JPH0337685Y2 - - Google Patents
Info
- Publication number
- JPH0337685Y2 JPH0337685Y2 JP706790U JP706790U JPH0337685Y2 JP H0337685 Y2 JPH0337685 Y2 JP H0337685Y2 JP 706790 U JP706790 U JP 706790U JP 706790 U JP706790 U JP 706790U JP H0337685 Y2 JPH0337685 Y2 JP H0337685Y2
- Authority
- JP
- Japan
- Prior art keywords
- chamber
- pipe
- filtration
- water
- main
- 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
Links
- 238000001914 filtration Methods 0.000 claims description 53
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 46
- 239000010802 sludge Substances 0.000 claims description 22
- 239000000463 material Substances 0.000 claims description 16
- 238000004140 cleaning Methods 0.000 claims description 9
- 238000004062 sedimentation Methods 0.000 claims description 5
- 239000011347 resin Substances 0.000 claims description 4
- 229920005989 resin Polymers 0.000 claims description 4
- 238000005406 washing Methods 0.000 claims description 4
- 239000003365 glass fiber Substances 0.000 claims description 2
- 238000011045 prefiltration Methods 0.000 claims 2
- 239000011521 glass Substances 0.000 claims 1
- 238000007689 inspection Methods 0.000 description 4
- 238000005273 aeration Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 239000008213 purified water Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は、繊維強化樹脂(以下FRPという)
からなる、工場生産可能な上向ろ過装置に関する
ものである。[Detailed explanation of the invention] [Industrial application field] This invention is a fiber-reinforced resin (hereinafter referred to as FRP).
The present invention relates to an upward filtration device that can be manufactured in a factory.
上水設備の整備されていない僻地で使用される
ことの多い生活用水のろ過装置は、従来は鉄筋コ
ンクリート製であり、かつ予備ろ過室と主ろ過室
と流量調整室を側方に並設した大型のものである
ため、設置現地でその都度製作施工されている。
Domestic water filtration equipment, which is often used in remote areas without water supply facilities, has conventionally been made of reinforced concrete, and is a large type with a preliminary filtration chamber, a main filtration chamber, and a flow rate adjustment chamber arranged side by side. Since it is a unique product, it is manufactured and constructed each time at the installation site.
そのため、工期が長くかかるとともに(約3か
月)、資材の運搬費と製作費が著しくかさむ。
As a result, the construction period is long (approximately three months), and the cost of transporting materials and manufacturing costs increase significantly.
本考案は、ガラス繊維強化樹脂製のろ過槽内の
中央に主ろ過室を、その上部側方に予備ろ過室と
流量調整室を、また本ろ過室の下方に、多孔板を
介して沈澱室を設け、本ろ過室における主ろ過材
の上面に、上面に流入孔を有する中間排泥管を設
けるとともに、前記多孔板の上面に、上面に多数
の噴水孔が穿設された洗浄管を設け、予備ろ過室
と沈澱室を連通管をもつて連通し、本ろ過室の内
側上部に設けた集水装置を、導水管をもつて流量
調節室に連結し、予備ろ過室に導入した原水を、
予備ろ過材をもつて予備ろ過した後、連通管を経
て、沈澱室より本ろ過室の主ろ過材を下方より通
過させて浄化し、集水装置より流量調整室を経て
排出させるようにし、さらに前記洗浄管に原水を
供給しうるようにしたことにより、上述の問題点
の解決を図つたものである。
This invention has a main filtration chamber in the center of a filter tank made of glass fiber reinforced resin, a preliminary filtration chamber and a flow rate adjustment chamber on the upper side of the main filtration chamber, and a sedimentation chamber below the main filtration chamber via a perforated plate. An intermediate sludge draining pipe having an inflow hole on the upper surface is provided on the upper surface of the main filter material in the main filtration chamber, and a washing pipe with a large number of water fountain holes perforated on the upper surface is provided on the upper surface of the perforated plate. The preliminary filtration chamber and the sedimentation chamber are connected through a communication pipe, and the water collection device installed on the inside upper part of the main filtration chamber is connected to the flow rate adjustment chamber through a water conduit, and the raw water introduced into the preliminary filtration chamber is ,
After preliminary filtration with a preliminary filtration material, the main filtration material of the main filtration chamber is passed through a communication pipe from below to be purified, and then discharged from the water collection device through a flow rate adjustment chamber. By making it possible to supply raw water to the cleaning pipe, the above-mentioned problems are solved.
本考案のろ過装置は、ろ過槽がFRP製である
ため、工場において短期間で(7〜10日)製作す
ることができ、かつ軽量である。
In the filtration device of the present invention, since the filtration tank is made of FRP, it can be manufactured in a factory in a short period of time (7 to 10 days) and is lightweight.
また、主ろ過室内の上部側方に、予備ろ過室と
流量調整室が配設されているので、ろ過槽が小型
となり、僻地への運搬が容易である。 In addition, since the preliminary filtration chamber and the flow rate adjustment chamber are arranged at the upper side of the main filtration chamber, the filtration tank is small and can be easily transported to remote areas.
汚泥は、常に自動的に排出され、かつ主ろ過材
は、きわめて簡単に洗浄される。 The sludge is always automatically drained and the main filter medium is very easily cleaned.
