JPH0663261B2 - Method and apparatus for pumping earth and sand - Google Patents

Method and apparatus for pumping earth and sand

Info

Publication number
JPH0663261B2
JPH0663261B2 JP63309918A JP30991888A JPH0663261B2 JP H0663261 B2 JPH0663261 B2 JP H0663261B2 JP 63309918 A JP63309918 A JP 63309918A JP 30991888 A JP30991888 A JP 30991888A JP H0663261 B2 JPH0663261 B2 JP H0663261B2
Authority
JP
Japan
Prior art keywords
sand
pressure
earth
feeding
sediment
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 - Fee Related
Application number
JP63309918A
Other languages
Japanese (ja)
Other versions
JPH02157331A (en
Inventor
西川  豊
敏雄 荒川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toa Corp
Original Assignee
Toa Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Toa Corp filed Critical Toa Corp
Priority to JP63309918A priority Critical patent/JPH0663261B2/en
Publication of JPH02157331A publication Critical patent/JPH02157331A/en
Publication of JPH0663261B2 publication Critical patent/JPH0663261B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Combined Means For Separation Of Solids (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、主としてバックホウやグラブバケットで浚渫
した土砂を、埋立地や土砂処分地等へ圧送するのに使用
する土砂の圧送方法とその装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention mainly relates to a method and an apparatus for sending sediment used for sending sediment dredged by a backhoe or a grab bucket to a landfill, a sediment disposal site, or the like. It is about.

〔従来の技術〕[Conventional technology]

従来、バックホウやグラブバケット等によって浚渫した
土砂を所定の場所に圧送するには、その浚渫した土砂中
に含まれるワイヤー、ロープ、沈木、石、その他の障害
物をスクリーン等で除去し、引続き混練装置で混練して
土砂を流動化し、その後にバッチ式等の圧送タンクに搬
入して土砂を圧送していた。
Conventionally, in order to pressurize the dredged soil with a backhoe or grab bucket, etc. to a predetermined place, the wires, ropes, shrubs, stones and other obstacles contained in the dredged sand are removed with a screen, etc., and then kneaded. The sand was fluidized by kneading with an apparatus, and then it was carried into a batch type pressure-feeding tank and pressure-fed.

そのため、従来の土砂の圧送方式では、スクリーン等の
障害物除去装置、混練装置及び複数の圧送タンク等の圧
送装置がそれぞれ別体に必要であり、通常これらの各装
置は、台船上に配置されるので、非常に大きな台船が必
要となる。
Therefore, in the conventional pressure-feeding method for earth and sand, an obstacle removing device such as a screen, a kneading device, and a pressure-feeding device such as a plurality of pressure-feeding tanks are required separately, and usually, these respective devices are arranged on a pontoon. Therefore, a very large barge is required.

また、上記圧送タンクは、連続運転ではなく、バッチ運
転なので、1基の圧送タンクで土砂を圧送している間
に、他の1基の圧送タンク内へ土砂を搬入するというよ
うに、最低2基は必要になる。
In addition, since the above-mentioned pressure-feeding tank is not a continuous operation but a batch operation, while the sediment is being sent by one pressure-feeding tank, the sediment is carried into another one of the pressure-feeding tanks. Groups are needed.

したがって、土砂圧送のための設備が大掛りとなり、河
川や湖沼における浚渫の際、場所によっては、これら設
備を搭載する台船が配置できないという問題が発生す
る。
Therefore, the equipment for pumping the sediment becomes large, and at the time of dredging in a river or lake, depending on the location, there is a problem that a berth equipped with these equipment cannot be arranged.

特に、浚渫した土砂を圧送管を使用して長い距離圧送す
るためには、各装置の規模が大きくなり、かつその駆動
源も増大すると共に、更に、そのために大きな台船が配
置できなければ、土砂の圧送距離に限度が生ずるという
問題もある。
In particular, in order to pump dredged sand using a pressure-feeding pipe for a long distance, the scale of each device becomes large, and the drive source also increases, and further, if a large barge cannot be placed, There is also a problem that the pumping distance of sediment will be limited.

〔発明の解決しようとする課題〕[Problems to be Solved by the Invention]

本発明は、前記従来の問題点を解決するためになされた
ものであり、コンパクトな接備で、しかも小さな駆動源
で圧送距離の長い土砂の圧送のできる圧送方法およびそ
の装置を提供することを課題としたものである。
The present invention has been made to solve the above-mentioned conventional problems, and provides a compacting method, and a compacting method, and a compacting device capable of compacting a long distance for compacting and pumping soil and sand, and a device therefor. This is an issue.

〔課題を解決するための手段〕[Means for Solving the Problems]

上記の課題を解決するための手段として、本発明の土砂
の圧送方法は、土砂圧送用ポンプにより土砂を圧送する
際には、該土砂圧送用ポンプとして渦巻式の加圧翼車を
使用し、予め撹拌により流動化させた土砂を該加圧翼車
の吸引口に吸引すると共、該加圧翼車の吐出口に逆止弁
を介して接続した圧送管内に圧送し、該圧送管内に圧送
した土砂を、該土砂の圧送方向に向けて加圧空気を吐出
することにより、該加圧空気と共に混合圧送する土砂の
圧力方法からなり、その装置は、土砂を受けるホッパー
の下部からその土砂を撹拌しながら土砂圧送用の渦巻式
の加圧翼車の吸引口へ供給する搬送手段を設け、かつ該
加圧翼車の吐出口に逆止弁を介して圧送管を接続し、該
圧送管内に土砂の圧送方向に向けた加圧空気吐出口を設
けることにより構成される。
As a means for solving the above problems, the method of pumping sediment according to the present invention, when pumping sediment by a pump for pumping sediment, using a spiral pressure vane wheel as the pump for pumping sediment, The soil that has been fluidized by agitation in advance is sucked into the suction port of the pressure impeller, and at the same time, it is pressure-fed into the pressure feeding pipe connected to the discharge port of the pressure impeller via the check valve, and is fed into the pressure feeding pipe. The earth and sand is formed by a method of pressure of earth and sand which is mixed and sent together with the pressurized air by discharging pressurized air in the direction of sending the earth and sand. A conveying means for supplying to the suction port of a spiral pressure impeller for pressure-feeding earth and sand while stirring is provided, and a pressure-feed pipe is connected to the discharge port of the pressure-impeller via a check valve. A pressurized air discharge port is provided on the It is.

以上の構成からなる本発明は、浚渫された土砂をポッパ
ーから土砂圧送用ポンプに圧送する際に、土砂圧送用ポ
ンプとして吸引吐出機能をもつ渦巻式の加圧翼車を使用
したため、土砂圧送用ポンプを長大化させることなくコ
ンパクトに纏めると共に、吐出側に連結した圧送管側か
ら逆止弁を介して流動化した土砂や圧縮空気を逆流させ
ることなく土砂に連続的に圧送管内に供給することがで
きる。さらにその加圧翼車自体は、能力の小さい駆動源
であっても土砂の圧送が可能になる。
The present invention configured as described above, when the dredged soil is pressure-fed from the popper to the sand-pressure pump, a spiral pressure wheel having a suction and discharge function is used as the soil-pressure pump, so that The pump can be compactly assembled without lengthening, and the fluidized earth and sand or compressed air from the pressure feed pipe side connected to the discharge side can be continuously supplied to the earth and sand through the check valve without backflow. You can Further, the pressure impeller itself can pump the earth and sand even if it is a drive source with a small capacity.

〔実施例〕〔Example〕

以下図面を参照して本発明の実施例を説明するが、第1
図は本発明の一実施例における土砂の圧送装置の一部断
面で示す配置側面図、第2図は第1図のI−I方向の要
部正面図である。
An embodiment of the present invention will be described below with reference to the drawings.
FIG. 1 is a side view of the arrangement of a soil and sand pumping apparatus according to an embodiment of the present invention shown in a partial cross section, and FIG.

まず、この圧送装置は、その全体を示していない台船20
上に搭載されたものであり、図示されていないバックホ
ウやグラブバケット等で浚渫した土砂Sを土砂処分地等
の所定の場所に圧送管1を介して矢印Sの方向に圧送す
るものである。
First of all, this pumping device is not shown in its entirety.
It is mounted on the top, and the soil S dredged by a backhoe, a grab bucket, or the like (not shown) is pressure-fed to a predetermined place such as a soil disposal site through the pressure-feeding pipe 1 in the direction of arrow S.

そこで、浚渫した土砂Sを受けるホッパー2の上部に、
土砂S中のワイヤー、ロープ、沈木、石等の障害物Hは
排除手段として振動スクリーン3を配設し、振動スクリ
ーン3の端部側のホッパー2に障害物Hの落下用の開口
部4を設けており、またこの振動スクリーン3の端部側
の下部には土砂Sを受けてホッパー2の下方に落下させ
る土砂受けシュート5が設けられている。
Therefore, on the upper part of the hopper 2 that receives the dredged soil S,
An obstacle H such as a wire, rope, shrub, or stone in the earth and sand S is provided with a vibrating screen 3 as an excluding means, and an opening 4 for dropping the obstacle H is provided in a hopper 2 on the end side of the vibrating screen 3. In addition, a sediment receiving chute 5 for receiving the sediment S and dropping it below the hopper 2 is provided in the lower portion of the vibrating screen 3 on the end side.

なお、第1図にて6で示すのは振動スクリーン3用の駆
動用モータである。
It is to be noted that reference numeral 6 in FIG. 1 denotes a driving motor for the vibrating screen 3.

次に、ホッパー2の下部に、第1図及び第2図に示すよ
うに油圧モータ7で回転する撹拌機8を配置し、更にそ
の下方に土砂Sを矢印T方向に搬送するスクリューフィ
ーダ9が左右に2連配置され、油圧モータ13で回転され
るようになっている。
Next, as shown in FIG. 1 and FIG. 2, an agitator 8 rotated by a hydraulic motor 7 is arranged below the hopper 2, and a screw feeder 9 for conveying the earth and sand S in the direction of arrow T is further arranged below the agitator 8. It is arranged on the left and right in two rows and is rotated by a hydraulic motor 13.

また、上記スクリューフィーダ3の搬出側端部の上方
に、土砂S中の障害物Hのもう一つの排除手段として、
高速回転するスパイラル状の突起または溝を有する障害
物除去ローラ10を設け、更にその障害物除去ローラ10の
上方に土砂Sの圧送用ポンプとして、モータ11で回転す
る渦巻式の加圧翼車12を設けている。
In addition, as another means for removing the obstacle H in the earth and sand S above the discharge side end of the screw feeder 3,
An obstacle removing roller 10 having a spiral-shaped projection or groove that rotates at high speed is provided, and a spiral pressure impeller 12 that is rotated by a motor 11 is provided above the obstacle removing roller 10 as a pump for feeding sediment S. Is provided.

なお、上記障害物除去ローラ10は複数列配設され、第1
図のII−II方向を示す第3図のごとく突起10A、または
溝を有するローラを油圧モータ16で高速回転することに
より、ローラとローラの隙間から土砂Sのみが加圧翼車
12に吸引され、土砂S中に含まれている前記振動スクリ
ーン3で除去されなかった比較的小さなごみ等の障害物
Hは、上記の突起10Aの回転方向に沿って加圧翼車12の
吸引範囲外へ移動して下方に落下し、下部にある程度貯
った障害物Hが、ゲート開閉シリンダー14で適宜に開閉
される蓋15を開けることで搬送されるようになってい
る。
The obstacle removing rollers 10 are arranged in a plurality of rows, and
As shown in FIG. 3 showing the II-II direction in the drawing, by rotating the roller having the projection 10A or the groove at a high speed by the hydraulic motor 16, only the sand S from the gap between the rollers is pressed by the hydraulic impeller.
Obstacles H, such as relatively small dust, which are sucked by the 12 and not removed by the vibrating screen 3 contained in the earth and sand S are sucked by the pressure impeller 12 along the rotation direction of the protrusion 10A. Obstacles H that have moved to the outside of the range, dropped downwards, and accumulated to some extent in the lower part are conveyed by opening the lid 15 that is appropriately opened and closed by the gate opening / closing cylinder 14.

次に、上記加圧翼車12の吐出口に逆止弁17を介して圧送
管1を接続し、その圧送管1内に土砂Sの矢印で示す圧
送方向に向けて加圧空気Aを吐出させる加圧空気吐出口
18を設けている。
Next, the pressure feed pipe 1 is connected to the discharge port of the pressure impeller 12 via the check valve 17, and the pressurized air A is discharged into the pressure feed pipe 1 in the pressure feed direction indicated by the arrow of the earth and sand S. Pressurized air outlet
18 are provided.

以上の構成からなるこの実施例の土砂Sの圧送装置の土
砂Sの圧送作用を説明すると、浚渫された土砂Sがホッ
パー2に投入されると、振動スクリーン3で比較的大き
な障害物Hが選別され、開口部4からホッパー2の外に
落下して除去される。
Explaining the pumping action of the sand S of the pumping apparatus for the sand S of the present embodiment having the above-mentioned configuration, when the dredged sand S is put into the hopper 2, a relatively large obstacle H is sorted by the vibrating screen 3. Then, it falls out of the hopper 2 through the opening 4 and is removed.

一方、振動スクリーン3の傾斜に沿って土砂Sの極く一
部が開口部4へ向うが、その土砂Sは土砂受けシュート
5によってホッパー2内の下方に落下する。
On the other hand, a very small part of the earth and sand S is directed toward the opening 4 along the inclination of the vibrating screen 3, but the earth and sand S is dropped downward in the hopper 2 by the earth and sand catch chute 5.

ホッパー2内を落下した土砂Sは撹拌機8で撹拌され流
動化し、スクリューフィーダ9によって土砂圧送用ポン
プである加圧翼車12の下方に送られるが、送られた土砂
S中の振動スクリーン3で除去できなかった比較的小さ
な障害物Hは、加圧翼車12に吸引される前に障害物除去
ローラ10により除去される。
The earth and sand S that have fallen in the hopper 2 are agitated by the agitator 8 and fluidized, and are sent to the lower side of the pressure impeller 12 which is the earth and sand pressure pump by the screw feeder 9, and the vibrating screen 3 in the earth and sand S sent. The relatively small obstacle H that could not be removed in step 1 is removed by the obstacle removing roller 10 before being sucked by the pressure impeller 12.

次に、加圧翼車12によって圧送される土砂は加圧翼車12
の吐出口から逆止弁17を通って圧送管1へ送られ、ここ
で加加圧空気吐出口18から吐出される加圧空気Aによっ
て混気圧送され、所定の場所まで長距離圧送されること
になる。
Next, the sediment sent by the pressure impeller 12 is
Is sent to the pressure feed pipe 1 through the check valve 17 and is sent to the pressure feed pipe 1 by the pressurized air A discharged from the pressurization air discharge port 18 and mixed pressure is sent to a predetermined place over a long distance. It will be.

圧送管内に加圧空気が吐出されると、当初土砂が管内の
下方に、空気が管内の上方に分かれて送られているが、
しだいに土砂の表面が波立ち、土砂が管内をふさぎ栓を
する状態となり、続いて、栓をする状態が崩れて、再び
土砂が管内の下方に、空気が管内の上方に分かれるとい
う状態にもどることをくり返しながら、土砂が圧送され
る。
When pressurized air is discharged into the pressure-feeding pipe, initially the sediment is sent downward in the pipe and the air is sent upward in the pipe.
Gradually, the surface of the earth and sand swells, the earth and sand block the inside of the pipe, and the plug is broken. While repeating, the earth and sand are pumped.

土砂が管に栓をした状態になると抵抗が増し、加圧空気
は、土砂の圧送方向へ行かず逆流しようとするが、逆止
弁が閉じるので、加圧空気の逆流が防止されると共に、
土砂の供給も中断される。土砂が管に栓をした状態が崩
れると、抵抗が減じ、加圧空気が土砂の圧送方向へ流れ
やすくなるので、逆止弁が開き、土砂が供給される。
When the soil becomes plugged into the pipe, the resistance increases, and the pressurized air tries to flow backward without going in the direction of pumping the soil, but since the check valve closes, backflow of the pressurized air is prevented,
The supply of earth and sand will also be interrupted. When the state in which the plug of the earth and sand collapses collapses, the resistance decreases and the pressurized air easily flows in the direction in which the earth and sand are pumped, so the check valve opens and the earth and sand is supplied.

このように、本発明では、逆止弁を介して接続した圧送
管内に、土砂の圧送方向に向けて加圧空気を吐出するこ
とが重要である。
As described above, in the present invention, it is important to discharge the pressurized air into the pressure feeding pipe connected via the check valve in the pressure feeding direction of the earth and sand.

なお、上記の実施例では、振動スクリーン3と障害物除
去ローラ10とを、土砂S中の障害物Hの排除手段とし
て、ホッパー2から加圧翼車12までの間にそれぞれ配設
しているが、障害物Hの混入状況等によっては、いずれ
か一方のみを適宜な任意の位置に配設してもよく、ま
た、本実施例の振動スクリーン3または障害物除去ロー
ラ10以外の障害物Hの排除手段を設けてもよい。
In the above embodiment, the vibrating screen 3 and the obstacle removing roller 10 are arranged between the hopper 2 and the pressure impeller 12 as means for removing the obstacle H in the earth and sand S. However, depending on the mixing status of the obstacles H, only one of them may be arranged at an appropriate arbitrary position, and the obstacles H other than the vibrating screen 3 or the obstacle removing roller 10 of the present embodiment. May be provided.

また、この実施例ではホッパー2の下部から土砂Sを撹
拌しながら加圧翼車12側へ搬送する撹拌・搬送手段とし
て撹拌機8とスクリューフィーダ9とを別体に設けてい
るが、土砂Sの性質によっては、これら両車を1体とし
た例えば連続ミキサー等を用いることも可能であり、更
に、スクリューフィーダ9の代りにベルトコンベア等の
搬送手段に適宜な撹拌手段を付加したものを用いてもよ
い。
Further, in this embodiment, the agitator 8 and the screw feeder 9 are separately provided as a stirring / conveying means for conveying the earth and sand S from the lower part of the hopper 2 to the pressure impeller 12 side while agitating the earth and sand S. Depending on the nature of the above, it is possible to use, for example, a continuous mixer or the like in which these two wheels are integrated, and further, instead of the screw feeder 9, a conveyer such as a belt conveyor to which an appropriate stirring means is added is used. May be.

〔発明の効果〕〔The invention's effect〕

以上に説明した本発明の土砂の圧送装置によれば、一連
の設備全体が非常にコンパクトな装置に纏められ、その
装置内で、土砂中の障害物の除去、土砂の撹拌流動化及
び土砂の連続的な圧送が可能になり、その圧送装置の配
置場所を任意に選べ、河川や湖沼等のごとく大きな台船
が配置できない場所においても、圧送装置が配置可能に
なるという効果がある。
According to the sediment feeding device of the present invention described above, the entire series of equipment is integrated into a very compact device, and in the device, removal of obstacles in the sediment, agitation fluidization of the sand and sediment It is possible to perform continuous pressure feeding, and it is possible to arbitrarily select the location of the pressure feeding apparatus, and it is possible to place the pressure feeding apparatus even in a place where a large barge cannot be placed, such as a river or lake.

しかも撹拌により流動化した土砂のポンプ圧送手段とし
て、吸引吐出機能をもつ渦巻式の加圧翼車を使用したの
で、長大化することなく一層コンパクトになり、さらに
その加圧翼車自体は、逆止弁を介して圧送管内へ供給さ
れた土砂の逆流とその圧送管の加圧空気の加圧翼車側へ
の逆流を防止することができるので、能力の小さい駆動
源であっても土砂を連続的に確実に圧送することが可能
になる。
Moreover, since a spiral pressure impeller with a suction and discharge function was used as a pump pressure feeding means for the soil fluidized by agitation, it became more compact without lengthening, and the pressure impeller itself Since it is possible to prevent the backflow of the earth and sand supplied into the pressure feeding pipe through the stop valve and the backflow of the pressurized air of the pressure feeding pipe to the pressurizing impeller side, even if the drive source has a small capacity, It becomes possible to continuously and reliably perform pressure feeding.

更に、圧送管内が土砂で詰ってきた場合に、加圧空気に
より逆止弁が閉じるので、圧送管内へは加圧空気のみが
送られ、その結果、管内の詰りが解消され、円滑な圧送
作業ができるという効果もある。
Further, when the pressure feeding pipe is clogged with earth and sand, the check valve is closed by the pressurized air, so only the pressurized air is fed into the pressure feeding pipe, and as a result, the clogging inside the pipe is eliminated and smooth pressure feeding work is performed. There is also an effect that you can.

【図面の簡単な説明】[Brief description of drawings]

第1図は本発明の土砂の圧送装置の一実施例における部
分断面で示す配置側面図、第2図は第1図のI−I方向
の右半分断面で示す要部正面図、第3図は第1図のII−
II方向の左半分断面で示す要部正面図である。 1……圧送管、2……ホッパー、3……振動スクリー
ン、8……撹拌機、9……スクリューフィーダ、10……
障害物除去ローラ、12……加圧翼車、17……逆止弁、18
……加圧空気吐出口、H……障害物、S……土砂。
FIG. 1 is a side view of an arrangement of the embodiment of the present invention, showing a partial cross section, and FIG. 2 is a front view of the main part shown in the right half cross section in the direction I-I of FIG. 1, FIG. Is II- in Figure 1.
FIG. 4 is a front view of a main part shown in a left half cross section in a II direction. 1 ... Pressure feeding pipe, 2 ... Hopper, 3 ... Vibrating screen, 8 ... Stirrer, 9 ... Screw feeder, 10 ...
Obstacle removal roller, 12 …… Pressurizing impeller, 17 …… Check valve, 18
...... Pressurized air discharge port, H ... Obstacle, S ... Sediment.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】土砂圧送用ポンプにより土砂を圧送する際
に、該土砂圧送用ポンプとして渦巻式の加圧翼車を使用
し、予め撹拌により流動化させた土砂を該加圧翼車の吸
引口に吸引すると共、該加圧翼車の吐出口に逆止弁を介
して接続した圧送管内に圧送し、該圧送管内に圧送した
土砂を、該土砂の圧送方向に向けて加圧空気を吐出する
ことにより、該加圧空気と共に混合圧送する土砂の圧送
方法。
1. When the earth and sand is pumped by a sand and sand pump, a spiral pressure vane is used as the sand and sand pump, and the sand that has been fluidized by stirring in advance is sucked by the sand vane. In addition to suctioning to the mouth, the pressure is fed to the discharge port of the pressure impeller through a check valve and fed into the pressure feed pipe, and the earth and sand is fed into the pressure feed pipe, and pressurized air is supplied in the pressure feed direction of the earth and sand. A method for pumping earth and sand by discharging and discharging the mixed air together with the pressurized air.
【請求項2】土砂を受けるホッパーの下部からその土砂
を撹拌しながら土砂圧送用の渦巻式の加圧翼車の吸引口
へ供給する搬送手段を設け、かつ該加圧翼車の吐出口に
逆止弁を介して圧送管を接続し、該圧送管内に土砂の圧
送方向に向けた加圧空気出口を設けた土砂の圧送装置。
2. A conveying means for supplying the sediment from the lower part of a hopper for receiving the sediment to the suction port of a spiral pressure impeller for pressure-feeding the sediment, and at the discharge port of the impeller. A pressure-feeding device for earth and sand, which is connected to a pressure-feeding pipe via a check valve, and has a pressurized air outlet in the pressure-feeding pipe in the direction of pressure-feeding the earth-sand.
【請求項3】前記搬送手段と加圧翼車との間に土砂中の
障害物の排除手段を配設した請求項2記載の土砂の圧送
装置。
3. A sediment feeding apparatus according to claim 2, further comprising means for removing obstacles in the sand between the conveying means and the pressure impeller.
JP63309918A 1988-12-09 1988-12-09 Method and apparatus for pumping earth and sand Expired - Fee Related JPH0663261B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63309918A JPH0663261B2 (en) 1988-12-09 1988-12-09 Method and apparatus for pumping earth and sand

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63309918A JPH0663261B2 (en) 1988-12-09 1988-12-09 Method and apparatus for pumping earth and sand

Publications (2)

Publication Number Publication Date
JPH02157331A JPH02157331A (en) 1990-06-18
JPH0663261B2 true JPH0663261B2 (en) 1994-08-22

Family

ID=17998911

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63309918A Expired - Fee Related JPH0663261B2 (en) 1988-12-09 1988-12-09 Method and apparatus for pumping earth and sand

Country Status (1)

Country Link
JP (1) JPH0663261B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH051431A (en) * 1991-06-25 1993-01-08 Toa Harbor Works Co Ltd Mixing and forced transfer device for sediment
KR100873658B1 (en) * 2007-03-16 2008-12-12 한국에너지기술연구원 Determinate Quantity Feeding System of Solid Material by Screw Feeder
CN108273722A (en) * 2018-01-17 2018-07-13 郑东亮 A kind of drum-type anti-clogging quick Sand screen for building
CN109550678A (en) * 2018-12-26 2019-04-02 谢世琴 A kind of Sand screen for building

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61257544A (en) * 1985-05-08 1986-11-15 Katsuyoshi Harada Sludge pressure feeder
JPH06991B2 (en) * 1987-05-11 1994-01-05 株式会社原田総合土木 Mud pumping device

Also Published As

Publication number Publication date
JPH02157331A (en) 1990-06-18

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