JPH0230892A - Sediment pumping machine - Google Patents
Sediment pumping machineInfo
- Publication number
- JPH0230892A JPH0230892A JP711288A JP711288A JPH0230892A JP H0230892 A JPH0230892 A JP H0230892A JP 711288 A JP711288 A JP 711288A JP 711288 A JP711288 A JP 711288A JP H0230892 A JPH0230892 A JP H0230892A
- Authority
- JP
- Japan
- Prior art keywords
- sand
- earth
- gate
- pipes
- pumping
- 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)
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管内の狭い
作業空間において、切羽で掘削された土砂を立坑外へ能
率良く圧送するためのものであり、砂礫、砂、シルト、
粘土等の混合土砂を連続的に搬送するものに係る。[Detailed Description of the Invention] [Field of Industrial Application] The present invention is for efficiently pumping earth and sand excavated by a face to the outside of a shaft in a narrow working space inside a pipe in a shield construction method or a propulsion construction method. , gravel, sand, silt,
Pertains to equipment that continuously transports mixed earth and sand such as clay.
従来、粉体あるいは粘性体の材料を連続的に運搬する技
術として、スクリュウコンベアによるもの、シリンダー
のピストン運動による圧送、あるいはバキュームによる
真空排出といったものがあるが、いずれもスランプの大
きい軟弱な均−材料の運搬を目的としたものであり、こ
れらのうち土木工事における混合土砂の場合には、唯一
、コンクリートポンプの構造を応用したもの、例えばホ
ッパーよりシリンダーのピストン部に土砂を吸引したの
ち、ゲートを切り換え、吸引した土砂を圧送するものが
主として使用されている。しかしこのような装置の場合
においても吸引できる、すなわちスランプの大きい土砂
でないと効率が極端に低下し、実用に耐えないのが現状
であり、又吸引、吐出のゲート機構が独立しているため
機械が大きくなり、推進工法のように狭い空間内で設置
には困難な面がある。Conventional technologies for continuously conveying powder or viscous materials include using a screw conveyor, pressure feeding using a piston motion of a cylinder, and vacuum evacuation using a vacuum, but all of these methods are used to convey soft, uniform materials with large slump. The purpose is to transport materials, and among these, in the case of mixed earth and sand in civil engineering work, it is the only one that applies the structure of a concrete pump, for example, after sucking the earth and sand from a hopper into the piston part of a cylinder, Mainly used are pumps that switch between pumps and pump the suctioned earth and sand. However, even in the case of such a device, the efficiency is extremely low unless it is suctionable, that is, soil with a large slump, and it is not practical.Also, since the suction and discharge gate mechanisms are independent, the machine This makes it difficult to install in a narrow space like the propulsion method.
したがって、従来技術の場合は土質の面で軟弱な均一材
料の運搬には採用し得るが、シールド工事、推進工事の
掘削土のように土砂性状が頻繁に変化する場合、例えば
スランプの大きい軟弱土から低スランプの土砂になった
場合等には吸引効率が低下し採用出来ない、又、狭少な
管内での設置という面においては、ゲートが圧送方向に
対して直交して作動するものがほとんどであり、ゲート
機構が大きく複雑となり狭少な管内へ設置するのが困難
である。Therefore, in the case of conventional technology, it can be used for transporting uniform materials with soft soil quality, but when the soil properties change frequently, such as excavated soil for shield construction or propulsion construction, for example, soft soil with large slump can be used. In the case of low slump soil, etc., the suction efficiency decreases and it cannot be used.Also, when installing in a narrow pipe, most gates operate perpendicular to the pumping direction. However, the gate mechanism is large and complicated, making it difficult to install it in a narrow pipe.
