JP2651723B2 - Sand layer drilling method and drilling ring bit with easy drilling direction correction - Google Patents

Sand layer drilling method and drilling ring bit with easy drilling direction correction

Info

Publication number
JP2651723B2
JP2651723B2 JP19603589A JP19603589A JP2651723B2 JP 2651723 B2 JP2651723 B2 JP 2651723B2 JP 19603589 A JP19603589 A JP 19603589A JP 19603589 A JP19603589 A JP 19603589A JP 2651723 B2 JP2651723 B2 JP 2651723B2
Authority
JP
Japan
Prior art keywords
ring bit
sand layer
drilling
excavation
bit
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
JP19603589A
Other languages
Japanese (ja)
Other versions
JPH0359297A (en
Inventor
孝行 阿比留
正美 黒沢
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.)
SHINGIJUTSU KOEI KK
Original Assignee
SHINGIJUTSU KOEI 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 SHINGIJUTSU KOEI KK filed Critical SHINGIJUTSU KOEI KK
Priority to JP19603589A priority Critical patent/JP2651723B2/en
Publication of JPH0359297A publication Critical patent/JPH0359297A/en
Application granted granted Critical
Publication of JP2651723B2 publication Critical patent/JP2651723B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、砂層又は軟弱な地盤をリングビットを用い
て掘削する掘削方法及びリングビットの改良に関する。
Description: TECHNICAL FIELD The present invention relates to an excavation method for excavating a sand layer or soft ground using a ring bit and an improvement of the ring bit.

(従来の技術) 従来のリングビットは、管の先端のリングビットの回
転軸に対し直角の開口周縁に複数のビットを取付けたも
のであった。
(Prior Art) A conventional ring bit has a plurality of bits attached to the periphery of an opening perpendicular to the rotation axis of the ring bit at the tip of the tube.

また従来のこのリングビットを用いて砂層を掘削する
方法では直進的にしか掘削できず、途中で方向修正する
には掘削孔から引き抜いて最初から又はその手前から掘
削をやり直さねばならなかった。そのため作業性を悪く
するものであった。
Further, in the conventional method of excavating a sand layer using this ring bit, excavation can be performed only in a straight line, and in order to correct the direction on the way, the excavation must be withdrawn from the excavation hole and re-excavated from the beginning or shortly before. Therefore, the workability was deteriorated.

(発明が解決しようとする課題) 本発明が解決しようとする課題は、従来のかかる欠点
を解決し掘削を進めながらその掘削方向を徐々に修正す
ることが出来、掘削作業が容易に且つ効率的に行える掘
削方向修正容易な砂層掘削方法及び掘削リングビットを
提供せんとするものである。
(Problems to be Solved by the Invention) The problem to be solved by the present invention is to solve the conventional disadvantages and to gradually correct the direction of excavation while advancing the excavation, thereby making excavation work easy and efficient. It is an object of the present invention to provide a sand layer excavation method and an excavation ring bit that can easily correct the excavation direction.

(課題を解決するための手段) かかる課題を解決した本発明の要旨は、 1)管先端周縁に複数のビットを取付け、打撃又は押圧
力を与えながら回転させることで砂層を掘削するリング
ビットに於いて、管先端周縁が形成する平面をリングビ
ットの回転軸に対し斜めとなるように傾けるとともに、
同周縁が形成する開口部を閉塞板で閉塞し、しかも同閉
塞板の前方周縁部に土砂取込口を開口したことを特徴と
する砂層掘削用リングビット 2)請求項1記載の砂層掘削用リングビットを少なくと
も360゜以上の回転を与えることでリングビットを直進
的に掘削させ、次に掘進方向を変えたいときは、その修
正する方向側に取込口がくる位相にリングビットを位置
せしめ、この位相を中心に狭い角度範囲リングビットに
首振り回転運動を与えることによってリングビットの掘
削方向を変えることを特徴とする掘削方向修正容易な砂
層掘削方法にある。
(Means for Solving the Problems) The gist of the present invention that has solved the problems is as follows. 1) A ring bit for excavating a sand layer by attaching a plurality of bits to a peripheral end of a pipe and rotating while giving a blow or a pressing force. In this case, while the plane formed by the periphery of the pipe tip is inclined so as to be oblique to the rotation axis of the ring bit,
2. A sand layer excavation ring bit wherein an opening formed by the peripheral edge is closed by a closing plate, and a sediment intake port is opened on a front peripheral portion of the closing plate. When the ring bit is rotated at least 360 ° to excavate the ring bit straight, and then when you want to change the direction of excavation, position the ring bit in the phase where the intake comes in the direction to be corrected. The present invention provides a sand layer excavation method in which the excavation direction can be easily corrected, wherein the excavation direction of the ring bit is changed by giving a swing motion to the ring bit in a narrow angle range around this phase.

(作用) この発明のリングビットに打撃又は押圧力を加えなが
ら360゜以上の回転を同じ砂層の個所で与えれば、先端
のビットで砂層を切り崩すと共に、砂層の土砂は閉塞板
の土砂取込口からリングビット内に取り込まれる。リン
グビットは360゜以上の回転をするので、砂層の切り崩
し具合及び土砂の取り込み状態は360゜均一となり、リ
ングビットは直進的に掘削する。
(Operation) If the ring bit of the present invention is given a rotation of 360 ° or more at the same sand layer while applying a striking or pressing force, the bit at the tip breaks down the sand layer, and the sediment of the sand layer is removed by the sediment intake of the closing plate. From the ring bit. Since the ring bit rotates 360 ° or more, the cutting condition of the sand layer and the state of taking in the earth and sand become uniform 360 °, and the ring bit excavates straight.

次に、掘削方向を修正したい場合は、その修正方向に
土砂取込口が来るようにリングビットを回転せしめ、こ
の位相を中心に±45゜程度の狭い角度範囲リングビット
に首振り回転運動を与えれば、砂層の土砂は土砂取込口
のある個所が強く除去され、リングビットは土砂取込口
のある方位の方へ推進される。この様に、本発明では掘
削しながらその掘削方向を任意の方向に徐々に修正でき
るものである。
Next, if you want to correct the direction of the excavation, rotate the ring bit so that the sediment intake is in the correct direction, and swing the ring bit around a ± 45 ° angle range ring bit around this phase. If given, the sediment in the sand layer is strongly removed at the location of the sediment intake, and the ring bit is propelled toward the direction of the sediment intake. As described above, in the present invention, the digging direction can be gradually corrected to an arbitrary direction while digging.

(実施例) 以下、実施例について説明する。(Example) Hereinafter, an example is described.

第1図は本発明リングビットの実施例の先端部を示す
縦断面図、第2図は同正面図、第3図は掘削作業工程図
である。
FIG. 1 is a longitudinal sectional view showing a tip of an embodiment of the ring bit of the present invention, FIG. 2 is a front view of the same, and FIG.

図面に示すリングビット(1)は、管先端周縁(2)
が形成する平面即ち閉塞板(3)の傾斜角は45゜となっ
ている。そして取込口(4)はその閉塞板(3)の先端
側周縁に閉塞板面積の約1/8程度開口したものである。
そして修正のための首振り回転運動の首振り角度はこの
取込口(4)のある位相の中心に±45゜とした。これに
よって砂層の掘削を行った所、直進の他、方向修正も容
易に行えた。その例を第3図(a),(b),(c)に
示している。第3図(a)は全回転で水平掘削していた
所、管が上り始めた状態を示す。第3図(b)は取込口
(4)を下向きにして、これを中心に±45゜の角度範囲
で左右に首振り回転運動を与え方向を修正した状態を示
す。第3図(c)は方向修正後リングビットを予定の水
平に戻し、全回転で掘削させている状態を示す。
The ring bit (1) shown in the drawing is the periphery of the pipe tip (2).
The inclination angle of the plane formed by the above, that is, the closing plate (3) is 45 °. The intake port (4) is opened at about 1/8 of the area of the closing plate at the peripheral edge on the tip side of the closing plate (3).
The swing angle of the swing rotation for correction was set to ± 45 ° at the center of a certain phase of the intake (4). As a result, the excavation of the sand layer made it easy to go straight and correct the direction. Examples are shown in FIGS. 3 (a), (b) and (c). FIG. 3 (a) shows a state in which horizontal excavation has been performed at full rotation, and the pipe has begun to ascend. FIG. 3 (b) shows a state in which the intake port (4) is turned downward, and the direction is corrected by giving a right and left swing motion to an angle range of ± 45 ° around the intake port (4). FIG. 3 (c) shows a state in which the ring bit is returned to a predetermined horizontal position after the direction correction, and excavation is performed at full rotation.

(発明の効果) 以上の様に、本発明によれば、傾いた閉塞板と周縁の
取込口を持った本発明のリングビットを首振り回転させ
るだけで、掘削しながら徐々にその掘進方向を修正で
き、よって作業性が高く且つ作業容易にできるという効
果がある。
(Effects of the Invention) As described above, according to the present invention, only by swinging and rotating the ring bit of the present invention having an inclined closing plate and a peripheral intake, the excavation direction is gradually increased while excavating. Therefore, there is an effect that the workability is high and the work is easy.

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

第1図は本発明リングビットの実施例の先端部を示す縦
断面図、第2図は同正面図、第3図は本発明の掘削方向
修正容易な砂層掘削方法の実施例を示す工程図である。 (1):リングビット、(2):管先端周縁 (3):閉塞板、(4):取込口
FIG. 1 is a longitudinal sectional view showing a tip portion of an embodiment of a ring bit of the present invention, FIG. 2 is a front view of the same, and FIG. 3 is a process diagram showing an embodiment of a sand layer excavating method of the present invention in which the excavation direction can be easily corrected. It is. (1): ring bit, (2): peripheral edge of pipe end (3): closing plate, (4): intake

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】管先端周縁に複数のビットを取付け、打撃
又は押圧力を与えながら回転させることで砂層を掘削す
るリングビットに於いて、管先端周縁が形成する平面を
リングビットの回転軸に対し斜めとなるように傾けると
ともに、同周縁が形成する開口部を閉塞板で閉塞し、し
かも同閉塞板の前方周縁部に土砂取込口を開口したこと
を特徴とする砂層掘削用リングビット。
In a ring bit for excavating a sand layer by attaching a plurality of bits to a peripheral edge of a pipe and rotating while applying a blow or a pressing force, a plane formed by the peripheral edge of the pipe is used as a rotation axis of the ring bit. A ring bit for sand layer drilling, characterized in that the ring bit is inclined so as to be oblique, the opening formed by the peripheral edge is closed by a closing plate, and a sediment inlet is opened in the front peripheral portion of the closing plate.
【請求項2】請求項1記載の砂層掘削用リングビットを
少なくとも360゜以上の回転を与えることでリングビッ
トを直進的に掘削させ、次に掘削方向を変えたいとき
は、その修正する方向側に取込口がくる位相にリングビ
ットを位置せしめ、この位相を中心に狭い角度範囲リン
グビットに首振り回転運動を与えることによってリング
ビットを掘削方向を変えることを特徴とする掘削方向修
正容易な砂層掘削方法。
2. The ring bit for sand layer excavation according to claim 1, wherein the ring bit is excavated in a straight line by giving a rotation of at least 360 ° or more, and when the excavation direction is to be changed next, the direction to be corrected is changed. The drill bit is positioned in the phase where the intake comes in, and the drill bit is changed in direction by giving swing motion to the ring bit in a narrow angle range around this phase. Sand layer drilling method.
JP19603589A 1989-07-27 1989-07-27 Sand layer drilling method and drilling ring bit with easy drilling direction correction Expired - Fee Related JP2651723B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19603589A JP2651723B2 (en) 1989-07-27 1989-07-27 Sand layer drilling method and drilling ring bit with easy drilling direction correction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19603589A JP2651723B2 (en) 1989-07-27 1989-07-27 Sand layer drilling method and drilling ring bit with easy drilling direction correction

Publications (2)

Publication Number Publication Date
JPH0359297A JPH0359297A (en) 1991-03-14
JP2651723B2 true JP2651723B2 (en) 1997-09-10

Family

ID=16351122

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19603589A Expired - Fee Related JP2651723B2 (en) 1989-07-27 1989-07-27 Sand layer drilling method and drilling ring bit with easy drilling direction correction

Country Status (1)

Country Link
JP (1) JP2651723B2 (en)

Also Published As

Publication number Publication date
JPH0359297A (en) 1991-03-14

Similar Documents

Publication Publication Date Title
JP2651723B2 (en) Sand layer drilling method and drilling ring bit with easy drilling direction correction
JP2003301453A (en) Agitating blade for excavation, excavating device, and method for soil purification and soil improvement
JPH11148298A (en) Cutting advance device for boring work and its method
JPS5936079B2 (en) Underground hole drilling method
JP2809559B2 (en) Multi-axis drilling rig
JP2002364282A (en) Excavating tool and anchoring method using the same
JP2694297B2 (en) Excavation method using ring bit and easy adjustment of excavation direction and ring bit
JPH0931980A (en) Method for pressing in sheet pile
JPH07317018A (en) Pavement cutter
JPH0235918Y2 (en)
JPS6059297A (en) Embedding pipe accelerating method and apparatus
JP2513075Y2 (en) Cutting destination conduit device
JP3112747B2 (en) Self-piercing mini pipe roof construction method
JP2007255049A (en) Cutter head
JPH0363393A (en) Shield machine
JP2002276276A (en) Excavation bit for ground boring device
JP3539669B2 (en) Ground improvement method using shield machine
JPH09228769A (en) Bottom enlarging method and excavation casing in totally revolving casing excavation method
JPH0322395Y2 (en)
JPH0352877Y2 (en)
JPH0366900A (en) Agitating type machine for first receiving construction method
JPH06307178A (en) Excavation of ground
JPH06257379A (en) Drilling method for tunnel and the like
JPH0882186A (en) Construction method of horizontal mortar tunnel
JP3067124U (en) Excavator

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees