JP3379042B2 - Method and apparatus for injecting improver into sediment transport pipe - Google Patents
Method and apparatus for injecting improver into sediment transport pipeInfo
- Publication number
- JP3379042B2 JP3379042B2 JP24467397A JP24467397A JP3379042B2 JP 3379042 B2 JP3379042 B2 JP 3379042B2 JP 24467397 A JP24467397 A JP 24467397A JP 24467397 A JP24467397 A JP 24467397A JP 3379042 B2 JP3379042 B2 JP 3379042B2
- Authority
- JP
- Japan
- Prior art keywords
- plug
- pipe
- improving agent
- transport pipe
- 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.)
- Expired - Fee Related
Links
Landscapes
- Air Transport Of Granular Materials (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、浚渫工事、シール
ド工事等で発生した土砂を空気圧送する土砂輸送管中
に、土質改良用の改良剤を注入するための方法および装
置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for injecting an improving agent for improving soil quality into a sediment transport pipe for pneumatically transporting sediment generated by dredging work, shield work and the like.
【0002】[0002]
【従来の技術】空気圧送は、比較的高濃度の土砂を長距
離輸送できる利点があり、浚渫土砂等の輸送に多用され
ている(例えば、特開平6−30688号公報等参
照)。ところで、輸送する土砂が高含水の軟泥土である
場合、これを排泥地または埋立地に直接投棄したので
は、その乾燥固化までに長期間を要し、土地の有効利
用、環境保護等の面で多くの問題を残すこととなる。2. Description of the Related Art Pneumatic feeding has an advantage of being able to transport relatively high-concentration earth and sand over a long distance, and is widely used for the transportation of dredged earth and sand (see, for example, JP-A-6-30688). By the way, if the soil to be transported is soft mud with a high water content, if it is dumped directly into a mud discharge or a landfill, it will take a long time to dry and solidify, and effective use of the land, environmental protection, etc. In terms of aspects, many problems will be left.
【0003】上記問題を解決するため、土砂を空気圧送
する輸送管中に土質改良用の改良剤(セメント系固化剤
等)を注入して目的地まで輸送することが一部で行われ
ている。しかしながら、軟泥土を空気圧送する場合、図
2に示すように、輸送管1内にエア供給管2を通して圧
縮エアを供給すると、土砂がせん断作用を受けて輸送方
向Aに分離し、輸送管1内にはプラグ3の断続的な流
れ、いわゆるプラグ流が形成される。したがって、輸送
管1中に改良剤を連続注入したのでは、その大半がプラ
グ3の相互間の空気層4中に供給されることとなり、土
砂中に所定量の改良剤を注入することが困難になるばか
りか、無駄な改良剤の使用が増えることとなる。In order to solve the above-mentioned problems, in some cases, a soil-improving agent (cement-based solidifying agent, etc.) is injected into a transportation pipe for pneumatically transporting the sand and transported to a destination. . However, when pneumatically feeding soft mud, as shown in FIG. 2, when compressed air is supplied into the transport pipe 1 through the air supply pipe 2, the sand and sand are subjected to a shearing action and separated in the transport direction A, and the transport pipe 1 An intermittent flow of the plug 3, that is, a so-called plug flow is formed therein. Therefore, if the improver is continuously injected into the transport pipe 1, most of it is supplied into the air layer 4 between the plugs 3, and it is difficult to inject a predetermined amount of the improver into the earth and sand. Not only that, but the use of useless improvers will increase.
【0004】なお、このプラグ流は、エア供給管2から
下流側へ離れるほど明瞭に現れ、したがって、このエア
供給管2の近傍か、エア供給管2より上流側で改良剤を
注入すれば、前記問題は解消されることになる。しか
し、このような注入方式では、改良剤の注入で土砂の粘
性が高まるため長距離輸送が困難になり、場合によって
は、輸送途中で土砂が固化して輸送管1が詰まって、大
掛かりなメンテナンスが必要になり、根本的な解決には
至らない。This plug flow appears more clearly as it moves away from the air supply pipe 2 toward the downstream side. Therefore, if the improver is injected near the air supply pipe 2 or upstream from the air supply pipe 2. The problem will be solved. However, in such an injection method, since the viscosity of the earth and sand increases due to the injection of the improving agent, long-distance transportation becomes difficult, and in some cases, the earth and sand solidify during transportation and the transportation pipe 1 is clogged, and thus large-scale maintenance is required. Is needed, and a fundamental solution cannot be reached.
