JP3129537B2 - Vertical hole drilling rig - Google Patents

Vertical hole drilling rig

Info

Publication number
JP3129537B2
JP3129537B2 JP04262054A JP26205492A JP3129537B2 JP 3129537 B2 JP3129537 B2 JP 3129537B2 JP 04262054 A JP04262054 A JP 04262054A JP 26205492 A JP26205492 A JP 26205492A JP 3129537 B2 JP3129537 B2 JP 3129537B2
Authority
JP
Japan
Prior art keywords
frame
vertical hole
guide frame
slide frame
hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP04262054A
Other languages
Japanese (ja)
Other versions
JPH06108772A (en
Inventor
元弥 木村
五男 安田
伸夫 大竹
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.)
Furukawa Co Ltd
Original Assignee
Furukawa 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 Furukawa Co Ltd filed Critical Furukawa Co Ltd
Priority to JP04262054A priority Critical patent/JP3129537B2/en
Publication of JPH06108772A publication Critical patent/JPH06108772A/en
Application granted granted Critical
Publication of JP3129537B2 publication Critical patent/JP3129537B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Earth Drilling (AREA)

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、地盤に縦穴を掘削する
装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for excavating a vertical hole in the ground.

【0002】[0002]

【従来の技術】従来、送電線基礎穴等の縦穴を地盤に掘
削する場合には、小型のショベル系掘削機を縦穴内に入
れて穴底の土砂を掘削しているが、縦穴の径が小さくな
ると掘削機の車体が縦穴内で大きな空間を占有し、ショ
ベルによる掘削作業が困難になる。また、クラムシェル
を設けた掘削機で地上から掘削することもあるが、この
場合は掘削深さが限定される。
2. Description of the Related Art Conventionally, when excavating a vertical hole such as a transmission line foundation hole into the ground, a small excavator-based excavator is inserted into the vertical hole to excavate the earth and sand at the bottom of the hole. When it becomes smaller, the body of the excavator occupies a large space in the vertical hole, and it becomes difficult to perform excavation work with a shovel. In some cases, an excavator provided with a clamshell excavates from the ground, but in this case, the excavation depth is limited.

【0003】そこで、土留め筒枠の内側面に上下方向の
複数本の案内レールを取外し可能に固定し、支持ビーム
の端を案内レールに上下位置変更且つ固定可能に嵌合
し、且つ脱出自在とし、支持ビームの中央に筒枠の軸心
と一致させて中央軸を枢着し、穴底に支持される垂直フ
レームを中央軸に連結部材を介して筒枠の中心より変位
した位置で垂直移動固定自在に連結し、垂直フレームを
中央軸を中心として筒枠の内周に沿って移動停止させる
移動装置を備えると共に、垂直フレームの下端に筒枠の
中心を超えて対向する筒枠の周縁近傍に延出されたパワ
ーショベルを設置した地盤面縦穴の掘削装置が提案され
ている(特公平1−33638号参照)。
Therefore, a plurality of vertical guide rails are removably fixed to the inner side surface of the earth retaining cylinder frame, and the ends of the support beams are vertically and removably fitted to the guide rails, and are freely detachable. And the center axis is pivotally attached to the center of the support beam so as to coincide with the axis of the cylinder frame, and the vertical frame supported at the bottom of the hole is vertically displaced from the center of the cylinder frame via the connecting member to the center axis. A moving device that is connected so as to be movable and fixed and stops the vertical frame from moving along the inner periphery of the cylindrical frame around the central axis, and a peripheral edge of the cylindrical frame facing the lower end of the vertical frame beyond the center of the cylindrical frame. An excavator for excavating a vertical hole in the ground surface with a power shovel extended in the vicinity has been proposed (see Japanese Patent Publication No. 1-33638).

【0004】[0004]

【発明が解決しようとする課題】しかしながら、この地
盤面縦穴の掘削装置は、縦穴の断面の中心部に支持ビー
ム等の設備が設けられているため、縦穴の径が小さくな
ると掘削した土砂を搬出するキャリヤバッグの吊上げの
邪魔になり能率が悪い。土砂の搬出に真空輸送手段を用
いると、大塊の岩石が輸送できず、また吸込口に土砂を
集めて吸込ませる作業が面倒である。また、構造が複雑
で、掘削の進行に伴って装置を下降させ位置決め設定す
る作業に手間がかかるという問題がある。
However, in this excavation device for a vertical hole in the ground surface, since equipment such as a support beam is provided at the center of the cross section of the vertical hole, when the diameter of the vertical hole becomes small, the excavated earth and sand is carried out. It hinders the lifting of the carrier bag, and is inefficient. If vacuum transport is used to carry out the earth and sand, large blocks of rock cannot be transported, and the work of collecting and sucking earth and sand into the suction port is troublesome. In addition, there is a problem in that the structure is complicated, and it takes time and effort to lower and position the device as the excavation progresses.

【0005】本発明は、縦穴の掘削装置における上記問
題を解決するものであって、構造がコンパクトで、縦穴
の径が小さくても、穴底の掘削と土砂の搬出及び装置の
下降位置決め設定作業を能率良く行うことができる縦穴
の掘削装置を提供することを目的とする。
The present invention solves the above-mentioned problems in a vertical hole excavator. Even if the structure is compact and the diameter of the vertical hole is small, the operation of excavating the bottom of the hole, carrying out the earth and sand, and setting the descending position of the device is performed. It is an object of the present invention to provide a vertical hole excavator capable of efficiently performing drilling.

【0006】[0006]

【課題を解決するための手段】本発明の縦穴の掘削装置
は、下端にアンカーピンが取付けられており、土留め用
ライナーに沿って上下方向に移動可能で、上端は掘削の
進行に伴って追加延長されて地表の支持枠で支持される
案内枠と、該案内枠に上下摺動可能に取付けられたスラ
イドフレームと、該スライドフレームを前記案内枠に固
定するロック装置と、前記スライドフレームに左右回動
可能に枢着された安定確保用のアウトリガと、スライド
フレームに旋回可能に支持されたショベル装置とを設け
ることにより上記課題を解決している。
In the vertical hole excavator of the present invention, an anchor pin is attached to a lower end, and can be moved vertically along a retaining liner .
A guide frame that is additionally extended as the vehicle advances and is supported by a ground support frame; a slide frame slidably mounted on the guide frame so as to be vertically slidable; and the slide frame is fixed to the guide frame. The above object is achieved by providing a lock device, an outrigger for securing stability, which is pivotally attached to the slide frame, and a shovel device rotatably supported by the slide frame.

【0007】[0007]

【作用】この縦穴の掘削装置を縦穴内に設置する場合に
は、先ず土留め用ライナーに沿って案内枠を立設し、ア
ウトリガとショベル装置と設けたスライドフレームをこ
の案内枠に取付け、穴底付近まで摺動下降させた後ロッ
ク装置で固定する。掘削の際には、先ずアウトリガを張
出し穴底の地盤に固定して装置の安定を確保した後、案
内枠の下部をショベル装置で所定の深さだけ掘削する。
次に、アウトリガを縮小してスライドフレームと共に案
内枠を下降させ、下端のアンカーピンを掘削後の地盤に
固定する。それから、ショベル装置で穴底の残部を順次
掘削し、掘削した土砂はキャリヤバッグに積込んでクレ
ーンで吊上げ地上へ搬出する。縦穴の断面の中心部には
邪魔になるビーム等の設備が設けられていないため、縦
穴の径が小さくなっても掘削した土砂は支障なく搬出で
きる。最後にアウトリガの下に残った部分を掘削し、ア
ウトリガを伸長して着地させる。
When installing the excavator of this vertical hole in the vertical hole, firstly, a guide frame is erected along the retaining liner, and a slide frame provided with the outrigger and the shovel device is attached to the guide frame. After sliding down to the bottom, fix it with the lock device. At the time of excavation, first, the outrigger is fixed to the ground at the bottom of the overhang hole to secure the stability of the device, and then the lower portion of the guide frame is excavated to a predetermined depth by a shovel device.
Next, the outrigger is reduced to lower the guide frame together with the slide frame, and the anchor pin at the lower end is fixed to the excavated ground. Then, the remaining portion of the bottom of the hole is sequentially excavated with a shovel device, and the excavated earth and sand is loaded into a carrier bag, lifted by a crane and carried out to the ground. Since there is no equipment such as a beam in the center of the cross section of the vertical hole, even if the diameter of the vertical hole becomes small, the excavated earth and sand can be carried out without hindrance. Finally, the portion remaining under the outrigger is excavated, and the outrigger is extended to land.

【0008】掘削された縦穴下部周壁には土留め用ライ
ナーを施工し、再び上記の掘削作業を行う。案内枠は掘
削の進行に伴って上端で追加し延長される。
[0008] An earth retaining liner is installed on the lower peripheral wall of the excavated vertical hole, and the above excavation work is performed again. The guide frame is added and extended at the upper end as the excavation progresses.

【0009】[0009]

【実施例】図1は本発明の一実施例である縦穴の掘削装
置の全体構成を示す斜視図、図2は、スライドフレーム
の取付け状態の説明図である。この縦穴の掘削装置は、
案内枠1に、スライドフレーム2を上下摺動可能に取付
け、このスライドフレーム2の下端部にアウトリガ3を
枢着し、スライドフレーム2の中間部に旋回装置4を介
してショベル装置5を支持し、スライドフレーム2の上
部に操作レバー6、運転席7、油圧パック8、上端には
ヘッドガード9を設けて構成されている。
FIG. 1 is a perspective view showing an entire configuration of a vertical hole excavator according to an embodiment of the present invention, and FIG. 2 is an explanatory view showing a state in which a slide frame is mounted. This vertical hole drilling rig
A slide frame 2 is attached to a guide frame 1 so as to be slidable up and down. An outrigger 3 is pivotally attached to a lower end of the slide frame 2, and a shovel device 5 is supported at an intermediate portion of the slide frame 2 via a turning device 4. An operation lever 6, a driver's seat 7, a hydraulic pack 8 are provided on an upper portion of the slide frame 2, and a head guard 9 is provided on an upper end.

【0010】案内枠1は、断面H形の鋼材であり、図2
に示すように縦穴20の土留め用ライナー10にボルト
12で固定されたブラケット11に挿着され、土留め用
ライナー10に沿って上下方向に移動可能に保持されて
いる。この案内枠1の下端には、ブレーカ13が固設さ
れ、このブレーカ13にアンカーピン14が装着されて
いるので、掘削時にはブレーカ13を駆動することによ
りアンカーピン14を穴底21の地盤に打込んで、案内
枠1の下端を容易に固定することができる。案内枠1の
上端は、掘削の進行に伴って順次所定長の鋼材が継足さ
れ、地表に設置した支持枠(図示略)で支持されるよう
になっている。
The guide frame 1 is a steel material having an H-shaped cross section.
As shown in FIG. 2, the bracket 11 is fixed to the earth retaining liner 10 of the vertical hole 20 with bolts 12 and is held movably in the vertical direction along the earth retaining liner 10. At the lower end of the guide frame 1, a breaker 13 is fixed, and an anchor pin 14 is mounted on the breaker 13. Therefore, when excavating, the breaker 13 is driven to strike the anchor pin 14 on the ground at the hole bottom 21. As a result, the lower end of the guide frame 1 can be easily fixed. A steel material of a predetermined length is successively added to the upper end of the guide frame 1 as the excavation progresses, and is supported by a support frame (not shown) installed on the ground surface.

【0011】スライドフレーム2には、油圧シリンダを
具えたロック装置15が設けられており、任意の位置で
案内枠1に固定できる。アウトリガ3は、回動シリンダ
16で左右に回動できる。ショベル装置5は、起伏可能
なブーム17、アーム18、の先端にバケット19が設
けられており、旋回装置4で旋回されて縦穴の穴底21
全面の地盤を掘削することができる。地盤が硬い場合に
は、必要に応じバケット19をブレーカと付替えて掘削
する。なお、スライドフレーム2は、アウトリガ3と旋
回装置4とを取付ける部分と、操作レバー6、運転席
7、油圧パック8、ヘッドガード9を取付ける部分とに
分割し、現場の縦穴内で結合できるようにすると、山間
地で使用する際の搬送が容易になる。
The slide frame 2 is provided with a lock device 15 having a hydraulic cylinder, and can be fixed to the guide frame 1 at an arbitrary position. The outrigger 3 can be rotated left and right by a rotation cylinder 16. The excavator device 5 is provided with a bucket 19 at the tip of an up-and-down boom 17 and an arm 18.
The whole ground can be excavated. When the ground is hard, the bucket 19 is excavated by replacing the bucket 19 with a breaker as necessary. The slide frame 2 is divided into a part for mounting the outrigger 3 and the turning device 4 and a part for mounting the operation lever 6, the driver's seat 7, the hydraulic pack 8, and the head guard 9, so that the slide frame 2 can be connected in a vertical hole at the site. This facilitates transportation when used in mountainous areas.

