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JPH01219293A - Direction correcting method and device thereof in percussion propelling method of steel pipe - Google Patents

Direction correcting method and device thereof in percussion propelling method of steel pipe

Info

Publication number
JPH01219293A
JPH01219293A JP4236988A JP4236988A JPH01219293A JP H01219293 A JPH01219293 A JP H01219293A JP 4236988 A JP4236988 A JP 4236988A JP 4236988 A JP4236988 A JP 4236988A JP H01219293 A JPH01219293 A JP H01219293A
Authority
JP
Japan
Prior art keywords
pipe
tip
percussion
propulsion
shoe
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.)
Pending
Application number
JP4236988A
Other languages
Japanese (ja)
Inventor
Nobuyuki Koyano
小谷野 信幸
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.)
MATSUZAKA BOEKI KK
Original Assignee
MATSUZAKA BOEKI 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 MATSUZAKA BOEKI KK filed Critical MATSUZAKA BOEKI KK
Priority to JP4236988A priority Critical patent/JPH01219293A/en
Publication of JPH01219293A publication Critical patent/JPH01219293A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/04Directional drilling
    • E21B7/06Deflecting the direction of boreholes
    • E21B7/068Deflecting the direction of boreholes drilled by a down-hole drilling motor
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/005Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries by forcing prefabricated elements through the ground, e.g. by pushing lining from an access pit

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE:To precisely correct a propelling direction of a pipe by inserting a direction correcting pipe having its front tilted between the tip shoe of an impulse system propeller used for a percussion propelling method of a steel pipe with small diameter and the tip of a thrust transfer pipe. CONSTITUTION:A thrust transfer pipe 7, in which a percussion device is incorporated, is so fitted to the internal of a buried pipe 6 pushed into along axis by a propeller that it is capable of sliding. After that, percussion is applied to the thrust transfer pipe 7 and the tip shoe 13 provided to the tip of the burried pipe 6 from the percussion device to propel. When a propelling direction deviates from a planned direction, a direction correcting pipe 15 having its front tilted for a small angle is inserted between the tip shoe 13 and the tip of the thrust transfer pipe 7. According to the constitution, the tip shoe 13 can be advanced toward the direction L2 having run-out of a small angle betaagainst the center line L1 of the thrust transfer pipe 7.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、主に下水道用の管渠の他、電力、通信、上水
道およびガス等の各種事業用に使用される管渠を形成す
るために地中に鋼管を埋設するのに実施される衝撃式推
進機を利用した小口径(約800閣以下)の鋼管の打撃
推進工法における方向修正方法およびその装置に関する
ものである。
[Detailed Description of the Invention] (Industrial Application Field) The present invention is mainly used for forming pipes used for various businesses such as electricity, communications, waterworks, and gas, in addition to sewerage pipes. The present invention relates to a direction correction method and device for a percussion propulsion method for steel pipes of small diameter (approximately 800 mm or less) using an impact type propulsion machine, which is used to bury steel pipes underground.

(従来の技術) この種の従来技術としては、例えば特開昭60−242
296号に開示されているものがある。
(Prior art) As this type of conventional technology, for example, Japanese Patent Application Laid-Open No. 60-242
There is one disclosed in No. 296.

