JPS58101999A - Correcting of hole curve in horizontal distance drilling method - Google Patents

Correcting of hole curve in horizontal distance drilling method

Info

Publication number
JPS58101999A
JPS58101999A JP14557881A JP14557881A JPS58101999A JP S58101999 A JPS58101999 A JP S58101999A JP 14557881 A JP14557881 A JP 14557881A JP 14557881 A JP14557881 A JP 14557881A JP S58101999 A JPS58101999 A JP S58101999A
Authority
JP
Japan
Prior art keywords
hole
drill
tip
inner tube
dyna
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
JP14557881A
Other languages
Japanese (ja)
Other versions
JPH0223678B2 (en
Inventor
江藤 肇
児玉 清
大鹿 春郎
花田 正紀
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.)
JFE Engineering Corp
Tokyo Gas Co Ltd
Koken Boring Machine Co Ltd
Original Assignee
Tokyo Gas Co Ltd
Koken Boring Machine Co Ltd
Nippon Kokan 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 Tokyo Gas Co Ltd, Koken Boring Machine Co Ltd, Nippon Kokan Ltd filed Critical Tokyo Gas Co Ltd
Priority to JP14557881A priority Critical patent/JPS58101999A/en
Publication of JPS58101999A publication Critical patent/JPS58101999A/en
Publication of JPH0223678B2 publication Critical patent/JPH0223678B2/ja
Granted legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)
  • Earth Drilling (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は水平長距離削進工法における孔開シ修正方法に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a hole correction method in a horizontal long-distance excavation method.

交通量の多い道路や市街地などにガス管、水道管等を埋
設するにあ九シ、従来よル、非開削法によって埋設管を
水平方向に長距離削進せしめる方法が知られている。こ
の工法には大別して回転掘削式と非回転押込式とがある
が、いずれにしても高精度の水平直進性が要求されるこ
とになシ、この丸め掘削途中において九びたび孔開シの
修正を行なう必要がある。
Conventional methods for burying gas pipes, water pipes, etc. in roads with heavy traffic or in urban areas are known as methods in which the buried pipes are excavated horizontally over long distances using trenchless methods. This method can be roughly divided into rotary drilling type and non-rotating pushing type, but in either case, highly accurate horizontal straightness is required, and during this rounding excavation, hole drilling is often required. Corrections need to be made.

この孔開シ修正方法として従来 ■刃口とケーシングの間に複数の油圧ジヤツキを設けて
刃口の向きを変えて孔開シを修正する方法。
The conventional method for correcting this hole is to correct the hole by installing multiple hydraulic jacks between the cutting edge and the casing and changing the direction of the cutting edge.

■ケーシングの先端に孔開シを検知する計器や刃口を揺
動させるジヤツキを組込んだパイロットヘッドで孔−シ
を修正する方法、−が知られている。
(2) A method of correcting holes using a pilot head that incorporates an instrument for detecting holes and a jack for swinging the cutting edge at the tip of the casing is known.

しかし、上記■の方法では長手方向に短い刃口を油圧シ
リンダーで修正するため上古によっては修正困難な場合
がある。また上記■の方法では長いパイロットヘッドで
あることから前記■の方法の問題は解決されるが、パイ
四ット管をパイロットヘッドがヒンジ組手で接続されて
いるために、刃口のうける土圧によシ孔開シを生じやす
く、シたがって頻繁に孔開シ修正を必要があシ、掘削能
率を落すことKなる。しかもこの方法では先端部に油圧
シリンダー、曲り検知器、可動部があシ、特に長距離推
進の場合、トラブルを起しやすいという問題があった。
However, in method (2) above, the longitudinally short blade edge is corrected using a hydraulic cylinder, which may be difficult to correct depending on the age of the blade. In addition, method (2) above uses a long pilot head, which solves the problem of method (2) above, but since the pilot head is connected to the pi-four pipe by a hinge clasp, there is no dirt in the cutting edge. The pressure tends to cause holes to be drilled, thus requiring frequent correction of the holes, which reduces excavation efficiency. Moreover, this method has a hydraulic cylinder, a bend detector, and a moving part at the tip, which tends to cause problems, especially in the case of long-distance propulsion.

さらにまた上記■■の方法はいずれも油圧シリンダ等を
使用しているため、その駆動用油圧ホースも長距離推進
の場合には長くなシ、油圧洩れ等の事故が発生すると、
その復旧に多大の費用と日時を要していた。
Furthermore, since all of the methods described in ■■ above use hydraulic cylinders, the hydraulic hoses used to drive them are also long for long-distance propulsion, and if accidents such as hydraulic leakage occur,
Restoration required a large amount of money and time.

本発明はこのような従来の不利欠点を解決する丸めに、
検討の結果−提案されたものであり、複雑な装置を必要
とせず、孔開シを簡易かつ正確に修正し得る方法を提供
しようとするものである。
The present invention solves such conventional disadvantages by rounding.
This was proposed as a result of the study, and it is an attempt to provide a method that does not require complicated equipment and can easily and accurately correct the perforation.

以下本発明の一実施例を添付図面に従って説明すると、
まず本発明では第1図に示すごとく、埋設管の発進側と
到達側に立坑1.2を作シ、発進立坑1に掘削機3を据
付け、到達立坑2に至るパイロット孔を掘削する。この
掘削にあたシ本発明では第2図以下に示すような外管4
及び内管5が使用される。
An embodiment of the present invention will be described below with reference to the accompanying drawings.
First, in the present invention, as shown in FIG. 1, vertical shafts 1.2 are created on the starting and reaching sides of the buried pipe, an excavator 3 is installed in the starting shaft 1, and a pilot hole leading to the reaching shaft 2 is excavated. For this excavation, in the present invention, an outer pipe 4 as shown in Fig. 2 and below is used.
and inner tube 5 are used.

外管4はケーシングロッド6とこのケーシングロッドの
先端に接続されるパイロットケーシング7とから構成さ
れている。このパイロットケーシング7はケーシングロ
ッド6よシも若干大径となっており、その先端部には該
パイロットケーシング1と同径のケーシングビット8が
設けられている。また前記内管5はケーシングロッド6
の後端部に取り付けられたスタフインクボックス9を介
して外管4内に挿入され、その先端側にオーガー状のス
パイラルスタビライザー10が取シ付けられると共に、
その先端にオーガービット11と、内管に対して着脱可
能となったインナビット12が取り付けられている。
The outer tube 4 is composed of a casing rod 6 and a pilot casing 7 connected to the tip of the casing rod. The pilot casing 7 has a slightly larger diameter than the casing rod 6, and a casing bit 8 having the same diameter as the pilot casing 1 is provided at its tip. Furthermore, the inner tube 5 has a casing rod 6
It is inserted into the outer tube 4 via the stuffy ink box 9 attached to the rear end, and an auger-shaped spiral stabilizer 10 is attached to the tip side thereof.
At its tip, an auger bit 11 and an inner bit 12, which can be attached to and detached from the inner tube, are attached.

こうし友外管4と内管5とは、前記掘削機3のそれぞれ
の駆動装置3,3aによって互いに反対方向Kfl転さ
れる。これによシ各ビット8,11.12により地中を
掘削しながら水平方向に前進し、その間発進立坑1から
はケーシングロッド4と内管5とが複数継き足されるよ
うになっている。
The outer pipe 4 and the inner pipe 5 are rotated in opposite directions Kfl by respective drive devices 3 and 3a of the excavator 3. As a result, the machine advances horizontally while excavating underground with each bit 8, 11, and 12, while a plurality of casing rods 4 and inner pipes 5 are connected from the starting shaft 1. .

本発明では、上述のようにして、所定長さく例えば10
m毎)パイロット孔を掘削した後まず孔開り検知が行な
われる。この方法として本発明では第2図に示すごとく
、内管5内に孔開シ測定器13を水で圧送し、先端部の
傾斜、方位を計測するものである。ここで使用される孔
開り測定器としては、ジャイロ式インクリツメ−ターや
磁気式シングルショットインクリノメータなどがあり、
本発明ではいずれを採用してもよい。なお、本実施例の
場合、測定器13の回収はホイスト14にてワイヤ15
を巻取ることによって行なわれる。
In the present invention, as described above, a predetermined length of, for example, 10
After drilling a pilot hole (every m), hole opening detection is first performed. As a method of this invention, as shown in FIG. 2, in the present invention, a hole measuring device 13 is pumped with water into the inner tube 5 to measure the inclination and orientation of the tip. The hole measuring instruments used here include gyro-type incremeters and magnetic single-shot inclinometers.
Either method may be adopted in the present invention. In the case of this embodiment, the measuring device 13 is recovered by the wire 15 using the hoist 14.
This is done by winding up.

このような方法によシ孔開シの測定が行なわれ、方位(
左右)、傾斜(上下)共役定値より例えば1°GO’変
位した時点で孔開りの修正が行なわれる。
The hole opening is measured using this method, and the orientation (
The hole opening is corrected at the time of displacement of, for example, 1° GO' from the conjugate fixed value (left and right) and inclination (up and down).

即ち、本発明では、内管先端のインナービット12をワ
イヤー2インで回収した後、第3図に示すごとくこの内
管5内にダイナドリル16を挿入する。このダイナドリ
ル16は前記測定値に応じて適切なベンドが選定されて
おり、該ダイナドリル16を内管先端から突出させ、ド
リルロッドを回転させることでパイロット孔の曲シを修
正するように掘削する。
That is, in the present invention, after the inner bit 12 at the tip of the inner tube is recovered with the wire 2-in, the dyna drill 16 is inserted into the inner tube 5 as shown in FIG. An appropriate bend of this DynaDrill 16 is selected according to the above-mentioned measurement value, and by protruding the DynaDrill 16 from the tip of the inner pipe and rotating the drill rod, drilling is performed to correct the curvature of the pilot hole. do.

その後、ダイナドリル11内に上記と同様にして孔開シ
計測器13を圧送し修正後の曲り角を計測するものであ
る。
Thereafter, the hole-drilling measuring device 13 is pumped into the Dyna Drill 11 in the same manner as described above, and the corrected bending angle is measured.

本発明では上述のようにしてダイナドリル16で先行ポ
ーリングを行なつ九後、第4図に示すごとく、内管5を
回転させ、前記グイナ゛ドリル16をガイドとしてオー
ガビット11によ〕拡孔を行なう。次いで外管4を回転
させ、内管5のスパイラルスタビライザ10をガイドと
して外管のケーシングビット8によ)拡孔修正がなされ
る。なお、本発明では内管5と外管4とを同時に回転さ
せて拡孔するようにしてもよい。
In the present invention, after performing preliminary polling with the dyna drill 16 as described above, the inner tube 5 is rotated as shown in FIG. Do the following. Next, the outer tube 4 is rotated, and the hole is enlarged (with the casing bit 8 of the outer tube) using the spiral stabilizer 10 of the inner tube 5 as a guide. In addition, in the present invention, the inner tube 5 and the outer tube 4 may be rotated at the same time to expand the hole.

このような孔面りの修正を行なう死後、上記孔面9計測
器13を圧送して修正度を再度確認し、その後ダイナド
リル16を回収しインナービット12を挿入して次の掘
削の準備を行なうものである。
After performing such correction of the hole surface, the hole surface 9 measuring device 13 is pumped to confirm the degree of correction again, and then the dyna drill 16 is recovered and the inner bit 12 is inserted to prepare for the next drilling. It is something to do.

以上説明したような本発明によれば、従来のごとくケー
シングの先端部に複雑な修正装置を装備する必要はなく
、これら装置のトラブルもなくなるため、きわめて効率
的Kかつ閤精度の孔面り修正を行なうことが可能となシ
、特に小口径管を長距離(例えば500m以上)掘削す
る場合その効果のすぐれた発明で、ある。
According to the present invention as described above, there is no need to equip the tip of the casing with a complicated correction device as in the past, and troubles associated with these devices are also eliminated, making it possible to correct the hole surface very efficiently and with high accuracy. This invention is particularly effective when excavating small diameter pipes over long distances (for example, over 500 m).

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は水平長距離削進呈法を説明するための概略図、
第2図〜第5図はいずれも本発明の詳細な説明するため
の概略図で、第2図は孔曲p測定状況、第3図はダイナ
ドリルによる先行ポーリング状況、第4図は内管による
拡孔状況、第5図は外管にょる拡孔状況をそれぞれ示す
。 図中4は外管、5は内管、13は孔曲り測定器、16は
ダイナドリルである。 脣許出願人  日本鋼管株式会社 同      鉱研試錐工東株式余社 発 明 者   江   藤       部同   
     児   玉       検量      
  大  鹿   春   部間        花 
  1)  正   紀手続補正書 昭和4Z年/ノと月2日 特許庁長゛f(若杉和夫殿 (特許+1審査官               殿)
4、 (II: 埋入(412)日本鋼管株式会社外2
名5 補正命令の日付   −−1 補  正   内   容 1本願の「41許請求の範囲」管以下のように訂正する
。 r先端ISKビットを備えた内管と同じく先端11にピ
ッ)1傭見え外管とを回転させて地中を水平方向に掘削
するKあたル、掘削孔の曲9ts足し穴後、内管内に、
杆状で管先端から突出させて孔曲シYt修正する掘て内
管及び外管を前進させ拡孔することを臀徴とする水平長
距離削進工法における孔an修正方法。」 ユ本MwA細書中第3頁20行目中「埋設管の」とある
を「パイロット孔掘削の」と訂正する0・ 3同書菖4頁15行目冒*Krスパイラルスタビライザ
ー10Jとあるを「スパイクルオー#IQJと訂正する
。 弘同書第4頁2Q行目末尾〜第5−1行目冒1[Kかけ
て「互いに反対方向に回転される。 とあゐを1回転せしめられる。」と訂正する。 よ同書第6頁4行目〜8行目迄1以下のように訂正する
。 rac+に示すごとくこの内管S内Kl!IIJ修正用
Oトシル16fe挿入する。このドリル16は、杆状で
しかも先端111に1111111!71(ベントハウ
ジング)が形成された本体17とこの本体先端ニー回転
可能に設けられ危ピッ)18とを備えておシ、本体17
C)劇n5171は前記測定値に応じて適切な曲ル角に
選定されている。このようなドリル16を内管先端から
突出させ、ビット18を回転畜せ為ことでパ」 五岡書纂・頁10行局、1s行目末尾〜14行目冒]1
1KtPけて、15行目末尾〜1@行11111111
Kかけて「ダイナドリル16」とあるをそれぞれrドリ
ル16」と訂正すゐ。 り同書第6頁18行目中「スパイラルスタビ」   ラ
イザIOJと魯るvtrスパイラルオーガ10Jと訂正
する。 ま同書I!7頁5頁目行目中イナドリル16」とあるを
rドリル16Jと訂正する。 デ同書第7頁7行目と8行目の間に以下のように加入す
る。 「孔l11υ修正の先行ポーリングを行うドリル16と
しては、所謂ダイナドリルtはじめとして、適宜な方式
のものを用いることができる。これらドリル16は、杆
状O本体の先端側にペンドへウジング部が設けられると
と4Ilc、その先端に本体の径よ〕も大径のビットが
設けられ、ビット18は杆状本体内を伝達される動力に
よ)回転するようになっている。壕え杆状の本体17を
通じて切羽には水が供給される。上記ダイナドリルの場
合には、本体内の先端@KIIA旋状Oa−ターが回転
可能に設けられ、本体内を通じて切羽に供給される途中
の水によシ、前記p−ター1に回転せしめ、このロータ
ー〇11転を先端のビットに伝えるよう〆にしている。 」 10、同書第フ頁20行目末尾に「ダイナドリル」/と
あるをrドリル1と訂正する。 /l同°書第8頁S行目に「16紘ダイナドリルである
。」とあるを「16鉱ドリルである。」と訂正する。 lユ本履添附図面中、第3図、第4図、第5図に別紙朱
書きのようKそれぞれ符号を追加挿入する。 手続補正書 特許庁長官 若 杉 和 夫  殿 (特許庁審査官                殿)
3 補正をする者 事件との関係  特  許出願人 (412)日本鋼管株式会社 4、代理人 7補正の内容 別紙のとおり 手続補正書 昭和57年72月2 1.1 特許庁長官 若 杉 和 夫  殿 (特許庁審査官                殿)
1 事件の表示 昭和5b年特  許  願第1171タダ78 号3、
補正をする者 事件との関係  特  許出願人 4代理人
Figure 1 is a schematic diagram for explaining the horizontal long-distance cutting method.
Figures 2 to 5 are all schematic diagrams for explaining the present invention in detail. Figure 2 shows the state of hole bend p measurement, Figure 3 shows the state of advance poling with Dyna Drill, and Figure 4 shows the inner pipe. Figure 5 shows the hole expansion situation in the outer tube. In the figure, 4 is an outer tube, 5 is an inner tube, 13 is a hole bending measuring device, and 16 is a Dynadrill. Applicant: Nippon Steel Tube Co., Ltd. Koken Drilling Co., Ltd. Toko Co., Ltd. Inventor: Eto Beto Co., Ltd.
Kodama Calibration
Big Deer Spring Bema Flower
1) Written amendment to the formal proceedings dated 2nd May, 1925 (Showa 4Z) Commissioner of the Japan Patent Office (Mr. Kazuo Wakasugi (Patent + 1 Examiner))
4, (II: Embedded (412) Nippon Kokan Co., Ltd. 2
Name 5 Date of amendment order -- 1 Amendment contents 1 The following is corrected under the scope of "Claims 41" of the present application. 1.Turn the inner tube with the tip ISK bit and the outer tube to drill horizontally underground. To,
A method for correcting a hole in a horizontal long-distance excavation method, in which the hole is enlarged by advancing the inner and outer pipes by digging to correct the bending of the hole by protruding from the tip of the pipe with a rod shape. ” In the Yumoto MwA specification, page 3, line 20, the words “for buried pipes” are corrected to “for pilot hole drilling.” 0.3 Same book, page 4, line 15, Correct it as Spike Luo #IQJ. Kodosho, page 4, end of line 2Q to line 5-1, 1 [K is applied as "They are rotated in opposite directions to each other. A and A are made to rotate once." correct. Please make the following corrections from lines 4 to 8 on page 6 of the same book. As shown in rac+, Kl in this inner tube S! Insert the O-tosill 16fe for IIJ correction. This drill 16 includes a main body 17 which is rod-shaped and has a vent housing 1111111!71 (bent housing) formed at the tip 111, and a body 18 which is rotatably provided at the tip of the main body.
C) The curve n5171 is selected to have an appropriate bending angle according to the measured value. By making such a drill 16 protrude from the tip of the inner tube and rotating the bit 18, it is possible to do so.''
After 1KtP, end of line 15 ~ 1 @ line 11111111
Multiply K and correct "Dyna Drill 16" to "R Drill 16" respectively. ``Spiral stabilizer'' in page 6, line 18 of the same book is corrected to read ``Riser IOJ'' and ``Ruru VTR Spiral Auger 10J''. Well, the same book I! Page 7, page 5, line, "Inadryl 16" is corrected to read r drill 16J. The following is added between lines 7 and 8 on page 7 of the same book. As the drill 16 for performing preliminary polling to correct the hole l11υ, any suitable type, such as the so-called Dyna Drill T, can be used. When installed, a bit with a diameter larger than the diameter of the main body is provided at the tip of the bit 18, and the bit 18 is rotated by the power transmitted within the rod-shaped main body. Water is supplied to the face through the main body 17.In the case of the Dyna Drill described above, the tip @KIIA spiral Oa-tar is rotatably provided in the main body, and water is supplied to the face through the main body. 10. At the end of the 20th line of page F of the same book, there is a line that says ``Dyna Drill''/. Correct it to r drill 1. /l On page 8, line S of the same book, the statement ``It is a 16 Hiro Dyna Drill.'' is corrected to ``It is a 16 Mine Drill.'' In the accompanying drawings, the reference numeral K is additionally inserted in Figures 3, 4, and 5 as shown in red on the attached sheet. Procedural Amendment Written by the Commissioner of the Patent Office Mr. Kazuo Wakasugi (Mr. Patent Office Examiner)
3 Relationship with the case of the person making the amendment Patent applicant (412) Nippon Kokan Co., Ltd. 4, Contents of the amendment by agent 7 Procedural amendment document dated December 2, 1982 as attached 1.1 Commissioner of the Japan Patent Office Kazuo Wakasugi Dear (Patent Office Examiner)
1 Indication of the case 1937 Patent Application No. 1171 Tada No. 78 3,
Relationship with the case of the person making the amendment 4 agents for patent applicants

Claims (1)

【特許請求の範囲】[Claims] 先端部にビットを備えた内管と同じく先端部にビットを
備え友外管を回転させて地中を水平方向に掘削するにあ
たり、掘削孔の曲りを測定した後、内管内にダイナドリ
ルを挿入し、該ダイナドリルを内管先端から突出させて
孔#シを修正する掘削を行ない、次いで、このダイナド
リルに沿わせて内管及び外管を前進させ拡孔することを
特徴とする水平長距離削進工法における孔開シ修正方法
When drilling horizontally underground by rotating the inner tube, which has a bit at the tip as well as the outer tube, which has a bit at the tip, the dyna drill is inserted into the inner tube after measuring the curvature of the drilling hole. The horizontal length is characterized in that the dyna drill is protruded from the tip of the inner tube to perform drilling to correct the hole, and then the inner tube and the outer tube are advanced along the dyna drill to expand the hole. Hole correction method in distance cutting method.
JP14557881A 1981-09-17 1981-09-17 Correcting of hole curve in horizontal distance drilling method Granted JPS58101999A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14557881A JPS58101999A (en) 1981-09-17 1981-09-17 Correcting of hole curve in horizontal distance drilling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14557881A JPS58101999A (en) 1981-09-17 1981-09-17 Correcting of hole curve in horizontal distance drilling method

Publications (2)

Publication Number Publication Date
JPS58101999A true JPS58101999A (en) 1983-06-17
JPH0223678B2 JPH0223678B2 (en) 1990-05-24

Family

ID=15388334

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14557881A Granted JPS58101999A (en) 1981-09-17 1981-09-17 Correcting of hole curve in horizontal distance drilling method

Country Status (1)

Country Link
JP (1) JPS58101999A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5941593A (en) * 1982-08-30 1984-03-07 ライト工業株式会社 Drilling apparatus
JPH041398A (en) * 1990-04-17 1992-01-06 Tobishima Corp Leading cylinder for small aperture conduit line excavator and small aperture conduit propelling construction in using it

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5019601A (en) * 1973-06-23 1975-03-01
JPS5345006A (en) * 1976-10-05 1978-04-22 Tone Boring Co Method of straightening bending of excavating hole

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5019601A (en) * 1973-06-23 1975-03-01
JPS5345006A (en) * 1976-10-05 1978-04-22 Tone Boring Co Method of straightening bending of excavating hole

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5941593A (en) * 1982-08-30 1984-03-07 ライト工業株式会社 Drilling apparatus
JPS6311512B2 (en) * 1982-08-30 1988-03-14 Raito Kogyo Kk
JPH041398A (en) * 1990-04-17 1992-01-06 Tobishima Corp Leading cylinder for small aperture conduit line excavator and small aperture conduit propelling construction in using it

Also Published As

Publication number Publication date
JPH0223678B2 (en) 1990-05-24

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