【0005】そこで、例えば特開平5−112965号
公報には、土砂を空気圧送する管路(輸送管)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、水中サンドポンプの吸引側に逆止弁を介して
添加剤(改良剤)供給用の計量器を接続し、渦巻室から
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
化に応じて前記計量器を運転、停止させるようにした方
法、装置が記載されている。この方法、装置によれば、
流速計または流量計の検出値の変化からプラグの流れを
検知して、そのプラグが計量器に到達するまでの時間を
予測することで、改良剤をタイミング良く土砂に混入す
ることができるようになる。Therefore, for example, in Japanese Unexamined Patent Publication (Kokai) No. 5-112965, a swirl chamber provided with a submersible sand pump consisting of a centrifugal impeller is provided in the middle of a pipeline (transportation pipe) for pneumatically feeding earth and sand, and Connect a measuring device for additive (improving agent) supply to the suction side of the sand pump via a check valve, and respond to changes in the detected value of the current meter or flow meter installed in the conduit away from the volute chamber. A method and an apparatus for operating and stopping the measuring instrument by the above are described. According to this method and device,
By detecting the flow of the plug from the change in the detected value of the current meter or the flow meter and predicting the time until the plug reaches the measuring instrument, it is possible to mix the improver with the sand in a timely manner. Become.
【0006】[0006]
【発明が解決しようとする課題】しかしながら、上記公
報に記載された改良剤の注入方法によれば、流速計また
は流量計を設けた管路内の地点から、添加剤供給用の計
量器を設けた地点まで、プラグが到達する時間をあらか
じめ測定しておき、流速計または流量計の検出信号を受
けてから所定時間経過後に計量器を作動させるようにし
ている(その公報第2欄第35〜39行)ため、プラグ
の流速が経時的に変化すると、計量器の作動タイミング
とプラグの到達時間との間にずれが生じ、土砂中に安定
的に改良剤を混入できないという問題があった。However, according to the method of injecting the improving agent described in the above publication, a measuring instrument for supplying the additive is provided from a point in the pipeline where the velocity meter or the flow meter is provided. The time required for the plug to reach the specified point is measured in advance, and the measuring instrument is operated after a predetermined time has elapsed after receiving the detection signal of the flow velocity meter or the flow meter (the gazette, column 2, columns 35 to 35). Therefore, there is a problem that when the flow velocity of the plug changes with time, there is a gap between the operation timing of the measuring instrument and the arrival time of the plug, and the improver cannot be stably mixed in the earth and sand.
【0007】 本発明は、上記従来の問題点を解決すべ
くなされたもので、その目的とするところは、プラグの
流速および流量を正確に把握して改良剤のタイミングの
良い注入と適正量の注入とを可能にする土砂輸送管への
改良剤注入方法および装置を提供することにある。The present invention has been made to solve the above-mentioned conventional problems, and an object thereof is to provide a plug
Accurately grasp the flow rate and flow rate to improve the timing of the improver.
It is an object of the present invention to provide a method and an apparatus for injecting a modifier into a sediment transport pipe, which enables a good injection and an appropriate amount of injection .
【0008】[0008]
【課題を解決するための手段】 上記目的を達成するた
め、本発明の方法は、土砂を空気圧送する輸送管の途中
にプラグの流動ピッチより短い間隔で付設した2つのプ
ラグ検知手段からの信号に基づいて、現在流れているプ
ラグの流速と流量とを求め、この流速および流量に応じ
て輸送管中への改良剤の注入タイミングおよび注入量を
制御することを特徴とする。Means for Solving the Problems To achieve the above object, the method of the present invention uses signals from two plug detection means provided in the middle of a transportation pipe for pneumatically feeding earth and sand at intervals shorter than the flow pitch of the plugs. based on determines the flow velocity and flow rate of the plug flowing current, and controlling the injection timing and injection amount of modifier into the transport tube according to the flow velocity and flow rate.
