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JPH03132584A - Boring device - Google Patents

Boring device

Info

Publication number
JPH03132584A
JPH03132584A JP27199989A JP27199989A JPH03132584A JP H03132584 A JPH03132584 A JP H03132584A JP 27199989 A JP27199989 A JP 27199989A JP 27199989 A JP27199989 A JP 27199989A JP H03132584 A JPH03132584 A JP H03132584A
Authority
JP
Japan
Prior art keywords
screw
outer casing
earth
inner screw
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.)
Granted
Application number
JP27199989A
Other languages
Japanese (ja)
Other versions
JP2779665B2 (en
Inventor
Masaaki Hirose
広瀬 雅明
Fumio Hiraga
平賀 文男
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.)
OOTAKE DOBOKU KISO KK
Tokyu Construction Co Ltd
Original Assignee
OOTAKE DOBOKU KISO KK
Tokyu Construction Co 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 OOTAKE DOBOKU KISO KK, Tokyu Construction Co Ltd filed Critical OOTAKE DOBOKU KISO KK
Priority to JP1271999A priority Critical patent/JP2779665B2/en
Publication of JPH03132584A publication Critical patent/JPH03132584A/en
Application granted granted Critical
Publication of JP2779665B2 publication Critical patent/JP2779665B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Earth Drilling (AREA)

Abstract

PURPOSE:To discharge excavated earth directly to the surface of the earth while the excavation is being made by a double screw by anarizing an inner screw inside an outer casing, and by connecting thereto the lower end of an inner rod that is contained inside an outer screw. CONSTITUTION:To the upper part of a cylindrical outer casing 20 that is equipped with an excavating means and earth discharging ports 22, a hollow outer screw 30 is integrally connected which has spiral blades 32 provided on its peripheral face and designed to convey the excavated earth 70 and 70 upward along a bore wall 80 after being discharged through the earth- discharging ports 22. An inner screw 40 equipped with the excavating means is rotatably wranged in the outer casing 20, and to the upper end of the inner screw 40, the lower end of an inner rod 50 contained inside the outer screw 30 is integrally connected. Then torque is transmitted independently to the inner screw 40 and the outer casing 20. The excavated earth 70 and 70 are directly discharged to the surface of the earth while the excavation is made with a double screw.

Description

【発明の詳細な説明】 〈産業」二の利用分野〉 〈従来の技術〉 アースオーガニ法に用いられる削孔装置として、ケーシ
ングで地山の崩壊を抑制しつつ、オーガスクリユーで回
転削孔する形式の削孔装置が広く知られている。
[Detailed Description of the Invention] <Industry> Second Field of Application><PriorArt> As a drilling device used in the earth-organizing method, rotary drilling is performed with an auger screw while suppressing collapse of the ground with a casing. Drilling devices of this type are widely known.

さらに、地質に応じてケーシングヘッドやオーガヘッド
に特殊ビットを取り付けた削孔装置も知られている。
Furthermore, drilling devices are also known in which special bits are attached to the casing head or auger head depending on the geology.

従来の削孔装置の大半は、削土をオーガスクリユーの有
する螺旋状の羽根によってケーシング内を案内して、最
終的に最上位のゲージングに開設した排土口から排土す
る構造になっている。
Most conventional drilling equipment has a structure in which the excavated soil is guided inside the casing by the spiral blades of the auger screw, and is finally discharged from the soil discharge port opened at the topmost gauging. There is.

〈本発明が解決しようとする問題点〉 従来の削孔装置には次のような問題点がある。<Problems to be solved by the present invention> Conventional drilling equipment has the following problems.

〈イ〉 排土された土砂が地上に落下するので、作業者
の安全性が脅かされる。
<B> As the excavated earth and sand falls to the ground, the safety of workers is threatened.

〈口〉 削孔の全長に亘りケーシングを必要とするため
、ケーシングの取り扱いや組み付は及び撤去に多大の手
数がかかる。
<Enterprise> Since a casing is required over the entire length of the drilled hole, handling, assembly, and removal of the casing requires a great deal of effort.

軽力を伝達し得るように構成した、削孔装置である。This is a drilling device configured to transmit light force.

〈本発明の目的〉 本発明は以」二の問題点を解決するために成されたもの
で、その目的とするところは、削土の処理が容易で、し
かも作業環境の安全性確保と作業の効率化の促進を図れ
る、削孔装置を提供することにある。
<Object of the present invention> The present invention was made to solve the following two problems, and its purpose is to facilitate the processing of excavated soil, ensure the safety of the working environment, and improve the working environment. An object of the present invention is to provide a drilling device that can promote efficiency.

〈問題点を解決するための手段〉 即ち本発明は、掘削手段及び排土口を具備する筒状の外
ケーシングの上部に、周面に螺旋状の羽根を有し、前記
外ケーシングの排土口から放出される削土を孔壁との間
で移送する中空の外スクリューを一体に接続し、前記外
ケーシング内には掘削手段を有する内スクリューを回転
自在に収容し、前記内スクリューの上端には外スクリュ
ーを内挿した内ロッドの下端を一体に接続してなり、前
記内スクリュー及び外ケーシングに独立して回〈本発明
の説明〉 以下、図面を参照しながら本発明について説明する。
<Means for Solving the Problems> That is, the present invention has a cylindrical outer casing provided with an excavating means and an earth discharge port, and has spiral blades on the circumferential surface at the upper part of the outer casing. A hollow outer screw for transferring excavated soil discharged from the mouth to and from the hole wall is integrally connected, an inner screw having a digging means is rotatably housed in the outer casing, and an upper end of the inner screw The lower end of an inner rod into which an outer screw is inserted is integrally connected to the inner rod, and the inner rod and the outer casing are rotated independently.

〈イ〉削孔装置 第1図に削孔装置の全体図を示す。<A> Hole drilling device Figure 1 shows an overall view of the drilling device.

10は走行機能を有するベースマシン、11はり−ダ1
2に垂下されたオーカマシンである。
10 is a base machine with a traveling function, 11 is a beam 1
It is an orca machine hanging from 2.

本発明に係る削孔装置は、特殊構造の二重スクリュー、
すなわち外ケーシング20と、外ケーシング20と一体
の外スクリュー30と、前記外ケーシング20内に回転
自在に収容された内スクリュー40と、内スクリュー4
0と一体の内ロッド50とにより構成される。
The drilling device according to the present invention includes a special structure double screw,
That is, an outer casing 20, an outer screw 30 integrated with the outer casing 20, an inner screw 40 rotatably housed in the outer casing 20, and an inner screw 4.
0 and an integral inner rod 50.

以下各部について詳述する。Each part will be explained in detail below.

〈口〉外ケーシング 外ケーシング20の断面図を第2図に示し、その上半の
斜視図を第3図に示す。
<Port> Outer casing A cross-sectional view of the outer casing 20 is shown in FIG. 2, and a perspective view of the upper half thereof is shown in FIG. 3.

外ケーシング20は、一定の長さを有する鋼管よりなり
、下端のケーシングヘッド21に多数のビットを具備す
ると共に、その上端の傾斜する周面に排土口22を有す
る。
The outer casing 20 is made of a steel pipe having a certain length, has a casing head 21 at its lower end with a number of bits, and has an earth discharge port 22 at its upper end on an inclined circumferential surface.

外ケーシング20は従来のような孔壁の崩壊を抑止する
機能を特に期待しない。
The outer casing 20 is not particularly expected to have the function of suppressing collapse of the hole wall as in the conventional case.

〈ハ〉外スクリュー 外スクリュー30は、外ケーシング20に回転を伝達す
ると共に、削土を地上へ輸送するための部材て、中空の
筒体31の周面に螺旋状の羽根32を設けて構成される
<C> Outer screw The outer screw 30 is a member for transmitting rotation to the outer casing 20 and transporting excavated soil to the ground, and is configured by providing a spiral blade 32 on the circumferential surface of a hollow cylindrical body 31. be done.

したがって、羽根32の径が外ケーシング20の径を越
えることはない。
Therefore, the diameter of the blades 32 does not exceed the diameter of the outer casing 20.

〈二)内スクリ、− 内スクリユー40は第2図に見るように、ロッド41の
周面に螺旋状の羽根42を有し、下端にビット43を備
えている。
(2) Inner Screw - As shown in FIG. 2, the inner screw 40 has a spiral blade 42 on the circumferential surface of a rod 41, and a bit 43 at the lower end.

