JPS61257598A - Earth and sand carry-out machine - Google Patents
Earth and sand carry-out machineInfo
- Publication number
- JPS61257598A JPS61257598A JP9873985A JP9873985A JPS61257598A JP S61257598 A JPS61257598 A JP S61257598A JP 9873985 A JP9873985 A JP 9873985A JP 9873985 A JP9873985 A JP 9873985A JP S61257598 A JPS61257598 A JP S61257598A
- Authority
- JP
- Japan
- Prior art keywords
- earth
- sand
- casing
- cylinder
- storage
- 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
- Excavating Of Shafts Or Tunnels (AREA)
- Special Conveying (AREA)
- Branching, Merging, And Special Transfer Between Conveyors (AREA)
- Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、シールド工法や推進工法における掘進機等の
狭い作業空間を利用して切羽掘削土砂を立坑外へ能率良
く搬出するためのものであり、また土木工事などにおい
てベルトコンベヤ等の代りに比較的長い距離(例えば、
100〜200m程度)に渡って、砂礫、シルト、粘土
などの混合土砂を連続的に運搬するものに係る。[Detailed Description of the Invention] [Field of Industrial Application] The present invention is for efficiently transporting excavated earth and sand from a face out of a shaft by using a narrow working space such as an excavator in a shield method or a propulsion method. Also, in civil engineering work, etc., it can be used over relatively long distances (e.g., instead of belt conveyors, etc.)
Continuously transports mixed earth and sand such as sand and gravel, silt, and clay over a distance of approximately 100 to 200 meters.
従来、粉体あるいは粘性体の材料を輸送する技術として
、スクリューのみによる圧送、シリンダーによるピスト
ン運動に頼るもの、またスクリューとシリンダーとの組
み合せによるものあるいはまたバキュームによるもの等
がある。しかし、いずれも均質な材料の運搬を目的とし
た機構であって、例えばピストン部に直接土砂を投入し
押圧送りさせるものである。したがって、土木工事にお
ける種々混合する土砂の運搬には適合せず、バキューム
による場合にも目詰りを起し易く適切なものがない現状
である。Conventional techniques for transporting powder or viscous materials include pressure feeding using only a screw, methods relying on piston movement using a cylinder, methods using a combination of a screw and cylinder, and methods using vacuum. However, all of these mechanisms are designed to transport homogeneous materials, and for example, earth and sand are directly introduced into a piston portion and fed under pressure. Therefore, it is not suitable for transporting various types of mixed earth and sand in civil engineering work, and even when using a vacuum, clogging easily occurs, and there is currently no suitable one.
したがって、従来技術の場合、均質な材料を短い距離(
数m〜数十m)には採用し得るも土木工事には適さない
し、従来技術の機構そのままではシリンダーによるいわ
ゆる空送り(送り量の増減変化)現象を発生し連続的に
しかも一定量の輸送を期待できるものではない。Therefore, in the case of prior art, homogeneous material can be spread over short distances (
Although it can be adopted for distances (several meters to tens of meters), it is not suitable for civil engineering work, and if the mechanism of the conventional technology is used as it is, the phenomenon of so-called dry feed (increase/decrease change in feed amount) due to the cylinder will occur, and it will not be possible to transport a continuous and constant amount. It is not something that can be expected.
そこで本発明では、上記にもしたように、礫、シルト、
砂、粘土等の混合且つ変化する土砂に適合し、長い距離
でしかも常に一定量連続して運搬できるものを提供する
ものである。Therefore, in the present invention, as mentioned above, gravel, silt,
The purpose of the present invention is to provide a device that is suitable for mixed and changing soil such as sand and clay, and that can be continuously transported in a constant amount over long distances.
〔問題点を解決するための手段および作用〕前方の送り
管5と後方の輸送管8との間に、上下に土砂溜め室16
.16を有する貯蔵管6−1.6−2を収速に分岐して
設け、ケーシング11の前後動作によってこのケーシン
グ11内に取す込んだ上記下部の土砂17−1のみをシ
リンダー12によって輸送管8側に押圧17する。この
際、土砂溜め室16.16における土砂の逆流と輸送管
8への円滑な押圧を助成するために該貯蔵管6−1.6
−2の前後に土砂の流動を間欠的にするための開閉ゲー
ト9−1.9−2を各々設けて、ケーシング11とシリ
ンダー12および開閉ゲート9−1.9−2を交互に作
動させる機構とした。[Means and actions for solving the problem] Sediment storage chambers 16 are provided above and below between the front feed pipe 5 and the rear transport pipe 8.
.. A storage pipe 6-1, 6-2 having a cylinder 16 is branched into a collection pipe, and only the earth and sand 17-1 in the lower part taken into the casing 11 by the back and forth movement of the casing 11 is transferred to a transport pipe by the cylinder 12. Press 17 to the 8 side. At this time, in order to assist the backflow of the earth and sand in the earth and sand storage chamber 16.16 and the smooth pressing of the earth and sand onto the transport pipe 8, the storage pipe 6-1.6 is
A mechanism in which opening/closing gates 9-1.9-2 are provided before and after the casing 11, cylinder 12, and opening/closing gates 9-1.9-2 intermittently for intermittent flow of earth and sand. And so.
