JPH0232925B2 - - Google Patents
Info
- Publication number
- JPH0232925B2 JPH0232925B2 JP60161659A JP16165985A JPH0232925B2 JP H0232925 B2 JPH0232925 B2 JP H0232925B2 JP 60161659 A JP60161659 A JP 60161659A JP 16165985 A JP16165985 A JP 16165985A JP H0232925 B2 JPH0232925 B2 JP H0232925B2
- Authority
- JP
- Japan
- Prior art keywords
- dewatering
- pipe
- porous
- plunger
- hopper
- 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 - Lifetime
Links
- 239000002002 slurry Substances 0.000 claims description 16
- 230000018044 dehydration Effects 0.000 claims description 12
- 238000006297 dehydration reaction Methods 0.000 claims description 12
- 239000000463 material Substances 0.000 claims description 2
- 239000004576 sand Substances 0.000 description 8
- 239000010802 sludge Substances 0.000 description 7
- 239000011148 porous material Substances 0.000 description 5
- 239000011550 stock solution Substances 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 239000013049 sediment Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000005188 flotation Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Landscapes
- Treatment Of Sludge (AREA)
- Filtration Of Liquid (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、主として海域、河川、湖沼のヘド
ロを始め堆積物、海底地盤の土砂などしゆんせつ
汚泥、その他各種産業廃水による泥漿原液を加圧
によつて脱水処理する加圧脱水機に関するもので
ある。[Detailed Description of the Invention] (Field of Industrial Application) This invention mainly applies to the addition of undiluted sludge from sludge and sediments from sea areas, rivers, lakes and marshes, soil and sand from the seabed, and other types of industrial wastewater. This invention relates to a pressure dehydrator that performs dehydration using pressure.
(従来技術)
従来、汚泥、泥漿(スラリー)の処理装置であ
る脱水装置としては、遠心脱水機、真空脱水機が
普遍的なものであるが、いずれも脱水率が劣り、
構造的に煩瑣で大量の原水泥漿を効率良く迅速に
処理する大規模用途には充分対応できなかつた。
また上記二者よりも脱水率がすぐれているものと
して加圧脱水機が知られている。しかし従来の代
表的な加圧脱水機はフイルタープレスと呼ばれる
もので、殆んどあらゆる原料に適用できる操作上
に融通性の大きいことが特徴であるが、その反面
操作に多大の労力を要する大きな欠点があると共
に多数の濾板、濾枠を要し、ヘドロなど大規模な
原液を能率的に脱水処理するのには不向きであつ
た。また加圧することによつて固液分離をはかる
方法である加圧脱水機では、含水率の高い泥漿の
場合には特に濾過脱水のための加圧手段及び濾材
の有効使用の点で十分な考慮が払われなくてはな
らないものであるが、従来は適切な加圧脱水機が
なかつた。(Prior art) Conventionally, centrifugal dehydrators and vacuum dehydrators have been commonly used as dewatering equipment for treating sludge and slurry, but both have inferior dewatering efficiency.
It was structurally cumbersome and could not be adequately adapted to large-scale applications in which a large amount of raw water slurry was processed efficiently and quickly.
Further, a pressure dehydrator is known to have a better dehydration rate than the above two methods. However, the typical conventional pressure dehydrator is called a filter press, which is characterized by its great operational flexibility and can be applied to almost any raw material. It has drawbacks and requires a large number of filter plates and filter frames, making it unsuitable for efficiently dehydrating large-scale stock solutions such as sludge. In addition, in a pressure dehydrator, which is a method of separating solid and liquid by applying pressure, sufficient consideration must be given to the effective use of pressure means and filter media for filtration and dewatering, especially in the case of slurry with a high water content. However, in the past, there was no suitable pressure dehydrator.
(技術的課題)
この発明は上記に鑑み、例えば含水率の高いし
ゆんせつ汚泥や産業廃水、下水に凝集沈殿、凝集
浮上或は生物化学処理などを施して生成される汚
泥などの泥漿原液を有効な加圧脱水手段で固液分
離して汚泥の含水率を低下させ、それの搬送を容
易適切に行えるようにすることを技術的課題とす
る。(Technical Problem) In view of the above, the present invention has been developed to use a slurry stock solution such as sludge produced by subjecting sewage to coagulation sedimentation, coagulation flotation, biochemical treatment, etc. The technical problem is to reduce the water content of sludge by separating solid and liquid using an effective pressurized dewatering means, and to enable easy and appropriate transportation of the sludge.
(従術的手段)
この発明は、上記技術的課題を解決するために
なされたものであつて、この発明の加圧脱水機を
以下図面実施例について詳しく説明する。(Prior Art Means) The present invention has been made to solve the above-mentioned technical problem, and the pressure dehydrator of the present invention will be described in detail below with reference to drawing examples.
2は架台1と一体になつている下部の脱水ホツ
パで、分離脱水されて内部に溜つた水が下端排水
口よりポンプにて適宜の場所へ排水されるように
なつている。7は、多数の細孔3aを有する多孔
外管3と、該多孔外管3との間に介在される濾布
などの濾材5が外周に着脱自在に装着された多数
の細孔4aを有する同心的な多孔内管4とでなる
脱水管で、該脱水管7は、前記脱水ホツパ2に臨
ませてその上端に前後方向に水平に横設され、そ
の先端は流出弁11を介装して流出管12となつ
ている。また上記脱水管7には、上方の泥漿ホツ
パ9からの流入管8が流入弁10を介装して連通
されている。なお上記の外周に濾材5が装着され
た多孔内管4外周面には数個の濾材5用の仕切鍔
6と上面1個所の連通口管18とが夫々設けられ
ており、この濾材5が外周に装着された多孔内管
4は前記多孔外管3内を前後摺動出入自在で、多
孔内管4が多孔外管3内に完全に入り込んで、両
者の後端鍔3b,4bが当接衝止した状態位置
で、前記流入管8が連通口管18を通じて脱水管
7の多孔内管4内に連通するようにしてある。1
3は上記脱水管7の多孔内管4内に後端部から前
後進退動自在に嵌装された脱水用プランジヤであ
るが、図面実施例では、該脱水用プランジヤ13
として脱水用シリンダーが使用されている。そこ
でこの脱水用プランジヤ13である脱水用シリン
ダー内ピストン15のロツド15aはその基端が
架台1上後方の支版14に枢着してある。そして
油圧操作によつて固定ピストンロツド15aに対
して脱水用シリンダー(脱水用プランジヤ)13
が前後進退動するものである。また16は前記脱
水用プランジヤ13のピストンロツド15a枢着
部を挾んで支版14の左右両側部に夫々取付けら
れた濾材取替用のシリンダーであつて、夫々のピ
ストンロツド16aの先端は、前記脱水管7の多
孔内管4の後端鍔4bに夫々設けられた両ブラケ
ツト17に夫々枢支連結されている。そして上記
両シリンダー16の油圧操作で、多孔内管4が濾
材5装着のまゝ前記脱水用プランジヤ13を案内
として多孔外管3より出入自在となるようにした
ことを特徴とするものである。なお19は流出管
12から流出される脱水処理済みの土砂類を土砂
ホツパ23内へ搬送するためのベルトコンベヤ
で、24はダンプトラツクである。また21は、
しゆんせつ船20に装備された本願発明者が既に
開発したしゆんせつポンプで、該しゆんせつポン
プでしゆんせつされたしゆんせつ土砂泥漿は排土
管22によつて泥漿ホツパ9内に順次断続的に供
給収容されるものである。 Reference numeral 2 denotes a dewatering hopper at the lower part that is integrated with the frame 1, and water that has been separated and dehydrated and accumulated inside is drained to an appropriate location from a lower end drain port by a pump. 7 has a porous outer tube 3 having a large number of pores 3a and a large number of pores 4a on the outer periphery of which a filter material 5 such as a filter cloth is interposed between the porous outer tube 3 and a plurality of pores 4a. The dewatering pipe 7 is a dewatering pipe consisting of a concentric porous inner pipe 4, and the dewatering pipe 7 is horizontally installed in the front and back direction at its upper end facing the dewatering hopper 2, and has an outflow valve 11 interposed at its tip. This serves as an outflow pipe 12. Further, an inflow pipe 8 from an upper slurry hopper 9 is communicated with the dewatering pipe 7 through an inflow valve 10 . In addition, on the outer circumferential surface of the porous inner tube 4 with the filter medium 5 attached to the above-mentioned outer periphery, partition collars 6 for several filter mediums 5 and one communication port tube 18 on the upper surface are provided, and this filter medium 5 The porous inner tube 4 attached to the outer periphery can slide in and out of the porous outer tube 3 back and forth. In the contacting state position, the inflow pipe 8 communicates with the porous inner pipe 4 of the dewatering pipe 7 through the communication port pipe 18. 1
Reference numeral 3 denotes a dewatering plunger fitted into the porous inner pipe 4 of the dewatering pipe 7 so as to be able to move forward and backward from the rear end.
