JPH05112965A - Additives feeder to sand and soil pumping pipe - Google Patents
Additives feeder to sand and soil pumping pipeInfo
- Publication number
- JPH05112965A JPH05112965A JP27535391A JP27535391A JPH05112965A JP H05112965 A JPH05112965 A JP H05112965A JP 27535391 A JP27535391 A JP 27535391A JP 27535391 A JP27535391 A JP 27535391A JP H05112965 A JPH05112965 A JP H05112965A
- Authority
- JP
- Japan
- Prior art keywords
- sand
- additive
- pipe
- soil
- earth
- 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.)
- Granted
Links
Landscapes
- Treatment Of Sludge (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、圧縮空気を使って土砂
を混気圧送する土砂に、土質改良用の固化剤などの添加
剤を一定の割合で供給する土砂圧送管への添加剤供給装
置に関するものである。BACKGROUND OF THE INVENTION The present invention relates to an additive supply to a sediment feeding pipe for supplying an additive such as a solidifying agent for soil improvement at a constant ratio to the sediment to be mixed and pressure-compressed by using compressed air. It relates to the device.
【0002】[0002]
【従来の技術】従来、圧縮空気を使って土砂を混気圧送
している土砂中に、土砂改良用の固化剤などの添加剤を
供給する場合には、その土砂圧送管に逆止弁を設け、そ
の逆止弁と添加剤貯留タンクを注入管で接続し、タンク
に貯留した一定量の添加剤を圧送管内の圧力より高い圧
縮空気で注入することが行なわれていた。2. Description of the Related Art Conventionally, when an additive such as a solidifying agent for improving the sediment is supplied into the sediment that has been sending mixed air by using compressed air, a check valve is attached to the sediment sending pipe. The check valve and the additive storage tank are connected by an injection pipe, and a certain amount of the additive stored in the tank is injected by compressed air having a pressure higher than the pressure in the pressure feeding pipe.
【0003】しかしながら、含水比の高い粘性土、例え
ば高濃度浚渫船から送られる軟泥状の土砂を混気圧送し
た場合、図5に示す管路3内の土砂Sに対し矢印Aで示
す圧縮空気を供給すると、図5の管路3の下部に土砂S
が堆積し、圧縮空気Aが管路3の上部を流れていく状態
から、図6のごとく、堆積した土砂Sの上部が波立って
きて、次に、図7のごとく土砂Sが管路3内をふさぎ、
プラグをした状態になり、その結果、土砂Sが圧縮空気
Aにより管路3内を圧送され、さらに再び図5に近い状
態に戻って、図6および図7に示す現象が生じてそれを
繰り返し、図8のように土砂Sは管路3内でプラグの形
成と崩壊とを繰り返しながら管路3内を進むので、空気
だけが送られている部分と、土砂Sが送られている部分
とが交互に通過することになる。However, when the cohesive soil having a high water content ratio, for example, the soft mud-like earth and sand sent from a high-concentration dredger is sent under mixed pressure, compressed air indicated by an arrow A is applied to the earth and sand S in the pipeline 3 shown in FIG. When supplied, the earth and sand S will flow to the bottom of the pipeline 3 in FIG.
From the state where the compressed air A flows over the upper portion of the pipeline 3, the upper portion of the deposited soil S swells as shown in FIG. Close the inside,
It becomes a plugged state, and as a result, the earth and sand S is pumped by the compressed air A in the pipe line 3 and returns to the state close to that in FIG. 5 again, and the phenomenon shown in FIG. 6 and FIG. As shown in FIG. 8, since the earth and sand S proceed in the pipe 3 while repeatedly forming and collapsing plugs in the pipe 3, there are a portion to which only air is sent and a portion to which the earth and sand S are sent. Will pass through alternately.
