JP2001241282A - Method and device for drilling inclined land - Google Patents

Method and device for drilling inclined land

Info

Publication number
JP2001241282A
JP2001241282A JP2000051266A JP2000051266A JP2001241282A JP 2001241282 A JP2001241282 A JP 2001241282A JP 2000051266 A JP2000051266 A JP 2000051266A JP 2000051266 A JP2000051266 A JP 2000051266A JP 2001241282 A JP2001241282 A JP 2001241282A
Authority
JP
Japan
Prior art keywords
sled
pipe
seat frame
drilling
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.)
Granted
Application number
JP2000051266A
Other languages
Japanese (ja)
Other versions
JP3463987B2 (en
Inventor
Kengo Kimoto
健吾 木本
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.)
DAIRIN KK
Original Assignee
DAIRIN KK
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 DAIRIN KK filed Critical DAIRIN KK
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

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Abstract

PROBLEM TO BE SOLVED: To efficiently and deeply drill natural ground. SOLUTION: A seat frame 13 is assembled in inclined natural ground 1 requiring drilling, a sliding rail 18 is arranged at specific intervals up and down on the seat frame, at the same time, a leg material 17 of the sliding rail is mounted to a footing material 16 of the seat frame, a mounting sled 20 of a drilling machine A is placed while the mounting sled strides over at least two sliding rails, and a sled is horizontally and vertically slid by winding and rewinding a wire.

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 an apparatus for perforating an inclined ground for fixing a pressure receiving material (support plate) of a slope stabilization method to 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 As shown in FIGS. 6 and 7, a slope stabilization method (non-frame method) is to attach a wire rope 2 crossing vertically or horizontally or diagonally on a ground 1 and to attach each wire rope 2 to the ground. The terminal is stopped at the ground 1 by an 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 the vicinity of each intersection of the wire rope 2 or in the vicinity of predetermined interspersed intersections, drilling is performed while excavating from the ground 1 to the ground (depth of 4 to 6 m). Grout material 5 to be filled while steel bar 4 is inserted into 3
The steel rod 4 is fixed to the perforation 3 by the above.

【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。
After the head end of the steel rod 4 is passed through the through hole 7 at the center of the pressure receiving material 6 carried into the ground 1, a fastening member 8 is screwed into the head end of the steel rod 4. The wire rope 2 is pressed into the ground 1 via the pressure receiving material 6 to stabilize the slope (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。
As a conventional technique for performing the above-described slope stabilization drilling, a hand drill is manually carried to a drilling position, and drilling is performed while gripping the drilling 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 above-described drilling method, a hand drill is used for carrying and gripping by hand, so that the drilling power (horsepower) is weak and the drilling is performed by geology (hard or rock). In addition, there are problems such as inconvenience that it is difficult to perform the perforation and that 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 a problem that smooth movement is not possible due to danger due to poor scaffolding.

【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 provide a powerful drilling force, which can drill a deep hole, smooth movement to a drilling point, and significantly improve drilling efficiency. It is to have done.

【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、この座枠上に上下に所定の間隔を存して並べると共
に、下向きに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 members parallel to each other by a connecting member at a perforated place on an inclined ground. Along with arranging up and down a predetermined interval on the seat frame, downwardly protruding leg members are supported by the seat frame via appropriate fixing means, and the sliding rails are arranged, and the drilling machine is placed on the sliding rail. Place the mounting sled, take up the wire with a winch or the like, and move the sled to the excavation position while sliding the sled in the vertical and horizontal directions by rewinding. The method of perforating a sloped land, which is characterized in that it is performed, is adopted.

【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
上下に所定の間隔を存して並べると共に、点在位置から
下向きに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。
In addition, a scaffold provided by connecting scaffolding members parallel to each other at a perforated place on an inclined ground is connected to a connecting member. A sliding rail in which leg members projecting downward are supported on the seat frame via appropriate fixing means, a sled placed so as to straddle at least two of the sliding rails, and a drilling machine mounted on the sled, A perforation device including a winch and a rewind wire provided by a winch provided so as to allow the sled to travel vertically and horizontally is employed.

【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 constituted by a pipe of a fixed length arranged in series, an intermediate member having the same diameter as the pipe, and a fitting member projecting from both ends of the intermediate member and fitting into the pipe. Or a sliding rail, a pipe of a certain length arranged in series, an intermediate member of the same diameter as this pipe,
The intermediate member may be constituted by a fitting member projecting from both ends and fitted into the pipe, and a leg member projecting 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。
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11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 FIG. 1 to FIG. There is provided a seat frame 13 connected and assembled by 14.

【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の上に上下に所定の間隔を存
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。
The assembling of the seat frame 13 is performed by connecting a connecting member 14 such as a pipe arranged on the ground 1 at a predetermined interval on the left and right sides of the ground 1 and a predetermined interval above and below the connecting member 14. And a scaffold 16 fixed to the connecting member 14 by appropriate fixing means (a known pipe clamp fitting in which a pair of clamp fittings 15 are rotatably connected via pins in the case shown). , But may be assembled by other methods.

【0015】要するに、上下に多数本の足場材16を並
べることを目的とする。
In short, the object is to arrange a large number of scaffolds 16 vertically.

【0016】また、座枠13上には、上下に所定の間隔
を存して並べると共に、点在位置から下向きに突出する
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。
On the seat frame 13, a sliding member is provided which is vertically arranged at predetermined intervals, and which has leg members 17 projecting downward from scattered positions attached to the seat frame 13 by appropriate means and supported. A rail 18 is provided.

【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 illustrated case, the leg member 17 is attached to the scaffolding member 16 by using a pipe clamp member in which a pair of clamp members 19 are rotatably connected via pins in the case shown in the figure, and assembled. Although the workability of the disassembly is made easy, it can also be attached using a number line or the like.

【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
A drilling machine A is mounted on a sled 20 placed on the sliding rail 18 so as to straddle the vehicle.

【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 example, the drilling machine A winds the wire 22 by operating the first winch 21 and unwinds the wire 22 so that the wire 22 is raised and lowered with the support shaft 23 at the lower end as a fulcrum (it may be raised and lowered by other means). Guide pillar 24 and this guide pillar 2
The slider 25 is configured to move up and down using the slider 4 as a guide, and a motor 27 having 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。
As shown in the figure, when the wire 30 wound and unwound by the second winch 29 and the slider 25 are connected to each other, the slider 25 is pulled up to the upper end of the guide post 24 and the steel bar 4 is built. In addition, a downward force can be applied 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。
In the figure, reference numeral 31 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 drilling method using the drilling machine having the above configuration 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 slide rail 18 and the wire 33 of the third winch 32 installed above the seat frame 13 is attached to the sled 20 at the upward end thereof. Engages.

【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。
The third winch 32 may be mounted on the sled 20, the sheave may be supported on the ground 1 above the seat frame 13, and the wire 33 may be engaged with the 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, the sled 20 can be moved laterally by rewinding one of the left and right wires 35, 36 with respect to the other.

【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。
The above-mentioned wires 35 and 36 draw out the wires 35 and 36 of the fourth winch 37 and the fifth winch 38 installed on both sides of the end of the sled 20 in the case shown in the figure, and connect the tips of the wires 35 and 36 to the ground. 1 anchor 39
, But 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を上下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, winding and rewinding of the wire 33,
The sled 20 is moved while sliding on the sliding rail 18 in the up-down direction or the left-right direction by the operation of winding and rewinding the wires 35, 36, and the wires 2, 2
The through hole 31 can be stopped in the vicinity of the desired intersection.

【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。
After the head end of the steel rod 4 is gripped by the chuck 26 of the drilling 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. Excavation is performed from the ground 1 into the ground while the slider 25 is self-weighted or forcedly lowered as 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 the excavation, the grout material 5 is inserted into the perforation 3 as shown in FIG.
After the steel rod 4 is fixed, the pressure-receiving member 6 is placed by passing the head end side of the steel rod 4 through the through hole 7, and then the fastening member 8 is screwed into the receiving end of the steel rod 4. Then, 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 17 of the sliding rail 18 is
An upper end may be provided on the lower peripheral surface of the slide rail 18 by, for example, welding.

【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 comprises a pipe 41 having a fixed length and an intermediate member 42 having the same diameter as the pipe 41. ,
A fitting member 43 protruding from both ends of the intermediate member 42 and fitted from the end of the pipe 41 is provided.

【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。
Then, the sliding rail 18 can be formed by adding the required number of pipes 41, and the smooth sliding of the sled 20 can be ensured because the pipe 41 and the intermediate member 42 have the same diameter.

【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, handling is easy.

【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 one 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 two leg members 17 may be provided.

【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。
According to the method and the apparatus for piercing an inclined ground according to the present invention, it is possible to pierce the ground by using a piercing machine mounted on a sled. Drilling on hard ground is facilitated.