【0009】 本発明の方法においては、所定間隔で付
設した2つのプラグ検知手段によるプラグの検知時間の
差をとることで、そのプラグの流速を正確に把握するこ
とができる。また、このプラグ検知手段によれば、輸送
管内を流れる流体の物理量の変化から、輸送管の任意の
部位にプラグが到達した時間と通過した時間とを検出す
ることができ、したがって、両時間の差をとれば、輸送
管の口径との相関でそのプラグの大きさ(流量)を把握
することができる。 In the method of the present invention, the flow velocity of the plug can be accurately grasped by taking the difference in the detection time of the plug by the two plug detection means provided at a predetermined interval. In addition, according to this plug detection means,
From the change in the physical quantity of the fluid flowing in the pipe,
Detect the time when the plug reaches and passes through the part
Therefore, if you take the difference between the two times, the transportation
Grasping the plug size (flow rate) by correlating with the pipe diameter
can do.
【0010】ここで、輸送管に形成されるプラグ流は、
前記したように輸送管中への圧縮エアの供給点より下流
側へ離れるほど明瞭に現れるので、上記プラグ検知手段
を付設する箇所並びに改良剤を注入する箇所は、できる
だけ輸送管の末端に近い部分とするのが望ましい。この
ように輸送管の末端に近い部分にプラグ検知手段並びに
改良剤の注入箇所を設定した場合は、土砂が固化する間
もなく目的地に排出されるので、長距離輸送の障害にな
ることはもちろん、輸送管が目詰りを起す心配もなくな
る。Here, the plug flow formed in the transport pipe is
As described above, the more clearly it moves away from the compressed air supply point in the transportation pipe, the more downstream it becomes. Therefore, the location where the plug detection means is attached and the location where the improver is injected are as close to the end of the transportation tube as possible. Is desirable. In this way, when the plug detection means and the injection point of the improving agent are set in the portion near the end of the transportation pipe, the sediment will be discharged to the destination soon after it solidifies, which will of course hinder long-distance transportation. There is no need to worry about clogging of the transport pipe.
【0011】ところで、輸送管内にプラグ流が生じてい
ると、輸送管の任意の部位における圧力、流速、流量、
密度等は、当然のこととしてプラグが流動している場合
と空気層が流動している場合とで異なるものとなる。ま
た、輸送管の任意の部位をプラグが流れると、その部位
に大きな振動が発生したり、あるいは大きな音が発生す
る。したがって、本発明においては、前記した各物理量
を計測するセンサ類、すなわち圧力センサ、流速セン
サ、流量センサ、密度計、振動計、音響測定器、荷重計
等をプラグ検知手段として用いることができる。この場
合、これら物理量を計測するセンサ類は、単独で用いて
も、複数組合せて用いても良く、複数組合せて用いた場
合は、プラグの流れをより確実に検知できるようにな
る。By the way, when a plug flow is generated in the transport pipe, the pressure, flow velocity, flow rate at any portion of the transport pipe,
As a matter of course, the density and the like are different when the plug is flowing and when the air layer is flowing. Further, when the plug flows through an arbitrary portion of the transportation pipe, a large vibration or a loud noise is generated at that portion. Therefore, in the present invention, the sensors for measuring each physical quantity described above, that is, the pressure sensor, the flow velocity sensor, the flow rate sensor, the density meter, the vibrometer, the acoustic measuring instrument, the load meter, etc. can be used as the plug detecting means. In this case, the sensors that measure these physical quantities may be used alone or in combination, and when used in combination, the flow of the plug can be detected more reliably.
【0012】本発明は、上記改良剤の種類を特定するも
のではないが、速硬性に優れた材料、例えばセメント系
固化剤を用いるのが望ましい。また、この改良剤として
は、前記固化剤に塑性化剤、軽量化剤、分離防止材、臭
消材、速強剤、遅延材等を加えた複合剤も用いることが
できる。Although the present invention does not specify the type of the above-mentioned improving agent, it is desirable to use a material having excellent fast hardening property, for example, a cement-based solidifying agent. Further, as the improving agent, a composite agent obtained by adding a plasticizing agent, a lightening agent, a separation preventing material, an odor eliminating material, a fast strengthening agent, a retarding material, etc. to the solidifying agent can be used.
【0013】 本発明の方法によれば、上記したように
2つのプラグ検知手段からの信号に基づいて、現在流れ
ているプラグの流速と流量とを求めるので、この結果を
改良剤の注入側へフィードバックして、当該プラグに対
し必要量の改良剤を確実に混入することができる。 According to the method of the present invention, as described above,
Based on the signals from the two plug detection means, the current flow
Since the flow velocity and flow rate of the plug that is
Feedback to the injection side of the improver,
However, the required amount of the improver can be reliably mixed.
【0014】 本発明の方法においては、プラグの流速
に加えて流量を求めているので、その流量に応じて改良
剤の注入量を制御することで、土砂に対して改良剤を均
一に混入することができるが、この場合の改良剤の注入
量の制御は、注入時間の制御と注入圧力の制御との両方
となる。In the method of the present invention, since the flow rate is calculated in addition to the flow rate of the plug, by controlling the injection amount of the improver according to the flow rate, the improver is uniformly mixed into the earth and sand. It is possible to control the injection amount of the improver in this case by controlling both the injection time and the injection pressure.
Becomes
【0015】 本発明の装置は、上記した方法発明を実
行するためのもので、土砂を空気圧送する輸送管の途中
にプラグの流動ピッチより短い間隔で2つのプラグ検知
手段を付設し、前記輸送管の、前記プラグ検知手段より
下流側部分に、改良剤供給装置と配管で接続された注入
ノズルを取付けると共に、前記配管に開閉装置とポンプ
とを設け、さらに、前記2つのプラグ検知手段からの信
号に基づいて前記開閉装置の開放タイミングおよび開放
時間と前記ポンプの吐出圧力とを制御する制御装置を設
ける構成としたことを特徴とする。ここで、前記開閉装
置は、配管内の流路を自動開閉できる構造であれば、そ
の種類は任意であり、例えば、電磁バルブ、シリンダゲ
ート、電動バルブ等を用いることができる。The apparatus of the present invention is for carrying out the above-mentioned method invention, and is provided with two plug detecting means at a distance shorter than the flow pitch of the plugs in the middle of a transportation pipe for pneumatically feeding earth and sand, and the transportation is performed. An injection nozzle connected to the improving agent supply device through a pipe is attached to a portion of the pipe on the downstream side of the plug detecting means, and an opening / closing device and a pump are attached to the pipe.
And the opening timing and opening of the switchgear based on signals from the two plug detecting means.
A control device for controlling the time and the discharge pressure of the pump is provided. Here, the type of the opening / closing device is arbitrary as long as it has a structure capable of automatically opening / closing the flow path in the pipe, and for example, an electromagnetic valve, a cylinder gate, an electric valve or the like can be used.
【0016】このように構成した改良剤注入装置におい
ては、2つのプラグ検知手段の信号を制御装置に取込ん
でプラグの流速と流量とを算出させると共に、制御装置
からの指令で開閉装置を作動させて、改良剤の最適量を
最適のタイミングで輸送管中に注入することができる。In the improving agent injecting device thus constructed, the signals of the two plug detecting means are fetched into the control device to calculate the flow velocity and the flow rate of the plug, and the opening / closing device is operated by the command from the control device. Thus, the optimum amount of the improver can be injected into the transport pipe at the optimum timing.
【0017】[0017]
【発明の実施の形態】以下、本発明の実施の形態を添付
図面に基いて説明する。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the accompanying drawings.
【0018】図1は、本発明の一つの実施の形態として
の改良剤注入装置を示したものである。本実施の形態に
おいては、土砂を空気圧送する輸送管1の途中、特にそ
の末端に近い部分に、2つの圧力センサ10,11を所
定の間隔Sで付設すると共に、同輸送管1の、前記圧力
センサ10,11より下流側部分に注入ノズル12を設
けている。また、別途、改良剤供給装置13を設置し
て、この改良剤供給装置13と前記注入ノズル12との
間を配管14にて接続している。配管14には、ポンプ
15と開閉装置16とが介装されており、注入ノズル1
2には、ポンプ15の運転および開閉装置16の作動に
応じて所定圧の改良剤が所定量供給されるようになって
いる。なお、改良剤としては、ここではセメントミルク
が用いられており、改良剤供給装置13は、所定の濃度
のセメントミルクを製造するミルクプラントとして構成
されている。FIG. 1 shows an improving agent injecting device as one embodiment of the present invention. In the present embodiment, two pressure sensors 10 and 11 are attached at a predetermined interval S in the middle of the transportation pipe 1 for pneumatically feeding the earth and sand, and particularly in a portion near the end thereof, and An injection nozzle 12 is provided on the downstream side of the pressure sensors 10 and 11. Further, a modifying agent supply device 13 is separately installed, and the modifying agent supply device 13 and the injection nozzle 12 are connected by a pipe 14. A pump 15 and an opening / closing device 16 are interposed in the pipe 14, and the injection nozzle 1
2, a predetermined amount of the improving agent having a predetermined pressure is supplied according to the operation of the pump 15 and the operation of the opening / closing device 16. Cement milk is used here as the improving agent, and the improving agent supply device 13 is configured as a milk plant for producing cement milk having a predetermined concentration.
【0019】上記輸送管1の内部には、前出図2に示し
たようにプラグ3の断続的な流れ、いわゆるプラグ流が
形成されている。この輸送管1内の圧力は、プラグ3が
流動している部位では高く、前記空気層4(図2)が流
動している部位では低くなっており、したがって、プラ
グ流と同じサイクルで各圧力センサ10,11の出力信
号が変化することになる。すなわち、各圧力センサ1
0,11の出力信号の変化から、それらの設置部位への
プラグ3の到達および通過を知ることができ、したがっ
て、2つの圧力センサ10,11はプラグ3の流動を検
知するプラグ検知手段として機能するものとなってい
る。しかして、この2つの圧力センサ10,11の間隔
Sは、前記プラグ3の流動ピッチより短い間隔(例えば
3〜8m)に設定されている。これにより、同一のプラ
グ3の流動が2つの圧力センサ10,11により経時的
に検知され、その検知時間の差をとれば、プラグ3の流
速を求めることができるようになる。また、各圧力セン
サ10,11の出力信号の変化から、それらの設置部位
にプラグ3が到達した時間と通過した時間とを検出でき
るので、両時間の差をとれば、輸送管1の口径との相関
でそのプラグ3の大きさ(流量)を把握することができ
るようになる。Inside the transport pipe 1, an intermittent flow of the plug 3, that is, a so-called plug flow is formed as shown in FIG. The pressure in the transport pipe 1 is high in the part where the plug 3 is flowing and is low in the part where the air layer 4 (FIG. 2) is flowing. Therefore, the pressure in each cycle is the same as the plug flow. The output signals of the sensors 10 and 11 will change. That is, each pressure sensor 1
From the change in the output signals of 0 and 11, it is possible to know the arrival and passage of the plug 3 to their installation sites. Therefore, the two pressure sensors 10 and 11 function as plug detection means for detecting the flow of the plug 3. It is supposed to do. Therefore, the distance S between the two pressure sensors 10 and 11 is set to be shorter than the flow pitch of the plug 3 (for example, 3 to 8 m). As a result, the flow of the same plug 3 is detected by the two pressure sensors 10 and 11 over time, and the flow velocity of the plug 3 can be obtained by taking the difference between the detection times. Further, from the changes in the output signals of the pressure sensors 10 and 11, the time when the plug 3 reaches and the time when the plug 3 passes through can be detected. The size (flow rate) of the plug 3 can be grasped by the correlation of
【0020】以下、上記のように構成した改良剤注入装
置による改良剤注入方法を説明する。いま、輸送管1内
に形成されるプラグ流の1つのプラグ3が上流側の圧力
センサ10の設置部位に到達すると、上流側の圧力セン
サ10の出力信号が変化し、制御装置17は、その信号
が変化した時間を記憶する。該プラグ3は、その後、下
流側の圧力センサ11の設置部位に到達し、これにより
下流側の圧力センサ11の出力信号が変化する。制御装
置17は、この下流側の圧力センサ11の出力信号が変
化した時間と前記上流側の圧力センサ10の出力信号が
変化した時間との差をとり、該プラグ3の流速を算出す
ると共に、該プラグ3が注入ノズル12の設置部位まで
到達する時間を算出する。制御装置17はまた、前記上
流側の圧力センサ10の出力信号の経時変化からプラグ
3の流量(大きさ)を算出すると共に、このプラグ3に
混入すべき改良剤の混入量、すなわち所定の混合比とす
るために必要な改良剤の注入量を算出する。なお、この
改良剤の注入量は、ポンプ15の吐出圧力と開閉装置1
6の開放時間(注入時間)とで決まるが、制御装置17
は、ある大きさのプラグ3に対して均一に改良剤を混入
できる最適注入時間を優先して決定し、その上で、前記
最適注入時間内で所定の注入量を確保するための吐出圧
力を決定するようになっている。Hereinafter, a method for injecting an improving agent by the improving agent injecting apparatus constructed as described above will be described. Now, when one plug 3 of the plug flow formed in the transport pipe 1 reaches the installation site of the upstream pressure sensor 10, the output signal of the upstream pressure sensor 10 changes and the control device 17 Remember the time the signal changed. Thereafter, the plug 3 reaches the installation site of the pressure sensor 11 on the downstream side, which changes the output signal of the pressure sensor 11 on the downstream side. The controller 17 calculates the flow velocity of the plug 3 by taking the difference between the time when the output signal of the downstream pressure sensor 11 changes and the time when the output signal of the upstream pressure sensor 10 changes. The time required for the plug 3 to reach the installation site of the injection nozzle 12 is calculated. The controller 17 also calculates the flow rate (size) of the plug 3 from the change with time of the output signal of the pressure sensor 10 on the upstream side, and at the same time, mixes the modifying agent to be mixed into the plug 3, that is, a predetermined mixing amount. Calculate the amount of modifier injection required to obtain the ratio. The injection amount of this improving agent is the discharge pressure of the pump 15 and the opening / closing device 1.