【0004】しかも、土砂Sのプラグの長さLは一定で
はないので、このように土砂プラグの形成と崩壊とを繰
り返しながら圧送される土砂Sに、添加剤の供給を行う
場合には、土砂プラグの長さLがまちまちなので、一定
量の添加剤を供給する従来の添加剤供給方式では、所定
の割合で添加剤を土砂S中に供給できないという問題が
ある。Moreover, since the plug length L of the earth and sand S is not constant, when the additive is supplied to the earth and sand S that is pressure-fed while repeatedly forming and disintegrating the earth and sand plug in this way, Since the length L of the plug varies, there is a problem that the additive cannot be supplied into the earth and sand S at a predetermined ratio in the conventional additive supply system that supplies a fixed amount of the additive.
【0005】[0005]
【発明の解決しようとする課題】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、管路内を
土砂プラグの形成と崩壊とを繰り返しながら圧送される
土砂に、一定の割合で添加剤を供給することができる土
砂圧送管への添加剤供給装置を提供することを解決課題
としたものである。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems of the prior art, and a constant amount of earth and sand is sent to the inside of a pipeline by repeatedly forming and collapsing earth and sand plugs. It is an object of the present invention to provide an additive supply device to a sand-and-sand pressurizing pipe that can supply the additive at a ratio of.
【0006】[0006]
【課題を解決するための手段】上記の課題を解決するた
めの手段として本発明の土砂圧送管への添加剤供給装置
は、土砂を圧縮空気で混気圧送する管路の途中に、遠心
翼車からなる水中サンドポンプを設けた渦巻室を介設
し、その水中サンドポンプの吸引側に逆止弁を介して添
加剤供給用の計量器を接続すると共に、上記渦巻室から
所定距離離れた管路内に設けた流速計または流量計の検
出値の変化に応じてその計量器を適宜運転、停止させる
ことにより構成され、流速計または流量計で土砂プラグ
が通過したことを検知して、添加剤の計量器からの供給
を開始したり停止したりすることにより、圧送される土
砂に一定の割合で添加剤を供給することができる。Means for Solving the Problems As a means for solving the above-mentioned problems, an additive supply device for a sediment feeding pipe of the present invention has a centrifugal blade in the middle of a pipe line for feeding the sediment by compressed air. A swirl chamber provided with a submersible sand pump consisting of a car is provided, and a meter for additive supply is connected to the suction side of the submersible sand pump via a check valve, and at a predetermined distance from the swirl chamber. It is configured by appropriately operating and stopping the measuring instrument according to the change in the detected value of the velocity meter or flow meter provided in the pipeline, and detecting that the earth and sand plug has passed by the velocity meter or flow meter, By starting or stopping the supply of the additive from the meter, the additive can be supplied at a constant ratio to the soil to be pumped.
【0007】[0007]
【実施例】以下図面を参照して本発明の実施例を説明す
るが、図1はその一実施例における土砂圧送管への添加
剤供給装置の要部断面で示す概略側面図で、図2は図1
のA−A′方向の平断面図、そして図3は図2のB−
B′方向の正断面図である。まず、図2において、軟泥
状の土砂Sを図8のごとく混気圧送する管路3の途中
に、図3に示すような渦巻室1を介設し、その渦巻室1
内に遠心翼車5およびその駆動モータ6からなる水中サ
ンドポンプ2を設けると共に、その水中サンドポンプ2
の吸引側に、図1に示すように逆止弁7を介してホッパ
ー8および、土質改良用の添加剤Tの供給用の計量器9
を接続しており、この計量器9のモータを10で示してい
る。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a schematic side view showing a cross section of an essential part of an additive supply device for a soil and sand pressure feeding pipe in one embodiment. Figure 1
2 is a plan sectional view taken along line AA ′ of FIG.
It is a front sectional view of the B'direction. First, in FIG. 2, a swirl chamber 1 as shown in FIG. 3 is provided in the middle of a pipe line 3 for feeding mixed fluid S of soft mud as shown in FIG.
The submersible sand pump 2 composed of the centrifugal impeller 5 and its drive motor 6 is provided inside the submersible sand pump 2 and
As shown in FIG. 1, a hopper 8 and a measuring instrument 9 for feeding the additive T for soil improvement are provided on the suction side of
Is connected, and the motor of this measuring instrument 9 is indicated by 10.
【0008】なお、計量器9上には添加剤Tを供給する
サイロ11が設けられ、さらにサイロ11の上部にはバッグ
フィルタ12が設けられている。次に、管路3の渦巻室1
から所定距離D離れた管路3内に、流速計13または流量
計が設けられている。そこで、管路3内を図8で説明し
たように混気圧送された土砂Sのプラグを流速計13また
は流量計の検出値の変化で検出して計量器9のモータ10
にその検出信号Gを送る。A silo 11 for supplying the additive T is provided on the measuring device 9, and a bag filter 12 is provided above the silo 11. Next, the spiral chamber 1 of the conduit 3
A velocity meter 13 or a flow meter is provided in the pipe line 3 which is away from the device by a predetermined distance D. Therefore, as described with reference to FIG. 8, the plug of the earth and sand S, which has been mixed and pressure-fed in the pipe line 3, is detected by a change in the detected value of the velocity meter 13 or the flow meter, and the motor 10 of the measuring instrument 9 is detected.
The detection signal G is sent to.
【0009】流速計13または流量計を設けた管路3内の
地点から、添加剤供給用の計量器9を設けた地点まで、
土砂プラグが到達する時間をあらかじめ測定しておき、
流速計13または流量計の検出信号Gを受けてから所定時
間経過後に計量器9を作動させて、添加剤Tをホッパー
8内へ連続的に供給する。そこで、供給された添加剤T
は、矢印R方向に回転する遠心翼車5の遠心力により、
管路3内へ供給され、遠心翼車5の遠心力によりホッパ
ー8内へは吹き出すことがない。From the point in the pipe line 3 where the velocity meter 13 or the flow meter is provided to the point where the measuring instrument 9 for supplying the additive is provided,
Measure the time it takes for the earth and sand plug to reach,
After receiving the detection signal G from the velocity meter 13 or the flow meter, the meter 9 is operated after a predetermined time has elapsed, and the additive T is continuously supplied into the hopper 8. Therefore, the supplied additive T
Is due to the centrifugal force of the centrifugal impeller 5 rotating in the direction of arrow R,
It is supplied into the pipe line 3 and is not blown out into the hopper 8 by the centrifugal force of the centrifugal impeller 5.
【0010】次に、流速計13または流量計で土砂Sのプ
ラグが通過したことを検知したら、所定時間経過後に計
量器9を停止して、添加剤Tの供給を停止する。この
時、遠心翼車5には何も供給されないので、管路3内の
圧送用の圧縮空気がホッパー8内へ吹き出そうとする
が、逆止弁7が機能してホッパー8内への吹き出しを防
止できる。Next, when the velocity meter 13 or the flow meter detects that the plug of the earth and sand S has passed, the meter 9 is stopped after a lapse of a predetermined time, and the supply of the additive T is stopped. At this time, since nothing is supplied to the centrifugal impeller 5, the compressed air for pressure feeding in the conduit 3 tries to blow out into the hopper 8, but the check valve 7 functions and blows out into the hopper 8. Can be prevented.
【0011】すなわち、管路3内に設けた流速計13また
は流量計の土砂Sのプラグの検出値の変化に応じて計量
器9を適宜運転、停止させることにより、圧送中の土砂
S中に、一定の割合で添加剤Tを供給した後、添加剤T
を供給された混合泥St が図1の左側の管路3を圧送さ
れることになるが、この間遠心翼車5は常に矢印R方向
に回転させておくものとする。That is, the meter 9 is appropriately operated and stopped in accordance with the change in the detected value of the plug of the earth and sand S of the velocity meter 13 or the flow meter provided in the pipe 3, so that the earth and sand S being pumped can be removed. , After supplying the additive T at a constant ratio, the additive T
The mixed mud St supplied with is fed under pressure through the pipe line 3 on the left side of FIG. 1, and the centrifugal impeller 5 is always rotated in the direction of arrow R during this period.
【0012】次に、図4は高濃度浚渫船15から混気圧送
により管路3内を圧送された軟泥状の土砂Sに、本発明
の装置を採用して固化剤などの添加剤Tを添加して埋立
地16へ排出する連続処理システムを示しており、添加剤
Tの供給量は、流速計13からの検出信号Gを得て、図中
20で示す本発明の添加剤供給装置の計量器9の運転およ
び停止により調節される。Next, FIG. 4 shows that an additive T such as a solidifying agent is added to the soft mud-like earth S sent from the high-concentration dredger 15 by pressure-mixing inside the pipe 3 by using the apparatus of the present invention. It shows a continuous treatment system that discharges to the landfill 16 and supplies the additive T with the detection signal G from the flow velocity meter 13
It is adjusted by turning on and off the meter 9 of the additive supply apparatus of the present invention shown by 20.
【0013】ここで、添加剤Tを添加した後、土砂Sと
添加剤Tとは土砂プラグの形成と崩壊とを繰り返すこと
により、混練手段を設けなくてもプラグフローミキシン
グによりPで示す管路3の区間内で混練されるが、さら
に混練効果を高める必要のある場合には、管路3内の吐
出口付近にスタテックミキサー19のエレメントを挿入し
てもよい。このようなシステムにより埋立地16に投入さ
れる浚渫された軟泥化の土砂Sは、固化剤などの添加剤
Tで強度が増加し、埋立地の利用が早期に行える。Here, after the additive T is added, the sediment S and the additive T are repeatedly formed and disintegrated as a sediment plug, so that the conduit indicated by P is obtained by plug flow mixing without providing a kneading means. The kneading is carried out in the section No. 3, but if it is necessary to further enhance the kneading effect, the element of the static mixer 19 may be inserted near the discharge port in the pipe line 3. The dredged softened mud S that is put into the landfill 16 by such a system is increased in strength by the additive T such as a solidifying agent, and the landfill can be used early.
【0014】[0014]
【発明の効果】以上に説明した本発明の土砂圧送管への
添加剤供給装置によれば、土砂プラグの形成と崩壊とを
繰り返しながら圧送されている土砂中に、一定の割合で
添加剤を供給することができるという効果がある。ま
た、浚渫された土砂を埋立地まで泥気圧送する管路に本
発明の装置を適用して固化剤などを添加すれば、土砂プ
ラグの形成と崩壊とを繰り返しながら圧送されることに
より、土砂と添加剤とが混練され、土質によってはライ
ンミキサーなどの混練装置を用いることなく埋立地の地
盤を強化できるという利点もある。EFFECT OF THE INVENTION According to the additive supply device for a sediment feeding pipe of the present invention described above, the additive is added at a constant ratio to the sediment being pressure-fed while repeatedly forming and disintegrating the sediment plug. There is an effect that it can be supplied. In addition, if a solidifying agent is added by applying the device of the present invention to a pipeline for sending the dredged sediment to the landfill in mud pressure, the sediment is sent by pressure while repeating formation and collapse of the sediment plug. There is also an advantage that the ground of the landfill can be strengthened without using a kneading device such as a line mixer depending on the soil quality.
【図1】本発明の一実施例における土砂圧送管への添加
剤供給装置の要部断面で示す概略側面図である。FIG. 1 is a schematic side view showing a cross section of a main part of a device for supplying an additive to a sediment feeding pipe according to an embodiment of the present invention.
【図2】図1のA−A′方向の平断面図である。FIG. 2 is a plan sectional view taken along the line AA ′ of FIG.
【図3】図2のB−B′方向の正断面図である。3 is a front sectional view taken along the line BB ′ of FIG.
【図4】浚渫船からの軟泥状の土砂の混気圧送用管路に
本発明の装置を採用した例の連続処理システム図であ
る。FIG. 4 is a diagram of a continuous processing system of an example in which the device of the present invention is used in a mixed pressure air-feeding pipeline for soft mud-like soil from a dredger.
【図5】管路内の土砂に圧縮空気を供給した状態を示す
説明図である。FIG. 5 is an explanatory diagram showing a state in which compressed air is supplied to the earth and sand in the pipeline.
【図6】図5の状態から土砂の上部が波立った状態を示
す説明図である。FIG. 6 is an explanatory diagram showing a state where the upper portion of the earth and sand is wavy from the state of FIG.
【図7】図6の状態から土砂が管内をプラグした状態を
示す説明図である。FIG. 7 is an explanatory diagram showing a state where the inside of the pipe is plugged with earth and sand from the state of FIG. 6;
【図8】図5から図7までの状態の繰り返しにより混気
圧送される土砂のプラグの状態を示す説明図である。FIG. 8 is an explanatory diagram showing a state of a plug of earth and sand sent under mixed pressure by repeating the states of FIGS. 5 to 7;
1 渦巻室 2 水中サンドポン
プ 3 管路 5 遠心翼車 7 逆止弁 9 計量器 13 流速計 20 添加剤供給装置 S 土砂 T 添加剤1 Vortex chamber 2 Submersible sand pump 3 Pipe line 5 Centrifugal impeller 7 Check valve 9 Metering device 13 Velocity meter 20 Additive supply device S Sediment T Additive
Claims (1)
翼車からなる水中サンドポンプを設けた渦巻室を介設
し、その水中サンドポンプの吸引側に逆止弁を介して添
加剤供給用の計量器を接続すると共に、上記渦巻室から
所定距離離れた管路内に設けた流速計または流量計の検
出値の変化に応じて該計量器を適宜運転、停止させる土
砂圧送管への添加剤供給装置。1. A swirl chamber provided with a submersible sand pump consisting of a centrifugal impeller is provided in the middle of a pipe line for sending mixed sand and atmospheric pressure, and added to the suction side of the submersible sand pump via a check valve. A soil and sand pressure-feeding pipe for connecting and stopping a meter for supplying the agent, and for appropriately operating and stopping the meter according to a change in the detected value of a flow meter or a flow meter provided in a pipe distant from the swirl chamber by a predetermined distance. Additive supply device to.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3275353A JP3069976B2 (en) | 1991-10-23 | 1991-10-23 | Method of kneading mixed pressure sand and solidifying agent |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3275353A JP3069976B2 (en) | 1991-10-23 | 1991-10-23 | Method of kneading mixed pressure sand and solidifying agent |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP29341499A Division JP3210648B2 (en) | 1999-10-15 | 1999-10-15 | Method of kneading earth and sand and solidifying agent |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05112965A true JPH05112965A (en) | 1993-05-07 |
| JP3069976B2 JP3069976B2 (en) | 2000-07-24 |
Family
ID=17554294
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3275353A Expired - Fee Related JP3069976B2 (en) | 1991-10-23 | 1991-10-23 | Method of kneading mixed pressure sand and solidifying agent |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3069976B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH084051A (en) * | 1994-06-24 | 1996-01-09 | Ube Ind Ltd | Solidification pressure pump for soft mud |
| JPH0813541A (en) * | 1994-06-28 | 1996-01-16 | Ube Ind Ltd | Solidification pressure pump for soft mud |
| JPH1181370A (en) * | 1997-09-01 | 1999-03-26 | Toa Harbor Works Co Ltd | Method and apparatus for supplying and kneading additive material to earth and sand during mixed pressure feeding |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5155430B1 (en) * | 2011-09-20 | 2013-03-06 | セイホ工業株式会社 | Improved dredged landfill method and equipment |
-
1991
- 1991-10-23 JP JP3275353A patent/JP3069976B2/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH084051A (en) * | 1994-06-24 | 1996-01-09 | Ube Ind Ltd | Solidification pressure pump for soft mud |
| JPH0813541A (en) * | 1994-06-28 | 1996-01-16 | Ube Ind Ltd | Solidification pressure pump for soft mud |
| JPH1181370A (en) * | 1997-09-01 | 1999-03-26 | Toa Harbor Works Co Ltd | Method and apparatus for supplying and kneading additive material to earth and sand during mixed pressure feeding |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3069976B2 (en) | 2000-07-24 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |