JPH0762967A - Reaming excavator - Google Patents
Reaming excavatorInfo
- Publication number
- JPH0762967A JPH0762967A JP23590493A JP23590493A JPH0762967A JP H0762967 A JPH0762967 A JP H0762967A JP 23590493 A JP23590493 A JP 23590493A JP 23590493 A JP23590493 A JP 23590493A JP H0762967 A JPH0762967 A JP H0762967A
- Authority
- JP
- Japan
- Prior art keywords
- reaming
- outer tube
- work
- hole
- casing
- 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
Links
Landscapes
- Piles And Underground Anchors (AREA)
- Earth Drilling (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は拡孔掘削装置に関するも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hole drilling device.
【0002】[0002]
【従来の技術】従来、拡孔掘削径を測定する方法として
は、図4に示すように、拡孔後に拡孔装置を引上げ、超
音波センサaを内蔵した袋体bを削孔内に挿入し、袋体
b内に空気等の流体cを注入して超音波センサaにて内
空寸法の測定を行っていた。2. Description of the Related Art Conventionally, as shown in FIG. 4, a method for measuring the diameter of a hole to be drilled is to pull up a hole expanding device after the hole is expanded and insert a bag body b containing an ultrasonic sensor a into the hole. Then, a fluid c such as air is injected into the bag body b, and the ultrasonic sensor a measures the inner space dimension.
【0003】[0003]
【発明が解決しようとする課題】上記の従来技術には、
次のような問題点が存在する。 <イ>拡孔完了後、拡孔装置を引き上げないと測定がで
きないため、測定作業が煩雑となる。DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention
There are the following problems. <A> After the completion of the hole expansion, the measurement operation is complicated because the measurement cannot be performed unless the hole expanding device is pulled up.
【0004】<ロ>測定値が規定以下の場合は、測定装
置を引き上げ、再度拡孔装置を挿入して削孔作業を行う
必要があり、作業の遅延化を招くことになる。<B> When the measured value is less than the specified value, it is necessary to pull up the measuring device, insert the hole expanding device again, and perform the hole drilling work, resulting in a delay in the work.
【0005】<ハ>袋体bの挿入後、流体cの注入作業
が必要であり、さらに袋体bを引上げる前に流体cの抜
き取り作業が必要であるため、流体cの注入、抜き取り
作業に非常に手間がかかる。<C> Since the fluid c must be injected after the bag b is inserted, and the fluid c must be withdrawn before the bag b is pulled up, the fluid c is injected or withdrawn. It takes a lot of work.
【0006】[0006]
【発明の目的】本発明は、上記のような問題点を解決す
るためになされたもので、拡孔作業と測定作業を同じ装
置で同時に行うことができ、作業効率の向上を図ること
ができる拡孔掘削装置を提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and it is possible to perform the hole expanding work and the measuring work at the same time with the same device, and to improve the work efficiency. An object of the present invention is to provide a drilling device.
【0007】[0007]
【課題を解決するための手段】即ち、本発明は、先端に
水噴射ノズルを装備した内管と、この内管に軸方向にス
ライド可能に外装した外管と、この外管の先端に装着し
た、中間部が外側に折り曲げ可能な拡縮ア−ムと、この
拡縮ア−ムの中間部に装備したロ−ラとよりなる拡孔掘
削装置である。That is, according to the present invention, an inner tube having a water injection nozzle at its tip, an outer tube axially slidably mounted on the inner tube, and an outer tube fitted to the tip of the outer tube are provided. In addition, the hole expanding digging device includes an expansion / contraction arm having an intermediate portion that can be bent outward and a roller equipped in the intermediate portion of the expansion / contraction arm.
【0008】[0008]
【実施例】以下、図面を参照しながら、本発明の一実施
例について説明する。 <イ>内管(図1) 内管1は、その先端にノズル11を有するノズルボック
ス11を装備する。内管1内には送水路が設けてあり、
基端部に装備したスイベル13に流入する高圧水をノズ
ル11より噴射可能に構成する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. <A> Inner Tube (FIG. 1) The inner tube 1 is equipped with a nozzle box 11 having a nozzle 11 at its tip. There is a water supply channel inside the inner pipe 1,
The high pressure water flowing into the swivel 13 provided at the base end is configured to be jettable from the nozzle 11.
【0009】<ロ>外管(図1) 外管2は、内管1に軸方向にスライド可能に外装した管
体であり、その先端部には拡縮ア−ム3を装備し、基端
部にはスプリング21を装備する。スプリング21は、
外管2を押し下げる方向に付勢されている。また、外管
2の基端側には、ピンやネジなどで外管2を内管1に固
定するための固定装置22を設ける。拡孔径の測定値
は、この外管2の内管1に対するスライド量で求めるた
め、内管1の基端側周面に目盛りを付しておいても良
い。<B> Outer tube (FIG. 1) The outer tube 2 is a tube body which is slidably mounted on the inner tube 1 in the axial direction. The part is equipped with a spring 21. The spring 21
The outer tube 2 is urged in a direction to push it down. Further, a fixing device 22 for fixing the outer tube 2 to the inner tube 1 with a pin or a screw is provided on the base end side of the outer tube 2. Since the measured value of the diameter of the expanded hole is obtained by the sliding amount of the outer tube 2 with respect to the inner tube 1, the peripheral surface of the inner tube 1 on the proximal end side may be graduated.
【0010】<ハ>拡縮ア−ム(図3) 拡縮ア−ム3は、外管2の先端で、かつノズルボックス
12の手前に装着する拡縮ア−ム3とロ−ラ4よりな
る。拡縮ア−ム3は、一端を外管2の先端部に軸支し、
他端を内管1にスライド可能に外装したスライドリング
31に軸支し、その中間部32を外側に折り曲げ可能に
構成する。拡縮ア−ム3の本数は適宜選択する。なお、
拡縮ア−ム3の先端側端部は、ノズルボックス12に軸
支してもよい。<C> Expansion / contraction arm (FIG. 3) The expansion / contraction arm 3 is composed of an expansion / contraction arm 3 and a roller 4 mounted at the tip of the outer tube 2 and in front of the nozzle box 12. The expansion / contraction arm 3 has one end pivotally supported on the tip of the outer tube 2,
The other end is pivotally supported by a slide ring 31 slidably mounted on the inner pipe 1, and an intermediate portion 32 thereof is configured to be bendable to the outside. The number of expansion / contraction arms 3 is appropriately selected. In addition,
The tip end of the expansion / contraction arm 3 may be pivotally supported on the nozzle box 12.
【0011】<ニ>ロ−ラ 拡縮ア−ム3の中間部32には、ゴム製などのロ−ラ4
を装備する。このロ−ラ4は、中間部32に内管1と平
行に取り付けた軸部41の両端に、この軸部41を中心
に回転するよう構成する。<D> Roller The intermediate portion 32 of the expansion / contraction arm 3 has a roller 4 made of rubber or the like.
Equip. The roller 4 is configured to rotate around the shaft portion 41 at both ends of a shaft portion 41 attached to the intermediate portion 32 in parallel with the inner pipe 1.
【0012】[0012]
【作用】先ず、図2に示すように、ケ−シング5による
削孔を行い、削孔完了後、ケ−シング5を拡孔予定部上
端まで引き上げる。次に、拡孔装置をケ−シング5内に
挿入し、拡孔予定部まで到達させる。拡孔装置は、固定
装置22により外管2を引き上げた状態で固定し、拡縮
ア−ム3を伸ばして収納した状態で挿入する。First, as shown in FIG. 2, the casing 5 is drilled, and after the drilling is completed, the casing 5 is pulled up to the upper end of the planned hole expansion portion. Next, the hole expanding device is inserted into the casing 5 to reach the planned hole expanding portion. In the hole expanding device, the outer tube 2 is fixed by the fixing device 22 in a pulled-up state, and the expanding / contracting arm 3 is extended and inserted.
【0013】次に、図1に示すように、ノズル11から
高圧水を噴射し、拡孔作業を行う。測定部が拡孔を開始
した深度まで降下したら、固定装置22を外し、外管2
をスプリング21の力で押し下げ、拡縮ア−ム3を中間
部32より折り曲げて拡張する。これによって、ロ−ラ
4が拡孔の孔壁に押し当てられるため、外管2のスライ
ド量から拡孔径を測定することができる。Next, as shown in FIG. 1, high pressure water is jetted from the nozzle 11 to perform a hole expanding operation. When the measurement part has descended to the depth at which it started expanding the hole, remove the fixing device 22 and
Is pushed down by the force of the spring 21, and the expansion / contraction arm 3 is bent from the intermediate portion 32 and expanded. As a result, the roller 4 is pressed against the hole wall of the hole, so that the diameter of the hole can be measured from the sliding amount of the outer tube 2.
【0014】求められた測定値から、拡孔速度等を調整
し、規定の拡孔径が確保されるよう掘削を続行する。規
定長の拡孔を完了したら、外管2をケ−シング5等に固
定して内管1のみを押し下げ、固定装置22により固定
し、拡縮ア−ム3を収納した後、測定装置を孔外に引き
抜いて作業を終了する。From the obtained measured value, the hole expanding speed and the like are adjusted, and the excavation is continued so that the specified hole expanding diameter is secured. After the expansion of the specified length is completed, the outer tube 2 is fixed to the casing 5 and the like, only the inner tube 1 is pushed down and fixed by the fixing device 22, and the expansion / contraction arm 3 is housed. Pull out to finish the work.
【0015】[0015]
【本発明の効果】本発明は以上説明したようになるた
め、次のような効果を得ることができる。 <イ>拡孔作業と測定作業を同じ装置で同時に行うこと
ができ、作業効率の向上を図ることができる。Since the present invention is as described above, the following effects can be obtained. <A> The hole expanding work and the measuring work can be simultaneously performed by the same device, and the work efficiency can be improved.
【0016】<ロ>測定値が規定以下で、再度拡孔作業
が必要な場合でも、測定装置の引上げ、拡孔装置の挿入
を行うことなく、即座に拡孔作業が可能である。<B> Even when the measured value is less than the specified value and the hole expanding operation is required again, the hole expanding operation can be immediately performed without pulling up the measuring device and inserting the hole expanding device.
【0017】<ハ>従来のように袋体内に流体の注入、
抜き取り作業を行う必要がなく、作業の簡素化が図れ
る。<C> Injecting fluid into the bag as in the conventional case,
Since it is not necessary to perform the extraction work, the work can be simplified.
【図面の簡単な説明】[Brief description of drawings]
【図1】 本発明の装置全体の一実施例の説明図FIG. 1 is an explanatory diagram of an embodiment of the entire apparatus of the present invention.
【図2】 本発明の装置全体の一実施例の説明図FIG. 2 is an explanatory diagram of an embodiment of the entire apparatus of the present invention.
【図3】 本発明の装置要部の一実施例の説明図FIG. 3 is an explanatory diagram of an embodiment of the main part of the apparatus of the present invention.
【図4】 従来技術の説明図FIG. 4 is an explanatory diagram of a conventional technique.
