JPS5936080B2 - underground hole drilling equipment - Google Patents
underground hole drilling equipmentInfo
- Publication number
- JPS5936080B2 JPS5936080B2 JP5697680A JP5697680A JPS5936080B2 JP S5936080 B2 JPS5936080 B2 JP S5936080B2 JP 5697680 A JP5697680 A JP 5697680A JP 5697680 A JP5697680 A JP 5697680A JP S5936080 B2 JPS5936080 B2 JP S5936080B2
- Authority
- JP
- Japan
- Prior art keywords
- cylinder
- outer cylinder
- fitted
- rotary blade
- excavation
- 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
Links
- 238000005553 drilling Methods 0.000 title description 12
- 239000011435 rock Substances 0.000 claims description 21
- 238000009412 basement excavation Methods 0.000 claims description 16
- 239000004576 sand Substances 0.000 claims description 7
- 230000005540 biological transmission Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 4
- 238000012937 correction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000003384 imaging method Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【発明の詳細な説明】
本発明はヒユーム管などを埋設するため、河川や道路の
地下に長尺な地中孔を穿つために用いられる地中孔掘削
装置に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an underground hole drilling device used for boring a long underground hole under a river or road in order to bury a humid pipe or the like.
従来からこの種装置として用いられているものは多種あ
るが、第1図にも示されているように二重管式のものが
あり、その既知構成は外筒1内にベアリング2を介して
回転内筒3を回転自在に軸承し、この回転内筒3の先端
に固着した環状(ロ)転回4が、外筒の先端録力・ら突
出していると共に、同回転刃4の外径を外筒1の外径と
同等以上に形成したものである。There are many types of devices that have been used in the past as this type of device, but as shown in FIG. A rotary inner cylinder 3 is rotatably supported, and an annular (b) rotary member 4 fixed to the tip of the rotary inner cylinder 3 protrudes from the tip of the outer cylinder and also extends the outer diameter of the rotary blade 4. It is formed to have an outer diameter equal to or greater than the outer diameter of the outer cylinder 1.
そして上記回転内筒3には回転力を付与してこれにより
回転する環状回転刃4によって、地中の土砂を掘削しな
から外筒2に対し押圧力を与えて、当該装置全体を前進
させて行くのであるが、特に岩盤地帯を掘進させていく
場合や硬質の岩石に遭遇した際には、環状回転刃4が損
傷し、このため目刃4を交換修理しなければならなくな
り、この結果掘削工事の長時間にわたる中断を余儀なく
されるといった事態が生じたり、当該岩石を切削して掘
進するために、可成りの時間をかけなげればならないと
と′−なり、このため指定の工期を待遇するといったこ
とが頻発している。Then, a rotational force is applied to the rotating inner cylinder 3, and the rotating annular rotary blade 4 excavates earth and sand underground, and then applies a pressing force to the outer cylinder 2, thereby moving the entire device forward. However, especially when digging through rocky areas or encountering hard rocks, the annular rotary blade 4 may be damaged and the blade 4 must be replaced and repaired. Situations may arise in which excavation work is forced to be interrupted for a long period of time, or a considerable amount of time is required to cut and excavate the rock in question. There are many cases where people are treated poorly.
また上記のような岩石との遭遇によって、単に掘進が停
滞するだけでなく、掘進方向が不本意に変化してしまい
目的とする掘削終端から大巾にずれた穿孔となってしま
うなどの欠陥があった。In addition, encounters with rocks such as those described above not only stop the excavation, but also cause defects such as an involuntary change in the direction of excavation, resulting in a hole that is far off from the intended end of the excavation. there were.
本発明はこのような難点に鑑み検討の結果、工期の短縮
化を保証できると共に、掘進方向の適切な修正を手軽に
行ない得るものを提供しようとするもので、これを図示
の実施例によって詳記すれば、前記従来例につき説示し
た構成は全く同じであるが、第1図にあって外筒1のテ
ール開口部5近傍(Cは、その内壁から半径方向に所望
数の押当部6が突設されており、同筒6の前端側には外
筒1の径方向に端板7が固設され、同板7の中央部には
土砂排出口8と、その左右に随時岩石破砕機9を着脱自
在に取付けるだめの取付口10.10が開設しである。As a result of studies in view of these difficulties, the present invention aims to provide a system that can guarantee shortening of the construction period and that can easily make appropriate corrections in the direction of excavation. In other words, although the configuration described in the conventional example is exactly the same, in FIG. An end plate 7 is fixed on the front end side of the cylinder 6 in the radial direction of the outer cylinder 1, and an earth and sand discharge port 8 is provided in the center of the plate 7, and a rock crushing port is provided on the left and right sides of the end plate 7. A mounting opening 10.10 for attaching and detaching the machine 9 is open.
さらにこの端板7の前端側に固定した固定内筒11は回
転内筒3に内嵌されて、同筒3の開口部より内側まで延
出しており、上記固定内筒11が固定されている基端部
11′の前端側には油圧モータ等による動力源12.1
2・・・・・・が固設され、その動力はギヤー、チェー
ン等の伝動機構13を介して、前記回転力を回転内筒3
の基端部に伝達している。Further, a fixed inner cylinder 11 fixed to the front end side of the end plate 7 is fitted into the rotary inner cylinder 3 and extends inside the opening of the same cylinder 3, to which the fixed inner cylinder 11 is fixed. A power source 12.1 such as a hydraulic motor is provided on the front end side of the base end 11'.
2... is fixedly installed, and the power is transmitted to the rotating inner cylinder 3 through a transmission mechanism 13 such as a gear or chain.
It is transmitted to the proximal end of.
こくで岩石破砕機9としてはステニックハンマの商品名
で知られている流体圧利用式の破砕・・ンマを用いるの
がよく、これは主シリンダ14からこれに内嵌のビット
杆15が長手方向に伸縮自在であり、先端ビット16が
油圧によって高速な長手方向への振動をするよう構成さ
れたもので、先端ビット16の当該振動によって岩石等
を破砕し得るものである。As the rock crusher 9, it is preferable to use a hydraulic type crushing machine known under the trade name Stenic Hammer, in which a bit rod 15 fitted inside the main cylinder 14 is inserted into the main cylinder 14 in a longitudinal direction. The tip bit 16 is configured to vibrate in the longitudinal direction at high speed using hydraulic pressure, and the vibration of the tip bit 16 can crush rocks and the like.
さらに図示の破砕ハンマにあっては、予め第3図に示す
如き取付枠体17を装着しておくのが望ましく、同枠体
17は、前記取付口10.10に対して破砕ハンマを取
着するための主枠18と、これに上下の軸ピン19.1
9’により左右へ回動自在なるよう枢支された内装枠2
0と、囲枠20の縦枠片21.21’に設けられた軸ピ
ン22゜22′とか°らなり、同ピンによって破砕ハン
マの主シリンダ14が土工方向へ回動自在なるよう枢支
されているから、結局同ハンマは、その先端ビット16
を所望の方向へ指向させることができるのであり、図中
23図は主枠18に穿設した取付孔を示している。Further, it is preferable that the illustrated crushing hammer is equipped with a mounting frame 17 as shown in FIG. 3 in advance. main frame 18 for
Interior frame 2 pivoted to be able to rotate left and right by 9'
0 and shaft pins 22 and 22' provided on the vertical frame pieces 21 and 21' of the surrounding frame 20, by which the main cylinder 14 of the crushing hammer is pivotally supported so as to be rotatable in the earthwork direction. Therefore, the same hammer ended up with a bit of 16 at its tip.
23 in the figure shows a mounting hole drilled in the main frame 18.
次に本発明では別途掘削方向調整環体24を具備してお
り、これは掘削方向へ突設した嵌合環部25と逆方向へ
突設した連結部26と、嵌合環部25内に固設した油圧
ジヤツキ27.27・・・・・・とからなり、同ジヤツ
キは周方向に所定間隔だけ離して所望数段げられている
。Next, in the present invention, an excavation direction adjustment ring body 24 is separately provided, and this includes a fitting ring part 25 protruding in the excavation direction, a connecting part 26 protruding in the opposite direction, and a connecting part 26 in the fitting ring part 25. It consists of fixed hydraulic jacks 27, 27, .
そして上記嵌合環部25は前記外筒1のテール開口部5
内に摺動自在なるよう遊嵌されると共に、第1図に示す
如く図示の連結部26は断面コ字状の溝形に形成し、当
該用溝26′に、掘削剤の地中孔へ嵌合した先頭のヒユ
ーム管等埋設管体28を嵌合させるようになっており、
しかも前記の油圧ジヤツキ27.27・・・・・・・・
・を稼動させることにより、その・作動杆27′が前記
外筒1の押当部6に押当するようになっている。The fitting ring portion 25 is connected to the tail opening 5 of the outer cylinder 1.
As shown in FIG. 1, the illustrated connecting portion 26 is formed into a groove with a U-shaped cross section, and the connecting portion 26 is fitted into the groove 26' so as to be slidable therein. The fitted top buried pipe body 28 such as a hume pipe is fitted,
Moreover, the aforementioned hydraulic jack 27.27...
By operating the actuating rod 27', the actuating rod 27' comes into contact with the abutting portion 6 of the outer cylinder 1.
そこで上記のものを用いて地中孔を掘進するには、動力
源12.12・・・・・・の稼動による回転内筒3への
回転力付与により環状回転刃4を回転させると共に、外
筒1には前記埋設管体28への外部からの外力付与によ
り、掘削方向調整環体24を介して当該外力を伝達させ
、これにより外筒1を前進させる二とにより、環状回転
刃4により掘削された地中の土砂を固定内筒3内まで取
込み、当該土砂は所望手段によって土砂排出口8から埋
設管体28を介して外部へ排出されるのである。Therefore, in order to excavate an underground hole using the above-mentioned device, the annular rotary blade 4 is rotated by applying rotational force to the rotary inner cylinder 3 by the operation of the power source 12, 12, and the outer cylinder is rotated. By applying an external force to the buried pipe body 28 from the outside, the external force is transmitted to the cylinder 1 via the excavation direction adjustment ring 24, thereby moving the outer cylinder 1 forward. Excavated underground earth and sand are taken into the fixed inner cylinder 3, and the earth and sand are discharged to the outside from the earth and sand discharge port 8 via the buried pipe body 28 by a desired means.
そして上記の如き穿孔掘削を行なっている際、環状回転
刃4により掘削すべき切羽に、岩石が露呈したことを目
視または環状回転刃4の作動状態などから確認したなら
ば、穿孔掘進の稼動を停止し、前記岩石破砕機9の取付
枠体17を端板7の取付口10.10に取着して、その
先端ビット16を切羽に指向させ、常法により当該破砕
機9を稼動操作して、ビット杆15を上記岩石に押当す
るまで伸長させ、先端ビット16の高速撮動によって当
該岩石を破砕するのである。When drilling a hole as described above, if it is confirmed visually or from the operating state of the annular rotary blade 4 that rocks are exposed at the face to be excavated by the annular rotary blade 4, the operation of drilling is stopped. The rock crusher 9 is stopped, the mounting frame 17 of the rock crusher 9 is attached to the mounting opening 10.10 of the end plate 7, the tip bit 16 is directed toward the face, and the rock crusher 9 is operated in the usual manner. Then, the bit rod 15 is extended until it is pressed against the rock, and the rock is crushed by high-speed imaging of the tip bit 16.
このようにして破砕作業が終ったならば、同破砕機9を
取外して、当初の環状回転刃4による穿孔掘削の前進を
再開するのである。When the crushing work is completed in this way, the crusher 9 is removed and the original forward drilling of the hole by the annular rotary blade 4 is resumed.
そしてこのような穿孔掘進に際し、若し外筒1の掘進方
向が、目標方向に対し変向状態となったときは掘進を停
止し、前記の油圧ジヤツキ27゜27・・・・・・中所
望のものを稼動することによって、その作動杆27′を
外筒1の押当部6に押当せしめるのであり、かくして例
えば上向きに変向した外筒1を上側の油圧ジヤツキの稼
動による作動杆27′の伸出により下向きに変向させる
など、掘進方向を目標方向へ是正変向させる作業を行な
い、当該方向調整後掘進作業を再開すればよい。During such drilling, if the direction of drilling of the outer cylinder 1 changes with respect to the target direction, the drilling is stopped and the hydraulic jack 27° 27... By operating the upper hydraulic jack, the operating rod 27' is pressed against the abutment part 6 of the outer cylinder 1, and thus, for example, the outer cylinder 1, which has been turned upward, is pressed against the operating rod 27' by operating the upper hydraulic jack. What is necessary is to correct the direction of excavation toward the target direction, such as by changing the direction downward by extending ``, and restart the excavation operation after adjusting the direction.
本発明は上記実施例によって具現される通り外筒1内に
回転内筒3を回転自在に軸承し、この回転内筒3の基端
側には、外筒1側に固定した油圧モータ等の動力源12
より伝動機構13を介して回転力を付与すると共に、同
内筒3の先端に固着した環状回転刃4を、外筒1の先端
部から突出させ、かつ同回転刃4の外径を外筒1の外径
と同等以上に形成し、外筒1の基端側の径方向に固設さ
れた端板7には土砂排出口8と岩石破砕機9を着脱自在
に装着するための取付口10を開口し、外筒1にはその
テール開口部5近傍にあって内壁より押当部6を突設し
、このテール開口部5には掘削方向調整環体24の嵌合
環部25を着脱自在に内嵌し、当該調整環体24には先
頭のヒユーム管等埋設管体28に被嵌される連結部26
と、作動杆27′が前記押当部6に押当自在な複数の油
圧ジヤツキ27とを設けて構成したから、穿孔掘進中に
岩石などと遭遇し、た際には岩石破砕機9を取着して稼
動できることになり、従って岩石を環状回転刃4により
掘削することなく、これを破砕してしまった後、穿孔掘
進を再開することができ、この結果作業能率を向上でき
るのはもちろん、環状回転刃4を岩石により摩耗したり
損傷してしまい、その交換や修理のために工事を長期に
わたり中断してしまうといったことがなくなり、この点
からも大巾な工期の短縮を保証することが可能となる。As embodied in the above embodiment, the present invention rotatably supports a rotary inner cylinder 3 in an outer cylinder 1, and a hydraulic motor or the like fixed to the outer cylinder 1 is mounted on the base end side of the rotary inner cylinder 3. Power source 12
At the same time, a rotational force is applied through the transmission mechanism 13, and the annular rotary blade 4 fixed to the tip of the inner tube 3 is made to protrude from the tip of the outer tube 1, and the outer diameter of the rotary blade 4 is adjusted to the outer diameter of the outer tube. An end plate 7 formed to have an outer diameter equal to or larger than the outer diameter of the outer cylinder 1 and fixed in the radial direction on the proximal end side of the outer cylinder 1 has a mounting hole for detachably mounting an earth and sand discharge port 8 and a rock crusher 9. 10 is opened, and the outer cylinder 1 has a pressing part 6 protruding from the inner wall near the tail opening 5, and the fitting ring part 25 of the excavation direction adjusting ring 24 is attached to the tail opening 5. A connection part 26 is removably fitted into the adjustment ring body 24 and is fitted into the leading buried pipe body 28 such as a hume pipe.
Since the operating rod 27' is provided with a plurality of hydraulic jacks 27 that can be freely pressed against the pressing portion 6, it is possible to remove the rock crusher 9 if rocks or the like are encountered during drilling. Therefore, after crushing the rock without excavating it with the annular rotary blade 4, drilling can be resumed, which of course improves work efficiency. This eliminates the possibility of the annular rotary blade 4 being worn or damaged by rocks and requiring long-term interruptions in construction for replacement or repair, and from this point of view, it is possible to guarantee a significant reduction in the construction period. It becomes possible.
さらに上記岩石との遭遇その他の原因によって、外筒1
の掘進方向が不本意に変更した際にも、複数の油圧ジヤ
ツキ2γを具備した掘削方向調整環体24を埋設管体2
8と外筒1との間に介装しであるので、所望の油圧ジヤ
ツキを稼動することにより、極めて短時間に変向の是正
を行なうことができ、このため掘進すべき地中孔の目標
地点から大きくずれた穿孔とならないように、手軽な操
作で微調整ができ、工事の精度を向上させることができ
る。Furthermore, due to encounters with the above rocks and other causes, the outer cylinder 1
Even when the excavation direction of the buried pipe 2 changes unexpectedly, the excavation direction adjustment ring 24 equipped with a plurality of hydraulic jacks 2γ
8 and the outer cylinder 1, it is possible to correct the direction change in an extremely short time by operating the desired hydraulic jack. Fine adjustments can be made with simple operations to avoid drilling holes that are far off-center, improving the accuracy of construction work.
第1図は本発明に係る地中孔掘削装置の使用状態を示し
た縦断側面図、第2図は同装置の端板部分を縦断した背
面図、第3図は同端板に取着自在な岩石破砕機の取付枠
体を示した正面図である。
1・・・外筒、計・・回転内筒、4・・・環状回転刃、
5・・・テール開口部、6・・・押当部、7・・・端板
、8・・・土砂排出口、9・・・岩石破砕機、10・・
・取付口、24・・・掘削方向調整環体、25・・・嵌
合環部、26・・・連結部、27・・・油圧ジヤツキ、
27′・・・作動杆、28・・・埋設管体。Fig. 1 is a longitudinal side view showing the use of the underground hole drilling equipment according to the present invention, Fig. 2 is a vertical cross-sectional rear view of the end plate portion of the equipment, and Fig. 3 is a vertically sectional view showing how the equipment can be attached to the end plate. FIG. 3 is a front view showing the mounting frame of the rock crusher. 1... Outer cylinder, Meter... Rotating inner cylinder, 4... Annular rotating blade,
5... Tail opening, 6... Pushing part, 7... End plate, 8... Sediment discharge port, 9... Rock crusher, 10...
・Mounting port, 24... Excavation direction adjusting ring, 25... Fitting ring, 26... Connecting part, 27... Hydraulic jack,
27'... Operating rod, 28... Buried pipe body.
Claims (1)
筒の基端側には、外筒側に固定した油圧モータ等の動力
源より伝動機構を介して回転力を付与すると共に、同内
筒の先端に固着した環状回転刃を、外筒の先端縁から突
出させ、かつ同回転刃の外径を外筒の外径と同等以上に
形成し、外筒の基端側の径方向に固設された端板には土
砂排出口と岩石破砕機を着脱自在に装着するための取付
口を開口し、外筒にはそのテール開口部近傍にあって内
壁より押当部を突設し、このテール開口部には掘削方向
調整環体の嵌合環部を着脱自在に内嵌し、当該調整環体
には先頭のヒユーム管等埋設管体に被嵌される連結部と
、作動杆が前記押当部に押圧自在な複数の油圧ジヤツキ
とが設けられていることを特徴とする地中孔掘削装置。1. A rotating inner cylinder is rotatably transmitted inside the outer cylinder, and rotational force is applied to the proximal end of the rotating inner cylinder via a transmission mechanism from a power source such as a hydraulic motor fixed to the outer cylinder. , an annular rotary blade fixed to the tip of the inner tube is made to protrude from the tip edge of the outer tube, and the outer diameter of the rotary blade is equal to or larger than the outer diameter of the outer tube, and The end plate fixed in the radial direction has a sand discharge port and a mounting port for removably attaching the rock crusher, and the outer cylinder has a holding part near the tail opening and a pressing part from the inner wall. A fitting ring part of an excavation direction adjusting ring body is removably fitted into the tail opening, and a connecting part to be fitted to a buried pipe body such as a leading hume pipe is fitted into the tail opening. An underground hole excavation device characterized in that a plurality of hydraulic jacks are provided, the operating rods of which can press freely against the abutting portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5697680A JPS5936080B2 (en) | 1980-04-28 | 1980-04-28 | underground hole drilling equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5697680A JPS5936080B2 (en) | 1980-04-28 | 1980-04-28 | underground hole drilling equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS56153096A JPS56153096A (en) | 1981-11-26 |
| JPS5936080B2 true JPS5936080B2 (en) | 1984-09-01 |
Family
ID=13042540
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5697680A Expired JPS5936080B2 (en) | 1980-04-28 | 1980-04-28 | underground hole drilling equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5936080B2 (en) |
-
1980
- 1980-04-28 JP JP5697680A patent/JPS5936080B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS56153096A (en) | 1981-11-26 |
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