.

【0020】次に、前記のように構成した装置を使用し
て路面等の地盤G上の所定の位置に円筒穴を掘削しよう
とする場合について説明する。掘削作業の初期段階にお
いて、図1及び図4に示すように油圧シリンダ11によ
ってクラッチ部材25を上昇して第一の駆動軸9と第二
の駆動装置7とを接合状態とし、第二の駆動軸10を切
り離した状態して円筒状ケーシング12を非駆動状態に
しておく。
Next, a case will be described in which a cylindrical hole is to be excavated at a predetermined position on the ground G such as a road surface by using the apparatus configured as described above. In the initial stage of excavation work, as shown in FIGS. 1 and 4, the clutch member 25 is raised by the hydraulic cylinder 11 to bring the first drive shaft 9 and the second drive device 7 into a joined state, and the second drive The shaft 10 is separated and the cylindrical casing 12 is kept in the non-driving state.

【0021】(スクリュー掘削、ケーシング土砂保持
法)この状態において第一の駆動軸9の先端のセンター
ビット22を円筒穴をあける地盤Gの部分の中心に位置
させる(図6(a))。そして第二の駆動装置7を駆動
するとともにアーム14の先端を下降させ、即ち基体2
を下降させるとセンタービット22及びスクリュー34
により地盤Gに円柱穴35を掘削して行く〔図6
(b)〕。
(Screw excavation, casing earth and sand holding method) In this state, the center bit 22 at the tip of the first drive shaft 9 is positioned at the center of the portion of the ground G where a cylindrical hole is to be bored (FIG. 6 (a)). Then, the second driving device 7 is driven and the tip of the arm 14 is lowered, that is, the base 2
Lowering the center bit 22 and screw 34
To excavate a cylindrical hole 35 in the ground G [Fig. 6
(B)].

【0022】このようにして所定の深さに円柱穴35が
掘削されると油圧シリンダ11によってクラッチ部材8
を操作して第二の駆動装置7と第二の駆動軸10を接合
するとともに、第一の駆動装置6である油圧シリンダを
操作して円筒ケーシング12を回転させながら下降させ
る。この操作で円筒ケーシング12の先端に取付けられ
たビット13により円柱穴35の周囲を切削しながらそ
の内部に円柱穴35内の土砂を収納する〔図6
(c)〕。このとき円筒状ケーシング12の先端に設け
たビット13が角θをもって拡開するよう取付けられて
いるため円筒ケーシング12と地盤G間には隙間dが形
成される。
When the cylindrical hole 35 is excavated to a predetermined depth in this way, the clutch member 8 is moved by the hydraulic cylinder 11.
Is operated to join the second drive device 7 and the second drive shaft 10, and the hydraulic cylinder that is the first drive device 6 is operated to lower the cylindrical casing 12 while rotating it. By this operation, while the periphery of the cylindrical hole 35 is cut by the bit 13 attached to the tip of the cylindrical casing 12, the earth and sand in the cylindrical hole 35 is stored therein [FIG.
(C)]. At this time, since the bit 13 provided at the tip of the cylindrical casing 12 is attached so as to spread at an angle θ, a gap d is formed between the cylindrical casing 12 and the ground G.

【0023】その後、所定の深さまで円筒状ケーシング
12が達した後アーム14を上方へ移動させることによ
り所定の円柱穴35aが掘削形成される〔図6
(d)〕。その後、この円筒状ケーシング12内に収納
された土砂は、図1に示すスクリュー34で保持された
状態でトラック36等の運搬機上に移動され、第一の駆
動装置6である油圧シリンダを収縮することにより円筒
状ケーシング12が上昇し、押出し部材17は金具38
があるため上への移動が阻止され、土砂は円筒状ケーシ
ング12から排出される〔図6(e)〕。
Thereafter, after the cylindrical casing 12 reaches a predetermined depth, the arm 14 is moved upward to form a predetermined cylindrical hole 35a by excavation (FIG. 6).
(D)]. After that, the earth and sand stored in the cylindrical casing 12 is moved to a carrier such as a truck 36 while being held by the screw 34 shown in FIG. 1, and the hydraulic cylinder that is the first drive device 6 is contracted. By doing so, the cylindrical casing 12 rises, and the pushing member 17 is fixed to the metal fitting 38.
Due to the presence of the presence, the upward movement is blocked, and the earth and sand are discharged from the cylindrical casing 12 [FIG. 6 (e)].

