JPH06293417A - Transporting device for granular body - Google Patents
Transporting device for granular bodyInfo
- Publication number
- JPH06293417A JPH06293417A JP10367093A JP10367093A JPH06293417A JP H06293417 A JPH06293417 A JP H06293417A JP 10367093 A JP10367093 A JP 10367093A JP 10367093 A JP10367093 A JP 10367093A JP H06293417 A JPH06293417 A JP H06293417A
- Authority
- JP
- Japan
- Prior art keywords
- chute
- resistant blade
- transportation
- blade
- flow
- 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
- Chutes (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は削土、砂れき等の各種の
粒状体を対象に、落差を利用して輸送する粒状体の輸送
装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a granular material transport apparatus for transporting various granular materials such as soil and gravel by utilizing a drop.
【0002】[0002]
【従来の技術】山岳トンネルや山岳道路等の工事現場に
おいては、大量に発生する掘削土砂を低地へ輸送する方
法としては、 輸送区間に亘ってケーブルを配索し、ケーブルに垂下
させたバケットに削土を投入して輸送する、ケーブル輸
送方法 複数台のベルトコンベアを列設して輸送する、コンベ
ア輸送方法 削土をスラリー状に変換してからパイプ内を輸送する
スラリー輸送方法 輸送区間に亘って中空のシュートを配設し、シュート
内を流下させて輸送する方法 が知られている。2. Description of the Related Art At a construction site such as a mountain tunnel or a mountain road, a method of transporting a large amount of excavated soil to a lowland is to install a cable over a transportation section and use a bucket suspended from the cable. Cable transport method for loading and transporting soil, conveyor transport method for transporting multiple belt conveyors in a row Slurry transport method for converting soil into slurry and transporting it in pipes A method is known in which a hollow chute is provided and the chute is made to flow down and transported.
【0003】[0003]
【発明が解決しようとする問題点】前記した従来の輸送
技術には次のような問題点がある。The above-mentioned conventional transportation technology has the following problems.
【0004】<イ> ケーブル輸送方法にあっては、断
続輸送となって輸送効率が低いうえに、設置に長時間を
要し、加えて設備費や維持管理費が高い。<A> In the cable transportation method, the transportation efficiency is low, and the transportation efficiency is low, and it takes a long time to install the equipment, and in addition, the equipment cost and the maintenance cost are high.
【0005】<ロ> コンベア輸送方法にあっては、採
用できる勾配に限度がある。<B> In the conveyor transportation method, there is a limit to the gradient that can be adopted.
【0006】<ハ> スラリー輸送方法の場合は、特殊
な輸送設備を必要とし、しかもこれら設備の運搬困難な
山岳地での使用には不向きである。<C> The slurry transportation method requires special transportation equipment, and is not suitable for use in a mountainous area where these equipments are difficult to transport.
【0007】<ニ> シュート輸送の場合は、加速度に
より流下速度が速くなり易く危険負担が大きい。また、
土砂のシュートの傾斜角度、土砂の粒径、土質等の条件
により、流下速度が異なり安定した輸送が難しい。<D> In the case of chute transportation, the downflow speed is easily increased due to the acceleration, and the risk burden is large. Also,
Depending on conditions such as the inclination angle of the sand chute, the particle size of the sand, and the soil quality, the downflow speed is different and stable transportation is difficult.
【0008】[0008]
【本発明の目的】本発明は以上の問題点を解決するため
になされたもので、その目的とするところは、粒状体の
輸送速度と流量を簡易に調整でき、しかも設置が簡単
で、設置後の維持管理が容易な、粒状体の輸送装置を提
供することにある。SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and an object of the present invention is to easily adjust the transportation speed and flow rate of a granular material, and to install it easily. An object of the present invention is to provide a granular transportation device that can be easily maintained and managed later.
【0009】[0009]
【問題点を解決するための手段】本発明は、中空のシュ
ート内に落差を以て投入した粒状体を流下させる粒状体
の輸送装置において、前記シュート内に回転自在に抵抗
羽根を配置し、抵抗羽根の回転角度を外部から調整可能
な駆動源を配備して構成することを特徴とする、粒状体
の輸送装置である。DISCLOSURE OF THE INVENTION The present invention relates to a granular material transporting device for allowing a granular material that has been dropped into a hollow chute to flow down, in which a resistive blade is rotatably arranged in the chute and And a drive source whose rotation angle is adjustable from the outside.
【0010】[0010]
【実施例1】以下図面を参照しながら本発明の実施例に
ついて説明する。Embodiment 1 An embodiment of the present invention will be described below with reference to the drawings.
【0011】<イ>前提となる輸送手段 図1に輸送装置の一例を示す。1は掘削現場に近い位置
に設置した高地ホッパ、2は道路等に近い位置に設置し
た低地ホッパである。両ホッパ1,2の間は断面矩形の
シュート3で接続されていて、高地ホッパ1に投入した
削土をシュート3を通じて低地ホッパ2へ流下できるよ
うになっている。単に落差を利用してシュート3で輸送
すると、前述したようにシュート3の傾斜角度や土質等
によって流下速度が異なり、現場での採用が困難とな
る。本実施例では、シュート3に次記する流下速度調整
機構を持たせることで、急勾配での定量輸送が可能とな
る。<B> Preliminary transportation means FIG. 1 shows an example of a transportation device. 1 is a highland hopper installed near the excavation site, and 2 is a lowland hopper installed near the road. The hoppers 1 and 2 are connected by a chute 3 having a rectangular cross section so that the soil cut into the highland hopper 1 can flow down to the lowland hopper 2 through the chute 3. If the chute 3 is simply transported by using the head, the downflow speed varies depending on the inclination angle of the chute 3 and the soil quality as described above, which makes it difficult to employ it on site. In the present embodiment, the chute 3 is provided with a downflow velocity adjusting mechanism described below, so that quantitative transport can be performed on a steep slope.
【0012】<ロ>流下速度調整機構 流下速度調整機構は、シュート3内で回転角度を調節可
能に配設した複数の抵抗羽根4と、各羽根の回転角度調
整のための駆動源であるシリンダ5とを基本の構成要素
とする。以下、流下速度調整機構について詳述する<B> Downflow speed adjusting mechanism The downflow speed adjusting mechanism is composed of a plurality of resistance blades 4 arranged in the chute 3 so that the rotation angle can be adjusted, and a cylinder which is a drive source for adjusting the rotation angle of each blade. 5 and 5 are the basic components. The flow rate adjusting mechanism will be described in detail below.
【0013】<ハ>抵抗羽根(図2,3) 抵抗羽根4はその支軸41をシュート3の天井31及び
底板32の貫通方向に向け回転自在に軸支され、かつシ
ュート3の長手方向に沿って所定の間隔で、シュート3
内の両側に配置されている。抵抗羽根4の配設間隔や各
抵抗羽根4の大きさは、適宜選択する。天井31を貫通
して外部に突出する支軸41の上端にはレバー42が一
体に設けられていて、レバー42の回動操作によりシュ
ート3内で抵抗羽根4が自由に回動するようになってい
る。抵抗羽根4による削土の流下速度の低減効果は、図
4に示すように削土の流下方向Aに対する交差角θに比
例して大きくなり、交差角θが90度で最大となる。<C> Resistance blade (FIGS. 2 and 3) The resistance blade 4 is rotatably supported with its support shaft 41 in the penetrating direction of the ceiling 31 and bottom plate 32 of the chute 3 and in the longitudinal direction of the chute 3. Shoot 3 at regular intervals along
It is arranged on both sides inside. The arrangement interval of the resistance blades 4 and the size of each resistance blade 4 are appropriately selected. A lever 42 is integrally provided on the upper end of a support shaft 41 that penetrates the ceiling 31 and projects to the outside, and the resistance blade 4 can freely rotate within the chute 3 by the rotation operation of the lever 42. ing. As shown in FIG. 4, the effect of reducing the downflow speed of the soil cut by the resistance blade 4 increases in proportion to the crossing angle θ with respect to the downflow direction A of the cutting soil, and the crossing angle θ reaches its maximum at 90 degrees.
【0014】<ニ>駆動手段(図2,3) シュート3の上部に配設されたレバー42間はシュート
3の長手方向に沿ってリンク部材6、6がピンを介して
回動自在に連結されていて、また各リンク部材6,6の
一端部間に横断リンク7が連結されている。シュート3
の上面に設置した液圧式或いはエア式のシリンダ5は、
横断リンク7の中央部と接続している。そしてシリンダ
5の伸縮動作によって、複数組の抵抗羽根4の回転角度
を任意に設定できるようになっている。本実施例ではひ
とつのシリンダ5で以てシュート3の両側に配列した抵
抗羽根4の回転角度を制御する場合について示すが、各
列毎にシリンダ5を配置しても良い。またシリンダ5に
代えて公知の各種駆動手段を採用できることは勿論であ
る。各抵抗羽根4毎に独立して回転角度を調整できるよ
うに構成しても良い。<D> Driving means (FIGS. 2 and 3) Between the levers 42 arranged on the upper portion of the chute 3, link members 6, 6 are rotatably connected via pins along the longitudinal direction of the chute 3. Further, the transverse link 7 is connected between the one ends of the link members 6 and 6. Shoot 3
The hydraulic or pneumatic cylinder 5 installed on the top of the
It is connected to the central portion of the transverse link 7. The rotation angle of the plurality of sets of resistance blades 4 can be arbitrarily set by expanding and contracting the cylinder 5. In this embodiment, the case where one cylinder 5 controls the rotation angle of the resistance blades 4 arranged on both sides of the chute 3 is shown, but the cylinders 5 may be arranged in each row. Further, it goes without saying that various known driving means can be used instead of the cylinder 5. The rotation angle may be independently adjusted for each resistance blade 4.
【0015】[0015]
【作用】つぎに輸送装置の作用について説明する。図1
において、高地ホッパ1内に削土を投入すると、高地ホ
ッパ1内の削土が落差によりシュート3内を流下して低
地ホッパ2内に放出される。シュート3内を経由して削
土を流下させる場合、加速度により流下速度が上昇する
危険がある。そこで、図2に示すようにシリンダ5を伸
縮操作することでシュート3内に配設した抵抗羽根4の
回転角度を任意に設定して、シュート3内の通路断面積
及び流下方向を調整する。これにより、シュート3内を
流下する削土は、抵抗羽根4への衝突による減衰と、通
路面積の絞り込みによる減衰との相乗効果によって、流
下速度と流量が一定に保たれる。したがって、削土の輸
送中に抵抗羽根4の回転角度を変更することで、削土の
流下速度や流量を任意に変更できる。尚、シュート3内
の一部に削土の流下速度を計測するセンサを配備してお
き、このセンサで得た削土の流下速度情報を基にシリン
ダ5の伸縮を制御するように構成しても良い。Next, the operation of the transportation device will be described. Figure 1
In the above, when the soil is fed into the highland hopper 1, the soil in the highland hopper 1 flows down in the chute 3 due to the head and is discharged into the lowland hopper 2. When the soil is allowed to flow down through the chute 3, there is a risk that the flow speed may increase due to acceleration. Therefore, as shown in FIG. 2, the rotation angle of the resistance vanes 4 arranged in the chute 3 is arbitrarily set by expanding / contracting the cylinder 5 to adjust the passage cross-sectional area and the downflow direction in the chute 3. As a result, the cut soil flowing down within the chute 3 is kept at a constant downflow speed and flow rate due to the synergistic effect of the damping due to the collision with the resistance blades 4 and the damping due to the narrowing of the passage area. Therefore, by changing the rotation angle of the resistance blade 4 during the transportation of the cut soil, the downflow speed and the flow rate of the cut soil can be arbitrarily changed. It should be noted that a sensor for measuring the flow rate of the soil cut is provided in a part of the chute 3, and the expansion and contraction of the cylinder 5 is controlled based on the flow rate information of the soil cut obtained by the sensor. Is also good.
【0016】[0016]
【実施例2】以上の実施例は抵抗羽根4の支軸41を縦
方向に位置させた場合について説明したが、支軸41を
水平方向に向けて軸支する場合もある。また、抵抗羽根
4の中央に支軸41を設け、この支軸41をシュート3
内の通路の中央で軸支するように配置してもよい。この
場合、抵抗羽根4の軸支方向は、シュート3の縦方向ま
たは横方向のどちらに向けてもよい。[Embodiment 2] In the above embodiment, the case where the support shaft 41 of the resistance blade 4 is positioned in the vertical direction has been described. However, the support shaft 41 may be supported in the horizontal direction. Further, a support shaft 41 is provided at the center of the resistance blade 4, and the support shaft 41 is attached to the chute 3
You may arrange | position so that it may support in the center of the passage inside. In this case, the axial support direction of the resistance blade 4 may be either the vertical direction or the horizontal direction of the chute 3.
【0017】[0017]
【実施例3】以上は削土の輸送について述べたが、削土
以外に各種の粒状体の輸送に適用することができる。[Third Embodiment] Although the transportation of the cut soil has been described above, the present invention can be applied to the transportation of various granular materials other than the cut soil.
【0018】[0018]
【発明の効果】本発明は以上説明したようになるから次
のような効果を得ることができる。Since the present invention is as described above, the following effects can be obtained.
【0019】<イ> 通常のシュート輸送の場合は、粒
状体に加速度がついて放出側での危険負担が大きい。本
発明ではシュートに抵抗羽根の回転角度を調節すること
で、シュートの傾斜に影響を受けずに、粒状体の流下速
度や流量を一定に調節することができる。したがって、
粒状体の連続輸送と安全輸送の両条件を同時に満足でき
る。<A> In the case of ordinary chute transportation, the granular material is accelerated and the discharge side has a large risk burden. In the present invention, by adjusting the rotation angle of the resistance blades in the chute, the downflow speed and the flow rate of the granular material can be adjusted to be constant without being affected by the inclination of the chute. Therefore,
Both conditions of continuous transportation and safe transportation of granules can be satisfied at the same time.
【0020】<ロ> 粒状体の位置エネルギーを利用し
て流下させるため、輸送に特別な動力設備を必要とせ
ず、しかも抵抗羽根の駆動に大掛かりな設備を要しな
い。<B> Since the potential energy of the granular material is used to flow down, no special power equipment is required for transportation, and large equipment is not required for driving the resistance blade.
【0021】<ハ> 維持管理が容易である。<C> Maintenance is easy.
【図1】 輸送装置の概念図FIG. 1 Conceptual diagram of a transportation device
【図2】 輸送装置の一部を破断した斜視図FIG. 2 is a perspective view in which a part of the transportation device is cut away.
【図3】 一部を省略したシュートの横断面図FIG. 3 is a cross-sectional view of a chute with a part omitted.
【図4】 一部を破断したシュートの平面図FIG. 4 is a plan view of a chute with a part cut away.
Claims (1)
た粒状体を流下させる粒状体の輸送装置において、 前記シュート内に回転自在に抵抗羽根を配置し、 前記抵抗羽根の回転角度を外部から調整可能な駆動源を
配備して構成することを特徴とする、 粒状体の輸送装置。1. A granular material transporting device for flowing down a granular material thrown into a hollow chute with a drop, wherein resistance blades are rotatably arranged in the chute, and a rotation angle of the resistance blade can be adjusted from the outside. A granular material transportation device characterized by being configured with various driving sources.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10367093A JPH06293417A (en) | 1993-04-07 | 1993-04-07 | Transporting device for granular body |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10367093A JPH06293417A (en) | 1993-04-07 | 1993-04-07 | Transporting device for granular body |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH06293417A true JPH06293417A (en) | 1994-10-21 |
Family
ID=14360232
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10367093A Pending JPH06293417A (en) | 1993-04-07 | 1993-04-07 | Transporting device for granular body |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH06293417A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08157007A (en) * | 1994-12-02 | 1996-06-18 | Plantec:Kk | Storing and discharging device of waste |
WO2012165523A1 (en) * | 2011-06-01 | 2012-12-06 | 出光興産株式会社 | Conveyance device for granular materials |
CN107143348A (en) * | 2017-03-16 | 2017-09-08 | 中交公局厦门工程有限公司 | The appts. for transferring ready-mixed concrete and method of a kind of Urban Underground Tunneling by mining method construction |
JP2018020879A (en) * | 2016-08-03 | 2018-02-08 | 昭和産業株式会社 | Chute |
CN114007959A (en) * | 2019-06-12 | 2022-02-01 | 东洋工程株式会社 | Chute pipe for conveying particles |
-
1993
- 1993-04-07 JP JP10367093A patent/JPH06293417A/en active Pending
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08157007A (en) * | 1994-12-02 | 1996-06-18 | Plantec:Kk | Storing and discharging device of waste |
WO2012165523A1 (en) * | 2011-06-01 | 2012-12-06 | 出光興産株式会社 | Conveyance device for granular materials |
JP2012250793A (en) * | 2011-06-01 | 2012-12-20 | Idemitsu Kosan Co Ltd | Conveyance device for granular material |
CN103502117A (en) * | 2011-06-01 | 2014-01-08 | 出光兴产株式会社 | Granular material conveying device |
US9334119B2 (en) | 2011-06-01 | 2016-05-10 | Idemitsu Kosan Co., Ltd. | Conveyance device for granular materials |
TWI549868B (en) * | 2011-06-01 | 2016-09-21 | Idemitsu Kosan Co | Hydrogenation of petroleum resin particles handling equipment and hydrogenated petroleum resin particles of the manufacturing equipment |
JP2018020879A (en) * | 2016-08-03 | 2018-02-08 | 昭和産業株式会社 | Chute |
CN107143348A (en) * | 2017-03-16 | 2017-09-08 | 中交公局厦门工程有限公司 | The appts. for transferring ready-mixed concrete and method of a kind of Urban Underground Tunneling by mining method construction |
CN107143348B (en) * | 2017-03-16 | 2023-08-11 | 中交一公局厦门工程有限公司 | Concrete conveying device and method for tunnel construction by urban underground mining method |
CN114007959A (en) * | 2019-06-12 | 2022-02-01 | 东洋工程株式会社 | Chute pipe for conveying particles |
CN114007959B (en) * | 2019-06-12 | 2024-05-24 | 东洋工程株式会社 | Chute tube for transporting particles |
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