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JPH0534474B2 - - Google Patents
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JPH0534474B2 - - Google Patents

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Publication number
JPH0534474B2
JPH0534474B2 JP62195279A JP19527987A JPH0534474B2 JP H0534474 B2 JPH0534474 B2 JP H0534474B2 JP 62195279 A JP62195279 A JP 62195279A JP 19527987 A JP19527987 A JP 19527987A JP H0534474 B2 JPH0534474 B2 JP H0534474B2
Authority
JP
Japan
Prior art keywords
auger
water
water supply
horizontal hole
rotary chuck
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
JP62195279A
Other languages
Japanese (ja)
Other versions
JPS6439490A (en
Inventor
Takeo Iida
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.)
Hitachi Construction Machinery Co Ltd
Original Assignee
Hitachi Construction Machinery 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 Hitachi Construction Machinery Co Ltd filed Critical Hitachi Construction Machinery Co Ltd
Priority to JP19527987A priority Critical patent/JPS6439490A/en
Publication of JPS6439490A publication Critical patent/JPS6439490A/en
Publication of JPH0534474B2 publication Critical patent/JPH0534474B2/ja
Granted legal-status Critical Current

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  • Earth Drilling (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、地下に埋設されるガス管や水道管等
の流体用管、または電力線、光や電気の信号線、
電力線等を収容する管を施工する横穴、あるいは
水を排出する横穴のように、比較的小径の横穴を
掘進する横穴掘削装置において、オーガの先端か
ら水を噴出させながら掘削を行なう給水式横穴掘
削装置に関する。
Detailed Description of the Invention (Industrial Application Field) The present invention is applicable to fluid pipes such as gas pipes and water pipes buried underground, power lines, optical and electric signal lines,
Water-supply type horizontal hole drilling equipment that excavates relatively small-diameter horizontal holes, such as horizontal holes for constructing pipes to accommodate power lines, etc., or horizontal holes for discharging water, and excavates while squirting water from the tip of the auger. Regarding equipment.

(従来の技術) 本発明者等は、前記した地下埋設管用横穴を、
道路等に溝を掘削することなく掘削しうる横穴掘
削装置を開発している。この横穴掘削装置は、オ
ーガを把持する回転チヤツク装置を有する回転駆
動装置をガイド枠上にて往復させ、かつ往復動に
伴なつてスクリユー羽根を有するオーガをねじ式
に継足しながら掘削を行なうものである。
(Prior Art) The present inventors have developed the above-mentioned horizontal hole for underground pipes.
We are developing a horizontal hole drilling device that can excavate roads, etc. without digging trenches. This horizontal hole drilling device reciprocates a rotary drive device having a rotary chuck device that grips an auger on a guide frame, and excavates while screwing an auger having screw blades as it reciprocates. It is.

(発明が解決しようとする問題点) しかしこの横穴掘削装置にあつては、掘削対象
となる地質が粘着性の大きい粘土質や硬土質の土
丹層等の場合には掘削抵抗が大となり、穴の方向
が曲がつたり、掘削不能になるという問題点があ
つた。
(Problems to be Solved by the Invention) However, with this horizontal hole drilling device, when the geology to be excavated is highly sticky clay or hard soil such as the Totan layer, the excavation resistance becomes large. There were problems in that the direction of the hole was bent and drilling became impossible.

このような問題点を解決するものとして、実開
昭54−88001号公報あるいは実開昭61−80882号公
報に記載のように、オーガ内に通水孔を穿孔し、
該通水孔を通してオーガ先端から水を噴出し、噴
出水により掘削土を軟化させながら掘削するもの
がある。しかしながら、こられの公報に記載のも
のを埋設管施工用の横穴掘削に採用した場合、オ
ーガ継足しの際に地中に入り込んでいるオーガ内
の水が最も手前のオーガの端部から流れ出すた
め、新たにオーガを継足して掘削を再開したとき
には、さらに長くなつたオーガ内に水が充満する
までは先端オーガから水を噴出させることはでき
ず、作業能率が悪く、また流れ出す水のために、
作業環境が悪くなるという問題点があつた。
To solve these problems, as described in Japanese Utility Model Application No. 54-88001 or No. 61-80882, water holes are bored in the auger.
Some excavators excavate by ejecting water from the tip of the auger through the water hole and softening the excavated soil with the ejected water. However, if the method described in these publications is adopted for horizontal hole excavation for underground pipe construction, the water inside the auger that has entered the ground when adding the auger will flow out from the end of the auger closest to you. When a new auger is added and digging is resumed, water cannot be ejected from the tip of the auger until the now longer auger is filled with water, resulting in poor work efficiency and problems due to water flowing out. ,
The problem was that the working environment was poor.