【0037】また、座枠に支持させて上下に並設した滑
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 on the seat frame and arranged vertically, the sled can be smoothly slid, and the sled can be freely moved to a predetermined position in the vertical and horizontal directions by winding and rewinding the wire. Can be moved.

【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 of a fixed length can be successively added by an intermediate member having a fitting member, the pipe can be assembled and disassembled for easy handling. 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。
Also, since the intermediate member is provided with the leg material,
Both ends of the pipe can be stably supported.

【図面の簡単な説明】[Brief description of the 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 a longitudinal enlarged 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 drilling 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 longitudinal side view showing a 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 11 足場材 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 DESCRIPTION OF SYMBOLS 1 Ground 2 Wire rope 3 Drilling 4 Steel rod 5 Grout material 6 Pressure receiving material 7 Through hole 8 Clamping fitting 11 Scaffolding material 13 Seat frame 14 Connecting material 15, 19 Clamp fitting 16 Scaffolding material 17 Leg material 18 Sliding rail 20 Sledge 21 First winch 22, 30, 33, 35, 36 Wire 23 Support shaft 24 Guide post 25 Slider 26 Chuck 27 Motor 28 Bit 29 Second winch 31 Through hole 32 Third winch 34 Sheave 41 Pipe 42 Intermediate member 43 Fitting member

Claims (4)

【特許請求の範囲】[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、
この座枠上に上下に所定の間隔を存して並べると共に、
下向きに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. After providing a seat frame formed by connecting scaffolding materials parallel to each other at a perforated place on an inclined ground with a connecting material,
While arranging this seat frame up and down with a predetermined interval,
The downwardly projecting leg members are supported by the above-mentioned seat frame via appropriate fixing means, and the sliding rails are arranged, and the mounting sled of the drilling machine is placed on the sliding rail, and the wire is wound up by a winch or the like. A method of piercing a sloping ground, wherein the sled is moved to an excavation position while the sled is slid in the vertical direction and the horizontal direction, and then the hole is drilled by the drilling machine.
【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、この座枠上に上下
に所定の間隔を存して並べると共に、点在位置から下向
きに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 scaffold provided by connecting scaffolding members parallel to a perforated place on an inclined ground to a connecting member, and arranged at predetermined intervals vertically on the seating frame. A sliding rail in which leg members projecting downward are supported on the seat frame via appropriate fixing means, a sled placed so as to straddle at least two of the sliding rails, and a drilling machine mounted on the sled, A punching device comprising a winding and rewinding wire provided by a winch provided to allow the sled to travel 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. A pipe having a certain 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 fitting into the pipe. The drilling 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 certain length in which the sliding rails are arranged in series, an intermediate member having the same diameter as the pipe, a fitting member projecting from both ends of the intermediate member and fitting into the pipe. 3. The drilling device according to claim 2, wherein the drilling 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 true JP2001241282A (en) 2001-09-04
JP3463987B2 JP3463987B2 (en) 2003-11-05

Family

ID=18572933

Family Applications (1)

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

Country Link
JP (1) JP3463987B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004218210A (en) * 2003-01-10 2004-08-05 Nittoc Constr Co Ltd Anchor-bolt construction device
KR100550651B1 (en) * 2002-12-09 2006-02-08 김경호 casing insert equipment of drilling machine
JP2007332589A (en) * 2006-06-13 2007-12-27 Tanigaki Kenko:Kk Moving method for excavator on mold
JP2011185032A (en) * 2010-02-15 2011-09-22 Toshihito Okamoto Lock bolt forming method and drilling device
JP2017155550A (en) * 2016-03-04 2017-09-07 株式会社三共 Anchor work method of slope face and rail unit set used therefor
CN110485921A (en) * 2019-08-21 2019-11-22 康宏伟 A kind of NPR anchor cable construction drilling directing controller

Cited By (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
JP2004218210A (en) * 2003-01-10 2004-08-05 Nittoc Constr Co Ltd Anchor-bolt construction device
JP2007332589A (en) * 2006-06-13 2007-12-27 Tanigaki Kenko:Kk Moving method for excavator on mold
JP2011185032A (en) * 2010-02-15 2011-09-22 Toshihito Okamoto Lock bolt forming method and drilling device
JP2017155550A (en) * 2016-03-04 2017-09-07 株式会社三共 Anchor work method of slope face and rail unit set used therefor
CN110485921A (en) * 2019-08-21 2019-11-22 康宏伟 A kind of NPR anchor cable construction drilling directing controller

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