JPH0672441B2 - Pneumatic feeding method of earth and sand - Google Patents
Pneumatic feeding method of earth and sandInfo
- Publication number
- JPH0672441B2 JPH0672441B2 JP1307541A JP30754189A JPH0672441B2 JP H0672441 B2 JPH0672441 B2 JP H0672441B2 JP 1307541 A JP1307541 A JP 1307541A JP 30754189 A JP30754189 A JP 30754189A JP H0672441 B2 JPH0672441 B2 JP H0672441B2
- Authority
- JP
- Japan
- Prior art keywords
- pressure
- feeding
- sediment
- sand
- 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.)
- Expired - Fee Related
Links
- 239000004576 sand Substances 0.000 title claims description 29
- 238000000034 method Methods 0.000 title claims description 12
- 239000013049 sediment Substances 0.000 claims description 39
- 238000005086 pumping Methods 0.000 description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000002689 soil Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Landscapes
- Air Transport Of Granular Materials (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、圧縮空気で管路内の土砂を圧送する土砂運搬
用管路の複数管路を1つにまとめて土砂を効率良く圧送
する土砂の空気圧送方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention efficiently aggregates and conveys sediment by consolidating a plurality of sediment-conveying pipelines that convey compressed sediment with a compressed air. The present invention relates to a method for pneumatically feeding earth and sand.
従来、土砂を水と共に浚渫ポンプなどで吸引し、管路に
より目的地まで運搬する方法が浚渫工事などにおいて広
く使用されている。Conventionally, a method of sucking earth and sand together with water by a dredging pump or the like and transporting it to a destination through a pipeline has been widely used in dredging work and the like.
この場合、管路の径は、土砂が水と共に流れるのに必要
な流速が得られる大きさに決定されており、その結果、
複数のポンプからの管路を途中で1本の管路にまとめて
土砂を運搬しようとする場合、1本にまとめられた管路
の径は、複数のポンプを運転した時の流速を考慮して決
定される。そこで、第4−A図に示す径D1の管路1にそ
れぞれのポンプを有した土砂運搬管路の2系列を、第4
−B図に示す上記径D1よりも大きな径D2を有する1本の
管路2にまとめた場合、2本の管路1の一台のポンプを
休止し、一台のポンプのみを運転した時に、1本にまと
めた管路2内での流速V2が第4−A図の管路V1より小さ
くなり、土砂Sが運搬できなくなるという問題があっ
た。In this case, the diameter of the pipeline is determined so that the flow velocity required for the sediment to flow with water is obtained, and as a result,
When you try to transport the sediment from a plurality of pumps in a single conduit on the way, the diameter of the one conduit should be considered in consideration of the flow velocity when operating multiple pumps. Will be decided. Therefore, two series of sediment transport pipelines having respective pumps in pipeline 1 of diameter D 1 shown in FIG.
-In the case where the two pipelines 1 having a diameter D 2 larger than the above diameter D 1 shown in Fig. B are put together, one pump of the two pipelines 1 is stopped and only one pump is operated. when the flow velocity V 2 of the inside pipe 2 combined into one is smaller than the line V 1 of the first 4-a view, there is a problem that sand S can not be transported.
一方、本発明者らは、管路内の土砂を圧縮空気を使った
混気圧送により圧送することに着目し種々実験を重ねた
結果、第2−A図に示す管路3内の土砂Sに対し矢印A
で示す圧縮空気で圧送を行なった場合、まず第2−A図
の管路3の下部に土砂Sが堆積し、圧縮空気Aが管路3
の上部を流れている状態から、第2−B図のごとく、堆
積した土砂Sの上部が波立ってきて、次に、第2−C図
のごとく土砂Sが管路3内をふさぎ、栓をした状態とな
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、再び第2−A図の状態にもどって、第
2−B図及び第2−C図に示す現象が生じ、それを繰り
返すことになり、これにより土砂Sの圧送が可能となる
ことを確認した。On the other hand, as a result of repeating various experiments, the inventors of the present invention paid attention to pressure-feeding the sediment in the pipeline by mixed air pressure using compressed air. As a result, the sediment S in the pipeline 3 shown in FIG. Against arrow A
When the compressed air shown in Fig. 2 is used for the pressure feeding, first, the earth and sand S are deposited in the lower portion of the pipeline 3 in Fig. 2-A, and the compressed air A is fed to the pipeline 3.