羽根42の形成範囲は、外ケーシング20の全長とほぼ
等しい長さに設定してあり、そして羽根42の径が外ケ
ーシング20の内径を越えることはない。
The formation range of the blades 42 is set to be approximately equal to the entire length of the outer casing 20, and the diameter of the blades 42 does not exceed the inner diameter of the outer casing 20.

尚、本発明では外スクリュー30と内スクリュー40の
各羽根32.42の向きを逆にしてた場合について説明
するが、これらの各羽根32.42の向きを同一方向に
形成してもよい。
In the present invention, a case will be described in which the blades 32.42 of the outer screw 30 and the inner screw 40 are oriented in opposite directions, but the blades 32.42 may be oriented in the same direction.

〈ホ〉内ロッド 内ロッド50は外スクリュー30内を通って内スクリュ
ー40に回転を伝達するロッドである。
<E> Inner rod The inner rod 50 is a rod that passes through the outer screw 30 and transmits rotation to the inner screw 40.

内ロッド50は、外スクリュー30と同様に、一定の長
さに製作したものを着脱して、全長を調節可能に構成さ
れている。
Like the outer screw 30, the inner rod 50 is constructed to have a fixed length and can be attached or detached to adjust its overall length.

〈作用〉 つぎに削孔装置による削孔方法について説明する。<Effect> Next, a drilling method using a drilling device will be explained.

〈イ〉削孔 第1図に示すように、内スクリュー40と一体の内ロッ
ド50の上部と、外ケーシング20と一体の外スクリュ
ー30の上部とを夫々オーガマシン12に把持させて、
夫々逆方向の回転を付与して削孔を開始する。
<A> Drilling As shown in FIG. 1, the upper part of the inner rod 50 integrated with the inner screw 40 and the upper part of the outer screw 30 integrated with the outer casing 20 are respectively gripped by the auger machine 12,
Drilling is started by applying rotation in the opposite direction to each member.

〈口〉排土 第2図に見るように、内スクリュー4o及び外ケーシン
グ20で掘削された削土70は、外ケーシング20内を
羽根42で上方へ送られ、さらに外ケーシング20の排
土口22を通って外ケーシング20の上方へ押し出され
る。
<Exit> Soil removal As shown in FIG. 2, the excavated earth 70 excavated by the inner screw 4o and the outer casing 20 is sent upwards by the blades 42 inside the outer casing 20, and is then sent to the earth discharge port of the outer casing 20. 22 and above the outer casing 20.

外ケーシング20外へ押し出された削土7oは孔壁80
で拡散を抑制されながら外スクリュー30によって地上
へ移送される。
The excavated earth 7o pushed out of the outer casing 20 forms the hole wall 80.
It is transported to the ground by the outer screw 30 while diffusion is suppressed.

また、削土70が孔壁8oを押さえているので、削土7
0の移送中に孔壁80が崩壊する心配はない。
In addition, since the excavated soil 70 is holding down the hole wall 8o, the excavated soil 70
There is no fear that the hole wall 80 will collapse during the transfer of zero.

削土70が地上まで移送されると、拡散を抑制する部材
(孔壁80)を失うので、地表順次放出される。
When the excavated soil 70 is transported to the ground, it loses the member (hole wall 80) that suppresses diffusion, so it is sequentially released onto the ground.

尚、巨大転石や岩盤の硬質地盤を削孔する場合は、外ケ
ーシング20て先行掘削を行った後に内スクリュー40
で削孔すると、高精度に削孔てきる。
In addition, when drilling in hard ground such as giant boulders or rock, the inner screw 40 should be drilled in advance using the outer casing 20.
If you drill a hole with this, you will be able to drill a hole with high precision.

また、外ケーシング20の最上部に排土口22を設ける
ことに加えて、その円筒部周面に複数の排土口を縦方向
に配列して開設しておくと、初期掘削時において削土を
外ケーシング20の低位置て排土できる利点がある。
In addition to providing the soil discharge port 22 at the top of the outer casing 20, if a plurality of soil discharge ports are arranged vertically and opened on the circumferential surface of the cylindrical portion, it is possible to remove soil during initial excavation. There is an advantage that soil can be removed from a low position of the outer casing 20.

