JP3479643B2 - Boring rod - Google Patents

Boring rod

Info

Publication number
JP3479643B2
JP3479643B2 JP2001011109A JP2001011109A JP3479643B2 JP 3479643 B2 JP3479643 B2 JP 3479643B2 JP 2001011109 A JP2001011109 A JP 2001011109A JP 2001011109 A JP2001011109 A JP 2001011109A JP 3479643 B2 JP3479643 B2 JP 3479643B2
Authority
JP
Japan
Prior art keywords
drilling
valve
pipe
outer tube
pouring hole
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
JP2001011109A
Other languages
Japanese (ja)
Other versions
JP2002213174A (en
Inventor
正孝 安達
Original Assignee
株式会社亀山
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 株式会社亀山 filed Critical 株式会社亀山
Priority to JP2001011109A priority Critical patent/JP3479643B2/en
Publication of JP2002213174A publication Critical patent/JP2002213174A/en
Application granted granted Critical
Publication of JP3479643B2 publication Critical patent/JP3479643B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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】本発明は、地盤等の削孔作業
に用いられる外管と内管の二重管構造のボーリングロッ
ドであって、地盤を削孔した後に外管と削孔の間の空隙
に充填材を注出する注出孔を設け、削孔時は注出孔を閉
鎖しておき、充填材の注入時に注出孔を開放できるよう
にしたボーリングロッドに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a boring rod having a double pipe structure of an outer pipe and an inner pipe, which is used for drilling work on the ground or the like. The present invention relates to a boring rod in which a pouring hole for pouring a filling material is provided in the void, the pouring hole is closed at the time of drilling, and the pouring hole can be opened at the time of pouring the filling material.

【0002】[0002]

【従来の技術】従来のボーリングロッドは、外管と内管
の二重管構造で外管及び内管の先端に削孔ビットを設
け、地盤を削孔した後に外管と削孔の間の空隙に充填材
を注出する注出孔を設けた構成であった。そして、内管
内部を通じて削孔ビットの位置から掘削液を噴出させな
がら内管に回転力と押付力を与えて削孔ビットで地盤を
削孔し、削孔後に内管を外管から引き抜いて外管内に充
填材を注入し、外管に設けた複数の注出孔から外管と削
孔の間の空隙へ充填材を注出させていた。ところが、こ
の構成のボーリングロッドを用いて削孔するとき、掘削
液が注出孔から外部に逃げて排出水力が低下し、掘削ス
ライムが排出されにくくなる問題点があった。特に、削
孔が垂直のものや削孔方向が下方に向って角度のついて
いるものは排出効率が非常に悪いものであった。なお、
外管に注出孔の無いボーリングロッドも使用されている
が、充填材が先端のみから注出するため、外管と削孔の
間の空隙全域を十分に充填させることは難しいものであ
った。
2. Description of the Related Art A conventional boring rod has a double pipe structure of an outer pipe and an inner pipe and is provided with a drill bit at the tip of the outer pipe and the inner pipe. The structure was such that a pouring hole for pouring the filler was provided in the void. Then, while ejecting the drilling fluid from the position of the drilling bit through the inside of the inner pipe, the rotary force and pressing force are applied to the inner pipe to drill the ground with the drilling bit, and after drilling, pull out the inner pipe from the outer pipe. The filling material is injected into the outer pipe, and the filling material is poured out from a plurality of pouring holes provided in the outer pipe into the space between the outer pipe and the drilled hole. However, when drilling with the boring rod having this configuration, there is a problem that the drilling liquid escapes from the pouring hole to the outside, the discharged hydraulic power is reduced, and the drilling slime is difficult to be discharged. In particular, those with vertical drilling holes and those with the drilling direction angled downward had very poor discharge efficiency. In addition,
A boring rod with no pouring hole is also used for the outer tube, but it is difficult to fully fill the entire space between the outer tube and the drilled hole because the filling material pours out only from the tip. .

【0003】[0003]

【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、従来のこれらの問題点を解消し、削孔時は
削孔角度に関係なく掘削スライムを円滑に排出でき、充
填材の注入時に注出孔を開放して外管と削孔の間の空隙
を全域に渡って均一に充填できるようにしたボーリング
ロッドを提供することにある。
The problem to be solved by the present invention is to solve these problems of the prior art, and during drilling, the drilling slime can be smoothly discharged regardless of the drilling angle, and the filling material An object of the present invention is to provide a boring rod in which a pouring hole is opened at the time of pouring so that the space between the outer tube and the drilled hole can be uniformly filled over the entire area.

【0004】[0004]

【課題を解決するための手段】かかる課題を解決した本
発明の構成は、 1) 外管と内管の二重管構造で外管及び内管の先端に
削孔ビットを設け、内管内部を通じて削孔ビットの位置
から掘削液を噴出させながら内管に回転力と押付力を与
えて削孔ビットで地盤を削孔するボーリングロッドにお
いて、外管に複数の注出孔を設け、同注出孔に充填材の
注入圧力で開く常閉のバルブを取り付け、しかもバルブ
が弾性を有し注出孔に圧着状態で取り付けられ、更にそ
の外周面の中央帯を縮径してバルブの外周面と注出孔の
内周面との間に空隙を形成するように取り付け、削孔中
はバルブが閉じて排泥でき、削孔後の充填材注入時にバ
ルブが注入圧力で開いて外管の外周から充填材が注出で
きるようにしたことを特徴とするボーリングロッド 2) バルブが、その厚みを外管の肉厚よりも薄くして
且つ外管の内外面から突出しないように注出孔に嵌挿し
て取り付けたものである前記1)記載のボーリングロッ
ド 3) バルブが、充填材の注入圧力290〜400kP
aで注出孔が開くように取り付けたものである前記1)
〜2)いずれか記載のボーリングロッドにある。
[Means for Solving the Problems] The structure of the present invention which has solved the above problems is as follows: 1) A double pipe structure of an outer pipe and an inner pipe is provided with a drill bit at the tip of the outer pipe and the inner pipe, In the boring rod where the drilling fluid is ejected from the position of the drilling bit while applying the rotating force and the pressing force to the inner pipe to drill the ground with the drilling bit, multiple pouring holes are provided in the outer pipe. Attach a normally closed valve that opens with the injection pressure of the filler to the outlet, and
Has elasticity and is attached to the pouring hole in a crimped state.
The diameter of the central zone of the outer peripheral surface of the
It is attached so as to form a gap with the inner peripheral surface, the valve is closed during drilling to allow mud drainage, the valve opens at the injection pressure when filling the filler after drilling, and the filling material from the outer periphery of the outer pipe Boring rod characterized by being capable of pouring out 2) Attach the valve by inserting it into the pouring hole so that the valve is thinner than the thickness of the outer pipe and does not protrude from the inner and outer surfaces of the outer pipe. 1) The boring rod according to 1) above, which has a filling material injection pressure of 290 to 400 kP.
The above 1), which is installed so that the pouring hole opens at a.
~ 2) The boring rod according to any one of the above.

【0005】[0005]

【作用】本発明によれば、削孔時は外管の注出孔はバル
ブで常時閉鎖されており、掘削液が外部に逃げて排出水
力が低下することなく掘削スライムが円滑に排出され
る。削孔後は内管を回収して充填材を外管内に圧入し、
その圧力によりバルブが開く。開放された注出孔から充
填材が外管の外部全域に渡って注出され、外管と削孔の
間の空隙全域が均一に充填される。バルブの厚みを外管
の肉厚より薄くして外管の内外面から突出しないように
取り付けたものは、外管の外面と内面に突起を無くし、
外管を地盤に埋設するとき及び掘削液を掘削スライムと
ともに排出するときの抵抗を低減できるようにする。弾
性を有するバルブの外周面の中央帯を縮径してバルブの
外周面と注出孔の内周面との間に空隙を形成するように
圧着状態で取り付けたので、バルブ閉鎖時の注出孔の気
密性を向上させるとともに削孔時の振動を吸収できる。
According to the present invention, at the time of drilling, the pouring hole of the outer pipe is always closed by the valve, and the drilling slime is smoothly discharged without the drilling liquid escaping to the outside and the discharge hydraulic power being lowered. . After drilling, collect the inner pipe and press the filler into the outer pipe,
The pressure opens the valve. The filling material is poured out from the opened pouring hole over the entire area outside the outer tube, and the entire space between the outer tube and the drilled hole is uniformly filled. The valve is thinner than the wall thickness of the outer tube and is attached so that it does not protrude from the inner and outer surfaces of the outer tube, eliminating protrusions on the outer and inner surfaces of the outer tube.
It is possible to reduce the resistance when the outer pipe is buried in the ground and when the drilling fluid is discharged together with the drilling slime. Since reduced in diameter the central zone of the outer peripheral surface of the valve having a resilient mounting in crimped state so as to form a gap between the outer surface and the inner circumferential surface of the note Deana valves, dispense during valve closure Ru can absorb vibration during drilling improves the air tightness of the hole.

【0006】[0006]

【発明の実施の形態】バルブは、外管から外れるものや
ヒンジ等で開閉するもの、横方向にスライドして開閉す
るものなどがあり、ゴム等の弾性を有し外管から外れる
ように圧着状態に取り付けられるものがコストが安く簡
単に取り付けられるので好ましい。バルブの厚みは、外
管を地盤に埋設するとき及び掘削液を掘削スライムとと
もに排出するときの抵抗を低減させるため、外管の肉厚
より薄くして外管の内外面から突出しないように取り付
けるのが好ましいバルブは掘削液の排出時の圧力では
開かず、充填材の注入時の圧力で開くようにする。掘削
液の排出時の圧力は通常1〜2kgf/cm2 (98〜
196kPa)であるので、充填材の注入時の圧力は3
〜4kgf/cm2 (294〜392kPa)が実用的
なものである。
BEST MODE FOR CARRYING OUT THE INVENTION Valves include those that come off the outer tube, those that open and close with a hinge, and those that open and close by sliding in the lateral direction. They have elasticity such as rubber and are crimped so as to come off the outer tube. Those that can be mounted in a state are preferable because they are inexpensive and can be easily mounted. The thickness of the valve is made thinner than the thickness of the outer pipe so that it does not protrude from the inner and outer surfaces of the outer pipe in order to reduce the resistance when the outer pipe is buried in the ground and when the drilling fluid is discharged together with the drilling slime. Is preferred . The valve should not open at the pressure when the drilling fluid is discharged, but at the pressure when the filling material is injected. The pressure at the time of discharging the drilling fluid is usually 1 to 2 kgf / cm 2 (98 to
196 kPa), the pressure during injection of the filler is 3
-4 kgf / cm 2 (294-392 kPa) is a practical one.

【0007】[0007]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。図1〜4に示す実施例は、肉厚6.0mmの外管
に直径10.0mmの注出孔をおよそ50cm間隔に複
数設け、その注出孔に厚み5.0mm、直径10.5m
mで外周面の中央帯を直径9.0mmに縮径したゴム製
のバルブを外管の内外面から突出しないように圧着状態
で取り付けて、外管への充填材の注入圧力300kPa
程度でバルブが注出孔から外れるようにしたボーリング
ロッドの例である。図1は、実施例のボーリングロッド
の一部切欠正面図である。図2は、実施例の外管の正面
図である。図3は、実施例の外管とバルブの断面図であ
る。図4は、実施例のボーリングロッドの削孔及び充填
材注出の状態を示す説明図である。
Embodiments of the present invention will be described below with reference to the drawings. In the embodiment shown in FIGS. 1 to 4, a plurality of spout holes having a diameter of 10.0 mm are provided at intervals of about 50 cm in an outer tube having a thickness of 6.0 mm, and the spout holes have a thickness of 5.0 mm and a diameter of 10.5 m.
The valve made of rubber, whose center band on the outer peripheral surface is reduced to 9.0 mm in m, is attached in a crimped state so as not to project from the inner and outer surfaces of the outer tube, and the injection pressure of the filler into the outer tube is 300 kPa.
This is an example of a boring rod in which the valve is removed from the pouring hole to some extent. FIG. 1 is a partially cutaway front view of a boring rod of an embodiment. FIG. 2 is a front view of the outer tube of the embodiment. FIG. 3 is a sectional view of the outer tube and the valve of the embodiment. FIG. 4 is an explanatory view showing a state of boring rod drilling and filling material pouring according to the embodiment.

【0008】図中、1はボーリングロッドである。2は
直径30cmの外管であって、直径10.0mmの注出
孔2aをおよそ50cm間隔に複数設け、先端には削孔
ビット2bを設けている。3はボーリングロッド本体で
ある内管で、先端に削孔ビット3aを設け、後端には図
示しない回転押付装置を連結し、回転力と押付力を与え
て削孔ビット3aで地盤Gを掘削できるようにしてい
る。4はバルブであって、直径10.5mmで外周面の
中央帯を直径9.0mmに縮径したゴム製のもので、外
管2の注出孔2aに外管2の内外面から突出しないよう
に圧着状態に取り付け、バルブ4の外周面と注出孔2a
の内周面との間に空隙4aを形成し、外管2内への充填
材の注入圧力300kPa程度でバルブ4が注出孔2a
から外れるようにしている。Gは地盤、Mはセメントミ
ルクからなる充填材である。
In the figure, 1 is a boring rod. Reference numeral 2 denotes an outer tube having a diameter of 30 cm, and a plurality of pouring holes 2a having a diameter of 10.0 mm are provided at intervals of about 50 cm, and a drill bit 2b is provided at the tip. Reference numeral 3 denotes an inner pipe which is a boring rod body, which is provided with a boring bit 3a at a tip thereof and is connected to a rotary pressing device (not shown) at a rear end thereof to give a rotational force and a pressing force to excavate the ground G with the boring bit 3a. I am able to do it. Reference numeral 4 denotes a valve, which is made of rubber and has a diameter of 10.5 mm and a central band of the outer peripheral surface reduced to a diameter of 9.0 mm, and does not protrude from the inner and outer surfaces of the outer tube 2 into the pouring hole 2a of the outer tube 2. Attached in the crimped state, and the outer peripheral surface of the valve 4 and the pouring hole 2a
A gap 4a is formed between the valve 4 and the inner peripheral surface of the valve 4 and the injection pressure of the filling material into the outer tube 2 is about 300 kPa.
I try to get out of it. G is the ground and M is a filler made of cement milk.

【0009】実施例では、削孔する地盤Gにボーリング
ロッド1を向け、図示しない回転押付装置で内管3の後
端から回転力と押付力を与えることにより先端の削孔ビ
ット2b,3aで削孔が行われる。削孔作業中は図3
(a)に示すように内管3の内部に水からなる掘削液を
送り込んで削孔ビット3aの位置で図示しない噴出孔よ
り噴出させ、掘削スライムを運んで外管2と内管3の間
の空間を通って後方の孔口に排出させる。このとき、外
管2の内壁には掘削液及び掘削スライムによりおよそ9
8〜196kPa程度の圧力が作用しているが、注出孔
2aを閉鎖しているバルブ4はこの圧力では外れないた
め、掘削液は注出孔2aから外管2の外部に逃げて排出
水力が低下することなく掘削スライムが円滑に排出され
る。削孔後は内管3を外管2から引き抜いて回収する
が、このときも掘削スライムは十分に排出されているた
め、従来例のように先端の削孔ビット3aが残留スライ
ムに引っ掛かって回収が困難になることもない。内管3
を回収後、充填材Mを供給する図示しないポンプを孔口
に取り付け、図3(b)に示すように外管2の内部に充
填材Mを圧入する。このとき注入圧力が外管2の内壁に
対して300kPa程度作用するようにし、バルブ4が
注出孔2aから外れる。開放した注出孔2aからは充填
材Mが外管2の外部全域に行き渡るように注出され、外
管2と削孔の間の空隙が均一に充填される。以上のよう
に、外管2に設けた複数の注出孔2aに予め充填材Mの
注入圧力で開く弾性を有するバルブ4を圧着状態に取り
付けたから、削孔時は外管2の注出孔2aから掘削液が
逃げて排出水力が低下することなく掘削スライムを円滑
に排出させることができ、削孔後は充填材Mの注入圧力
でバルブ4を容易に外して充填材Mを注出し、外管2と
削孔の間の空隙を全域に渡って均一に充填させることが
できる。また、バルブ4の厚みを外管2の肉厚より薄く
して外管2の内外面から突出しないように取り付けたか
ら、外管2の内外面に不要な突起を無くして外管2を地
盤Gに埋設するとき及び掘削液を掘削スライムとともに
排出するときの抵抗を低減させることができる。さら
に、バルブ4の外周面の中央帯を縮径してバルブ4の外
周面と注出孔2aの内周面との間に空隙4aを形成する
ように圧着状態で取り付けたから、注出孔2aの気密性
を向上させることができるとともに削孔時の振動を吸収
させることができる。
In the embodiment, the boring rod 1 is directed to the ground G to be drilled, and a rotary pressing device (not shown) applies a rotational force and a pressing force from the rear end of the inner pipe 3 to the drilling bits 2b and 3a at the tip. Drilling is performed. Figure 3 during drilling work
As shown in (a), the drilling liquid consisting of water is fed into the inner pipe 3 and ejected from a jet hole (not shown) at the position of the drill bit 3a, and carries the drilling slime between the outer pipe 2 and the inner pipe 3. It is discharged through the space at the rear hole mouth. At this time, the inner wall of the outer pipe 2 is about 9 times thick due to the drilling fluid and the drilling slime.
Although a pressure of about 8 to 196 kPa acts, the valve 4 that closes the pouring hole 2a cannot be removed by this pressure, so the drilling fluid escapes from the pouring hole 2a to the outside of the outer pipe 2 and the discharged hydraulic force. The drilling slime is discharged smoothly without any decrease in After drilling, the inner pipe 3 is pulled out from the outer pipe 2 and collected, but since the drilling slime is also sufficiently discharged at this time, the drill bit 3a at the tip is caught by the residual slime as in the conventional example and collected. Will not be difficult. Inner tube 3
After collecting, a pump (not shown) for supplying the filler M is attached to the hole mouth, and the filler M is press-fitted inside the outer tube 2 as shown in FIG. At this time, the injection pressure acts on the inner wall of the outer tube 2 by about 300 kPa, and the valve 4 is disengaged from the ejection hole 2a. The filling material M is poured out from the opened pouring hole 2a so as to spread over the entire outside of the outer tube 2, and the gap between the outer tube 2 and the drilled hole is uniformly filled. As described above, since the valve 4 having elasticity that is opened by the injection pressure of the filling material M is attached to the plurality of pouring holes 2a provided in the outer pipe 2 in a crimped state in advance, the pouring holes of the outer pipe 2 at the time of boring. It is possible to smoothly discharge the drilling slime without escaping the drilling fluid from 2a and reducing the discharge hydraulic power, and after drilling, the valve 4 is easily removed by the filling pressure of the filling material M to pour the filling material M, The space between the outer tube 2 and the drilled hole can be uniformly filled over the entire area. Further, since the valve 4 has a thickness smaller than that of the outer tube 2 and is attached so as not to project from the inner and outer surfaces of the outer tube 2, the outer tube 2 is grounded by removing unnecessary protrusions on the inner and outer surfaces of the outer tube 2. It is possible to reduce the resistance at the time of burying in the ground and discharging the drilling liquid together with the drilling slime. Further, since the central band of the outer peripheral surface of the valve 4 is reduced in diameter so as to form a gap 4a between the outer peripheral surface of the valve 4 and the inner peripheral surface of the pouring hole 2a, the pouring hole 2a is attached. The airtightness can be improved and the vibration at the time of drilling can be absorbed.

【0010】[0010]

【発明の効果】以上のように本発明によれば、外管に設
けた複数の注出孔に予め充填材の注入圧力で開くバルブ
を取り付けておくことで、削孔時は外管の注出孔から掘
削液が逃げて排出水力が低下しないため、掘孔角度に関
係なく掘削スライムを円滑に排出させることができ、削
孔後は充填材の注入圧力でバルブを容易に開放させて充
填材を注出し、外管と削孔の間の空隙を全域に渡って均
一に充填させることができる。また、バルブの厚みを外
管の肉厚より薄くして外管の内外面から突出しないよう
に取り付けたものは、外管の内外面に不要な突起を無く
して外管を地盤に埋設するとき及び掘削液を掘削スライ
ムとともに排出するときの抵抗を低減させることができ
る。さらに、弾性を有するバルブの外周面の中央帯を縮
径してバルブの外周面と注出孔の内周面との間に空隙を
形成するように圧着状態で取り付けたので、注出孔の気
密性を向上させることができるとともに削孔時の振動を
吸収させることができる。
As described above, according to the present invention, a valve that is opened by the injection pressure of the filling material is previously attached to a plurality of pouring holes provided in the outer pipe, so that the pouring of the outer pipe is performed at the time of drilling. Since the drilling fluid does not escape from the exit hole and the discharge hydraulic power does not decrease, the drilling slime can be smoothly discharged regardless of the drilling hole angle, and after drilling, the valve can be easily opened by the filling pressure of the filling material to fill it. The material can be poured out and the gap between the outer tube and the drilled hole can be uniformly filled over the entire area. In addition, the thickness of the valve is made thinner than the thickness of the outer pipe so that it does not protrude from the inner and outer surfaces of the outer pipe when the outer pipe is buried in the ground by removing unnecessary protrusions on the inner and outer surfaces of the outer pipe. Also, it is possible to reduce the resistance when the drilling fluid is discharged together with the drilling slime. Furthermore, since the attachment by crimping state to form a gap between the outer peripheral surface of the central band and reduced in diameter outer peripheral surface Note the inner peripheral surface of Deana valves of a valve having a resilient, Note Deana The airtightness can be improved and the vibration at the time of drilling can be absorbed.

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

【図1】実施例のボーリングロッドの一部切欠正面図で
ある。
FIG. 1 is a partially cutaway front view of a boring rod of an embodiment.

【図2】実施例の外管の正面図である。FIG. 2 is a front view of the outer tube of the embodiment.

【図3】実施例の外管とバルブの断面図である。FIG. 3 is a cross-sectional view of an outer tube and a valve according to an embodiment.

【図4】実施例のボーリングロッドの削孔及び充填材注
入の状態を示す説明図である。
FIG. 4 is an explanatory view showing a state of boring rod drilling and filling material injection of the embodiment.

【符号の説明】[Explanation of symbols]

1 ボーリングロッド 2 外管 2a 注出孔 2b 削孔ビット 3 内管 3a 削孔ビット 4 バルブ 4a 空隙 G 地盤 M 充填材 1 Bowling rod 2 outer tube 2a pouring hole 2b Drill bit 3 inner tube 3a Drill bit 4 valves 4a void G ground M filler

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 外管と内管の二重管構造で外管及び内管
の先端に削孔ビットを設け、内管内部を通じて削孔ビッ
トの位置から掘削液を噴出させながら内管に回転力と押
付力を与えて削孔ビットで地盤を削孔するボーリングロ
ッドにおいて、外管に複数の注出孔を設け、同注出孔に
充填材の注入圧力で開く常閉のバルブを取り付け、しか
もバルブが弾性を有し注出孔に圧着状態で取り付けら
れ、更にその外周面の中央帯を縮径してバルブの外周面
と注出孔の内周面との間に空隙を形成するように取り付
け、削孔中はバルブが閉じて排泥でき、削孔後の充填材
注入時にバルブが注入圧力で開いて外管の外周から充填
材が注出できるようにしたことを特徴とするボーリング
ロッド。
1. A double pipe structure of an outer pipe and an inner pipe, in which a drilling bit is provided at the tip of the outer pipe and the inner pipe, and the drilling fluid is ejected from the position of the drilling bit through the inside of the inner pipe to rotate to the inner pipe. In a boring rod that drills the ground with a drilling bit by giving force and pressing force, a plurality of spout holes are provided in the outer pipe, and a normally closed valve that is opened by the injection pressure of the filler is attached to the spout hole. Only
Valve has elasticity and can be attached to the pouring hole in a crimped state.
In addition, the central zone of the outer peripheral surface of the valve is reduced to reduce the outer peripheral surface of the valve.
And the inner surface of the pouring hole so that a gap is formed between them
The boring rod is characterized in that the valve is closed during drilling and the mud can be drained, and when the filler is injected after drilling, the valve is opened by the injection pressure so that the filler can be poured from the outer circumference of the outer pipe. .
【請求項2】 バルブが、その厚みを外管の肉厚よりも
薄くして且つ外管の内外面から突出しないように注出孔
に嵌挿して取り付けたものである請求項1記載のボーリ
ングロッド。
2. The boring according to claim 1, wherein the valve has a thickness smaller than that of the outer tube and is fitted and attached to the pouring hole so as not to project from the inner and outer surfaces of the outer tube. rod.
【請求項3】 バルブが、充填材の注入圧力290〜4
00kPaで注出孔が開くように取り付けたものである
請求項1〜2いずれか記載のボーリングロッド。
3. The injection pressure of the filling material is 290-4.
It is installed so that the pouring hole opens at 00 kPa.
The boring rod according to claim 1 .
JP2001011109A 2001-01-19 2001-01-19 Boring rod Expired - Fee Related JP3479643B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001011109A JP3479643B2 (en) 2001-01-19 2001-01-19 Boring rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001011109A JP3479643B2 (en) 2001-01-19 2001-01-19 Boring rod

Publications (2)

Publication Number Publication Date
JP2002213174A JP2002213174A (en) 2002-07-31
JP3479643B2 true JP3479643B2 (en) 2003-12-15

Family

ID=18878287

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001011109A Expired - Fee Related JP3479643B2 (en) 2001-01-19 2001-01-19 Boring rod

Country Status (1)

Country Link
JP (1) JP3479643B2 (en)

Also Published As

Publication number Publication date
JP2002213174A (en) 2002-07-31

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