As shown in Fig. 2-B, the upper part of the accumulated sediment S begins to swell from the state of flowing over the upper part of the pipe, and then the sediment S blocks the inside of the pipeline 3 as shown in Fig. 2-C, As a result, the earth and sand S are pressure-fed in the pipe 3 by the compressed air A, and the state of FIG. 2-A is restored again, as shown in FIGS. 2-B and 2-C. It was confirmed that a phenomenon occurred and this was repeated, whereby the sediment S could be pumped.
従って、圧縮空気Aにより土砂Sが圧送される場合に
は、圧縮空気Aの圧力が一定で第3−A図の管路1の径
D1が第3−B図の管路2の径D2へ、D1<D2のごとく変化
しても、土砂Sが管路1,2内に栓をした状態が起きる間
隔がH1からH2へH1<H2のように大きくなるだけで、土砂
Sを運搬することが可能であることが判明した。Therefore, when the soil S is pumped by the compressed air A, the pressure of the compressed air A is constant and the diameter of the conduit 1 in FIG.
Even if D 1 changes to the diameter D 2 of the pipeline 2 in Fig. 3-B such that D 1 <D 2 , the interval at which the state in which the sediment S plugs the pipelines 1 and 2 occurs is H 1 From H to H 2 , it became clear that it is possible to transport the earth and sand S only by increasing as H 1 <H 2 .
以上のことから、圧縮空気で管路内の土砂を圧送する複
数の圧送管路を一本の圧送管路にまとめ、1本にまとめ
た管路の径を複数の圧送管路内を圧送する土砂の流量に
応じて決定すれば、例えば2本の圧送管路の内の一方を
運転し、他方を休止した場合でも、土砂の運搬が可能と
なることに着目してなされたのが本発明である。From the above, a plurality of pumping pipelines for pumping the sand in the pipelines with compressed air are integrated into one pumping pipeline, and the diameters of the combined pipelines are pumped through the plurality of pumping pipelines. The present invention has been made paying attention to that the sediment can be transported even if one of the two pressure-feeding pipelines is operated and the other is stopped if it is determined according to the flow rate of the sediment. Is.
本発明は、前記従来の土砂を水と共に管路内で運搬する
際の問題点を解決するためになされたものであり、複数
のポンプを有するそれぞれの土砂運搬用の管路を1本の
管路にまとめることが可能な土砂の空気圧送方法を提供
することを解決課題としたものである。The present invention is made in order to solve the problem when transporting the above-mentioned conventional sediment along with water in a pipeline, and each pipeline for transporting sediment including a plurality of pumps is a single pipe. The problem to be solved is to provide a method for pneumatically feeding earth and sand that can be put together in a road.
上記の課題を解決するための手段として、本発明の土砂
の空気圧送方法は、土砂圧送用ポンプの吐出側に逆止弁
を介して圧送管路を接続し、該圧送管路に圧縮空気供給
管を逆止弁を介して接続することにより土砂供給部を構
成し、この土砂供給部を複数基設置すると共に、この複
数基の土砂供給部の圧送管路を、より管径の大きい一本
の圧送管路にまとめて土砂を圧送することを特徴するも
のである。As means for solving the above-mentioned problems, the method for pneumatically feeding sediment according to the present invention is to connect a pressure-feeding pipeline via a check valve to the discharge side of a pump for feeding sand-sand, and supply compressed air to the pressure-feeding pipeline. A sediment supply unit is configured by connecting pipes via check valves, and a plurality of sediment supply units are installed. The feature is that sediment is pumped together in the pumping pipeline.
また、他の方法は、土砂圧送用ポンプの吐出側に逆止弁
を介して圧送管路を接続し、該圧送管路に圧縮空気供給
管を接続することにより土砂供給部を構成し、この土砂
供給部を複数基設置すると共に、この複数基の土砂供給
部の圧送管路を、それぞれ更に別の逆止弁を介して、よ
り管径の大きい一本の圧送管路にまとめて土砂を圧送す
ることを特徴とするものである。Further, another method is to connect the pressure-feeding pipeline to the discharge side of the soil-pressure pumping pump via a check valve, and to connect the compressed air supply pipe to the pressure-feeding pipeline to configure the soil-feeding unit. A plurality of sediment supply units are installed, and the pressure supply pipes of the plurality of sediment supply units are combined into a single pressure supply pipe with a larger diameter through separate check valves. It is characterized by being pumped.
以下図面を参照して本発明の実施例を説明するが、第1
図は本発明の土砂の空気圧送方法を適用して土砂の運搬
作業を行なう一実施例の圧送管路の配置図である。An embodiment of the present invention will be described below with reference to the drawings.
FIG. 1 is a layout view of a pressure-feeding pipeline according to an embodiment for carrying out earth-sand transportation work by applying the air-pressure sand-air feeding method of the present invention.
まず、第1図において、浚渫した土砂Sを投入するホッ
パー5を上部に有するスクリュコンベア6の端部に渦巻
ポンプ等のポンプ7を加圧翼車として連結し、スクリュ
コンベア6及びポンプ7を駆動する発電機8を接続して
いる。First, in FIG. 1, a pump 7 such as a spiral pump is connected as a pressurizing impeller to the end of a screw conveyor 6 having a hopper 5 for introducing dredged sand S in the upper part, and the screw conveyor 6 and the pump 7 are driven. The generator 8 is connected.
次に、ポンプ7に管径D1の圧送管路11を連結し、圧送管
路11に逆止弁9を有する圧縮空気供給管10を介してコン
プレッサ13に接続して、土砂Sを圧縮空気Aで圧送する
土砂供給部20を構成している。Next, the pump 7 is connected to the pressure feeding pipe line 11 having the pipe diameter D 1, and the pressure feeding pipe line 11 is connected to the compressor 13 via the compressed air supply pipe 10 having the check valve 9 to transfer the earth and sand S to the compressed air. It constitutes the earth and sand supply unit 20 that is pumped by A.
また、ポンプ7と圧縮空気供給管10との間にも逆止弁9
を配設する。Further, the check valve 9 is also provided between the pump 7 and the compressed air supply pipe 10.
To arrange.
以上の構成からなる圧縮空気Aで管路内の土砂Sを圧送
する圧送管路11を複数、例えば本実施例では2系列設
け、これら土砂供給部20の管径D1の圧送管路11を管径D2
の1本の圧送管路12にまとめている。A plurality of pressure-feeding pipelines 11 for feeding the sediment S in the pipeline with the compressed air A configured as described above, for example, two series in this embodiment, are provided, and these pressure-feeding pipelines 11 of the diameter D 1 of the sediment supply unit 20 are provided. Pipe diameter D 2
It is collected in one pressure feeding line 12.
ここで、圧送管路12の管径D2は、複数の圧送管路11を運
転した時の流量に応じてD1<D2のごとく、より大きく決
定し、そして圧送管路12にも、必要によっては逆止弁9
付の圧縮空気供給管10を介してコンプレッサ13を接続す
る。Here, the pipe diameter D 2 of the pressure-feeding conduit 12 is determined to be larger as D 1 <D 2 according to the flow rate when the plurality of pressure-feeding conduits 11 are operated, and the pressure-feeding conduit 12 also has a Check valve 9 if necessary
A compressor 13 is connected through an attached compressed air supply pipe 10.