6 is determined by the opening time (injection time), the control device 17
Is determined by giving priority to the optimum injection time at which the improving agent can be uniformly mixed in the plug 3 of a certain size, and then the discharge pressure for ensuring a predetermined injection amount within the optimum injection time. It is supposed to be decided.
【0021】そして、制御装置17からの指令で、先ず
ポンプ15の吐出圧力が調整され、さらに該プラグ3が
注入ノズル12の設置部位に到達するタイミングで開閉
装置16が開かれる。これにより、改良剤供給装置13
から配管14を通じて圧送された改良剤が注入ノズル1
2から輸送管1内に注入され、この改良剤は、注入ノズ
ル12の設置部位を流動するプラグ3に連続して混入さ
れる。そして、該プラグ3が注入ノズル12の設置部位
を通過し終えるタイミングで開閉装置16が閉じられ、
これにより該プラグ3には必要量の改良剤が均一に混入
される。以降、この改良剤の注入制御が各プラグ3ごと
に繰り返され、これにより、輸送管1内を空気圧送され
る土砂中には改良剤が所定の混合比で均一に混入され、
改良土砂が排泥池や埋立地などの目的地へ排出されるよ
うになる。本実施の形態では特に、輸送管1の末端近く
で改良剤を注入するようにしているので、改良土砂は固
化する間もなく目的地に排出され、長距離輸送の障害に
なることはない。また、輸送管1が目詰りを起す心配も
なくなるが、万一、目詰りを起しても、輸送管1の末端
付近のメンテナンスだけで済み、修復は簡単となる。Then, in response to a command from the controller 17, the discharge pressure of the pump 15 is first adjusted, and the opening / closing device 16 is opened at the timing when the plug 3 reaches the installation site of the injection nozzle 12. Thereby, the improving agent supply device 13
The improver pumped from the pipe 14 from the injection nozzle 1
2 is injected into the transport pipe 1, and the improving agent is continuously mixed into the plug 3 flowing through the installation site of the injection nozzle 12. Then, the opening / closing device 16 is closed at the timing when the plug 3 finishes passing through the installation site of the injection nozzle 12.
As a result, the required amount of improving agent is uniformly mixed in the plug 3. Thereafter, the injection control of the improving agent is repeated for each plug 3, whereby the improving agent is uniformly mixed in the earth and sand pneumatically fed in the transport pipe 1 at a predetermined mixing ratio,
Improved sediment will be discharged to destinations such as drainage ponds and landfills. In the present embodiment, in particular, since the improving agent is injected near the end of the transport pipe 1, the improved sediment is discharged to the destination soon after it solidifies, and does not hinder long-distance transportation. Further, there is no concern that the transport pipe 1 will be clogged, but even if the transport pipe 1 is clogged, only the maintenance in the vicinity of the end of the transport pipe 1 will be necessary and the repair will be easy.
【0022】[0022]
【0023】[0023]
【発明の効果】 以上、詳細に説明したように、本発明
に係る土砂輸送管への改良剤注入方法および装置によれ
ば、空気圧送で形成されるプラグの流速と流量とを正確
に把握して、対象となるプラグに必要量の改良剤を確実
に混入することができ、その利用価値は大なるものがあ
る。As described above in detail, according to the method and the device for injecting the improving agent into the earth and sand transport pipe according to the present invention, the flow velocity and flow rate of the plug formed by pneumatic feeding can be accurately grasped. As a result, the target plug can be reliably mixed with the required amount of the improving agent, and its utility value is great.
【図1】本発明に係る土砂輸送管への改良剤注入方法を
実行する装置を示す模式図である。FIG. 1 is a schematic diagram showing an apparatus for carrying out a method for injecting a modifier to a sediment transport pipe according to the present invention.
【図2】空気圧送により形成される輸送管内のプラグ流
の状態を示す断面図である。FIG. 2 is a cross-sectional view showing a state of a plug flow in a transport pipe formed by pneumatic feeding.
1 輸送管 3 プラグ 4 空気層 10,11 圧力センサ 12 注入ノズル 13 改良剤供給装置 14 配管 15 ポンプ 16 開閉装置 17 制御装置 1 transport pipe 3 plugs 4 air layer 10, 11 Pressure sensor 12 injection nozzles 13 Improvement agent supply device 14 Piping 15 pumps 16 Switchgear 17 Control device
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平5−112965(JP,A) 実開 平7−14321(JP,U) ─────────────────────────────────────────────────── ─── Continued front page (56) Reference JP-A-5-112965 (JP, A) Actual Kaihei 7-14321 (JP, U)
Claims (2)
注入する方法において、前記輸送管の途中にプラグの流
動ピッチより短い間隔で付設した2つのプラグ検知手段
からの信号に基づいて、現在流れているプラグの流速と
流量とを求め、この流速および流量に応じて輸送管中へ
の改良剤の注入タイミングおよび注入量を制御すること
を特徴とする土砂輸送管中への改良剤の注入方法。1. A method for injecting an improving agent into a transportation pipe for pneumatically feeding earth and sand based on a signal from two plug detection means attached to the transportation pipe at an interval shorter than a flow pitch of the plug. Injection of the improving agent into the sediment transport pipe, characterized in that the flow velocity and the flow rate of the flowing plug are obtained, and the timing and the injection amount of the improving agent into the transport pipe are controlled according to the flow velocity and the flow rate. Method.
注入する装置において、前記輸送管の途中にプラグの流
動ピッチより短い間隔で2つのプラグ検知手段を付設
し、前記輸送管の、前記プラグ検知手段より下流側部分
に、改良剤供給装置と配管で接続された注入ノズルを取
付けると共に、前記配管に開閉装置とポンプとを設け、
さらに、前記2つのプラグ検知手段からの信号に基づい
て前記開閉装置の開放タイミングおよび開放時間と前記
ポンプの吐出圧力とを制御する制御装置を設けたことを
特徴とする土砂輸送管中への改良剤注入装置。2. An apparatus for injecting an improving agent into a transport pipe for pneumatically feeding earth and sand, wherein two plug detecting means are provided in the middle of the transport pipe at intervals shorter than a flow pitch of the plug, At a portion downstream of the plug detection means, an injection nozzle connected to the improving agent supply device through a pipe is attached, and an opening / closing device and a pump are provided in the pipe.
Further, based on the signals from the two plug detecting means, the opening timing and opening time of the switchgear and the
An improving agent injecting device into a sediment transport pipe, which is provided with a control device for controlling a discharge pressure of a pump .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24467397A JP3379042B2 (en) | 1997-08-26 | 1997-08-26 | Method and apparatus for injecting improver into sediment transport pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24467397A JP3379042B2 (en) | 1997-08-26 | 1997-08-26 | Method and apparatus for injecting improver into sediment transport pipe |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH1161882A JPH1161882A (en) | 1999-03-05 |
JP3379042B2 true JP3379042B2 (en) | 2003-02-17 |
Family
ID=17122254
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP24467397A Expired - Fee Related JP3379042B2 (en) | 1997-08-26 | 1997-08-26 | Method and apparatus for injecting improver into sediment transport pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3379042B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6967809B1 (en) * | 2020-12-28 | 2021-11-17 | エレファントジャパン株式会社 | Suction nozzle for suction car and method of collecting iron dust |
-
1997
- 1997-08-26 JP JP24467397A patent/JP3379042B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH1161882A (en) | 1999-03-05 |
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