A dehydration cylinder is used as a dewatering cylinder. Therefore, the rod 15a of the piston 15 in the cylinder for dewatering, which is the plunger 13 for dewatering, has its base end pivotally connected to the support plate 14 on the upper rear side of the pedestal 1. Then, by hydraulic operation, the dewatering cylinder (dewatering plunger) 13 is connected to the fixed piston rod 15a.
moves back and forth. Reference numeral 16 denotes cylinders for replacing filter media that are attached to the left and right sides of the support plate 14, sandwiching the piston rod 15a pivot point of the dehydration plunger 13, and the tip of each piston rod 16a is connected to the dehydration pipe. They are respectively pivotally connected to both brackets 17 provided on the rear end flanges 4b of the porous inner tubes 4 of No. 7. By hydraulically operating both cylinders 16, the porous inner tube 4 can be freely moved in and out of the porous outer tube 3 with the filter medium 5 attached using the dewatering plunger 13 as a guide. Note that 19 is a belt conveyor for conveying the dewatered earth and sand flowing out from the outflow pipe 12 into the earth and sand hopper 23, and 24 is a dump truck. Also, 21 is
With the draught pump already developed by the inventor of the present application, which is installed on the dredge vessel 20, the soil and sand slurry that has been dredged by the dredge pump is transferred into the slurry hopper 9 through the soil discharge pipe 22. It is supplied and accommodated sequentially and intermittently.
(作用)
先ず最初、第1,2図のように脱水用プランジ
ヤ13が後退した状態において流出弁11を閉じ
ると共に流入弁10を開き、泥漿ホツパ9内の泥
漿原液が流入管8を経て脱水管7内に充満収容さ
れると、直ちに上記流入弁10を閉じて脱水用プ
ランジヤ13を油圧力で前進操作させて脱水管7
の多孔内管4内の泥漿原液を加圧脱水する。そし
てこの時加圧によつて泥漿原液は多孔内管4の細
孔4a、濾材5及び多孔外管3の細孔3aを夫々
透過して濾過脱水され、脱水された水分は脱水ホ
ツパ2内に貯溜され、所定場所へポンプ搬送され
る。そして上記のようにして脱水の行われた後の
土砂類固形分は流出弁11の開放及び脱水用プラ
ンジヤ13の押出しによつて流出管12から排出
され、ベルトコンベヤ19によつて土砂ホツパ2
3は搬送され、ダンプトラツク24で所定場所へ
運ばれる。それから続いて再び流出弁11が閉じ
て流入弁10が開いて泥漿ホツパからの泥漿原液
が流入管8から脱水管7内に充満収容されると流
入弁10が閉じ、脱水用プランジヤ13が前進し
て加圧脱水を行うという具合に、上記脱水用プラ
ンジヤ13によつて加圧脱水及び脱水土砂の押圧
排出が間歇的に行われるものである。(Function) First, as shown in FIGS. 1 and 2, with the dewatering plunger 13 retracted, the outflow valve 11 is closed and the inflow valve 10 is opened, and the slurry undiluted solution in the slurry hopper 9 passes through the inflow pipe 8 and flows into the dewatering pipe. When the dewatering pipe 7 is filled with water, the inflow valve 10 is immediately closed, and the dewatering plunger 13 is moved forward by hydraulic pressure.
The slurry stock solution in the porous inner tube 4 is dehydrated under pressure. At this time, by applying pressure, the slurry stock solution passes through the pores 4a of the porous inner tube 4, the filter medium 5, and the pores 3a of the porous outer tube 3, and is filtered and dehydrated. It is stored and pumped to a designated location. After dewatering as described above, the solid sediment is discharged from the outflow pipe 12 by opening the outflow valve 11 and pushing out the dewatering plunger 13, and is transferred to the sand hopper 2 by the belt conveyor 19.
3 is transported and transported to a predetermined location by a dump truck 24. Subsequently, the outflow valve 11 is closed again, the inflow valve 10 is opened, and when the slurry from the slurry hopper is filled from the inflow pipe 8 into the dehydration pipe 7, the inflow valve 10 is closed and the dewatering plunger 13 moves forward. Pressurized dewatering is performed intermittently by the dewatering plunger 13, and pressurized discharge of dewatered earth and sand is performed intermittently.
(発明の効果)
この発明の加圧脱水機は叙上のように、両者間
に濾材が介在された多孔外管と多孔内管とでなる
脱水管内に順次泥漿原液を充満収納させては脱水
用プランジヤの前後進退動によつて加圧脱水及び
脱水土砂の押出しを間歇的に行えるもので、フイ
ルター脱水の中で、とりわけ高い圧力が使用でき
る型式で、従つて脱水がきわめて有効に行われる
と共にプランジヤ加圧式脱水のため、間歇脱水で
はあるが、高圧の脱水が効率よく行えるもので、
例えばしゆんせつによる含水率の高い大量の土砂
を能率良く脱水して含水率を低下させ容易に搬送
でき、埋立て干拓工事などに利用して著しくその
能率を揚げ得るなど卓抜した効果がある。そして
構造が簡単で、精度が要求されず、頑強にできる
から故障も少なく、かつ操作に労力を要しないな
どの効果がある。(Effects of the Invention) As described above, the pressurized dehydrator of the present invention sequentially fills and stores the slurry stock solution in the dehydration tube, which is composed of a porous outer tube and a porous inner tube with a filter medium interposed between them, and dehydrates the dewatering machine. Pressurized dewatering and extrusion of dehydrated earth and sand can be performed intermittently by the forward and backward movement of the plunger.It is a type that can use particularly high pressure in filter dewatering, and therefore dewatering is carried out extremely effectively. Although it is intermittent dehydration due to the plunger pressurized dehydration, high pressure dehydration can be performed efficiently.
For example, large amounts of earth and sand with a high moisture content can be efficiently dehydrated by dredging to lower the moisture content and be easily transported, and can be used in land reclamation work to significantly increase efficiency. It has a simple structure, does not require precision, is robust, has few failures, and requires no effort to operate.
また特に脱水用プランジヤを案内として、濾材
が外周に着脱自在に装着された多孔内管が、多孔
外管より出入自在となるようにしてあるから、上
記多孔内管を多孔外管より外部へ引き出すことに
よつて、目づまりを起こした際などの濾材の新し
いものとの交換、流体噴射による清掃作業などが
きわめて合理的にかつ迅速容易に行えるなどの優
れた効果がある。 In addition, the porous inner tube, on which the filter medium is removably attached to its outer periphery, can be moved in and out of the porous outer tube using the dewatering plunger as a guide, so that the porous inner tube can be pulled out from the porous outer tube. As a result, there are excellent effects such as replacing the filter medium with a new one when it becomes clogged, cleaning work by jetting fluid, etc., in a very rational, quick and easy manner.
図面はこの発明加圧脱水機の実施例を示すもの
であつて、第1図は縦断側面図、第2図は平面
図、第3図は正面図、第4図はしゆんせつ系に使
用した場合の説明図である。
1……架台、2……脱水ホツパ、3……多孔外
管、3a……細孔、3b……後端鍔、4……多孔
内管、4a……細孔、4b……後端鍔、5……濾
材、6……仕切鍔、7……脱水管、8……流入
管、9……泥漿ホツパ、10……流入弁、11…
…流出弁、12……流出管、13……脱水用プラ
ンジヤ、14……支版、15……ピストン、15
a……ロツド、16……シリンダー、16a……
ロツド、17……ブラケツト、18……連通口
管、19……ベルトコンベヤ、20……しゆんせ
つ船、21……しゆんせつポンプ、22……排土
管、23……土砂ホツパー、24……ダンプトラ
ツク。
The drawings show an embodiment of the pressure dehydrator according to the present invention, in which Fig. 1 is a vertical side view, Fig. 2 is a plan view, Fig. 3 is a front view, and Fig. 4 is an example of a pressure dehydrator used in a dredging system. FIG. 1... Frame, 2... Dehydration hopper, 3... Porous outer tube, 3a... Fine hole, 3b... Rear end collar, 4... Porous inner tube, 4a... Fine hole, 4b... Rear end collar , 5... Filter medium, 6... Partition collar, 7... Dewatering pipe, 8... Inflow pipe, 9... Slurry hopper, 10... Inflow valve, 11...
... Outflow valve, 12 ... Outflow pipe, 13 ... Dewatering plunger, 14 ... Support plate, 15 ... Piston, 15
a... Rod, 16... Cylinder, 16a...
Rod, 17...Bracket, 18...Communication port pipe, 19...Belt conveyor, 20...Drainer, 21...Drain pump, 22...Earth discharge pipe, 23...Sediment hopper, 24... ...dump truck.
Claims (1)
管との間に介在される濾材が外周に着脱自在に装
着された多孔内管とでなり、その先端が流出弁を
介装して流出管となつた脱水管に、上方の泥漿ホ
ツパからの流入管を流入弁を介装して連通し、該
脱水管内に後端部から進退動自在の脱水用プラン
ジヤを嵌装すると共に該脱水用プランジヤを案内
として前記濾材装着の多孔内管が多孔外管より出
入自在となるようにしたことを特徴とする加圧脱
水機。1. A porous outer tube facing the dewatering hopper, and a porous inner tube with a filter material interposed between the porous outer tube and removably attached to the outer periphery, the tip of which is equipped with an outflow valve. The inflow pipe from the upper slurry hopper is connected to the dehydration pipe which has become an outflow pipe via an inflow valve, and a dewatering plunger that can freely move forward and backward from the rear end is fitted into the dewatering pipe, and the dewatering A pressurized dehydrator characterized in that the porous inner tube equipped with the filter medium can be moved in and out from the porous outer tube using a plunger as a guide.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60161659A JPS6223411A (en) | 1985-07-22 | 1985-07-22 | Pressurizing dehydrator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60161659A JPS6223411A (en) | 1985-07-22 | 1985-07-22 | Pressurizing dehydrator |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6223411A JPS6223411A (en) | 1987-01-31 |
JPH0232925B2 true JPH0232925B2 (en) | 1990-07-24 |
Family
ID=15739387
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP60161659A Granted JPS6223411A (en) | 1985-07-22 | 1985-07-22 | Pressurizing dehydrator |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6223411A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2021033863A1 (en) * | 2019-08-19 | 2021-02-25 | 주식회사 아이센스 | Continuous blood sugar measuring sensor member |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4759675B2 (en) * | 2005-10-25 | 2011-08-31 | 三信建設工業株式会社 | Mud pressure dehydrator |
-
1985
- 1985-07-22 JP JP60161659A patent/JPS6223411A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2021033863A1 (en) * | 2019-08-19 | 2021-02-25 | 주식회사 아이센스 | Continuous blood sugar measuring sensor member |
Also Published As
Publication number | Publication date |
---|---|
JPS6223411A (en) | 1987-01-31 |
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