以上のごとく、複数の圧送管路11を1本の圧送管路12に
まとめた空気圧送管路により土砂Sの圧送を行なうと、
前記第2−A図から第2−C図までに示す状態で土砂S
が圧送管路11内で送られるが、土砂Sが圧送管路11に栓
をした状態になり、管路内の圧力が上昇しても、圧送管
路11に設けた逆止弁9が働き、土砂Sを運搬する方向に
のみ圧力がかかり、土砂Sが運搬される。As described above, when the sand S is pumped by the pneumatic pumping line in which the plurality of pumping lines 11 are combined into one pumping line 12,
Sediment S in the state shown in FIGS. 2-A to 2-C.
Is sent in the pressure-feeding pipeline 11, but the check valve 9 provided in the pressure-feeding pipeline 11 works even if the sediment S is plugged into the pressure-feeding pipeline 11 and the pressure in the pipeline rises. The pressure is applied only in the direction in which the sediment S is conveyed, and the sediment S is conveyed.
また、一方の圧送管路11が休止して、他方の圧送管路11
のみを運転した場合でも、圧縮空気供給管10には逆止弁
9が配置されているので、土砂Sが圧縮空気管10内へ侵
入することはない。In addition, one of the pressure feeding lines 11 is stopped and the other pressure feeding line 11 is stopped.
The check valve 9 is arranged on the compressed air supply pipe 10 even when only the compressed air supply pipe 10 is operated, so that the sediment S does not enter the compressed air pipe 10.
なお、複数の管径D1の圧送管路11が合流する前に、各圧
送管路11に逆止弁9を配置してもよく、この場合には圧
縮空気供給管10の逆止弁9は設けなくてもよい。A check valve 9 may be arranged in each of the pressure-feeding pipes 11 before the pressure-feeding pipes 11 having a plurality of pipe diameters D 1 merge, and in this case, the check valve 9 of the compressed air supply pipe 10 may be arranged. Need not be provided.
以上に説明したごとく、本発明の土砂の空気圧送方法に
よれば、複数基の土砂供給部の圧送管路をより管径の大
きい一本の太い圧送管路にまとめて円滑に土砂を圧送す
るので、設備費及び運転費が少なくて済み経済的であ
る。As described above, according to the method for pneumatically feeding sediment according to the present invention, the pressure-feeding pipelines of the plurality of sediment-supplying units are collectively pumped into one thick pressure-feeding pipeline having a larger pipe diameter to smoothly feed the sediment. Therefore, the facility cost and the operating cost are low, which is economical.
各土砂供給部では、それぞれ圧縮空気供給管を逆止弁を
介して圧送管路に接続するか、或いは圧送管路のが一本
の太い圧送管路にまとめられる前にそれぞれ別の逆止弁
を設けるので、一部の土砂供給部の運転が休止した場合
に、他の運転中の土砂供給部の土砂が、運転が休止した
土砂供給部の圧送管路に入り込み圧縮空気供給管に目詰
まりを発生させて次の運転再開に支障を来すようなこと
がなく、円滑に連続運転することができる。In each sediment supply unit, either the compressed air supply pipe is connected to the pressure feeding pipe via the check valve, or another check valve is connected before the pressure feeding pipes are combined into one thick pressure feeding pipe. As a result, when the operation of some of the sediment supply units is stopped, the sediment of other operating sediment supply units enters the pumping pipeline of the suspended sediment supply unit and clogs the compressed air supply pipe. It is possible to smoothly and continuously operate without causing any trouble to restart the next operation.
また、土砂圧送用ポンプとして渦巻きポンプを使用する
場合は、簡単な構成で圧縮空気の圧力に抗して土砂を連
続的に吐出することができるため、設備を簡素化し、設
備費を削減できる。Further, when a centrifugal pump is used as the sediment pump, the sediment can be continuously discharged against the pressure of the compressed air with a simple structure, so that the equipment can be simplified and the equipment cost can be reduced.