本発明の1実施例を第1図、第2図、第3図、第4図、
第5図および第6図に示し具体的に説明する。One embodiment of the present invention is shown in FIGS. 1, 2, 3, 4,
It is shown in FIG. 5 and FIG. 6 and will be specifically explained.
上記にもしたように、収速に且つ分岐するように設けた
貯蔵管6−1.6−2の内部は上下に位置する土砂溜め
室16.16が構成されている。As described above, inside the storage pipes 6-1, 6-2, which are provided in a manner that they can be collected and branched, there are constructed earth and sand storage chambers 16.16 located above and below.
ホッパー3の下部に設けたシリンダー12の伸長動作の
前に予めケーシング11を上記下方の土砂溜め室16に
前進させ、次に該ケーシング11と同軸に位置するよう
設けたシリンダー12を伸長させ、この取り込んだ土砂
17−1のみを輸送管8側に押圧17−1させるように
した。Before the cylinder 12 provided at the bottom of the hopper 3 is extended, the casing 11 is advanced into the lower sediment storage chamber 16, and then the cylinder 12 provided coaxially with the casing 11 is extended. Only the taken-in earth and sand 17-1 is pressed against the transport pipe 8 side 17-1.
シリンダー12の押圧が終ると、ケーシング11ととも
にシリンダー12を縮長させる。そうすると、この縮長
した部分に上部から土砂が降下し土砂溜め室16.16
は再び充満状態となる。このようにして、一方の貯蔵管
6−1内の作動が終ると同時に他方の貯蔵管6−2内の
作動が行われ、輸送管8には相互連続して土砂が供給圧
送されるものである。When the pressing of the cylinder 12 is finished, the cylinder 12 is retracted together with the casing 11. Then, the earth and sand will fall from the upper part into this contracted part and the earth and sand will fall into the earth and sand storage chamber.
becomes full again. In this way, when the operation in one storage pipe 6-1 ends, the operation in the other storage pipe 6-2 is started, and earth and sand are continuously supplied and pumped to the transport pipe 8. be.
このとき、バルブ10−1.10−2を有する開閉ゲー
ト9−1.9−2を上記貯蔵管6−116−2の前後に
各々設けて成るので、該バルブ10−1.10−2はケ
ーシング11.11とシリンダー12.12の作動に合
わせ相互に前後進しホッパー3から流入する土砂を連続
的に圧送させることができる。上記バルブto−1,1
0−2は、土砂が貫通する孔18−2を一つ有して成る
。例えば、図示にもするように、貯蔵管6−1.6−2
に対して左右に移動する。いま、移動(切替え)作用さ
せるシリンダー等の機構については図示省略する。図中
、18−1.18−8は、バルブ10−1.10−2が
左右に移動したときの貯蔵管6−1.6−2または輸送
管8の土砂が通る孔と一致する位置を示すものである。At this time, opening/closing gates 9-1, 9-2 having valves 10-1, 10-2 are provided before and after the storage pipe 6-116-2, so that the valves 10-1, 10-2 are The casing 11.11 and the cylinder 12.12 move back and forth in accordance with the operation of the casing 11.11 and the cylinder 12.12, so that the earth and sand flowing from the hopper 3 can be continuously pumped. Above valve to-1,1
0-2 has one hole 18-2 through which earth and sand penetrate. For example, as shown, storage tube 6-1.6-2
Move left and right against. Mechanisms such as cylinders that effect movement (switching) are omitted from illustration. In the figure, 18-1.18-8 indicates the position that corresponds to the hole through which earth and sand in the storage pipe 6-1.6-2 or transport pipe 8 passes when the valve 10-1.10-2 moves left and right. It shows.
なお、図中の2は、スクリューステム4を回動させる原
動機、14はシリンダー12のアンカー、15−1はシ
リンダー13のアンカーであり15−2はケーシング1
1の定着金具を示す。In addition, 2 in the figure is the prime mover that rotates the screw stem 4, 14 is the anchor of the cylinder 12, 15-1 is the anchor of the cylinder 13, and 15-2 is the casing 1.
The fixing fitting of No. 1 is shown.
以上にして、本発明の土砂搬出機1の1実施例は成る。The above constitutes one embodiment of the earth and sand transporter 1 of the present invention.
本発明は、上記にもしたように、スクリューステム4で
連続的に取り込み上下二段に構成した貯蔵管6−1.6
−2を収速して設け、バルブ10−1.10−2を交互
に開閉し該貯蔵管6−1.6−2の下部に位置する土砂
のみを圧送する機構としたので、この種の不均質な混合
土砂を一時的に貯蔵且つ圧密させしかも下方の部分的な
土砂のみを順次輸送管8側に押圧させることが容易であ
るから、シリンダー12による空送りが起り搬送能力が
低下することなく、円滑なしかも常に一定した圧送がで
きる。さらに、シリンダー12による能力加減が容易で
あるから長い距離(例えば、100〜200m程度)の
輸送ができるようになった。As mentioned above, the present invention provides a storage tube 6-1.6 that is continuously taken in by the screw stem 4 and configured in two stages, upper and lower.
-2 is provided at a high speed, and the valves 10-1 and 10-2 are alternately opened and closed to pump only the earth and sand located at the bottom of the storage pipe 6-1 and 6-2. Since it is easy to temporarily store and consolidate the heterogeneous mixed earth and sand, and to press only the lower partial earth and sand sequentially to the transport pipe 8 side, empty feeding by the cylinder 12 occurs and the conveyance capacity decreases. It is possible to perform smooth and constant pressure feeding at all times. Furthermore, since it is easy to adjust the capacity of the cylinder 12, it has become possible to transport long distances (for example, about 100 to 200 m).
さらに、主たる機構が回転とピストン運動との組み合せ
としたので、簡易に且つ安価に制作でき有用である。Furthermore, since the main mechanism is a combination of rotation and piston motion, it can be easily and inexpensively manufactured and is useful.
第1図は、本発明による土砂搬出機Iの一般平面説明図
。第2図は、土砂搬出機1におけるバルブ10−1.1
0−2の作動例を示す一般平面説明図。第3図は、第2
図のA−A矢視縦断説明図。
第4図■、■、■は、ケーシング11およ、びシリンダ
ー12の作動例を示す一般縦断説明図。第5図は、第3
図のB−B矢視断面説明図。第6図は、バルブ10−1
.10−2の実施例図。
なお、図中
1は、土砂搬出機。4は、スクリューステム。5は、送
り管。6−1.6−2は、貯蔵管。7は、集合部。8は
、輸送管。9−1.9−2は、開閉ゲート。10−1.
10−2は、バルブ。11はケーシング。12.13は
、シリンダー。16は、土砂溜め室を表わす。
第5図FIG. 1 is a general plan explanatory diagram of the earth and sand transporter I according to the present invention. Figure 2 shows the valve 10-1.1 in the earth and sand transporter 1.
A general plan explanatory view showing an example of operation of 0-2. Figure 3 shows the second
FIG. FIGS. 4(a), 4(b), and (4) are general longitudinal explanatory views showing an example of the operation of the casing 11 and cylinder 12. Figure 5 shows the third
BB arrow cross-sectional explanatory diagram of the figure. FIG. 6 shows the valve 10-1
.. Example diagram of 10-2. In addition, 1 in the figure is the earth and sand transport machine. 4 is a screw stem. 5 is the feed pipe. 6-1.6-2 is a storage pipe. 7 is the gathering area. 8 is a transport pipe. 9-1.9-2 is an opening/closing gate. 10-1.
10-2 is a valve. 11 is the casing. 12.13 is a cylinder. 16 represents a dirt storage room. Figure 5
Claims (1)
する送り管5と輸送管8との間に、上下に土砂溜め室1
6、16を有する貯蔵管6−1、6−2を双連に分岐し
て設けること。 ケーシング11を土砂溜め室16の下方で前後進させ土
砂を該ケーシング11内に取り込みてのち該ケーシング
11と同軸に位置するよう設けたシリンダー12を伸長
し、この取り込んだ土砂のみを輸送管8側に押圧させる
機構。 上記双連に設けた貯蔵管6−1、6−2の前後に各々開
閉ゲート9−1、9−2を取りつけて、これら開閉ゲー
ト9−1、9−2とケーシング11およびシリンダー1
2を交互に作動させるようにした機構。 以上にして成ることを特徴とする土砂搬出機。[Claims] Sediment storage chambers 1 are located above and below between the feed pipe 5 containing the screw stem 4 located at the bottom of the hopper 3 and the transport pipe 8.
Storage pipes 6-1 and 6-2 having pipes 6 and 16 are bifurcated and provided. The casing 11 is moved back and forth below the earth and sand storage chamber 16 to take earth and sand into the casing 11, and then the cylinder 12 provided coaxially with the casing 11 is extended, and only this taken earth and sand is transferred to the transport pipe 8 side. A mechanism that presses the Opening/closing gates 9-1, 9-2 are installed before and after the storage pipes 6-1, 6-2 provided in the twin series, respectively, and these opening/closing gates 9-1, 9-2, the casing 11, and the cylinder 1 are connected to each other.
A mechanism that operates 2 alternately. An earth and sand transport machine characterized by the above-mentioned features.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9873985A JPS61257598A (en) | 1985-05-08 | 1985-05-08 | Earth and sand carry-out machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9873985A JPS61257598A (en) | 1985-05-08 | 1985-05-08 | Earth and sand carry-out machine |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS61257598A true JPS61257598A (en) | 1986-11-15 |
Family
ID=14227857
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9873985A Pending JPS61257598A (en) | 1985-05-08 | 1985-05-08 | Earth and sand carry-out machine |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61257598A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013503092A (en) * | 2009-08-27 | 2013-01-31 | インビコン エー/エス | Particle pump method and device |
-
1985
- 1985-05-08 JP JP9873985A patent/JPS61257598A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013503092A (en) * | 2009-08-27 | 2013-01-31 | インビコン エー/エス | Particle pump method and device |
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