Claims (1)
能な拡縮ア−ムと、 この拡縮ア−ムの中間部に装備したロ−ラとよりなる、 拡孔掘削装置。1. An inner tube equipped with a water injection nozzle at its tip, an outer tube axially slidably mounted on the inner tube, and an intermediate part attached to the tip of the outer tube that can be bent outward. A hole drilling rig consisting of an expansion / contraction arm and a roller mounted in the middle of the expansion / contraction arm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23590493A JPH0762967A (en) | 1993-08-30 | 1993-08-30 | Reaming excavator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23590493A JPH0762967A (en) | 1993-08-30 | 1993-08-30 | Reaming excavator |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0762967A true JPH0762967A (en) | 1995-03-07 |
Family
ID=16992961
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP23590493A Pending JPH0762967A (en) | 1993-08-30 | 1993-08-30 | Reaming excavator |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0762967A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2460096A (en) * | 2008-06-27 | 2009-11-18 | Wajid Rasheed | Reamer and calliper tool both having means for determining bore diameter |
WO2017123249A1 (en) * | 2016-01-15 | 2017-07-20 | Halliburton Energy Services, Inc. | Apparatus, method and system for regulating annular fluid flow around a tool string |
CN111622217A (en) * | 2020-05-08 | 2020-09-04 | 浙江大学 | Grouting precast tubular pile after rotary spraying construction and construction process thereof |
WO2021188123A1 (en) * | 2020-03-18 | 2021-09-23 | Saudi Arabian Oil Company | Tool and method for forming a cavern for hydrocarbon production |
CN114151012A (en) * | 2021-12-07 | 2022-03-08 | 中建东设岩土工程有限公司 | Jet grouting pile expanding and jet grouting assisting construction and pile diameter detection method |
-
1993
- 1993-08-30 JP JP23590493A patent/JPH0762967A/en active Pending
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8528668B2 (en) | 2008-06-27 | 2013-09-10 | Wajid Rasheed | Electronically activated underreamer and calliper tool |
EP2746527A3 (en) * | 2008-06-27 | 2017-06-14 | Wajid Rasheed | Drilling tool and method for widening and simultaneously monitoring the diameter of wells and fluid properties |
GB2465505A (en) * | 2008-06-27 | 2010-05-26 | Wajid Rasheed | Reamer and calliper tool with vibration analysis |
GB2465504A (en) * | 2008-06-27 | 2010-05-26 | Wajid Rasheed | Reamer and calliper tool with vibration analysis |
GB2465504B (en) * | 2008-06-27 | 2010-11-03 | Wajid Rasheed | Expansion and sensing tool |
GB2465505B (en) * | 2008-06-27 | 2010-12-08 | Wajid Rasheed | Electronically activated underreamer and calliper tool |
GB2460096B (en) * | 2008-06-27 | 2010-04-07 | Wajid Rasheed | Expansion and calliper tool |
US9447676B2 (en) | 2008-06-27 | 2016-09-20 | Wajid Rasheed | Electronically activated underreamer and calliper tool |
GB2460096A (en) * | 2008-06-27 | 2009-11-18 | Wajid Rasheed | Reamer and calliper tool both having means for determining bore diameter |
WO2017123249A1 (en) * | 2016-01-15 | 2017-07-20 | Halliburton Energy Services, Inc. | Apparatus, method and system for regulating annular fluid flow around a tool string |
WO2021188123A1 (en) * | 2020-03-18 | 2021-09-23 | Saudi Arabian Oil Company | Tool and method for forming a cavern for hydrocarbon production |
US11326401B2 (en) | 2020-03-18 | 2022-05-10 | Saudi Arabian Oil Company | Tool and method for forming a cavern for hydrocarbon production |
CN115667662A (en) * | 2020-03-18 | 2023-01-31 | 沙特阿拉伯石油公司 | Tool and method for forming cavern for hydrocarbon production |
CN111622217A (en) * | 2020-05-08 | 2020-09-04 | 浙江大学 | Grouting precast tubular pile after rotary spraying construction and construction process thereof |
CN114151012A (en) * | 2021-12-07 | 2022-03-08 | 中建东设岩土工程有限公司 | Jet grouting pile expanding and jet grouting assisting construction and pile diameter detection method |
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