第1図は本発明の土砂の空気圧送方法を適用して土砂の
運搬作業を行なう一実施例の圧送管路の配置図、第2−
A図、第2−B図及び第2−C図は圧縮空気で管路内を
土砂が圧送される状況を説明する一連の説明図、第3−
A図及び第3−B図は第2−C図における圧力一定で管
径の異なる場合の説明図、第4−A図及び第4−B図は
従来の管路内を土砂が水と共に運搬される場合の説明図
である。 7……ポンプ、9……逆止弁、10……圧縮空気供給管、
11,12……圧送管路、20……土砂供給部、A……圧縮空
気、D1,D2……管径、S……土砂。FIG. 1 is a layout view of a pressure-feeding pipeline according to an embodiment in which the method of pneumatically feeding earth-sand according to the present invention is applied to carry out earth-sand conveyance work.
A, FIG. 2-B, and FIG. 2-C are a series of explanatory views for explaining a situation in which compressed air is used to pump sand in the pipeline,
Figures A and 3-B are illustrations of the case where the pressure is constant and the pipe diameter is different in Fig. 2-C, and Figs. 4-A and 4-B are soil and sand carried with water in the conventional pipeline. FIG. 7 ... Pump, 9 ... Check valve, 10 ... Compressed air supply pipe,
11,12 ...... Pressure feeding pipeline, 20 ・ ・ ・ Sand and sand supply section, A ・ ・ ・ Compressed air, D 1 , D 2 …… Pipe diameter, S ・ ・ ・ Sand and sand.
Claims (3)
て圧送管路を接続し、該圧送管路に圧縮空気供給管を逆
止弁を介して接続することにより土砂供給部を構成し、
この土砂供給部を複数基設置すると共に、この複数基の
土砂供給部の圧送管路を、より管径の大きい一本の圧送
管路にまとめて土砂を圧送する土砂の空気圧送方法。Claim: What is claimed is: 1. A sediment supply unit is provided by connecting a pressure-feeding pipeline to the discharge side of a sediment-pressure pump via a check valve, and connecting a compressed air supply pipe to the pressure-feeding pipeline via a check valve. Configure and
A method for pneumatically feeding earth and sand, in which a plurality of the earth and sand supply units are installed, and the pressure-feeding pipelines of the plurality of earth and sand supply units are combined into a single pressure-feeding pipeline having a larger pipe diameter.
て圧送管路を接続し、該圧送管路に圧縮空気供給管を接
続することにより土砂供給部を構成し、この土砂供給部
を複数基設置すると共に、この複数基の土砂供給部の圧
送管路を、それぞれ更に別の逆止弁を介して、より管径
の大きい一本の圧送管路にまとめて土砂を圧送する土砂
の空気圧送方法。2. A sediment supply section is constructed by connecting a pressure-feeding pipeline to the discharge side of a sediment-pressure pump through a check valve, and connecting a compressed air supply pipe to the pressure-feeding pipeline. A plurality of parts are installed, and the pressure-feeding pipelines of the plurality of sediment-supplying sections are collectively pumped into a single pressure-feeding pipeline having a larger diameter via separate check valves. Pneumatic feeding method of earth and sand.
を使用する請求項1又は2に記載の土砂の空気圧送方
法。3. The method for pneumatically feeding earth and sand according to claim 1, wherein a centrifugal pump is used as the earth and sand pump.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1307541A JPH0672441B2 (en) | 1989-11-29 | 1989-11-29 | Pneumatic feeding method of earth and sand |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1307541A JPH0672441B2 (en) | 1989-11-29 | 1989-11-29 | Pneumatic feeding method of earth and sand |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03169925A JPH03169925A (en) | 1991-07-23 |
| JPH0672441B2 true JPH0672441B2 (en) | 1994-09-14 |
Family
ID=17970336
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1307541A Expired - Fee Related JPH0672441B2 (en) | 1989-11-29 | 1989-11-29 | Pneumatic feeding method of earth and sand |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0672441B2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS54100077A (en) * | 1978-01-24 | 1979-08-07 | Shinryo Air Cond | Smallldiameter pneumatic conveyor for waste |
| JPS61257544A (en) * | 1985-05-08 | 1986-11-15 | Katsuyoshi Harada | Sludge pressure feeder |
-
1989
- 1989-11-29 JP JP1307541A patent/JPH0672441B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03169925A (en) | 1991-07-23 |
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