本発明は、上記の問題点に鑑み、掘削対象が粘
土質である場合にもオーガを直進させて掘削を行
なうことができるように、オーガの先端より水を
流出させながら掘削を行なうことを可能とし、同
時に掘削時のみならず、オーガ継足し時において
も水の漏洩を起こすことのない給水系統を有する
給水式横穴掘削装置を提供することを目的とする
ものである。
In view of the above-mentioned problems, the present invention makes it possible to excavate while allowing water to flow out from the tip of the auger so that the auger can be moved straight even when the excavation target is clay. At the same time, it is an object of the present invention to provide a water supply type horizontal hole drilling device having a water supply system that does not cause water leakage not only during excavation but also when adding an auger.

(問題点を解決するための手段) この目的を達成するため、本発明は、オーガの
回転駆動装置に設けた回転チヤツク装置により継
足し式オーガを把持し、前記回転駆動装置をガイ
ド枠上にて往復させると共に、オーガを継足しな
がら横穴を掘削する装置において、オーガの中心
に通水孔を貫設し、オーガの継足し部と、オーガ
と前記回転チヤツク装置の取付け筒との間にシー
ルリングを介在させ、先端のオーガの掘削ビツト
に水の噴出口を設け、かつ、給水源からの水を前
記オーガ内に供給する通路を、前記回転駆動装置
および回転チヤツク装置に設けると共に、前記オ
ーガは、その尾端部に逆止弁を有するものでなる
ことを特徴とする。
(Means for Solving the Problems) In order to achieve this object, the present invention grips a supplementary auger by a rotary chuck device provided on a rotary drive device of the auger, and places the rotary drive device on a guide frame. In this device, a water hole is provided through the center of the auger, and a seal is installed between the auger's adding section and the mounting tube of the auger and the rotary chuck device. A ring is interposed between the auger and the auger, and a water spout is provided in the cutting bit of the auger at the tip, and a passage for supplying water from a water supply source into the auger is provided in the rotary drive device and the rotary chuck device; is characterized by having a check valve at its tail end.

(実施例) 以下本発明の一実施例を図面により説明する。
第1図および第2図は本発明による横穴掘削装置
の一実施例の全体構成を示し、1は地下配管、2
は地下配管1に到る深さに掘削した縦穴、3は該
縦穴2に嵌め込んだケーシング、4は該ケーシン
グ3内に昇降自在に装着する横穴掘削装置、5は
ケーシング3上に設置した操作装置、6は地面上
に設置した給水装置である。
(Example) An example of the present invention will be described below with reference to the drawings.
1 and 2 show the overall configuration of an embodiment of the horizontal hole drilling apparatus according to the present invention, in which 1 indicates underground piping, 2
3 is a casing fitted into the vertical hole 2; 4 is a horizontal hole drilling device installed in the casing 3 so that it can be raised and lowered; and 5 is an operation device installed on the casing 3. The device 6 is a water supply device installed on the ground.

第2図、第3図に示すように、ケーシング3お
よび操作装置5のフレーム8には、対向するよう
に2本のガイドレール7が設けてあり、横穴掘削
装置4を構成する門形フレーム9の左右の柱部の
上下には、前記ガイドレール7に沿つて転動させ
るガイドローラ10が取付けてある。また、門形
フレーム9の下部にはガイド枠11が取付けられ
ている。
As shown in FIGS. 2 and 3, two guide rails 7 are provided on the casing 3 and the frame 8 of the operating device 5 so as to face each other, and a gate-shaped frame 9 forming the horizontal hole drilling device 4 is provided. Guide rollers 10 for rolling along the guide rail 7 are attached above and below the left and right column parts. Further, a guide frame 11 is attached to the lower part of the portal frame 9.

前記ガイド枠11には、ケーシング3に設けた
開口部12に向かうように、平行をなすガイドレ
ール13が固設され、オーガ14の回転駆動装置
15は、その左右に2個ずつ取付けられたガイド
ローラ16が前記ガイドレール13に沿つて転動
自在に係合されることにより、ガイド枠11上に
移動自在に設置される。前記回転駆動装置15
は、前部にオーガ14の尾端14aを把持する回
転チヤツク装置17を有し、かつオーガ14を回
転させる回転用油圧モータ18を有する。
Parallel guide rails 13 are fixed to the guide frame 11 so as to face the opening 12 provided in the casing 3, and the rotation drive device 15 of the auger 14 has two guide rails attached to the left and right sides of the guide rail 13. The rollers 16 are movably installed on the guide frame 11 by being engaged with the rollers 16 so as to be able to roll along the guide rails 13 . The rotational drive device 15
has a rotary chuck device 17 for gripping the tail end 14a of the auger 14 at the front, and a rotational hydraulic motor 18 for rotating the auger 14.