【0024】さらに、円柱穴35の下方に同様の掘削
〔図6(a)〜(e)〕を繰り返すことにより任意の深
さの穴を掘削できる。このとき円柱穴35は、先ずセン
タービット22とスクリュー34とにより地盤Gが切削
され、然る後に円筒状ケーシング12のビット13によ
りその周囲を切削しながら土砂を回収排出するため、比
較的小さい駆動力で円柱穴35を掘削形成できる。
Further, a hole having an arbitrary depth can be drilled by repeating the same drilling (FIGS. 6A to 6E) below the cylindrical hole 35. At this time, in the cylindrical hole 35, the ground G is first cut by the center bit 22 and the screw 34, and thereafter the soil is collected and discharged while cutting the periphery thereof by the bit 13 of the cylindrical casing 12, so that the driving is relatively small. The cylindrical hole 35 can be excavated and formed by force.

【0025】(スクリューとケーシングとで同時に掘削
する方法)前記円柱穴掘削装置を用いて地盤Gに円柱穴
を掘削形成する場合の他の方法を図7(a)〜(e)を
参照して説明する。第一の駆動軸9及び第2の駆動軸1
0を同時に回転させながら下降することにより第一の駆
動軸9の先端のセンタービット22とスクリュー34と
円筒ケーシング12の先端ビット13との両者で地盤G
を掘削しながら前記円筒ケーシング12内に土砂を収納
することができる。この場合も同様の方法により穴35
の下方に掘削を繰り返すことにより任意の深さの穴を掘
削できる。
(Method of excavating simultaneously with screw and casing) Referring to FIGS. 7 (a) to 7 (e), another method of excavating and forming a cylindrical hole in the ground G using the cylindrical hole excavating device will be described. explain. First drive shaft 9 and second drive shaft 1
By simultaneously lowering and rotating 0 at the same time, the center bit 22 at the tip of the first drive shaft 9, the screw 34, and the tip bit 13 of the cylindrical casing 12 both serve as the ground G.
The earth and sand can be stored in the cylindrical casing 12 while excavating. In this case as well, the hole 35 is formed by the same method.
It is possible to excavate a hole of any depth by repeating the excavation below.

【0026】(スクリューで1ピッチ掘進後、ケーシン
グで土砂の引上げを繰り返す。1回の掘削完了後ケーシ
ングを押込む方法)また、図8(a)〜(g)に示すよ
うに、円柱穴35の所定の深さDに対し、深さD1 の先
ず上部穴35bをセンタービット22とスクリュー34
により、又は円筒ケーシング12のビット13と同時に
掘削し、その土砂を円筒ケーシング13内に収納した後
センタービット22とスクリュー34とにより深さD2
の中部穴35cを掘削し、円筒状ケーシング12を下降
させその土砂を再びこの円筒状ケーシング12内に収納
する。
(Method of pushing up the earth and sand by the casing after excavating one pitch with the screw. Pushing the casing after the completion of one excavation) Also, as shown in FIGS. First, the upper hole 35b having the depth D 1 is inserted into the center bit 22 and the screw 34 for a predetermined depth D of
Or by excavating at the same time as the bit 13 of the cylindrical casing 12 and storing the earth and sand in the cylindrical casing 13, the depth D 2 is set by the center bit 22 and the screw 34.
The central hole 35c is excavated, the cylindrical casing 12 is lowered, and the earth and sand are stored in the cylindrical casing 12 again.

【0027】更に中部穴35cを掘削する場合と同様に
センタービット12とスクリュー34とにより深さDと
なる下部穴35dを掘削して円筒ケーシング12内にこ
の土砂を収納することにより所定の円柱穴35を形成す
ることもできる。これらの掘削においては前記実施例に
限られるものではなく、クラッチ部材8を操作する油圧
シリンダ11と第1の駆動装置9を選択操作することに
より種々の掘削方法が採用可能である。この場合も同様
の方法〔図8(a)〜(g)〕により穴35の下方に掘
削を繰り返すことにより、任意の深さの穴を掘削でき
る。
Further, as in the case of excavating the central hole 35c, a lower hole 35d having a depth D is excavated by the center bit 12 and the screw 34, and the earth and sand are stored in the cylindrical casing 12 to form a predetermined cylindrical hole. It is also possible to form 35. The excavation is not limited to the above-described embodiment, and various excavation methods can be adopted by selectively operating the hydraulic cylinder 11 that operates the clutch member 8 and the first drive device 9. Also in this case, a hole having an arbitrary depth can be drilled by repeating the drilling under the hole 35 by the same method [FIGS. 8A to 8G].