そこで、本発明では砂礫、砂、シルト、粘土等の混合土
砂あるいは低スランプから高スランプの混合且つ土質性
状の変化する土砂を長距離にわたって定量的′に連続で
圧送でき、狭少な空間にも設置できる圧送機を提供する
ものである。Therefore, with the present invention, mixed soil such as gravel, sand, silt, clay, etc., or mixed soil from low slump to high slump, and soil whose soil properties change can be continuously pumped quantitatively over long distances, and it can be installed even in narrow spaces. This is to provide a pressure feeding machine that can.
〔問題を解決するための手段及び作用〕搬送室8−1,
3−2に土砂を供給するためのゲート部4−1.4−2
の土砂通過口17を大きくすることにより、圧送ピスト
ン2−1.2−2の吸引作用だけにたよることなく、自
重落下との併用効果で土砂を強力に取り込めるようにし
た。[Means and actions for solving the problem] Transfer chamber 8-1,
Gate section 4-1.4-2 for supplying earth and sand to 3-2
By enlarging the earth and sand passage port 17, it is possible to powerfully take in earth and sand without depending only on the suction action of the pressure-feeding piston 2-1, 2-2, but also by the combined effect of falling under its own weight.
又、第1ゲート部4−1.4−2と第2ゲート部6−1
.6−2の開閉動作を各々1枚の水平ゲート板7−1.
7−2により1度に行うこととし、作動方向を圧送方向
と平行且つ水平とすることにより、圧送機本体の幅を小
さくし、高さも低いものとした。Moreover, the first gate section 4-1.4-2 and the second gate section 6-1
.. The opening and closing operations of gates 6-2 are performed by one horizontal gate plate 7-1, respectively.
7-2, and by making the operating direction parallel and horizontal to the pumping direction, the width and height of the pumping machine main body were made small.
本発明の1実施例を第1図、第2図、第3図、第4図、
第5図、第6図及び第7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, FIG. 6, and FIG. 7, and will be specifically explained.
ホッパー1内には2連の撹拌及び供給スクリュウ16が
設けられており、該ホッパー1の下部には2連の圧送ピ
ストン2−1.2−2を有する搬送室3−1,3−2が
独立して設置してあり、圧送ピストン2−1.2−2は
油圧シリンダー8−1,3−2により駆動される。搬送
室3−1,3−2の上部には土砂を取り込むための第1
ゲート部4−1.4−2が各々水平に設けである。搬送
室3−1,3−2前部には各々斜め上方に立ち上げた搬
送管5−1.5−2を連結し、立ち上げ途中には土砂通
過の開閉動作を行う第2ゲート部6−1.6−2を水平
に設ける。該搬送管5−1.5−2を介在して連絡管1
0−1.10−2を連結し、Y字管11により合流する
。搬送室8−1,3−2及び搬送管5−1.5−2の上
部には第1ゲート部4−1.4−2後方から第2ゲート
部6−1.6−2前方を通して各々1枚の水平ゲート板
7−1゜7−2を圧送方向に平行且つ水平に1度に開閉
作動するように設置し、該水平ゲート板7−1゜7−2
には、土砂を取り込むために圧送ピストン2−1.2−
2の直径及びストロークと同等の幅及び長さをもつ開口
面償の大きな土砂通過口17が各々1ケ所設けられてい
る。水平ゲート板7−1.7−2は、ガイドL/−ル1
5−a15−b、t5−Cにガイドされ、油圧シリンダ
ー9−1.9−2により駆動される。水平ゲート板7−
1.7−2の駆動と圧送ピストン2−1.2−2の駆動
は油圧シーケンスにより連動作動させる機構となってい
る。Two stirring and feeding screws 16 are provided in the hopper 1, and at the bottom of the hopper 1 there are conveying chambers 3-1 and 3-2 having two pumping pistons 2-1 and 2-2. It is installed independently, and the pumping piston 2-1, 2-2 is driven by the hydraulic cylinder 8-1, 3-2. At the top of the transfer chambers 3-1 and 3-2, there is a first
Gate portions 4-1 and 4-2 are provided horizontally. Conveyance pipes 5-1 and 5-2 are connected to the front parts of the conveyance chambers 3-1 and 3-2, respectively, and are raised diagonally upward, and during the start-up, a second gate part 6 is installed to open and close the passage of earth and sand. -1.6-2 is installed horizontally. The communication pipe 1 is interposed through the conveying pipe 5-1, 5-2.
