JPS6139025Y2 - - Google Patents
Info
- Publication number
- JPS6139025Y2 JPS6139025Y2 JP17746081U JP17746081U JPS6139025Y2 JP S6139025 Y2 JPS6139025 Y2 JP S6139025Y2 JP 17746081 U JP17746081 U JP 17746081U JP 17746081 U JP17746081 U JP 17746081U JP S6139025 Y2 JPS6139025 Y2 JP S6139025Y2
- Authority
- JP
- Japan
- Prior art keywords
- sand
- conveyor
- earth
- excavation
- guide
- 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
- 239000004576 sand Substances 0.000 claims description 30
- 238000009412 basement excavation Methods 0.000 claims description 28
- 239000002689 soil Substances 0.000 claims description 4
- 230000007246 mechanism Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【考案の詳細な説明】
本考案は、埋設管に先行させて地中掘削させる
掘削刃の背部に、掘削土砂の取込み空間を設け、
掘削土砂を前記取込み空間から掘削装置本体の後
方に搬送させるスクリユーコンベアを、その受入
口が前記取込み空間内に位置する状態で設け、掘
削土砂を前記受入口に持ち上げ供給させる搬送体
を、前記スクリユーコンベアの周りで駆動回転さ
せる状態で設けた地中掘削装置に関し、簡単な改
造により、搬送体からスクリユーコンベアの土砂
供給を、搬送体とコンベアの間における土砂かみ
込みを防止しながら効率よく行わせれるように
し、さらには、それに起因するコンベア受入口の
土砂による閉塞問題をも構造簡単な構成により解
消できるようにすることを目的とする。[Detailed description of the invention] This invention provides a space for taking in excavated soil on the back of the excavation blade that excavates underground before the buried pipe.
A screw conveyor for conveying the excavated earth and sand from the intake space to the rear of the excavation equipment main body is provided with its reception port located in the intake space, and a conveyor for lifting and supplying the excavated earth and sand to the reception opening is provided. Regarding the underground excavation equipment installed in a state where it is driven and rotated around the screw conveyor, by simple modification, the earth and sand can be supplied from the conveyor to the screw conveyor more efficiently while preventing the entanglement of earth and sand between the conveyor and the conveyor. It is an object of the present invention to enable the conveyor to be carried out frequently, and also to solve the problem of clogging of the conveyor receiving port due to sand and sand with a simple structure.
次に本考案の実施の態様を例示図に基いて説明
する。 Next, embodiments of the present invention will be explained based on illustrative drawings.
第1図に示すように、地中掘削装置1の本体の
後部に、ヒユーム管、鋼管、鋳鉄管等の埋設すべ
き管体2を順次連結すると共に、最後部の管体2
を基台3に支持させ、又、地中掘削装置1の掘削
土砂を本体の後方に搬送させるスクリユーコンベ
ア4の後部に、前記管体2毎に内装したスクリユ
ーコンベア形成用単位体5を順次運動連結すると
共に、最後部のコンベア形成用単位体5を、前記
基台3の駆動装置6による駆動自在なスクリユー
コンベア7に連動連結し、これらを油圧ジヤツキ
8により前進させ、掘削装置1に埋設管2…に先
行しての地中掘削を行わせると共に、掘削土砂を
前記スクリユーコンベア7の排出口9から取出
し、管体2…による一連の配管を地中埋設するよ
うにしてある。 As shown in FIG. 1, the pipe bodies 2 to be buried, such as humid pipes, steel pipes, and cast iron pipes, are sequentially connected to the rear of the main body of the underground excavation equipment 1, and the rearmost pipe body 2
At the rear of the screw conveyor 4, which is supported on a base 3 and conveys the excavated soil of the underground excavation equipment 1 to the rear of the main body, a screw conveyor forming unit 5 is installed inside each tube body 2. The conveyor forming unit 5 at the rear end is connected to the screw conveyor 7 which can be freely driven by the drive device 6 of the base 3, and these are advanced by the hydraulic jack 8, and the excavation equipment 1 is moved forward by the hydraulic jack 8. The underground excavation is performed in advance of the buried pipes 2..., and the excavated earth and sand is taken out from the discharge port 9 of the screw conveyor 7, and a series of pipes formed by the pipe bodies 2... are buried underground. .
前記地中掘削装置1は、次の如く構成してあ
る。 The underground excavation apparatus 1 is constructed as follows.
すなわち、第2図ないし第4図に示すように、
掘削装置本体10の軸芯周りで回動駆動される1
個のセンター用掘削刃11、及び複数個のサイド
用掘削刃12…により掘削され、掘削土砂が掘削
刃11,12の取付部材13aと、それに付設の
板体13bとの隙間S、及び、前記板体13bに
形成してある複数個の円弧状貫通孔14…から前
記掘削刃11,12の背部に配設してある空間1
5に取込まれ、前記スクリユーコンベア4の周り
で回動駆動される複数枚の搬送体16…により前
記取込み空間15の上部り持ち上げられてスクリ
ユーコンベア4の受入口4aに落下供給されるよ
うにしてある。 That is, as shown in Figures 2 to 4,
1 that is rotationally driven around the axis of the drilling equipment main body 10
The excavated earth and sand are excavated by a plurality of center excavation blades 11 and a plurality of side excavation blades 12, and the excavated soil is removed from the gap S between the mounting member 13a of the excavation blades 11, 12 and the attached plate 13b, and the above-mentioned A plurality of circular arc-shaped through holes 14 formed in the plate body 13b lead to a space 1 provided at the back of the excavating blades 11 and 12.
5, is lifted up from the upper part of the intake space 15 by a plurality of transport bodies 16 that are rotationally driven around the screw conveyor 4, and is then dropped and supplied to the receiving port 4a of the screw conveyor 4. It's like this.
尚、前記掘削刃11,12を駆動するに、前記
掘削刃取付部材13aを掘削装置本体10に取付
けてある回転筒状体17を、回転筒軸18、及
び、この回転筒軸18の後端側に付設してあるギ
ア19を介して3個の減速機構付油圧モータ20
…夫々のピニオンギア21に連動させて、3個の
モータ20…により掘削刃取付部材13aを駆動
するようにしてある。又、前記搬送体16は、前
記筒状体17及び掘削刃取付部材13aに連設し
てあり、前記モータ20により駆動するようにし
てある。 In order to drive the excavation blades 11 and 12, the rotary cylindrical body 17, which has the excavation blade attachment member 13a attached to the excavation equipment main body 10, is connected to the rotary cylinder shaft 18 and the rear end of this rotary cylinder shaft 18. Three hydraulic motors 20 with reduction mechanisms are connected via gears 19 attached to the side.
The excavator blade attachment member 13a is driven by three motors 20 in conjunction with the respective pinion gears 21. Further, the conveying body 16 is connected to the cylindrical body 17 and the excavator blade attachment member 13a, and is driven by the motor 20.
前記土砂取込み空間15において、第4図に示
すように、前記搬送体16からの土砂をスクリユ
ーコンベア4の受入口4aに案内させるようスク
リユーコンベア4の筒体4bにブラケツト22を
介して回転自在に取付けたローラ製ガイド23a
と、コンベア筒体4bから延出させた板金製ガイ
ド23bを、前記受入口4aに対して搬送体16
が上昇する側と下降する側とに振り分け配設する
と共に、第5図に示すように、前記ローラ製ガイ
ド23aを、スクリユーコンベア4のスクリユー
4cからの摩擦伝動によりスクリユーコンベア4
の回転方向と反対方向に回転駆動されるように構
成し、もつて、搬送体16の回転内側端とコンベ
ア筒体4bの間に土砂かみ込みを防止するための
隙間を形成できるようにしながら、両ガイド23
a,23bの作用により、搬送体16からの土砂
の受入口4aに対する供給がこぼれ落ちない状態
で行われるように、かつ、回転するガイド23a
の強制移送による崩し作用により、土砂の両ガイ
ド23a,23bにわたるブリツジ現象が防止さ
れるように配慮してある。 In the earth and sand intake space 15, as shown in FIG. Freely installed roller guide 23a
Then, the sheet metal guide 23b extending from the conveyor cylindrical body 4b is inserted into the conveyor 16 with respect to the receiving opening 4a.
As shown in FIG.
is configured to be rotationally driven in a direction opposite to the rotational direction of the conveyor body 16, thereby forming a gap between the rotational inner end of the conveyor body 16 and the conveyor cylinder body 4b to prevent dirt from being entrapped. Both guides 23
a and 23b, the guide 23a rotates so that the supply of earth and sand from the conveyor 16 to the receiving port 4a is carried out without spilling.
It is designed to prevent the bridging phenomenon of earth and sand across both guides 23a and 23b due to the breaking action caused by the forced transfer of the earth and sand.
前記ローラ製ガイド23aをコンベア4により
駆動するに、第6図に示すように、ガイド23a
の取付ブラケツト22をコンベア筒体4bに対し
て枢支軸24周りで揺動自在に構成すると共に、
ローラ製ガイド23aをスクリユー4cに押圧付
勢するスプリング25を、ネジ26による付勢力
調整が可能な状態で設けると、ガイド23aをス
クリユー4cに対して常に適切な押圧状態で接触
させられ、駆動を一層スムーズかつ確実に行わせ
られる。又、第7図に示すように、ガイド23a
の回転支軸27とスクリユー軸4dを、伝動ケー
ス28に内装のギア機構により連動させると、ギ
アへの土砂付着によるトラブルのない状態で確実
な駆動を行わせられる。ローラ製ガイド23aは
金属製でよいが必要に応じてその表面をゴムで被
覆するようにしてもよい。 When the roller guide 23a is driven by the conveyor 4, as shown in FIG.
The mounting bracket 22 is configured to be swingable around the pivot shaft 24 with respect to the conveyor cylinder body 4b, and
If the spring 25 that biases the roller guide 23a against the screw 4c is provided in such a way that the biasing force can be adjusted using the screw 26, the guide 23a can always be brought into contact with the screw 4c in an appropriate pressing state, and the drive can be controlled. This can be done more smoothly and reliably. Moreover, as shown in FIG. 7, the guide 23a
When the rotating support shaft 27 and the screw shaft 4d are interlocked with each other by a gear mechanism built into the transmission case 28, reliable driving can be performed without any trouble caused by dirt adhering to the gears. The roller guide 23a may be made of metal, but its surface may be coated with rubber if necessary.
尚、第2図に示す主ターゲツト29、及び、副
ターゲツト30は、掘削装置1の掘削推進方向変
化を検出するために埋設管体2…の後方から望遠
鏡31により監視するためのものである。又、第
2図に示す油圧ジヤツキ32は、掘削装置本体1
0の前方側部分10aの後方側部分10bに対す
る連結角度を変更させて掘削推進方向を修正する
ためのものである。さらに、第2図に示す抵抗体
33は、油圧ジヤツキ34による揺動操作により
掘削装置本体10からの突出量を調整して、掘削
装置1の掘削推進方向を修正するためのものであ
る。 The main target 29 and the sub-target 30 shown in FIG. 2 are used to monitor the buried pipe bodies 2 from behind with a telescope 31 in order to detect changes in the direction of excavation propulsion of the excavation rig 1. Moreover, the hydraulic jack 32 shown in FIG.
This is for correcting the direction of excavation propulsion by changing the connection angle of the front side portion 10a of No. 0 with respect to the rear side portion 10b. Further, the resistor 33 shown in FIG. 2 is used to adjust the amount of protrusion from the excavation apparatus main body 10 by swinging the hydraulic jack 34 to correct the excavation driving direction of the excavation apparatus 1.
前記搬送体16は、配設枚数や具体形状が各種
異なるものに変更できる。 The conveyance body 16 can be changed to various types with different numbers and specific shapes.
また、ローラ製ガイド23aは受入口4aに対
して搬送体16が下降する側に、ガイド23bを
受入口4aに対して搬送体16が上昇する側に設
けてもよい。 Further, the roller guide 23a may be provided on the side where the transport body 16 descends with respect to the receiving port 4a, and the guide 23b may be provided on the side where the transport body 16 rises with respect to the receiving port 4a.
また、ガイド23bを設ければ、搬送体16か
らの土砂の受入口4aに対する供給がよりこぼれ
落ちない状態で行われるが、必要に応じてガイド
23bは省略することができる。 Further, if the guide 23b is provided, the supply of earth and sand from the conveyor 16 to the receiving port 4a is performed in a state where the earth and sand are not spilled, but the guide 23b can be omitted if necessary.
以上要するに、本考案は、冒記した地中掘削装
置において、前記搬送体16からの土砂を前記受
入口4aに案内させるガイド23aを設けると共
に、前記ガイド23aを駆動自在なローラから構
成した事を特徴とする。 In summary, the present invention provides the above-mentioned underground excavation device with a guide 23a that guides the earth and sand from the conveyor 16 to the receiving port 4a, and the guide 23a is composed of a freely drivable roller. Features.
つまり、ガイド23aを設けるだけの簡単な改
造を付加するだけで、その作用により、搬送体1
6からの土砂が受入口4aにその外部にこぼれ落
ちることなく確実に供給されるようになつた。ち
なみに、受入口4aへの土砂供給を確実に行わせ
る手段として、搬送体16の回転内側端をコンベ
ア4の筒体4bに接近させておくことが考えられ
るが、この場合、搬送体16とコンベア筒体4b
の間に土砂がかみ込み易くなる。ところが、上記
構成によれば、搬送体16の回転内側端とコンベ
ア筒体4bの間に比較的大なる隙間を形成でき、
土砂かみ込みを防止できる。又、粘性の高い土砂
が土砂取込み空間15に取込まれた場合、粘性の
高い土砂はスクリユーコンベア4内に入らず受入
口4a上に堆積して受入口4aを閉塞し、トラブ
ルを起しやすいが、ガイド23aを駆動自在なロ
ーラで形成することにより、その強制移送による
崩し作用によつて土砂が受入口4aを閉塞するの
を防止できる。ガイド23aをローラにすれば、
回転駆動するものであるから、実施例に示した如
き摩擦式やギア式等比較的構造簡単にできる駆動
構成でもつてスムーズに駆動でき、コスト面を有
利にしながら故障が生じにくいものにできる。も
つて、全体として、経済面を有利にしながら、か
つ、土砂かみ込みによる装置破損を生じにくくし
ながら、コンベア4への土砂供給を効率よくかつ
確実に行わせられ、土砂取出を円滑かつ迅速に行
えるようにできた。 In other words, by adding a simple modification such as providing the guide 23a, the conveyor 1
The earth and sand from 6 can now be reliably supplied to the receiving port 4a without spilling to the outside. Incidentally, as a means to ensure that the earth and sand are supplied to the receiving port 4a, it is conceivable to bring the rotating inner end of the conveyor 16 close to the cylindrical body 4b of the conveyor 4, but in this case, the conveyor 16 and the conveyor Cylindrical body 4b
It becomes easy for dirt to get caught in between. However, according to the above configuration, a relatively large gap can be formed between the rotational inner end of the conveyor 16 and the conveyor cylinder body 4b,
Prevents dirt and sand from getting entangled. Furthermore, if highly viscous earth and sand is taken into the earth and sand intake space 15, the highly viscous earth and sand will not enter the screw conveyor 4 and will accumulate on the receiving port 4a, blocking the receiving port 4a and causing trouble. Although it may be easy to do so, by forming the guide 23a with a freely drivable roller, it is possible to prevent earth and sand from clogging the receiving port 4a due to the breaking action caused by its forced transfer. If the guide 23a is a roller,
Since it is rotatably driven, it can be driven smoothly even with a relatively simple drive structure such as a friction type or gear type as shown in the embodiment, and it can be made less prone to failure while being advantageous in terms of cost. As a whole, the earth and sand can be efficiently and reliably supplied to the conveyor 4, and the earth and sand can be taken out smoothly and quickly, while being economically advantageous and making it difficult to cause damage to the equipment due to the encroachment of earth and sand. I was able to do it.
図面は本考案に係る地中掘削装置の実施の態様
を例示し、第1図は作業状態の側面図、第2図は
縦断面図、第3図は正面図、第4図は第2図の
−断面矢視図、第5図は第4図の−断面矢
視図、第6図はガイド取付部の別実施構造を示す
正面図、第7図はガイドに対する伝動構造の別実
施例を示す断面図である。
2…埋設管、4…スクリユーコンベア、4a…
受入口、10…掘削装置本体、11,12…掘削
刃、15…土砂取込み空間、16…搬送体、23
a…ガイド。
The drawings illustrate an embodiment of the underground excavation equipment according to the present invention, and FIG. 1 is a side view in a working state, FIG. 2 is a longitudinal sectional view, FIG. 3 is a front view, and FIG. FIG. 5 is a cross-sectional view of FIG. FIG. 2... Buried pipe, 4... Screw conveyor, 4a...
Receiving port, 10... Excavation device main body, 11, 12... Excavation blade, 15... Earth and sand intake space, 16... Transport body, 23
a...Guide.
Claims (1)
1,12の背部に、掘削土砂の取込み空間15を
設け、掘削土砂を前記土砂の取込み空間15から
掘削装置本体10の後方に搬送させるスクリユー
コンベア4を、その受入口4aが前記取込み空間
15内に位置する状態で設け、掘削土砂を前記受
入口4aに持ち上げ供給させる搬送体16を、前
記スクリユーコンベア4の周りで駆動回転させる
状態で設けた地中掘削装置であつて、前記搬送体
16からの土砂を前記受入口4aに案内させるガ
イド23aを設けると共に、前記ガイド23aを
駆動自在なローラから構成した事を特徴とする地
中掘削装置。 Excavation blade 1 that excavates underground in advance of buried pipe 2
A screw conveyor 4 is provided with an intake space 15 for excavated earth and sand at the back of the excavated earth and sand from the earth and sand intake space 15 to the rear of the excavation equipment main body 10, and its reception port 4a is connected to the intake space 15. The underground excavation equipment is provided with a conveyor 16 located inside the screw conveyor 4 and driven to rotate around the screw conveyor 4 for lifting and supplying excavated soil to the receiving port 4a, the conveyor 16 An underground excavation device characterized in that a guide 23a is provided for guiding the earth and sand from 16 to the receiving port 4a, and the guide 23a is constituted by a freely drivable roller.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17746081U JPS5880498U (en) | 1981-11-27 | 1981-11-27 | underground drilling equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17746081U JPS5880498U (en) | 1981-11-27 | 1981-11-27 | underground drilling equipment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5880498U JPS5880498U (en) | 1983-05-31 |
JPS6139025Y2 true JPS6139025Y2 (en) | 1986-11-10 |
Family
ID=29971363
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17746081U Granted JPS5880498U (en) | 1981-11-27 | 1981-11-27 | underground drilling equipment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5880498U (en) |
-
1981
- 1981-11-27 JP JP17746081U patent/JPS5880498U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS5880498U (en) | 1983-05-31 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3332249A (en) | Trench digging and refilling apparatus | |
US3429131A (en) | Pipeline trenching apparatus | |
US2239024A (en) | Posthole digger | |
US4301606A (en) | Apparatus for excavating a trench underneath a pipeline installed on the sea bottom | |
US2997276A (en) | Trench digging machine | |
US3834049A (en) | Trenching attachment for a tractor or the like | |
US6804903B1 (en) | Excavator with trenching attachment | |
JPS6139025Y2 (en) | ||
US6343663B1 (en) | Horizontal boring apparatus | |
US4116014A (en) | Excavating and pipeline installation system | |
EP0231414A1 (en) | Earth auger | |
US4371147A (en) | Vehicle mountable cable reel apparatus | |
US4583714A (en) | Vehicle mountable cable reel apparatus | |
JP4330966B2 (en) | Propulsion method to reduce pipe circumference friction | |
CN111097793A (en) | Soil turning and throwing device for in-situ remediation of surface-layer contaminated soil | |
US20230265720A1 (en) | Device for clearing a helix gap of an auger, and method for making a drilled hole | |
JPH10159127A (en) | Device and method to excavate deep groove on ground | |
JP2009114744A (en) | Auger device for excavating ditch | |
US6814161B1 (en) | Stakedown assembly for a horizontal directional drill | |
JP3022435B2 (en) | Drilling rig | |
US4232982A (en) | Excavating and pipeline installation system | |
JPS635546B2 (en) | ||
CN216381405U (en) | Intelligent supporting system of heading machine | |
CN113585380B (en) | Municipal administration road sewer pipeline construction equipment | |
US4329087A (en) | Excavating and pipeline installation system |