【0028】[0028]

【発明の効果】以上の説明から明らかな如く、本発明に
よれば第一の駆動軸9に取付けられたセンタービット2
2とスクリュー34とにより先ず地盤Gを掘削し、その
後先端にビット13を有する円筒状ケーシング12とス
クリュー34によりその土砂を収納排出するようにした
ため、円柱穴掘削作業を省力化するとともに作業効率を
向上させることができ、かつ騒音公害を防止することが
できるばかりでなくその駆動力も比較的小さくすること
が可能でありコスト低減を計ることができるという効果
がある。
As is apparent from the above description, according to the present invention, the center bit 2 mounted on the first drive shaft 9 is provided.
2 and the screw 34 first excavate the ground G, and then the cylindrical casing 12 having the bit 13 at the tip and the soil 34 are stored and discharged, so that the cylindrical hole excavation work is labor-saving and the work efficiency is improved. Not only can it be improved and noise pollution can be prevented, but also the driving force thereof can be made comparatively small, and the cost can be reduced.

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

【図1】本発明の実施例に係る円筒穴掘削装置の一部を
切断して示す正面図である。
FIG. 1 is a front view showing a cylindrical hole excavating device according to an embodiment of the present invention by cutting a part thereof.

【図2】第一の管体と第二の管体との係合状態を示す正
面図である。
FIG. 2 is a front view showing an engaged state of a first tubular body and a second tubular body.

【図3】図2の中間部分の断面図である。FIG. 3 is a sectional view of an intermediate portion of FIG.

【図4】円筒穴掘削装置の駆動部分の詳細を断面して示
す正面図である。
FIG. 4 is a front view showing a driving section of the cylindrical hole excavating device in detail.

【図5】円筒状ケーシングと押出し部材を示す平面図で
ある。
FIG. 5 is a plan view showing a cylindrical casing and an extruding member.

【図6】(a)〜(e)は円筒穴の第一の掘削パターン
の説明図である。
6A to 6E are explanatory views of a first excavation pattern of a cylindrical hole.

【図7】(a)〜(e)は円筒穴の第二の掘削パターン
の説明図である。
7A to 7E are explanatory views of a second excavation pattern of a cylindrical hole.

【図8】(a)〜(g)は円筒穴の第三の掘削パターン
の説明図である。
8A to 8G are explanatory views of a third excavation pattern of a cylindrical hole.

【符合の説明】[Description of sign]

1 第一の管体 2 基体 3 第二の管体 4 支持体 5 第一の軸受 6 第一の駆動装
置 7 第二の駆動装置 8 クラッチ機構 9 第一の駆動軸 10 第二の駆動
軸 11 油圧シリンダ 12 円筒状ケー
シング 13 ビット 14 アーム 16 先端部軸受 17 押出部材 18 可撓膜 19、20 ガイ
ド部材 21 上部軸受 22 センタービ
ット 23 角形突出部 24 角穴 25 クラッチ部材 25a,27a
係合部 30 継手 34 スクリュー 37 下部軸受
DESCRIPTION OF SYMBOLS 1 1st tubular body 2 Base | substrate 3 2nd tubular body 4 Support body 5 1st bearing 6 1st drive device 7 2nd drive device 8 Clutch mechanism 9 1st drive shaft 10 2nd drive shaft 11 Hydraulic cylinder 12 Cylindrical casing 13 Bit 14 Arm 16 Tip bearing 17 Extruded member 18 Flexible membrane 19, 20 Guide member 21 Upper bearing 22 Center bit 23 Square protrusion 24 Square hole 25 Clutch member 25a, 27a
Engagement part 30 Joint 34 Screw 37 Lower bearing

───────────────────────────────────────────────────── フロントページの続き (72)発明者 池田 猛宏 愛知県名古屋市港区千年3丁目1番32号 株式会社トーエネック本店別館内 (72)発明者 海野 大和 岡山県玉野市玉3丁目1番1号 三井造船 株式会社玉野事業所内 (72)発明者 久保 芳樹 岡山県玉野市玉3丁目1番1号 三井造船 株式会社玉野事業所内 (72)発明者 三谷 正義 岡山県玉野市玉3丁目1番1号 三井造船 株式会社玉野事業所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Takehiro Ikeda 3-1, 32-1000, Minen-ku, Aichi Prefecture Toeneck Co., Ltd. (72) Inventor Yamato Unno 3-chome, Tamano-shi, Okayama Prefecture No. 1 Mitsui Engineering & Shipbuilding Co., Ltd. Tamano Works (72) Inventor Yoshiki Kubo 3-1, 1-1 Tama, Okayama Prefecture Mitsui Shipbuilding Co., Ltd. Tamano Works (72) Inventor Masayoshi Mitani 3-1, Tamano City, Okayama Prefecture No. 1 Mitsui Engineering & Shipbuilding Co., Ltd. Tamano Works