第4図は回転駆動装置15の内部構成を示す断
面図であり、オーガ回転用油圧モータ18の出力
軸に取付けた駆動歯車30は、ケース31に回転
自在に取付けた受歯車32と噛合させ、該受歯車
32は、ケース31内に回転自在に取付けたチヤ
ツク爪開閉用油圧シリンダ33のチユーブ34の
先端に結合されている。前記受歯車32には、ボ
ルト37によりチヤツク爪保持ブロツク38が結
合され、該ブロツク38には、3個のチヤツク爪
39が放射状に開閉自在に装着されている。前記
チヤツク爪保持ブロツク38内には、前記油圧シ
リンダ33の軸心方向に摺動自在に摺動ブロツク
40が収容されており、該摺動ブロツク40の周
囲に設けた傾斜溝40aを前記各チヤツク爪39
の逆T字形傾斜摺動脚39aに摺動自在に係合さ
せると共に、該摺動ブロツク40を、前記油圧シ
リンダ33のピストン35に結合されたピストン
ロツド36に結合してなり、前記油圧モータ18
の回転によつて前記油圧シリンダ33およびチヤ
ツク爪39等からなる回転チヤツク装置17が回
転し、また、油圧シリンダ33の伸縮によつて摺
動ブロツク40が動き、チヤツク爪39が開閉す
るように構成されている。
FIG. 4 is a cross-sectional view showing the internal structure of the rotary drive device 15, in which a drive gear 30 attached to the output shaft of the auger rotation hydraulic motor 18 meshes with a receiving gear 32 rotatably attached to the case 31. The receiving gear 32 is connected to the tip of a tube 34 of a hydraulic cylinder 33 for opening and closing a chuck pawl, which is rotatably mounted inside the case 31. A chuck pawl holding block 38 is connected to the receiving gear 32 by bolts 37, and three chuck pawls 39 are attached to the block 38 so as to be able to open and close radially. A sliding block 40 is accommodated in the chuck pawl holding block 38 so as to be slidable in the axial direction of the hydraulic cylinder 33, and an inclined groove 40a provided around the sliding block 40 is inserted into each chuck. Claw 39
The sliding block 40 is slidably engaged with the inverted T-shaped inclined sliding leg 39a of the hydraulic motor 18.
The rotary chuck device 17 consisting of the hydraulic cylinder 33 and the chuck pawl 39 rotates due to the rotation of the hydraulic cylinder 33, and the sliding block 40 moves due to the expansion and contraction of the hydraulic cylinder 33, so that the chuck pawl 39 opens and closes. has been done.

また、第1図、第3図に示すように、前記回転
駆動装置15の側部には、該回転駆動装置15を
往復動させる横行用油圧モータ19を有し、該横
行用油圧モータ19の出力軸に取付けたピニオン
20を前記ガイドレール13に平行に設けたラツ
ク21に噛合させ、該油圧モータ19の正逆回転
により回転駆動装置15が往復動するように構成
されている。
Further, as shown in FIGS. 1 and 3, a traverse hydraulic motor 19 for reciprocating the rotary drive device 15 is provided on the side of the rotary drive device 15. A pinion 20 attached to the output shaft is engaged with a rack 21 provided parallel to the guide rail 13, and the rotary drive device 15 is configured to reciprocate by forward and reverse rotation of the hydraulic motor 19.

第3図において、22はガイド枠11の前部に
取付けられた固定チヤツク装置であり、これはオ
ーガ14を抜取る際、さらに必要であればオーガ
継足しの際に一部が地中に埋没している先行オー
ガ14の尾端14aを把持しておくものである。
該固定チヤツク装置22は、オーガ14の尾端を
把持、解放可能となるように開閉自在に取付けら
れた一対の爪23,24と、左右の開閉用油圧シ
リンダ25,26と、その各ピストンロツドの動
きを前記爪23,24にそれぞれ伝達するリンク
機構27,28とからなる。
In FIG. 3, 22 is a fixed chuck device attached to the front part of the guide frame 11, which is partially buried in the ground when the auger 14 is removed and, if necessary, when the auger is added. This is to hold the tail end 14a of the leading auger 14 that is being held.
The fixed chuck device 22 includes a pair of claws 23 and 24 that are attached to open and close the tail end of the auger 14 so as to be able to grip and release it, left and right hydraulic cylinders 25 and 26 for opening and closing, and each piston rod. It consists of link mechanisms 27 and 28 that transmit movement to the claws 23 and 24, respectively.

第1図、第2図に示すように、操作装置5は、
前記オーガ回転用油圧モータ18、チヤツク爪開
閉用油圧シリンダ33および固定チヤツク装置2
2の油圧シリンダ25,26を操作するスイツチ
類からなる操作盤42と、横行用油圧モータ19
を操作する操作レバー43と、横穴掘削装置4を
昇降させるウインチ44と、横穴掘削装置4の各
アクチユエータにつながる油圧ホース45や照明
灯やリミツトスイツチ等につながるケーブル類を
それぞれ巻取るリール46,47と、作業車等
(図示せず)に搭載した電源や油圧源と横穴掘削
装置4のアクチユエータとの間に挿入された切換
弁等を収容した制御装置48とを有する。
As shown in FIGS. 1 and 2, the operating device 5 includes:
The hydraulic motor 18 for rotating the auger, the hydraulic cylinder 33 for opening and closing the chuck pawl, and the fixed chuck device 2
An operation panel 42 consisting of switches for operating the two hydraulic cylinders 25 and 26, and a hydraulic motor 19 for traversing.
a winch 44 for raising and lowering the horizontal hole drilling device 4; and reels 46 and 47 for winding cables connected to hydraulic hoses 45 connected to each actuator of the horizontal hole drilling device 4, lighting lights, limit switches, etc. , a control device 48 that accommodates a switching valve and the like inserted between a power source or hydraulic power source mounted on a work vehicle or the like (not shown) and an actuator of the horizontal hole drilling device 4.

次にオーガ14の先端より水を流出させる給水
系統について説明する。第4図に示すように、各
オーガ14はその尾端14aが雌ねじに形成さ
れ、先端14bはその雌ねじに螺合する雄ねじに
形成されたもので、各オーガ14の中心には通水
孔50を貫設している。また、オーガ14の継足
し部、すなわち、この例では、オーガ14の前部
に設けた鍔部14cと雄ねじ14bとの間のコー
ナー部にゴム等からなるシールリング51を嵌
め、オーガを継足した状態においては、先行オー
ガ14の尾端14aと後行オーガ14の鍔部14
cとの間でシールリング51が挟持されてシール
作用が発揮される。
Next, a water supply system that causes water to flow out from the tip of the auger 14 will be described. As shown in FIG. 4, the tail end 14a of each auger 14 is formed into a female thread, and the tip end 14b is formed into a male thread that is screwed into the female thread. is installed throughout. In addition, a seal ring 51 made of rubber or the like is fitted to the connecting part of the auger 14, that is, in this example, the corner part between the flange 14c provided at the front part of the auger 14 and the male screw 14b, and the auger is connected to the connecting part of the auger 14. In this state, the tail end 14a of the leading auger 14 and the collar part 14 of the trailing auger 14
The seal ring 51 is sandwiched between the seal ring 51 and the seal ring 51 to exert a sealing action.

また、第5図に示すように、掘削時に先端に設
けられる掘削ビツト14Aには、後続のオーガ1
4に接続される軸心方向の通水孔50Aと半径方
向に設けた噴出口50Bとを有し、該噴出口50
Bは、掘削ビツト14Aの先端に周方向に設けた
溝52の底部に臨ませ、該溝52には、水の逆流
を防止するゴム等の弾性材製リングでなる逆流防
止具53を嵌合により設けている。
In addition, as shown in FIG.
4, an axial water passage hole 50A and a radial outlet 50B, which are connected to
B faces the bottom of a groove 52 provided in the circumferential direction at the tip of the drilling bit 14A, and a backflow prevention tool 53 made of a ring made of an elastic material such as rubber to prevent backflow of water is fitted into the groove 52. It is established by

第4図、第7図に示すように、前記チヤツク爪
保持ブロツク38にボルト37により固定された
受け盤54(該受け盤54にはチヤツク爪保持ブ
ロツク38と同様にチヤツク爪39を移動させる
溝を有する。)の中央には、オーガ14の尾端の
雌ねじ孔を嵌合する円筒状の取付け筒55を一体
に有し、該取付け筒55の根本部周囲には、ゴム
等からなるシールリング56が嵌合してあり、回
転チヤツク装置17に把持されるオーガ14の尾
端と該取付け筒55との間で該シールリング56
が挟持されてシール作用が発揮される。
As shown in FIGS. 4 and 7, a receiving plate 54 is fixed to the chuck pawl holding block 38 with a bolt 37 (the receiving plate 54 has a groove for moving the chuck pawl 39 similarly to the chuck pawl holding block 38). ) has an integral cylindrical mounting tube 55 in the center that fits into the female threaded hole at the tail end of the auger 14, and around the base of the mounting tube 55 is a seal ring made of rubber or the like. The seal ring 56 is fitted between the mounting tube 55 and the tail end of the auger 14 held by the rotary chuck device 17.
are sandwiched and a sealing effect is exerted.

回転駆動装置15のケース31と、その中の回
転体には、オーガ14に対して水を供給する通路
が設けられている。その通路は、ケース31に設
けられ、給水ホース57に接続金具58を介して
接続される通水孔59と、該通水孔59に連通
し、ケース31の内面の受歯車32との摺動面に
周方向に設けた溝60と、該溝60に連通するよ
うに受歯車32に半径方向に設けた通水孔61
と、該通水孔61に連通するように受歯車32、
チヤツク爪保持ブロツク38および前記受け盤5
4に軸方向に設けた通水孔62と、該通水孔62
と前記取付け筒55の中心の通水孔50Cとの間
を連通させるように受け盤54に半径方向に設け
た通水孔63とからなる。
A passage for supplying water to the auger 14 is provided in the case 31 of the rotary drive device 15 and the rotating body therein. The passage communicates with a water hole 59 provided in the case 31 and connected to the water supply hose 57 via a connecting fitting 58, and slides with the receiving gear 32 on the inner surface of the case 31. A groove 60 provided in the circumferential direction on the surface, and a water passage hole 61 provided in the radial direction in the receiving gear 32 so as to communicate with the groove 60.
and a receiving gear 32 so as to communicate with the water passage hole 61,
The chuck claw holding block 38 and the receiving plate 5
A water passage hole 62 provided in the axial direction in 4 and the water passage hole 62
and a water passage hole 63 provided in the receiving plate 54 in the radial direction so as to communicate between the water passage hole 50C at the center of the mounting tube 55.

第1図に示すように、給水装置6は、台65上
に設置された電動式または油圧式モータ66と、
これにより駆動されるねじポンプ等の給水ポンプ
67と、掘削土砂の質により水の粘度等を変える
ベントナイト等の安定液溶解装置68(69は撹
拌翼、70は撹拌用モータである。)とを有し、
給水ポンプ67の吐出側に接続された給水ホース
71には止め弁72を有し、該給水ホース71
は、前記操作装置5のフレーム8上に設置された
リール73の静止軸側に接続され、前記給水ホー
ス57は該リール73に巻かれており、該リール
73にはぜんまいばね等の張力付与装置(図示せ
ず)が設けてある。
As shown in FIG. 1, the water supply device 6 includes an electric or hydraulic motor 66 installed on a stand 65,
A water supply pump 67, such as a screw pump, driven by this, and a stable liquid dissolving device 68, such as bentonite, which changes the viscosity of water depending on the quality of the excavated soil (69 is a stirring blade, and 70 is a stirring motor). have,
A water supply hose 71 connected to the discharge side of the water supply pump 67 has a stop valve 72.
is connected to the stationary shaft side of a reel 73 installed on the frame 8 of the operating device 5, the water supply hose 57 is wound around the reel 73, and the reel 73 is equipped with a tensioning device such as a spring spring. (not shown) is provided.

この装置において、オーガ継足しの際には横穴
掘削装置4をウインチ44により引上げ、回転駆
動装置15を後退させた状態において、次のオー
ガ14の尾端14aのねじ孔を前記取付け筒55
に嵌合し、回転チヤツク装置17を閉じることに
より、オーガ14を把持し、横穴掘削装置4をケ
ーシング3内のストツパ(図示せず)により係止
させるまで降下させ、地中に一部埋設されている
先行オーガ14に対し、横行用油圧モータ19を
作動させて回転駆動装置15を前進させると共
に、オーガ回転用油圧モータ18を作動させてオ
ーガ14を正転させることにより、後行オーガ1
4の先端14bの雄ねじを先行オーガ14の尾端
14aの雌ねじに螺合する。続いて、止め弁72
を開け、給水ポンプ67を作動させることによ
り、オーガ14の先端の掘削ビツト14Aの噴出
口50Bから、給水圧力により、逆流防止具53
の弾性に抗して水を流出させ、オーガ14の周囲
の土砂を軟弱化しながら掘削を行なう。従つて、
粘土質の掘削を行なう場合においても、オーガ1
4を直進させて掘削を行なうことが可能となる。
なお、このとき、安定液溶解装置68における安
定液の混合量を調整することにより、土砂に応じ
て粘度の水(安定液)が供給され、安定掘削が可
能となる。また、逆流防止具53により、給水休
止時には水の噴出口50Bが閉塞されるので、泥
水が逆流して通水孔50や噴出口50Bが閉塞さ
れるおそれがない。また、各オーガ14の継足し
部にシールリング51を設けたので、オーガ14
間の継足し部からの給水の漏洩がなく、また、回
転チヤツク装置17の取付け筒55の根本部にも
シールリング56を設けたので、回転チヤツク装
置17の部分からの漏洩も防止され、掘削ビツト
14Aから有効に給水できる。
In this device, when adding an auger, the horizontal hole drilling device 4 is pulled up by the winch 44, and with the rotary drive device 15 retreated, the screw hole of the tail end 14a of the next auger 14 is inserted into the mounting tube 55.
, and closes the rotary chuck device 17 to grip the auger 14 and lower the horizontal hole drilling device 4 until it is stopped by a stopper (not shown) in the casing 3, which is partially buried underground. The following auger 1
The male thread at the tip 14b of No. 4 is screwed into the female thread at the tail end 14a of the leading auger 14. Next, the stop valve 72
By opening the water supply pump 67 and operating the water supply pump 67, the water supply pressure causes the backflow preventer 53 to flow from the spout 50B of the drilling bit 14A at the tip of the auger 14.
The water flows out against the elasticity of the auger 14, and excavation is performed while softening the earth and sand around the auger 14. Therefore,
Even when excavating clay, the auger 1
4 can be moved straight to perform excavation.
At this time, by adjusting the mixing amount of the stable liquid in the stable liquid dissolving device 68, water (stable liquid) having a viscosity depending on the soil and sand is supplied, making stable excavation possible. In addition, since the backflow preventer 53 closes the water spout 50B when the water supply is stopped, there is no risk of muddy water flowing back and blocking the water hole 50 or the spout 50B. In addition, since a seal ring 51 is provided at the joint part of each auger 14, the auger 14
There is no leakage of water supply from the joint between the parts, and since a seal ring 56 is also provided at the root of the mounting tube 55 of the rotary chuck device 17, leakage from the rotary chuck device 17 is also prevented, and excavation is prevented. Water can be effectively supplied from bit 14A.

第8図は本発明におけるオーガ14からの水の
逆流を防止する構造の一例であり、Aに示すよう
に、オーガ14の後部には、弁体75と、ばね7
6と、溝77とからなる逆止弁78を設け、ばね
76の圧力は給水圧力によつて開くことができる
程度に設定する。また、前記受け盤54に設ける
取付け筒55にも、弁体80と、ばね81と、溝
82とからなる弁83を設け、弁体80は延出さ
せてなる。オーガセツト時には、Bに示すよう
に、前記弁体75,80が当接して相互に弁7
8,83を開き、また、地中に埋まつているオー
ガ14の逆止弁78は、給水圧力によつて開かせ
ることができるように構成されている。
FIG. 8 shows an example of a structure for preventing backflow of water from the auger 14 in the present invention. As shown in A, a valve body 75 and a spring 7 are provided at the rear of the auger 14.
6 and a groove 77 are provided, and the pressure of the spring 76 is set to such an extent that it can be opened by the water supply pressure. Further, a valve 83 consisting of a valve body 80, a spring 81, and a groove 82 is also provided on the mounting cylinder 55 provided on the receiving plate 54, and the valve body 80 is made to extend. At the time of auger setting, as shown in B, the valve bodies 75 and 80 come into contact with each other and the valve 7
8 and 83, and the check valve 78 of the auger 14, which is buried underground, is configured to be opened by water supply pressure.

この構成において、オーガ14の継足しのた
め、地中に埋まつている最後部のオーガから回転
チヤツク装置17を離して横穴掘削装置4を引き
上げる際にも、オーガ14の通水孔50に蓄えら
れている水は、逆止弁78の作用によつて縦穴2
内に漏出しないから、地上でオーガ14を回転チ
ヤツク装置17に継足して再度穴底に降下させて
オーガ14の継足しを行い、給水ポンプ67を作
動させてオーガ14への給水を行う場合、オーガ
14内の通水孔50は前回供給した水で満されて
いるので、ただちに先端オーガより水を噴出させ
ることができ、能率が向上する。また、オーガ1
4から縦穴2内に水が逆流することがないので、
縦穴2内が水びたしになることがなく、作業環境
の悪化が防止される。
In this configuration, even when the rotary chuck device 17 is released from the rearmost auger buried in the ground to replenish the auger 14 and the horizontal hole drilling device 4 is pulled up, water is stored in the water passage hole 50 of the auger 14. The water flowing into the vertical hole 2 is drained by the action of the check valve 78.
Since there is no leakage into the auger 14, when the auger 14 is added to the rotary chuck device 17 on the ground and lowered to the bottom of the hole again to add the auger 14, and the water supply pump 67 is operated to supply water to the auger 14, Since the water passage hole 50 in the auger 14 is filled with the previously supplied water, water can be immediately jetted out from the tip of the auger, improving efficiency. Also, auger 1
Since water will not flow back into the vertical hole 2 from 4,
The inside of the vertical hole 2 is not flooded with water, and deterioration of the working environment is prevented.

また、本実施例においては、回転チヤツク装置
17側の取付け筒55に設けている弁83の働き
により、オーガ14を回転チヤツク装置17から
離している時に、横穴掘削装置4や給水ホース7
1内に残つている水が取付け筒55から漏出する
ことがないので、前記能率向上効果と、作業環境
悪化防止効果が助長される。
In addition, in this embodiment, by the function of the valve 83 provided in the mounting tube 55 on the side of the rotary chuck device 17, when the auger 14 is separated from the rotary chuck device 17, the horizontal hole drilling device 4 and the water supply hose 7
Since the water remaining in the mounting tube 55 does not leak out from the mounting tube 55, the efficiency improvement effect and the effect of preventing deterioration of the working environment are further enhanced.

以上本発明を実施例により説明したが、本発明
は既設のマンホール等の縦穴や溝内に据置き式あ
るいは昇降式に設置するものや、オーガを自動的
に継足して掘削を行なう場合にも適用でき、また
各構成部材の構造、組合わせ等について、本発明
の要旨を逸脱しない範囲で種々の変更、付加が可
能である。
Although the present invention has been described above with reference to embodiments, the present invention can also be applied to equipment that is installed in a vertical hole or trench such as an existing manhole in a stationary or elevating manner, or when excavation is performed by automatically adding an auger. Various modifications and additions can be made to the structure, combination, etc. of each component without departing from the gist of the present invention.

(発明の効果) 以上述べたように、本発明においては、オーガ
の中心に通水孔を貫設し、オーガの継足し部と、
オーガと前記回転チヤツク装置の取付け筒との間
にシールリングを介在させ、先端のオーガの掘削
ビツトに水の噴出口を設け、かつ、給水源からの
水を前記オーガ内に供給する通路を、前記回転駆
動装置および回転チヤツク装置に設けたので、掘
削対象が粘土質である場合にも、オーガ周囲の土
質を軟弱化しながら掘削が行なわれるので、オー
ガを直進させて掘削を行なうことが可能となる。
従つて、オーガが曲げられて目標からずれること
がなくなる。
(Effects of the Invention) As described above, in the present invention, a water passage hole is provided through the center of the auger, and the connecting part of the auger and
A seal ring is interposed between the auger and the mounting tube of the rotary chuck device, a water spout is provided in the drilling bit of the auger at the tip, and a passage is provided for supplying water from a water supply source into the auger. Since it is installed in the rotary drive device and the rotary chuck device, even if the target to be excavated is clay, the soil around the auger can be softened while excavation is carried out, making it possible to move the auger straight ahead for excavation. Become.
Therefore, the auger will not be bent and deviated from the target.

また、各オーガの継足し部や回転チヤツク装置
のオーガ取付け部にシールリングを設けたので、
これらの部分からの給水の漏洩がなく、先端掘削
ビツトから有効に給水できる。
In addition, seal rings are provided at the joints of each auger and at the auger attachment part of the rotary chuck device.
There is no leakage of water supply from these parts, and water can be effectively supplied from the tip drilling bit.

また、オーガに逆止弁を設けたので、オーガ継
足し作業の際に、地中に埋まつているオーガの通
水孔にある水が縦穴内に逆流することがなく、次
の回のオーガ先端からの水の噴出がすみやかに行
われるので、能率よく掘削でき、しかも縦穴内が
水びたしになることがなく、作業環境の悪化が防
止できる。
In addition, a check valve is installed on the auger, so when adding the auger, the water in the auger's water hole buried underground will not flow back into the vertical hole, and the next time the auger will be refilled. Since water is ejected quickly from the tip, it is possible to excavate efficiently, and the inside of the vertical hole is not flooded with water, which prevents deterioration of the working environment.

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

第1図は本発明による横穴掘削装置の一実施例
を示す側面断面図、第2図は該実施例の正面断面
図、第3図は該実施例の横穴掘削装置の平面断面
図、第4図は該実施例の回転駆動装置の側面断面
図、第5図は該実施例のオーガ先端の掘削ビツト
の構造を示す断面図、第6図は該掘削ビツトの作
用説明に供する断面図、第7図は該実施例の回転
チヤツク装置の正面図、第8図A,Bは本発明に
おけるオーガ尾端部およびオーガ取付け用取付け
筒の他の例を、それぞれ分離、結合状態で示す断
面図である。
FIG. 1 is a side sectional view showing one embodiment of a horizontal hole drilling apparatus according to the present invention, FIG. 2 is a front sectional view of the embodiment, FIG. 3 is a plan sectional view of the horizontal hole drilling apparatus of the embodiment, and FIG. 5 is a sectional view showing the structure of the excavation bit at the tip of the auger of the embodiment, FIG. 6 is a sectional view for explaining the operation of the excavation bit, and FIG. FIG. 7 is a front view of the rotary chuck device of this embodiment, and FIGS. 8A and 8B are cross-sectional views showing other examples of the auger tail end and the auger mounting tube of the present invention in separated and combined states, respectively. be.

Claims (1)

【特許請求の範囲】 1 オーガの回転駆動装置に設けた回転チヤツク
装置により継足し式オーガを把持し、前記回転駆
動装置をガイド枠上にて往復させると共に、オー
ガを継足しながら横穴を掘削する装置において、
オーガの中心に通水孔を貫設し、オーガの継足し
部と、オーガと前記回転チヤツク装置の取付け筒
との間にシールリングを介在させ、先端のオーガ
の掘削ビツトに水の噴出口を設け、かつ、給水源
からの水を前記オーガ内に供給する通路を、前記
回転駆動装置および回転チヤツク装置に設けると
共に、前記オーガは、その尾端部に逆止弁を有す
るものでなることを特徴とする給水式横穴掘削装
置。 2 前記取付け筒は、オーガとの結合により開く
弁を有するものでなることを特徴とする特許請求
の範囲第1項記載の給水式横穴掘削装置。
[Scope of Claims] 1. An additional type auger is gripped by a rotary chuck device provided on an auger rotation drive device, and the rotation drive device is reciprocated on a guide frame, and a horizontal hole is excavated while adding the auger. In the device,
A water passage hole is provided through the center of the auger, a seal ring is interposed between the auger joint and the mounting tube of the rotary chuck device, and a water spout is provided at the cutting bit of the auger at the tip. and a passage for supplying water from a water supply source into the auger is provided in the rotary drive device and the rotary chuck device, and the auger has a check valve at its tail end. Characteristic water supply type horizontal hole drilling equipment. 2. The water supply type horizontal hole drilling apparatus according to claim 1, wherein the mounting tube has a valve that opens when coupled with an auger.
JP19527987A 1987-08-06 1987-08-06 Feedwater type cave excavator Granted JPS6439490A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19527987A JPS6439490A (en) 1987-08-06 1987-08-06 Feedwater type cave excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19527987A JPS6439490A (en) 1987-08-06 1987-08-06 Feedwater type cave excavator

Publications (2)

Publication Number Publication Date
JPS6439490A JPS6439490A (en) 1989-02-09
JPH0534474B2 true JPH0534474B2 (en) 1993-05-24

Family

ID=16338517

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19527987A Granted JPS6439490A (en) 1987-08-06 1987-08-06 Feedwater type cave excavator

Country Status (1)

Country Link
JP (1) JPS6439490A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2761231B2 (en) * 1989-02-13 1998-06-04 日本電信電話株式会社 Fluid ejection side hole drilling rig
DE102007055929B4 (en) * 2007-01-23 2015-05-21 Denso Corporation Method and device for producing a fuel pump

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5488001U (en) * 1977-11-29 1979-06-21
JPS6180882U (en) * 1984-11-01 1986-05-29

Also Published As

Publication number Publication date
JPS6439490A (en) 1989-02-09

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