0-1 and 10-2 are connected and merged through a Y-shaped pipe 11. Passing from the rear of the first gate part 4-1.4-2 to the front of the second gate part 6-1.6-2, the upper part of the transport chambers 8-1, 3-2 and the transport pipe 5-1. One horizontal gate plate 7-1゜7-2 is installed parallel to the pumping direction and horizontally so that it can be opened and closed at once, and the horizontal gate plate 7-1゜7-2
In order to take in the earth and sand, a pressure piston 2-1.2-
One large earth and sand passage port 17 having a width and length equivalent to the diameter and stroke of No. 2 and a large opening surface compensation is provided in each place. The horizontal gate plate 7-1.7-2 is the guide L/-ru 1.
5-a15-b and t5-C, and is driven by a hydraulic cylinder 9-1.9-2. Horizontal gate plate 7-
The drive of the piston 1.7-2 and the drive of the pressure-feeding piston 2-1.2-2 are operated in conjunction with each other by a hydraulic sequence.
いまホッパー1に投入された土砂は、撹拌及び供給スク
リュウ16により搬送室3−1.3−2上部の第1ゲー
ト部4−1.4−2付近に送り込まれ、開口面積の大き
い土砂通過口I7を通って搬送室3−1に取り込まれる
。次に第7図に示すように、水平ゲート板7−1が油圧
シリンダー9−1により前方へ押し出され、水平ゲート
板7−1の土砂通過口17は前方の第2ゲート部6−1
へと移動する。この時点で搬送室3−1上部の第1ゲー
ト部4−1の開口部は閉じられ、第2ゲート部6−1は
土砂通過口17が来て開けられる。次に第4図に示すよ
うに、圧送ピストン2−1が油圧シリンダー8−1によ
って押し出され、搬送室3−1内の土砂を圧送する。そ
して第5図に示すように、圧送ピストンが押し出され、
伸びきると水平ゲート板7−1は油圧シリンダー9−1
により引き戻され、土砂通過口17は後方の第1ゲート
部4−1へと移動し、第1ゲート部4−1の開口部が開
き、第2ゲート部6−1の開いていた開口部:虚閉じら
れる。さらに第6図に示すように、圧送ピストン2−1
は油圧シリンダー8−1により引き戻され、土砂ホッパ
ー1内の土砂を再たび搬送室3−1内に取り込み、以下
前述の動作を繰り返す。この時、もう!方の圧送ピスト
ン2−2及び水平ゲート板7−2は、それぞれ油圧シリ
ンダー8−1.9−1に連動した油圧シリンダー8−2
.9−2により逆の動作をしており、圧送ピストン2−
1が土砂を圧送している時には、1方の圧送ピストン2
−2は後退して土砂を取り込み、圧送ピストン2−1が
土砂を圧送し終わり水平ゲート板7−1が切り替り、圧
送ピストン2二1が後退している時には1方の圧送ピス
トン2−2が土砂を圧送するというように連続的に土砂
の圧送を行うわけである。The earth and sand that has just been put into the hopper 1 is sent into the vicinity of the first gate section 4-1.4-2 at the top of the transfer chamber 3-1.3-2 by the stirring and supply screw 16, and is passed through the earth and sand passage port with a large opening area. It passes through I7 and is taken into the transfer chamber 3-1. Next, as shown in FIG. 7, the horizontal gate plate 7-1 is pushed forward by the hydraulic cylinder 9-1, and the earth and sand passage port 17 of the horizontal gate plate 7-1 is connected to the second gate section 6-1 in the front.
move to. At this point, the opening of the first gate section 4-1 at the top of the transfer chamber 3-1 is closed, and the second gate section 6-1 is opened when the earth and sand passage port 17 comes. Next, as shown in FIG. 4, the pressure-feeding piston 2-1 is pushed out by the hydraulic cylinder 8-1 to force-feed the earth and sand in the transfer chamber 3-1. Then, as shown in Figure 5, the pressure piston is pushed out,
When fully extended, the horizontal gate plate 7-1 becomes the hydraulic cylinder 9-1.
, the earth and sand passage port 17 moves to the rear first gate section 4-1, the opening of the first gate section 4-1 opens, and the open opening of the second gate section 6-1: Imaginary closed. Furthermore, as shown in FIG. 6, the pressure feeding piston 2-1
is pulled back by the hydraulic cylinder 8-1, the earth and sand in the earth and sand hopper 1 is taken into the transfer chamber 3-1 again, and the above-mentioned operation is repeated. At this time, already! The pressure-feeding piston 2-2 and the horizontal gate plate 7-2 are hydraulic cylinders 8-2 linked to hydraulic cylinders 8-1 and 9-1, respectively.
.. 9-2 performs the opposite operation, and the pressure-feeding piston 2-
1 is pumping earth and sand, one of the pumping pistons 2
-2 retreats to take in the earth and sand, and when the pressure-feeding piston 2-1 finishes feeding the earth and sand, the horizontal gate plate 7-1 switches, and when the force-feeding piston 2-21 is retreating, one of the pressure-feeding pistons 2-2 The earth and sand are pumped continuously.
以上にして、本発明の土砂圧送機の1実施例は成る。The above constitutes one embodiment of the earth and sand pumping machine of the present invention.
本発明は、従来、土砂の吸引、供給をシリンダー、ピス
トンの後退による吸引力のみで行ない圧送していたもの
を、第1ゲート部の開口部すなわち土砂通過口をピスト
ンの直径及びストロークと同等の幅及び長さにすること
により開口面積が大きくなり、ピストンの吸引力だけに
たよることなく土砂の自重落下の要素も加味したため、
搬送室内の充填効率がほぼ100%と高くなり、いわゆ
るピストンの空送り現象が皆無となった。又、2連の圧
送ピストンは常に片側が圧送、片側が搬送室内に土砂を
取り込む動作を行うため、円滑で定量的な土砂の圧送を
効率良く連続で行うことが可能となった。さらに土砂の
取り込みを行う第1ゲート部と土砂の通過及び逆流を止
める第2ゲート剖を1枚の水平ゲート板で開閉させる機
構としたために、ゲート機構が簡単になり、且つ、ゲー
トの作動方向を圧送ピストンと平行に、且つ、水平とす
ることに誹り狭少な管断面に対する装置の占有断面を小
さくすることができ、推進工法の小口径管への適用も可
能となった。In the present invention, the opening of the first gate part, that is, the sand passage port, has a diameter and stroke equivalent to the diameter and stroke of the piston. By increasing the width and length, the opening area becomes larger, and instead of relying solely on the suction force of the piston, we also take into account the fall of the earth and sand under its own weight.
The filling efficiency in the transfer chamber was as high as almost 100%, and the so-called empty piston feeding phenomenon was completely eliminated. In addition, since the two pumping pistons always have one side for pumping and the other for taking in the earth and sand into the transfer chamber, it has become possible to efficiently and continuously pump the earth and sand in a quantitative manner. Furthermore, since the first gate part that takes in the earth and sand and the second gate part that stops the passage and backflow of earth and sand are opened and closed by a single horizontal gate plate, the gate mechanism is simplified and the operating direction of the gate can be changed. By making it parallel and horizontal to the pumping piston, it is possible to reduce the cross section occupied by the device in a narrow pipe cross section, and the propulsion method can also be applied to small diameter pipes.
第1図は、本発明の土砂圧送機の断面説明図。
第2図は、土砂圧送機の平面説明図(撹拌及び供給スク
リュウ図示省略)。第3図は、第1図の矢視A−A断面
図、第4図〜第7図は、水平ゲート及び圧送ピストンの
作動説明図を示す。
なお図中、12は撹拌及び供給スクリュウの駆動モータ
。13及び14はシールを示す。
第
図
第
図
第
図FIG. 1 is an explanatory cross-sectional view of the earth and sand pumping machine of the present invention. FIG. 2 is an explanatory plan view of the earth and sand pumping machine (stirring and supply screws are not shown). FIG. 3 is a sectional view taken along the line A-A in FIG. 1, and FIGS. 4 to 7 are explanatory views of the operation of the horizontal gate and the pressure-feeding piston. In the figure, 12 is a drive motor for the stirring and supply screw. 13 and 14 indicate seals. Figure Figure Figure Figure
Claims (1)
ウ16を備え、ホッパー1の下部に2連の圧送ピストン
2−1,2−2を有する各々独立した搬送室3−1,3
−2を設け、上部には該室3−1,3−2内に土砂を取
り込む第1ゲート部4−1,4−2を設け、搬送室3−
1,3−2の前部には各々斜め上方に立ち上げた搬送管
5−1,5−2を連結し、立ち上げ途中には土砂を通過
させる第2ゲート部6−1,6−2を設け、該搬送室3
−1,3−2及び搬送管5−1,5−2の上部に第1ゲ
ート部4−1,4−2後方から第2ゲート部6−1,6
−2前方を通して各々1枚の水平ゲート板7−1,7−
2を圧送方向に平行且つ水平に作動するように設置し、
水平ゲート板7−1,7−2には開口面積の大きな土砂
通過口17を各々1ケ所設け、さらに水平ゲート板7−
1,7−2の駆動と圧送ピストン2−1,2−2の駆動
を油圧シーケンスにより連動させるように構成したこと
を特徴とする土砂圧送機。1) Sediment hopper 1 is equipped with 2 to 3 sets of stirring and feeding screws 16, and independent transfer chambers 3-1 and 3 each have two sets of pressure-feeding pistons 2-1 and 2-2 at the bottom of hopper 1.
-2 is provided, first gate portions 4-1, 4-2 are provided at the upper part to take in earth and sand into the chambers 3-1, 3-2, and the transfer chamber 3-
Conveyance pipes 5-1 and 5-2, which are raised diagonally upward, are connected to the front parts of the pipes 1 and 3-2, respectively, and second gate parts 6-1 and 6-2 through which earth and sand pass are connected to the front parts of the pipes 1 and 3-2. is provided, and the transfer chamber 3
-1, 3-2 and the upper part of the conveyor pipes 5-1, 5-2 from the rear of the first gate part 4-1, 4-2 to the second gate part 6-1, 6
-2 One horizontal gate plate 7-1, 7- through the front
2 is installed so that it operates parallel and horizontally to the pumping direction,
The horizontal gate plates 7-1 and 7-2 each have one earth and sand passage port 17 with a large opening area, and the horizontal gate plates 7-
1 and 7-2 and the driving of the pumping pistons 2-1 and 2-2 are linked by a hydraulic sequence.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP711288A JPH0230892A (en) | 1988-01-16 | 1988-01-16 | Sediment pumping machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP711288A JPH0230892A (en) | 1988-01-16 | 1988-01-16 | Sediment pumping machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0230892A true JPH0230892A (en) | 1990-02-01 |
Family
ID=11657004
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP711288A Pending JPH0230892A (en) | 1988-01-16 | 1988-01-16 | Sediment pumping machine |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0230892A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002276292A (en) * | 2001-03-22 | 2002-09-25 | Kubota Construction Co Ltd | Soil conveying method in shield method |
-
1988
- 1988-01-16 JP JP711288A patent/JPH0230892A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002276292A (en) * | 2001-03-22 | 2002-09-25 | Kubota Construction Co Ltd | Soil conveying method in shield method |
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