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 基体2に一端が取付けられた第一の管体
1と、該第一の管体1に摺動可能に配置され、先端に支
持体4と第一の軸受5とを設けた第二の管体3と、前記
基体2と前記第二の管体3の先端とを連結する第一の駆
動装置6と、前記第二の管体3内に配置され、一端が前
記基体2に取付けられた第二の駆動装置7にクラッチ部
材8を介して連結可能で、かつ他端にセンタービット2
2とスクリュー34を有する第一の駆動軸9と、該第一
の駆動軸9の外周に配置され、上部軸受21と下部軸受
37により支持され、第二の駆動装置7にクラッチ部材
8を介して継脱可能で、かつ外周にキー材10Cを取付
けた第二の駆動軸10と、キー材10Cにより第二の駆
動軸10とともに回転し、第一の駆動装置6により支持
体4と第一の軸受5を介して第二の駆動軸10に沿って
上下に摺動し、かつ先端にビット13を設けた円筒状ケ
ーシング12からなる円筒穴の掘削装置。
1. A first tube body 1 having one end attached to a base body 2, and a support body 4 and a first bearing 5 which are slidably arranged on the first tube body 1 and are provided at the tip. And a second drive body 6 for connecting the base body 2 and the tip of the second pipe body 3 to each other, and a second drive body 6 arranged in the second pipe body 3, one end of which is the base body. 2 can be connected to a second drive device 7 attached to the second drive device via a clutch member 8 and the center bit 2 can be connected to the other end.
2 and a first drive shaft 9 having a screw 34, and is arranged on the outer periphery of the first drive shaft 9 and supported by an upper bearing 21 and a lower bearing 37, and a second drive device 7 via a clutch member 8. The second drive shaft 10 which is detachable and removable and which has the key member 10C mounted on the outer periphery, and the second drive shaft 10 which rotates with the key member 10C. An excavating device for a cylindrical hole, which comprises a cylindrical casing 12 that slides up and down along a second drive shaft 10 via the bearing 5 of FIG.
【請求項2】 円筒状ケーシング12内に摺動可能で、
前記第二の駆動軸10によって案内される押出し部材1
7を設けた請求項1記載の円筒穴掘削装置。
2. Sliding inside the cylindrical casing 12,
Push-out member 1 guided by the second drive shaft 10
7. The cylindrical hole drilling device according to claim 1, wherein the drilling device is provided with 7.
【請求項3】 ビット13を、下方に向かって角θを有
する如く外方に拡開するように取付けてなる請求項1あ
るいは請求項2記載の円筒状ケーシング。
3. The cylindrical casing according to claim 1 or 2, wherein the bit 13 is mounted so as to expand outward so as to have an angle θ downward.
JP07126640A 1995-05-25 1995-05-25 Drilling equipment for cylindrical holes Expired - Lifetime JP3074451B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07126640A JP3074451B2 (en) 1995-05-25 1995-05-25 Drilling equipment for cylindrical holes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07126640A JP3074451B2 (en) 1995-05-25 1995-05-25 Drilling equipment for cylindrical holes

Publications (2)

Publication Number Publication Date
JPH08319787A true JPH08319787A (en) 1996-12-03
JP3074451B2 JP3074451B2 (en) 2000-08-07

Family

ID=14940209

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07126640A Expired - Lifetime JP3074451B2 (en) 1995-05-25 1995-05-25 Drilling equipment for cylindrical holes

Country Status (1)

Country Link
JP (1) JP3074451B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000274173A (en) * 1999-03-25 2000-10-03 Marutoku Kigyo:Kk Excavation method
CN103924827A (en) * 2014-04-22 2014-07-16 国网山东禹城市供电公司 Electric pole erecting machine for electric power industry
JP2018188899A (en) * 2017-05-09 2018-11-29 学校法人 中央大学 Screw mechanism and drilling device provided therewith
CN113622739A (en) * 2021-09-06 2021-11-09 国网山东省电力公司高唐县供电公司 Wire pole installation device with distance measurement function

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000274173A (en) * 1999-03-25 2000-10-03 Marutoku Kigyo:Kk Excavation method
CN103924827A (en) * 2014-04-22 2014-07-16 国网山东禹城市供电公司 Electric pole erecting machine for electric power industry
CN103924827B (en) * 2014-04-22 2016-01-20 国网山东禹城市供电公司 A kind of electric power electric pole pole setting machine
JP2018188899A (en) * 2017-05-09 2018-11-29 学校法人 中央大学 Screw mechanism and drilling device provided therewith
CN113622739A (en) * 2021-09-06 2021-11-09 国网山东省电力公司高唐县供电公司 Wire pole installation device with distance measurement function
CN113622739B (en) * 2021-09-06 2022-08-19 国网山东省电力公司高唐县供电公司 Wire pole installation device with distance measurement function

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