JP3463987B2 - Drilling method and device for sloped ground - Google Patents

Drilling method and device for sloped ground

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Publication number
JP3463987B2
JP3463987B2 JP2000051266A JP2000051266A JP3463987B2 JP 3463987 B2 JP3463987 B2 JP 3463987B2 JP 2000051266 A JP2000051266 A JP 2000051266A JP 2000051266 A JP2000051266 A JP 2000051266A JP 3463987 B2 JP3463987 B2 JP 3463987B2
Authority
JP
Japan
Prior art keywords
sled
pipe
seat frame
slope
intermediate member
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 - Fee Related
Application number
JP2000051266A
Other languages
Japanese (ja)
Other versions
JP2001241282A (en
Inventor
健吾 木本
Original Assignee
株式会社ダイリン
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 株式会社ダイリン filed Critical 株式会社ダイリン
Priority to JP2000051266A priority Critical patent/JP3463987B2/en
Publication of JP2001241282A publication Critical patent/JP2001241282A/en
Application granted granted Critical
Publication of JP3463987B2 publication Critical patent/JP3463987B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、斜面安定工法の
受圧材(支圧板)を地山に定着するための傾斜地の穿孔
方法及びその装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and a device for piercing an inclined ground for fixing a pressure receiving material (pressure bearing plate) of a slope stabilizing method on a ground.

【0002】[0002]

【従来の技術】斜面安定工法(ノンフレーム工法)と
は、図6及び図7に示すように、地山1上に縦横或いは
斜めに交差するワイヤーロープ2を添わせると共に、ワ
イヤーロープ2の各端末を適宜の手段により地山1に止
める。
2. Description of the Related Art A slope stabilization method (non-frame method) is, as shown in FIG. 6 and FIG. The terminal is stopped on the ground 1 by appropriate means.

【0003】また、ワイヤーロープ2の各交差する付近
或いは所定の点在的な交差する付近には、地山1から地
中(4〜6mの深さ)に向け掘削しながら、得られた穿
孔3に鋼棒4を挿入すると共に、充填するグラウト材5
によって穿孔3に鋼棒4を定着する。
In addition, near the intersections of the wire ropes 2 or in the vicinity of predetermined interspersed intersections, the drilling is performed while excavating from the natural ground 1 toward the ground (4 to 6 m depth). Inserting steel rod 4 into 3 and filling grout material 5
The steel rod 4 is fixed to the perforation 3 by.

【0004】しかして、地山1に運び込んだ受圧材6の
中心の透孔7に鋼棒4の頭端側を貫通させたのち、鋼棒
4の頭端に締付金具8をねじ込んで、地山1に対し受圧
材6を介しワイヤーロープ2を押え込んで、斜面(地山
1)を安定させる。
Then, the head end side of the steel rod 4 is passed through the through hole 7 at the center of the pressure receiving member 6 carried into the natural ground 1, and then the fastening metal fitting 8 is screwed into the head end of the steel rod 4, The wire rope 2 is pressed against the natural ground 1 via the pressure receiving material 6 to stabilize the slope (natural ground 1).

【0005】上記のような斜面安定法の穿孔を行なう従
来技術としては、人手により穿孔位置にハンド穿孔機を
運び込み、そして穿孔機を把持しながら穿孔している。
[0005] As a conventional technique for punching by the slope stabilization method as described above, a hand punching machine is manually carried to a punching position, and punching is performed while gripping the punching machine.

【0006】[0006]

【発明が解決しようとする課題】上記のような穿孔方式
によると、人手による持ち運びや把持のためハンド穿孔
機を使用するので、穿孔力(馬力)が弱く、地質(硬い
或いは岩盤)によって穿孔が困難になり、かつ穿孔する
ことができない不都合が発生すると共に、作業能率が悪
いなどの問題があった。
According to the perforation method as described above, since the hand perforator is used for carrying and grasping by hand, the perforation force (horsepower) is weak, and the perforation is difficult depending on the geology (hard or rock). There is a problem that it becomes difficult and it is impossible to perforate, and the work efficiency is poor.

【0007】特に、足場が悪いため危険がともなってス
ムーズな移動ができないなどの問題もあった。
[0007] In particular, there is also a problem that smooth movement is not possible due to danger due to poor footing.

【0008】そこで、この発明の課題は、強力な穿孔力
が得られて深い穴を穿孔することができると共に、穿孔
地点への移動がスムーズになり、かつ穿孔能率を著しく
向上させることができるようにしたことにある。
Therefore, an object of the present invention is to obtain a strong drilling force to drill a deep hole, to smoothly move to the drilling point, and to significantly improve the drilling efficiency. There is something I did.

【0009】[0009]

【課題を解決するための手段】上記の課題を解決するた
めに、この発明は、傾斜地の穿孔場所に並列する足場材
の相互を連結材により連結して形成した座枠を設けたの
ち、この座枠上に斜面縦方向に所定の間隔を存して並べ
ると共に、斜面に向けて突出する脚材を適宜の固定手段
を介し上記座枠に支持させて滑走レールを並べ、そして
この滑走レール上に穿孔機の搭載橇を置くと共に、ワイ
ヤーのウインチなどによる巻取り、巻戻しによって縦方
向と横方向とに上記橇を滑走させながら、掘削位置に上
記橇を移動させたのち、上記穿孔機により穿孔するよう
にしたことを特徴とする傾斜地の穿孔方法を採用する。
In order to solve the above-mentioned problems, the present invention provides a seat frame formed by connecting scaffolding materials arranged in parallel to each other on a sloping ground with connecting members, and The slide rails are arranged on the seat frame at a predetermined interval in the longitudinal direction of the slope, and the leg members projecting toward the slope are supported by the seat frame via appropriate fixing means to arrange the slide rails. While placing the sled on which the punch is mounted, winding the wire with a winch, while sliding the sled in the longitudinal and lateral directions by rewinding, while moving the sled to the excavation position, the The method of perforating a sloping ground is adopted, which is characterized by perforating.

【0010】また、傾斜地の穿孔場所に並列する足場材
の相互を連結材に連結して設けた座枠と、この座枠上に
斜面縦方向に所定の間隔を存して並べると共に、点在位
置から斜面に向けて突出する脚材を適宜の固定手段を介
し上記座枠に支持させた滑走レールと、少なくとも二本
の上記滑走レールを跨ぐように載置した橇と、この橇に
搭載した穿孔機と、上記橇を縦横に走行させるように設
けたウインチによる巻取り、巻戻しワイヤーとからなる
穿孔装置を採用する。
Further, a seat frame provided by connecting the scaffolding members arranged in parallel with each other at the drilling place of the sloping ground to the connecting member, and on the seat frame
Sliding rails are arranged in the longitudinal direction of the slope at a predetermined interval, and leg members projecting from the scattered positions toward the slope are supported by the seat frame via appropriate fixing means, and at least two of the sliding rails. A punching device including a sled mounted so as to straddle a rail, a punching machine mounted on the sled, and a winding and rewinding wire with a winch provided so as to run the sled vertically and horizontally.

【0011】さらに、滑走レールが、直列状に並べた一
定長さのパイプと、このパイプと同径の中間部材と、こ
の中間部材の両端から突出して上記パイプに嵌入する嵌
入部材とで構成したり、滑走レールが、直列状に並べた
一定長さのパイプと、このパイプと同径の中間部材と、
この中間部材の両端から突出して上記パイプに嵌入する
嵌入部材と、上記中間部材から突出する脚材とで構成す
ることもある。
Further, the sliding rail is composed of pipes of a certain length arranged in series, an intermediate member having the same diameter as the pipe, and fitting members projecting from both ends of the intermediate member and fitted into the pipe. Or, the sliding rails have a fixed length of pipes arranged in series, and an intermediate member of the same diameter as this pipe,
The intermediate member may be composed of a fitting member protruding from both ends and fitted into the pipe, and a leg member protruding from the intermediate member.

【0012】[0012]

【発明の実施の形態】この発明の実施の形態を添付図面
に基づいて説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described with reference to the accompanying drawings.

【0013】この発明の第1の実施形態では、図1から
図5に示すように、傾斜地山1の穿孔場所(穿孔を必要
とする範囲)には、並列する足場材16の相互を連結材
14により連結して組み立てた座枠13が設けてある。
In the first embodiment of the present invention, as shown in FIGS. 1 to 5, at the drilling place of the inclined ground 1 (the range where drilling is required), the scaffolding members 16 arranged in parallel are connected to each other. A seat frame 13 assembled by connecting with 14 is provided.

【0014】上記座枠13の組立ては、図示の場合地山
1に左右に所定の間隔を存して並べたパイプなどの連結
材14と、この連結材14の上に斜面縦方向に所定の間
隔を存して並べると共に、連結材14に適宜の固定手段
(図示の場合対のクランプ金具15をピンを介し回動自
在に接続した既知のパイプクランプ金具を用いた)を介
し固定した足場材16とで構成したが、その他の方式に
より組立てることもある。
In the case of assembling the seat frame 13, a connecting member 14 such as a pipe arranged on the ground 1 at a predetermined interval on the right and left in the case shown in the figure, and a predetermined direction in the longitudinal direction of the slope on the connecting member 14. Scaffolding that is arranged at intervals and is fixed to the connecting member 14 through appropriate fixing means (in the case shown, a known pipe clamp metal fitting in which a pair of clamp metal fittings 15 is rotatably connected via pins is used) is used. 16 and 16 but may be assembled by other methods.

【0015】要するに、斜面縦方向に多数本の足場材1
6を並べることを目的とする。
In short, a large number of scaffold materials 1 in the longitudinal direction of the slope.
The purpose is to line up 6.

【0016】また、座枠13上には、斜面縦方向に所定
の間隔を存して並べると共に、点在位置から斜面に向け
突出する脚材17を座枠13に適宜の手段により取付
けて支持させた滑走レール18が設けてある。
The seat frame 13 is arranged in the longitudinal direction of the slope at predetermined intervals and is directed from the dotted position to the slope.
There is provided a sliding rail 18 in which leg members 17 projecting upward are attached to and supported by the seat frame 13 by appropriate means.

【0017】上記脚材17の取付けは、図示の場合対の
クランプ金具19をピンを介し回動自在に連結してある
パイプクランプ金具を用いて、足場材16に脚材17を
取付け、組立て、分解の作業性を容易なるようにした
が、番線などを用いて取付けることもできる。
In the case of attaching the leg member 17, the pair of clamp members 19 are attached to the scaffold member 16 by using pipe clamp members in which a pair of clamp members 19 are rotatably connected via pins, and are assembled. Although the disassembly work has been made easy, it is also possible to attach it by using a wire.

【0018】さらに、少なくとも二本の滑走レール18
を跨ぐようにして、滑走レール18上にのせた橇20に
は、穿孔機Aが搭載してある。
Furthermore, at least two sliding rails 18 are provided.
A punching machine A is mounted on a sled 20 which is placed on the sliding rail 18 so as to straddle the rail.

【0019】上記の穿孔機Aは、図示の場合第1ウイン
チ21の運転によりワイヤー22を巻取り、巻戻して下
端の支軸23を支点として起伏(その他の手段で起伏さ
せることもある)するガイド柱24と、このガイド柱2
4をガイドとして昇降するスライダ25と、このスライ
ダ25に据え付けたチャック26付のモーター27とで
構成され、先端にビット28を有する鋼棒4の末端(頭
端)をチャック26により支持させる。
In the illustrated punching machine A, the wire 22 is wound and unwound by the operation of the first winch 21 in the illustrated case, and is undulated with the support shaft 23 at the lower end as a fulcrum (may be undulated by other means). Guide pillar 24 and this guide pillar 2
4 is used as a guide to move up and down a slider 25, and a motor 27 with a chuck 26 installed on the slider 25. The chuck 26 supports the end (head end) of the steel rod 4 having a bit 28 at the tip.

【0020】なお、図示のように第2ウインチ29によ
り巻取り、巻戻されるワイヤ30とスライダ25とを連
結しておくと、スライダ25をガイド柱24の上端に引
き上げて鋼棒4を建て込むことができ、かつ穿孔時に鋼
棒4に下向きの力を作用させることも可能になる。
When the wire 30 to be wound and unwound by the second winch 29 is connected to the slider 25 as shown in the drawing, the slider 25 is pulled up to the upper end of the guide column 24 to build the steel rod 4. It is also possible to apply a downward force to the steel rod 4 during drilling.

【0021】図中31は橇20に設けた鋼棒4の貫通孔
である。
Reference numeral 31 in the drawing denotes a through hole of the steel rod 4 provided in the sled 20.

【0022】次に上記構成の穿孔機を用いた穿孔方法を
説明する。
Next, a punching method using the punching machine having the above structure will be described.

【0023】図1に示すように、滑走レール18上に橇
20を載置すると共に、座枠13の上方に据え付けた第
3ウインチ32のワイヤー33を橇20の上向き先端に
取付けてあるシーブ34に係合する。
As shown in FIG. 1, the sled 20 is placed on the sliding rail 18, and the wire 33 of the third winch 32 installed above the seat frame 13 is attached to the upwardly directed tip of the sled 34. Engage with.

【0024】なお、橇20に第3ウインチ32を搭載
し、座枠13の上方地山1にシーブを支持させて、この
シーブにワイヤー33を係合することもある。
In some cases, the third winch 32 is mounted on the sled 20, the sheave is supported by the upper ground 1 of the seat frame 13, and the wire 33 is engaged with this sheave.

【0025】また、左右のワイヤー35、36の一方巻
取りに対し他方を巻戻して橇20を横移動できるように
する。
Further, one of the left and right wires 35, 36 is wound back while the other is unwound so that the sled 20 can be moved laterally.

【0026】上記のワイヤー35、36は、図示の場合
橇20の末端上両側に据え付けた第4ウインチ37及び
第5ウインチ38のワイヤー35、36を引き出し、そ
してワイヤー35、36の先端を地山1にアンカー39
を介し止めてあるが、逆にすることもある。
In the illustrated case, the wires 35, 36 are drawn out from the wires 35, 36 of the fourth winch 37 and the fifth winch 38 installed on both ends of the sled 20, respectively, and the tips of the wires 35, 36 are grounded. Anchor 39 on 1
It has been stopped through, but it may be reversed.

【0027】すると、ワイヤー33の巻取り、巻戻し、
及びワイヤー35、36の巻取り、巻戻しの操作によっ
て橇20を斜面縦方向或いは左右方向に滑走レール18
上を滑走させながら移動し、張設してあるワイヤー2、
2の所望する交差する付近に貫通孔31を止めることが
できる。
Then, the wire 33 is wound, unwound,
Also, the sled 20 is slid vertically or horizontally on the sliding rail 18 by the operation of winding and rewinding the wires 35, 36.
The wire 2 that is stretched while moving while sliding on the top,
The through hole 31 can be stopped near the desired intersection of two.

【0028】しかして、穿孔機Aのチャック26に鋼棒
4の頭端を把持すると共に、貫通孔31に鋼棒4の先端
ビット28を貫通させたのち、モーター27により鋼棒
4を回転させ、かつスライダ25の自重或いは必要に応
じ強制的に降下させながら、地山1から地中に掘削す
る。
Then, after the head end of the steel rod 4 is gripped by the chuck 26 of the punching machine A and the tip bit 28 of the steel rod 4 is passed through the through hole 31, the steel rod 4 is rotated by the motor 27. Further, the slider 25 excavates from the natural ground 1 into the ground while forcibly lowering the weight of the slider 25 or if necessary.

【0029】掘削にともない地中の所定深さに鋼棒4が
到達すると、図7に示すように穿孔3内にグラウト材5
を充填して鋼棒4を定着したのち、鋼棒4の頭端側を透
孔7に貫通させて受圧材6を載置し、次いで鋼棒4の受
端に締付金具8をねじ込んで、地山1にワイヤー2を受
圧板6により押え込む。
When the steel rod 4 reaches a predetermined depth in the ground due to excavation, the grout material 5 is placed in the perforation 3 as shown in FIG.
After fixing the steel rod 4 by filling it, the head end side of the steel rod 4 is penetrated through the through hole 7 and the pressure receiving member 6 is placed, and then the fastening metal fitting 8 is screwed into the receiving end of the steel rod 4. The wire 2 is pressed into the ground 1 by the pressure receiving plate 6.

【0030】なお、滑走レール18の支持脚材17は、
滑走レール18の下側周面に上端を例えば溶接などによ
り設けることもある。
The supporting leg material 17 of the sliding rail 18 is
The upper end may be provided on the lower peripheral surface of the sliding rail 18 by welding, for example.

【0031】この発明の第2の実施形態では、図2、図
3、図4に示すように、滑走レール18が、一定の長さ
のパイプ41と、パイプ41と同径の中間部材42と、
この中間部材42の両端から突出してパイプ41の端か
ら嵌入する嵌入部材43とで構成されている。
In the second embodiment of the present invention, as shown in FIGS. 2, 3 and 4, the sliding rail 18 includes a pipe 41 having a constant length and an intermediate member 42 having the same diameter as the pipe 41. ,
The intermediate member 42 includes fitting members 43 protruding from both ends and fitted from the ends of the pipe 41.

【0032】すると、パイプ41の所要本数を継ぎ足し
て滑走レール18を形成することができると共に、パイ
プ41と中間部材42とが同径のため、橇20のスムー
ズな滑走を保障することができる。
As a result, the required number of pipes 41 can be added to form the sliding rail 18, and since the pipes 41 and the intermediate member 42 have the same diameter, smooth sliding of the sled 20 can be ensured.

【0033】勿論、組立て分解可能なため、取り扱いな
どが容易になる。
Of course, since it can be assembled and disassembled, it can be easily handled.

【0034】この発明の第3の実施形態では、図3、図
4に示すように脚材17が中間部材42に設けてある。
すると、パイプ41の両端が一本の脚材17で支持され
る。
In the third embodiment of the present invention, the leg member 17 is provided on the intermediate member 42 as shown in FIGS.
Then, both ends of the pipe 41 are supported by the single leg member 17.

【0035】なお、脚材17は、一本に限定されず、二
本ほど設けることもある。
The number of the leg members 17 is not limited to one and may be about two.

【0036】[0036]

【発明の効果】この発明の傾斜地の穿孔方法及びその装
置によれば、橇に搭載してある穿孔機を用いて地山に穿
孔することができるので、穿孔能率が著しく向上すると
共に、深いかつ硬い地盤での穿孔が容易になる。
EFFECTS OF THE INVENTION According to the method and apparatus for piercing a sloped ground of the present invention, since it is possible to pierce a natural ground by using a piercing machine mounted on a sled, the piercing efficiency is remarkably improved and deep It facilitates drilling on hard ground.

【0037】また、座枠に支持させて斜面縦方向に並設
した滑走レール上で橇を滑走させるので、スムーズな滑
走ができると共に、ワイヤーの巻取り、巻戻しにより橇
を縦横所定の位置に自由に移動させることができる。
Further, since the sled is slid on the sliding rails which are supported by the seat frame and arranged in parallel in the longitudinal direction of the slope , smooth sliding is possible and the sled can be placed in predetermined longitudinal and lateral positions by winding and rewinding the wire. It can be moved freely.

【0038】さらに、一定の長さのパイプを、嵌入部材
を有する中間部材により順次継ぎ足すことができるの
で、組立て分解できて取り扱いが容易になると共に、パ
イプと中間部材とが同径のため橇のスムーズな滑走がで
きる。
Further, since a pipe having a fixed length can be successively replenished by an intermediate member having a fitting member, the pipe can be assembled and disassembled for easy handling, and the pipe and the intermediate member have the same diameter so that they can be slid. You can run smoothly.

【0039】また、中間部材に脚材を設けてあるので、
パイプの両端を安定よく支持することもできる。
Since the intermediate member is provided with legs,
It is also possible to stably support both ends of the pipe.

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

【図1】この発明の実施形態を示す平面図FIG. 1 is a plan view showing an embodiment of the present invention.

【図2】同要部の拡大平面図FIG. 2 is an enlarged plan view of the main part.

【図3】同要部の縦断拡大側面図FIG. 3 is an enlarged vertical side view of the main part.

【図4】同拡大正面図FIG. 4 is an enlarged front view of the same.

【図5】穿孔機の一部切欠平面図FIG. 5 is a partially cutaway plan view of the punching machine.

【図6】受圧材の配置を示す平面図FIG. 6 is a plan view showing the arrangement of pressure receiving members.

【図7】同上の要部を示す縦断拡大側面図FIG. 7 is an enlarged vertical sectional side view showing the main part of the above.

【符号の説明】[Explanation of symbols]

1 地山 2 ワイヤーロープ 3 穿孔 4 鋼棒 5 グラウト材 6 受圧材 7 透孔 8 締付金具 13 座枠 14 連結材 15、19 クランプ金具 16 足場材 17 脚材 18 滑走レール 20 橇 21 第1ウインチ 22、30、33、35、36 ワイヤー 23 支軸 24 ガイド柱 25 スライダ 26 チャック 27 モーター 28 ビット 29 第2ウインチ 31 貫通孔 32 第3ウインチ 34 シーブ 41 パイプ 42 中間部材 43 嵌入部材 1 ground 2 wire rope 3 perforation 4 steel rod 5 grout 6 Pressure receiving material 7 through holes 8 Tightening bracket 13 seat frame 14 Connecting material 15, 19 Clamp fitting 16 scaffolding material 17 legs 18 sliding rails 20 sledge 21 1st winch 22, 30, 33, 35, 36 wire 23 spindle 24 Guide pillar 25 slider 26 chuck 27 motor 28 bits 29 Second winch 31 through hole 32 Third winch 34 sheaves 41 pipes 42 Intermediate member 43 Fitting member

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 傾斜地の穿孔場所に並列する足場材の相
互を連結材により連結して形成した座枠を設けたのち、
この座枠上に斜面縦方向に所定の間隔を存して並べると
共に、斜面に向けて突出する脚材を適宜の固定手段を介
し上記座枠に支持させて滑走レールを並べ、そしてこの
滑走レール上に穿孔機の搭載橇を置くと共に、ワイヤー
のウインチなどによる巻取り、巻戻しによって縦方向と
横方向とに上記橇を滑走させながら、掘削位置に上記橇
を移動させたのち、上記穿孔機により穿孔するようにし
たことを特徴とする傾斜地の穿孔方法。
1. A seat frame formed by connecting scaffolding materials arranged in parallel to each other on a sloping ground with a connecting material,
The slide rails are arranged on the seat frame at a predetermined interval in the longitudinal direction of the slope, and leg members projecting toward the slope are supported by the seat frame via appropriate fixing means to arrange the slide rails. While placing the sled mounted on the punching machine, winding the wire with a winch, while sliding the sleding machine in the longitudinal and lateral directions by rewinding, after moving the sled to the excavation position, the punching machine. A method for perforating a sloping ground, characterized in that
【請求項2】 傾斜地の穿孔場所に並列する足場材の相
互を連結材に連結して設けた座枠と、この座枠上に斜面
縦方向に所定の間隔を存して並べると共に、点在位置か
斜面に向けて突出する脚材を適宜の固定手段を介し上
記座枠に支持させた滑走レールと、少なくとも二本の上
記滑走レールを跨ぐように載置した橇と、この橇に搭載
した穿孔機と、上記橇を縦横に走行させるように設けた
ウインチによる巻取り、巻戻しワイヤーとからなる穿孔
装置。
2. A seat frame in which scaffolding members arranged in parallel with each other on a sloping ground are connected to a connecting member, and a slope is formed on the seat frame.
At least two sliding rails, which are arranged in the longitudinal direction with a predetermined interval and in which leg members projecting from the scattered positions toward the slope are supported by the seat frame via appropriate fixing means. A punching device comprising a sled mounted so as to straddle the sled, a punching machine mounted on the sled, and a winding and rewinding wire with a winch provided so as to run the sled vertically and horizontally.
【請求項3】 上記の滑走レールが、直列状に並べた一
定長さのパイプと、このパイプと同径の中間部材と、こ
の中間部材の両端から突出して上記パイプに嵌入する嵌
入部材とで構成したことを特徴とする請求項2に記載の
穿孔装置。
3. The sliding rail comprises a pipe of a fixed length arranged in series, an intermediate member having the same diameter as the pipe, and a fitting member protruding from both ends of the intermediate member and fitted into the pipe. The punching device according to claim 2, wherein the punching device is configured.
【請求項4】 上記の滑走レールが、直列状に並べた一
定長さのパイプと、このパイプと同径の中間部材と、こ
の中間部材の両端から突出して上記パイプに嵌入する嵌
入部材と、上記中間部材から突出する脚材とで構成した
ことを特徴とする請求項2に記載の穿孔装置。
4. A pipe having a fixed length in which the sliding rails are arranged in series, an intermediate member having the same diameter as the pipe, and a fitting member protruding from both ends of the intermediate member and fitted into the pipe. The punching device according to claim 2, wherein the punching device comprises a leg member protruding from the intermediate member.
JP2000051266A 2000-02-28 2000-02-28 Drilling method and device for sloped ground Expired - Fee Related JP3463987B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000051266A JP3463987B2 (en) 2000-02-28 2000-02-28 Drilling method and device for sloped ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000051266A JP3463987B2 (en) 2000-02-28 2000-02-28 Drilling method and device for sloped ground

Publications (2)

Publication Number Publication Date
JP2001241282A JP2001241282A (en) 2001-09-04
JP3463987B2 true JP3463987B2 (en) 2003-11-05

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Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3463987B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100550651B1 (en) * 2002-12-09 2006-02-08 김경호 casing insert equipment of drilling machine
JP4427670B2 (en) * 2003-01-10 2010-03-10 日特建設株式会社 Anchor bolt construction equipment
JP4886376B2 (en) * 2006-06-13 2012-02-29 株式会社タニガキ建工 How to move the excavator on the frame
JP5809790B2 (en) * 2010-02-15 2015-11-11 岡本 俊仁 Rock bolt forming method and drilling device
JP6495846B2 (en) * 2016-03-04 2019-04-03 株式会社三共 Slope anchor construction method and rail unit set used therefor
CN110485921B (en) * 2019-08-21 2021-06-18 康宏伟 NPR anchor rope construction drilling directional controller

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