すなわちこれには、推進機によって軸方向に押し込まれ
る埋設管の内側にハンマ装置を内蔵した排土管をスライ
ド可能に嵌合し、その排土管の先端部を上記埋設管の内
周面をガイドとして軸方向に移動可能に設けられ、先端
部の外径が埋設管の外径にほぼ等しくなる先導管の内周
面の段部に当接し、前記ハンマ装置の作動により排出管
を軸方向に打撃して先導管を前進させる動作と、埋設管
を軸方向に押し込んで先端部を先導管の先端部外周に形
成した段部に当接させる追従動作とを交互に繰り返し行
ない、先導管から排土管内に侵入する土を排土管の引き
抜きにより外部に排出して埋設管を地中に敷設する管渠
の敷設工法および、推進機によって軸方向に押し込まれ
る埋設管の内側に嵌合可能な排土管と、上記埋設管の内
周面に沿って軸方向にスライド可能に設けられる先導管
とから成り、前記排土管の内側に先端部から排土収納空
間と、ハンマ収納空間とを形成し、そのハンマ収納空間
に排土管を軸方向に打撃するハンマ装置を設け、前記先
導管の内周面および外周面のそれぞれ先端部に排土管お
よび埋設管の先端部が当接可能な段部を形成し、その先
導管の先端部の外径を埋設管の外径にほぼ等しくした管
渠の敷設案内装置が開示されている。
In other words, an earth removal pipe with a built-in hammer device is slidably fitted inside a buried pipe that is pushed in the axial direction by a propulsion machine, and the tip of the earth removal pipe is guided by the inner peripheral surface of the buried pipe. It is provided to be movable in the axial direction, and comes into contact with a step on the inner peripheral surface of the leading pipe whose outer diameter is approximately equal to the outer diameter of the buried pipe, and the discharge pipe is struck in the axial direction by the operation of the hammer device. Earth is removed from the leading pipe by alternately repeating the action of moving the lead pipe forward and the follow-up action of pushing the buried pipe in the axial direction and bringing the tip into contact with the step formed on the outer periphery of the leading end of the lead pipe. A pipe laying method in which soil that has entered the pipe is removed to the outside by pulling out the soil removal pipe and the buried pipe is laid underground, and a soil removal pipe that can be fitted inside the buried pipe that is pushed in the axial direction by a propulsion machine. and a leading pipe that is slidable in the axial direction along the inner circumferential surface of the buried pipe, forming an earth removal storage space and a hammer storage space from the tip end inside the earth removal pipe. A hammer device for hitting the earth removal pipe in the axial direction is provided in the hammer storage space, and stepped portions are formed at the tips of the inner peripheral surface and the outer peripheral surface of the leading pipe, respectively, so that the tips of the earth removal pipe and the buried pipe can come into contact. discloses a pipe laying guide device in which the outer diameter of the leading end of the leading pipe is approximately equal to the outer diameter of the buried pipe.

(発明が解決しようとする問題点) しかしながら上述した従来の打撃推進工法および装置で
は、地盤内における埋設管の推進方向が計画方向と外れ
ることがしばしばあるが、従来の工法および装置では、
その方向修正機能が不充分であったため、埋設管を目的
の位置まで正確に到達させるのが非常に困難であるとい
う問題点があった。
(Problems to be Solved by the Invention) However, with the conventional impact propulsion method and device described above, the propulsion direction of the buried pipe in the ground often deviates from the planned direction.
Since the direction correction function was insufficient, there was a problem in that it was very difficult to accurately reach the buried pipe to the target position.

(問題点を解決するための手段) 上述の問題点を解決するため本発明においては、推進機
によって軸方向に押し込まれる埋設管の内側に打撃装置
を内蔵した推力伝達管を摺動可能に嵌合し、その推力伝
達管と埋設管の先端部に設けた先端シューを前記打撃装
置によって打撃推進する工法において、その推進方向が
計画方向より外れる場合に、前記先端シューと推力伝達
管先端部との間に、前面を傾斜させた方向修正管を介在
させる。
(Means for Solving the Problems) In order to solve the above-mentioned problems, in the present invention, a thrust transmission pipe with a built-in impact device is slidably fitted inside a buried pipe pushed in the axial direction by a propulsion machine. In a construction method in which the thrust transmission pipe and the tip shoe provided at the tip of the buried pipe are struck and propelled by the impact device, if the direction of propulsion deviates from the planned direction, the tip shoe and the tip of the thrust transmission tube A direction correction tube with an inclined front surface is interposed between the two.

また前記先端シューと推力伝達管先端部との間に介在さ
せる前面が傾斜した方向修正管を付加して鋼管の打撃推
進工法における方向修正装置を構成する。
Additionally, a direction correction tube with an inclined front surface interposed between the tip shoe and the tip of the thrust transmission tube is added to constitute a direction correction device in the percussion propulsion method for steel pipes.

(作 用) 上述のように本発明においては、埋設管の推進方向が計
画方向より外れる場合に、先端シューと推力伝達管先端
部との間に、前面を傾斜させた方向修正管を介在させる
ようにした。
(Function) As described above, in the present invention, when the propulsion direction of the buried pipe deviates from the planned direction, a direction correction pipe with an inclined front surface is interposed between the tip shoe and the tip of the thrust transmission tube. I did it like that.

すなわち方向修正管の傾斜した端面の最も後退している
部分を修正しようとする方向に合致させると、その方向
修正管に嵌合した先端シューの刃先が修正しようとする
側に出っばるから、この状態で先端シューを打撃して推
進すると、先端シューが方向修正側に進行し、その結果
埋設管の進行方向が徐々に修正される。
In other words, when the most retracted part of the inclined end face of the direction correction tube is aligned with the direction to be corrected, the cutting edge of the tip shoe fitted to the direction correction tube will protrude toward the direction to be corrected. When the tip shoe is struck and propelled in this state, the tip shoe moves toward the direction correction side, and as a result, the direction of travel of the buried pipe is gradually corrected.

したがって本発明によれば、50mを超えるような長距
離推進においても、管を目的地点まで正確に誘導するこ
とができる。
Therefore, according to the present invention, even in long-distance propulsion exceeding 50 m, the tube can be accurately guided to the destination point.

(実施例) 以下、図面について本発明の詳細な説明する。(Example) Hereinafter, the present invention will be described in detail with reference to the drawings.

第3図は空気衝撃式推進機を利用した鋼管打撃推進工法
の推進準備完了の状態を示すものである。
Figure 3 shows the state in which preparation for propulsion is completed using the steel pipe percussion propulsion method using an air-impact propulsion machine.

図中1は鋼管を打設しようとする地盤、2は鋼管打撃推
進工法を実施するために地盤1に設けた立坑、3は立坑
2の底面上に設置したベースフレーム、4はベースフレ
ーム3上に突設した架台、5はこれら架台4の上端部に
枢支したv型ローラ、6はV型ローラ5上に横置した埋
設管、7は埋設管6内に摺動案内部材8を介して設けた
推力伝達管(排土管兼用)、9は推力伝達管7内に設置
された空気衝撃式推進機、10.11はこの推進機9の
力を推力伝達管7に伝えるための連結部材、12は推進
機9に接続したエアホースである。
In the figure, 1 is the ground where the steel pipe will be driven, 2 is the shaft installed in the ground 1 to implement the steel pipe percussion propulsion method, 3 is the base frame installed on the bottom of the shaft 2, and 4 is the top of the base frame 3 5 is a V-shaped roller pivotally supported on the upper end of these mounts 4, 6 is a buried pipe placed horizontally on the V-shaped roller 5, and 7 is a sliding guide member 8 inserted into the buried pipe 6. 9 is an air impact type propulsion device installed in the thrust transmission tube 7, and 10.11 is a connecting member for transmitting the force of this propulsion device 9 to the thrust transmission tube 7. , 12 is an air hose connected to the propulsion device 9.

また6aは前記埋設管6の前部に接続した先端金具で、
13はこの先端金具6aおよび推力伝達管7の先端部に
嵌着した先端シューである。この先端シェー13には埋
設管6の先端金具6aが嵌合する溝13aと、推力伝達
管7の先端部が嵌合する溝13bとが形成されており、
これらの溝13a、 13bはいずれも太き目に形成さ
れている。なお13cは溝13a、 13b間の隔壁部
で、14はこの隔壁部13cと先端金具6aとの間に介
挿されているゴムリングである。
Further, 6a is a tip fitting connected to the front part of the buried pipe 6,
Reference numeral 13 denotes a tip shoe fitted to the tip end of the tip metal fitting 6a and the thrust transmission tube 7. This tip shell 13 is formed with a groove 13a into which the tip fitting 6a of the buried pipe 6 fits, and a groove 13b into which the tip of the thrust transmission tube 7 fits.
Both of these grooves 13a and 13b are formed to be thick. Note that 13c is a partition between the grooves 13a and 13b, and 14 is a rubber ring inserted between this partition 13c and the tip fitting 6a.

本実施例においては、第1図および第2図に示すように
、推力伝達管7の先端部の内周面に嵌合し得る段部15
aを有する円筒面15bを形成すると共に、その円筒体
の前面15cを、円筒体の中心線! (第2図(b)参
照)に対して直交する面Sに対して角度α(例えば0.
5°〜3°程度)だけ傾斜させて方向修正管15を形成
する。
In this embodiment, as shown in FIGS. 1 and 2, a stepped portion 15 that can fit into the inner peripheral surface of the tip of the thrust transmission tube
A cylindrical surface 15b is formed, and the front surface 15c of the cylinder is aligned with the center line of the cylinder! (see FIG. 2(b)) at an angle α (for example, 0.
The direction correction tube 15 is formed by inclining the tube by an angle of about 5° to 3°.

そして方向修正の必要が生じた場合は第1図に示すよう
に、前記先端シュー13と推力伝達管7の先端部との間
に、前面15cを傾斜させた方向修正管15を介在させ
る。
When the need for direction correction arises, a direction correction tube 15 with an inclined front surface 15c is interposed between the tip shoe 13 and the tip of the thrust transmission tube 7, as shown in FIG.

なおこの場合前面15cの傾斜方向を修正しようとする
方向に合わせると共に、その状態を保持する必要がある
ので、推力伝達管7および方向修正管15には適当な回
り止め手段(例えばキーとキー溝)を設けてお(のがよ
い。
In this case, it is necessary to align the inclination direction of the front surface 15c with the direction to be corrected and to maintain that state. ) is recommended.

つぎに本発明の詳細な説明する。第3図に示した鋼管の
打撃推進装置は、コンプレッサー(図示せず)から圧縮
空気を空気衝撃式推進機9内に送り込むことによって、
推進機9内のピストン(図示せず)を往復動させること
により、そのピストンによって推進機9のヘッド部を打
撃して、その衝撃力を連結部材10.11を介して推力
伝達管7および先端シュー13に伝えることにより第4
図に示すように推力伝達管7を地盤l中に打ちこむと共
に、推進機(図示せず)によって埋設管6を地盤1中に
押し込んでいた。
Next, the present invention will be explained in detail. The steel tube percussion propulsion device shown in FIG.
By reciprocating a piston (not shown) in the propulsion device 9, the piston strikes the head portion of the propulsion device 9, and the impact force is transmitted to the thrust transmission tube 7 and the tip via the connecting member 10.11. 4th by telling Shoe 13
As shown in the figure, a thrust transmission pipe 7 was driven into the ground 1, and a buried pipe 6 was pushed into the ground 1 by a propulsion device (not shown).

しかしながら従来の方法では、埋設管6の推進方向を修
正する方法がなかったため、地盤内における埋設管の推
進方向が計画線と外れることがしばしばあった。
However, in the conventional method, there was no way to correct the propulsion direction of the buried pipe 6, so the propulsion direction of the buried pipe in the ground often deviated from the planned line.

本発明によれば、埋設管6の推進方向が計画方向より外
れる場合に、先端シュー13と推力伝達管7の先端部と
の間に、前面15cを傾斜させた方向修正管15を介在
させる。
According to the present invention, when the propulsion direction of the buried pipe 6 deviates from the planned direction, the direction correction pipe 15 with the front surface 15c inclined is interposed between the tip shoe 13 and the tip of the thrust transmission pipe 7.

すなわち方向修正管15の傾斜した端面15cの最も後
退している部分を修正しようとする方向に合致させると
、その方向修正管15に嵌合した先端シュー13の刃先
が第1図の13dで示すように修正しようとする側に出
っばるから、この状態で先端シュー13を打撃して推進
すると、先端シュー13が第1図に示すように推力伝達
管7の中心線り、に対して先端シュー13の中心線L2
で示すように角度βだけ振れて方向修正側に進行し、そ
の結果埋設管6の進行方向が徐々に修正される。
That is, when the most retracted part of the inclined end surface 15c of the direction correction tube 15 is aligned with the direction to be corrected, the cutting edge of the distal shoe 13 fitted to the direction correction tube 15 is shown at 13d in FIG. If the tip shoe 13 is struck and propelled in this state, the tip shoe 13 will move toward the center line of the thrust transmission tube 7, as shown in FIG. Center line L2 of shoe 13
As shown, the buried pipe 6 moves toward the direction correction side by swinging by an angle β, and as a result, the direction of movement of the buried pipe 6 is gradually corrected.

(発明の効果) 上述の通りであるから、本発明によれば、50mを超え
るような長距離推進においても、管を目的地点まで正確
に誘導することができるというすぐれた効果が得られる
(Effects of the Invention) As described above, according to the present invention, an excellent effect can be obtained in that the pipe can be accurately guided to the destination point even in long-distance propulsion exceeding 50 m.

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

第1図は本発明装置を付した打撃推進装置の要部の断面
図、 第2図(a)は方向修正管の正面図、 同図ら)はその断面図、 第3図および第4図は打撃推進工法の工程説明用の立話
面図である。 1・・・地盤        2・・・立坑3・・・ベ
ースフレーム   4・・・架台5・・・V型ローラ 
    6・・・埋設管7・・・推力伝達管     
8・・・摺動案内部材9・・・空気衝撃式推進機  1
0.11・・・連結部材12・・・エアホース    
 13・・・先端シュー14・・・ゴムリング    
 15・・・方向修正管15c・・・前面 特許出願人  松坂貿易株式会社 第 Ca ) 15(方間修正管) / 2図 (b) 15a(Il’lW)
Figure 1 is a cross-sectional view of the main parts of the percussion propulsion device equipped with the device of the present invention, Figure 2 (a) is a front view of the direction correction tube, Figures 3 and 4 are cross-sectional views thereof, and Figures 3 and 4 are It is an elevational view for explaining the process of the percussion propulsion method. 1... Ground 2... Vertical shaft 3... Base frame 4... Frame 5... V-shaped roller
6... Buried pipe 7... Thrust transmission pipe
8...Sliding guide member 9...Air impact propulsion machine 1
0.11...Connection member 12...Air hose
13... Tip shoe 14... Rubber ring
15...Direction correction tube 15c...Front patent applicant Matsuzaka Trading Co., Ltd. No. Ca) 15 (Direction correction tube) / Figure 2 (b) 15a (Il'lW)

Claims (1)

【特許請求の範囲】 1、推進機によって軸方向に押し込まれる埋設管の内側
に打撃装置を内蔵した推力伝達管を摺動可能に嵌合し、
その推力伝達管と埋設管の先端部に設けた先端シューを
前記打撃装置によって打撃推進する工法において、その
推進方向が計画方向より外れる場合に、前記先端シュー
と推力伝達管先端部との間に、前面を傾斜させた方向修
正管を介在させることを特徴とする鋼管の打撃推進工法
における方向修正方法。 2、請求項1記載の先端シューと推力伝達管先端部との
間に介在させる前面が傾斜した方向修正管を有する鋼管
の打撃推進工法における方向修正装置。
[Claims] 1. A thrust transmission tube with a built-in impact device is slidably fitted inside a buried tube pushed in the axial direction by a propulsion device,
In a construction method in which the tip shoe provided at the tip of the thrust transmission pipe and the buried pipe is propelled by impact using the impact device, if the direction of propulsion deviates from the planned direction, there is a gap between the tip shoe and the tip of the thrust transmission tube. , a direction correction method in a steel pipe percussion propulsion method, characterized by interposing a direction correction pipe with an inclined front surface. 2. A direction correction device in a percussion propulsion method for steel pipes, which has a direction correction tube with an inclined front surface interposed between the tip shoe and the tip of the thrust transmission tube according to claim 1.
JP4236988A 1988-02-26 1988-02-26 Direction correcting method and device thereof in percussion propelling method of steel pipe Pending JPH01219293A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4236988A JPH01219293A (en) 1988-02-26 1988-02-26 Direction correcting method and device thereof in percussion propelling method of steel pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4236988A JPH01219293A (en) 1988-02-26 1988-02-26 Direction correcting method and device thereof in percussion propelling method of steel pipe

Publications (1)

Publication Number Publication Date
JPH01219293A true JPH01219293A (en) 1989-09-01

Family

ID=12634127

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4236988A Pending JPH01219293A (en) 1988-02-26 1988-02-26 Direction correcting method and device thereof in percussion propelling method of steel pipe

Country Status (1)

Country Link
JP (1) JPH01219293A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1567747A1 (en) * 2002-11-08 2005-08-31 Robert J. Verkyk Method to install underground pipe casing
US7993078B2 (en) * 2007-02-08 2011-08-09 Harr Technologies, Llc Method and apparatus for installing an underground pipe
CN112963154A (en) * 2021-03-02 2021-06-15 上海隧道工程有限公司 Pipe curtain jacking pipe replacing device and replacing method thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60242296A (en) * 1984-05-16 1985-12-02 三角 二郎 Pipe culvert laying method and laying guide apparatus

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60242296A (en) * 1984-05-16 1985-12-02 三角 二郎 Pipe culvert laying method and laying guide apparatus

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1567747A1 (en) * 2002-11-08 2005-08-31 Robert J. Verkyk Method to install underground pipe casing
EP1567747A4 (en) * 2002-11-08 2006-05-31 Robert J Verkyk Method to install underground pipe casing
US7993078B2 (en) * 2007-02-08 2011-08-09 Harr Technologies, Llc Method and apparatus for installing an underground pipe
CN112963154A (en) * 2021-03-02 2021-06-15 上海隧道工程有限公司 Pipe curtain jacking pipe replacing device and replacing method thereof
CN112963154B (en) * 2021-03-02 2023-05-16 上海隧道工程有限公司 Pipe curtain jacking pipe replacement device and replacement method thereof

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