〈本発明の効果〉 本発明は以上説明したようになるから次の効果が得られ
る。
<Effects of the Present Invention> Since the present invention is as described above, the following effects can be obtained.

〈イ〉 削孔を二重スクリューで行っていながら、削土
を削孔内から地表へ直接排土てきる。
<B> Although drilling is performed using a double screw, the excavated soil can be directly discharged from inside the hole to the ground surface.

そのため、上方から削土を落下さぜる従来装置に比べ作
業環境を著しく改善できる。
Therefore, the working environment can be significantly improved compared to conventional equipment that drops excavated soil from above.

〈口〉 二重スクリューによる高い垂直精度を損なわな
い。
<Mouth> The high vertical accuracy of the double screw is not compromised.

〈ハ〉 削土が孔壁の崩壊を効果的に抑制するので、連
続したケーシングがなくとも高精度に削孔できる。
<C> Since earth excavation effectively suppresses the collapse of the hole wall, the hole can be drilled with high precision even without a continuous casing.

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

第1図 本発明に係る削孔装置の全体図第2図:削孔部
の部分断面図
Fig. 1 Overall diagram of the drilling device according to the present invention Fig. 2: Partial sectional view of the drilling part

Claims (1)

【特許請求の範囲】[Claims] (1)掘削手段及び排土口を具備する筒状の外ケーシン
グの上部に、 周面に螺旋状の羽根を有し、前記外ケーシングの排土口
から放出される削土を孔壁との間で移送する中空の外ス
クリューを一体に接続し、 前記外ケーシング内には掘削手段を有する内スクリュー
を回転自在に収容し、 前記内スクリューの上端には外スクリューを内挿した内
ロッドの下端を一体に接続してなり、前記内スクリュー
及び外ケーシングに独立して回転力を伝達し得るように
構成した、削孔装置。
(1) A cylindrical outer casing equipped with an excavation means and a soil discharge port has a spiral blade on its circumferential surface, which allows the excavated soil discharged from the soil discharge port of the outer casing to be connected to the hole wall. A hollow outer screw to be transferred between the two is integrally connected, an inner screw having a digging means is rotatably housed in the outer casing, and an upper end of the inner screw has a lower end of an inner rod with an outer screw inserted therein. A hole drilling device configured to be configured such that rotational force can be transmitted independently to the inner screw and the outer casing.
JP1271999A 1989-10-19 1989-10-19 Drilling equipment Expired - Lifetime JP2779665B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1271999A JP2779665B2 (en) 1989-10-19 1989-10-19 Drilling equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1271999A JP2779665B2 (en) 1989-10-19 1989-10-19 Drilling equipment

Publications (2)

Publication Number Publication Date
JPH03132584A true JPH03132584A (en) 1991-06-05
JP2779665B2 JP2779665B2 (en) 1998-07-23

Family

ID=17507739

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1271999A Expired - Lifetime JP2779665B2 (en) 1989-10-19 1989-10-19 Drilling equipment

Country Status (1)

Country Link
JP (1) JP2779665B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105840091A (en) * 2015-11-27 2016-08-10 温州长城基础工程有限公司 Novel power head of long spiral drilling machine with clamping-type blade and drilling rod
JP2020094417A (en) * 2018-12-13 2020-06-18 株式会社竹中工務店 Drilling machine
CN111911149A (en) * 2020-08-31 2020-11-10 中国科学院空间应用工程与技术中心 Separated inner rod type deep lunar soil drilling device based on bionic technology

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111946268B (en) * 2020-08-24 2022-09-13 盐城加美机电科技有限公司 Rotational flow drilling bit

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105840091A (en) * 2015-11-27 2016-08-10 温州长城基础工程有限公司 Novel power head of long spiral drilling machine with clamping-type blade and drilling rod
JP2020094417A (en) * 2018-12-13 2020-06-18 株式会社竹中工務店 Drilling machine
CN111911149A (en) * 2020-08-31 2020-11-10 中国科学院空间应用工程与技术中心 Separated inner rod type deep lunar soil drilling device based on bionic technology
CN111911149B (en) * 2020-08-31 2021-08-24 中国科学院空间应用工程与技术中心 A separate inner rod type deep lunar soil drilling device based on bionic technology

Also Published As

Publication number Publication date
JP2779665B2 (en) 1998-07-23

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