【0012】掘削作業時には、スライドフレーム2を案
内枠1に沿って、穴底21付近まで摺動下降させた後ロ
ック装置15で案内枠1に固定する。そこで回動シリン
ダ16を伸長して左右に回動させたアウトリガ3を張出
し穴底21の地盤に固定して装置の安定を確保した後、
最初に案内枠1の下側の地盤をショベル装置5で所定の
深さだけ掘削する。次に、アウトリガ3を縮小してスラ
イドフレーム2と共に案内枠1を下降させ、ブレーカ1
3を駆動して下端のアンカーピン14を掘削後の地盤に
打込み固定する。それから、ショベル装置5で穴底21
の残部を順次掘削し、掘削した土砂はキャリヤバッグに
積込んでクレーンで吊上げ地上へ搬出する。このとき、
縦穴の断面の中心部には邪魔になるビーム等の設備が設
けられていないため、縦穴の径が小さくなっても掘削し
た土砂は支障なく搬出できる。最後に回動シリンダ16
でアウトリガ3を移動させてアウトリガ3の下に残った
部分を掘削する。掘削が終了すると、掘削された縦穴下
部周壁には土留め用ライナー10を施工し、再び上記の
掘削作業を行う。案内枠は掘削の進行に伴って上端で追
加し延長される。
At the time of excavation work, the slide frame 2 is slid down along the guide frame 1 to near the hole bottom 21 and then fixed to the guide frame 1 by the lock device 15. Therefore, after securing the outrigger 3 which is rotated left and right by extending the rotation cylinder 16 to the ground at the overhanging hole bottom 21 to ensure the stability of the device,
First, the ground below the guide frame 1 is excavated by the shovel device 5 to a predetermined depth. Next, the outrigger 3 is contracted to lower the guide frame 1 together with the slide frame 2, and the breaker 1
3 is driven to drive and fix the anchor pin 14 at the lower end to the ground after excavation. Then, the excavator device 5 is used to drill the hole bottom 21.
The excavation is excavated sequentially, and the excavated earth and sand is loaded into a carrier bag, lifted by a crane and carried out to the ground. At this time,
Since there is no equipment such as a beam in the center of the cross section of the vertical hole, even if the diameter of the vertical hole becomes small, the excavated earth and sand can be carried out without hindrance. Finally, the rotating cylinder 16
To move the outrigger 3 to excavate the portion remaining under the outrigger 3. When the excavation is completed, the earth retaining liner 10 is installed on the excavated lower peripheral wall of the vertical hole, and the above excavation work is performed again. The guide frame is added and extended at the upper end as the excavation progresses.

【0013】[0013]

【発明の効果】以上説明したように、本発明の縦穴の掘
削装置は、構造がコンパクトで、大きな空間を占有しな
いため、縦穴の径が小さくても、穴底の掘削と土砂の搬
出を支障なく行うことができる。また、装置の下降位置
決め設定作業を能率良く行うことができる。
As described above, the vertical hole excavator of the present invention has a compact structure and does not occupy a large space. Therefore, even if the diameter of the vertical hole is small, it is difficult to excavate the bottom of the hole and carry out the earth and sand. Can be done without. Further, the operation of setting the lowering position of the apparatus can be performed efficiently.

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

【図1】本発明の一実施例である縦穴の掘削装置の全体
構成を示す斜視図である。
FIG. 1 is a perspective view showing an entire configuration of a vertical hole excavator according to an embodiment of the present invention.

【図2】スライドフレームの取付け状態の説明図であ
る。
FIG. 2 is an explanatory diagram of an attached state of a slide frame.

【符号の説明】[Explanation of symbols]

1 案内枠 2 スライドフレーム 3 アウトリガ 4 旋回装置 5 ショベル装置 10 土留め用ライナー 14 アンカーピン 15 ロック装置 20 縦穴 21 穴底 DESCRIPTION OF SYMBOLS 1 Guide frame 2 Slide frame 3 Outrigger 4 Swivel device 5 Excavator device 10 Liner for earth retaining 14 Anchor pin 15 Lock device 20 Vertical hole 21 Hole bottom

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E21D 1/03 - 1/06 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 7 , DB name) E21D 1/03-1/06

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 下端にアンカーピンが取付けられてお
り、土留め用ライナーに沿って上下方向に移動可能で、
上端は掘削の進行に伴って追加延長されて地表の支持枠
で支持される案内枠と、該案内枠に上下摺動可能に取付
けられたスライドフレームと、該スライドフレームを前
記案内枠に固定するロック装置と、前記スライドフレー
ムに左右回動可能に枢着された安定確保用のアウトリガ
と、スライドフレームに旋回可能に支持されたショベル
装置とを備えてなる縦穴の掘削装置。
1. An anchor pin is attached to a lower end, and can be moved vertically along a retaining liner .
The upper end is additionally extended as the excavation progresses, and
A guide frame supported by the guide frame, a slide frame slidably mounted on the guide frame so as to be vertically slidable, a lock device for fixing the slide frame to the guide frame, and pivotally mounted on the slide frame so as to be able to turn left and right. stability and outriggers for securing, vertical hole drilling device comprising a shovel device which is pivotally supported on the slide frame.
JP04262054A 1992-09-30 1992-09-30 Vertical hole drilling rig Expired - Lifetime JP3129537B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04262054A JP3129537B2 (en) 1992-09-30 1992-09-30 Vertical hole drilling rig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04262054A JP3129537B2 (en) 1992-09-30 1992-09-30 Vertical hole drilling rig

Publications (2)

Publication Number Publication Date
JPH06108772A JPH06108772A (en) 1994-04-19
JP3129537B2 true JP3129537B2 (en) 2001-01-31

Family

ID=17370396

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04262054A Expired - Lifetime JP3129537B2 (en) 1992-09-30 1992-09-30 Vertical hole drilling rig

Country Status (1)

Country Link
JP (1) JP3129537B2 (en)

Also Published As

Publication number Publication date
JPH06108772A (en) 1994-04-19

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