図面は、本考案の一実施例を示すもので、工場
においてFRPで形成された、上下方向を向き、
かつ両端閉塞する円筒状のろ過槽1内における左
右の上部には、それぞれ、予備ろ過室2と流量調
整室3が形成されている。ろ過槽1の底板1aの
やや上方に設けた水平の支持台4上には、多孔板
5が載置され、多孔板5より上方は主ろ過室6、
同じく下方は沈澱室7となつている。
The drawing shows one embodiment of the present invention.
A preliminary filtration chamber 2 and a flow rate adjustment chamber 3 are formed in the left and right upper portions of the cylindrical filtration tank 1, which is closed at both ends. A perforated plate 5 is placed on a horizontal support stand 4 provided slightly above the bottom plate 1a of the filtration tank 1, and above the perforated plate 5 are a main filtration chamber 6,
Similarly, the lower part is a precipitation chamber 7.
2a,3aは、それぞれ予備ろ過室2及び流量
調節室3の点検口、2b,3bは、それぞれ前記
各室2,3の蓋板、8は、主ろ過室6の点検口、
9は、その蓋板、10は、蓋板9に貫設した排気
管である。 2a and 3a are inspection ports for the preliminary filtration chamber 2 and flow rate adjustment chamber 3, respectively; 2b and 3b are lid plates for the respective chambers 2 and 3; 8 is an inspection port for the main filtration chamber 6;
Reference numeral 9 indicates the cover plate thereof, and 10 indicates an exhaust pipe extending through the cover plate 9.
予備ろ過室2には、その側壁を外方より貫通し
た後、上向屈曲する原水管11が設けられ、原水
管11の上端には曝気装置12が設けられてい
る。13は、原水管11に設けた原水弁、14
は、予備ろ過室2における溢水管である。 The preliminary filtration chamber 2 is provided with a raw water pipe 11 that penetrates its side wall from the outside and then bends upward, and an aeration device 12 is provided at the upper end of the raw water pipe 11. 13 is a raw water valve installed in the raw water pipe 11, 14
is an overflow pipe in the preliminary filtration chamber 2.
予備ろ過室2の底壁2cのやや上方には、水平
の多孔板15が設けられ、多孔板15上には、上
方へ行くほど細粒となる予備ろ過材16が堆積さ
れている。予備ろ過室2の底壁2cと沈澱室7内
は、連通管17をもつて連通されている。 A horizontal perforated plate 15 is provided slightly above the bottom wall 2c of the preliminary filtration chamber 2, and on the perforated plate 15 is deposited a preliminary filter material 16 that becomes finer as it goes upward. The bottom wall 2c of the preliminary filtration chamber 2 and the inside of the precipitation chamber 7 are communicated with each other through a communication pipe 17.
18は、沈澱室7の底部に貫設した排泥管、1
9は排泥弁である。 18 is a sludge drainage pipe installed at the bottom of the settling chamber 7;
9 is a mud drain valve.
主ろ過室6の多孔板5上には、平面形が方形枠
状となるように屈曲した洗浄管20が載設され、
洗浄管20は、連結管21をもつて、前記原水管
11に接続されている。洗浄管20の上面には、
多数の噴水孔22が穿設されている。23は洗浄
弁である。 A cleaning pipe 20 is mounted on the perforated plate 5 of the main filtration chamber 6 and is bent so that its planar shape is a rectangular frame shape.
The cleaning pipe 20 is connected to the raw water pipe 11 through a connecting pipe 21 . On the top surface of the cleaning tube 20,
A large number of fountain holes 22 are bored. 23 is a cleaning valve.
多孔板5と洗浄管20の上面には、上方へ行く
ほど細粒となる主ろ過材24が堆積されている。 A main filter material 24 is deposited on the upper surface of the perforated plate 5 and the cleaning tube 20, and the particles become finer toward the top.
主ろ過材24の上面中央部には、上面に図示し
ない流入孔を有する水平の中間排泥管25が設け
られ、中間排泥管25の一端は、ろ過槽1の側壁
を貫通して外方へ突出し、かつこの突出部には、
排泥弁26が設けられいる。 A horizontal intermediate sludge draining pipe 25 having an inflow hole (not shown) on the top surface is provided at the center of the upper surface of the main filter medium 24, and one end of the intermediate sludge draining pipe 25 penetrates the side wall of the filter tank 1 and extends outward. and this protrusion has a
A mud drain valve 26 is provided.
主ろ過室6の上部には、上面に図示しない流入
孔を有する水平の集水管27が設けられ、集水管
27は、導水管28をもつて、流量調整室3に連
結されている。 A horizontal water collection pipe 27 having an inflow hole (not shown) on the upper surface is provided in the upper part of the main filtration chamber 6, and the water collection pipe 27 is connected to the flow rate adjustment chamber 3 through a water guide pipe 28.
29は、流量調整槽3内に設けたVノツチ板、
30は、Vノツチ板29の下流において、流量調
整室3より導出された浄水管である。 29 is a V-notch plate provided in the flow rate adjustment tank 3;
30 is a water purification pipe led out from the flow rate adjustment chamber 3 downstream of the V-notch plate 29.
上述の本考案のろ過装置においては、原水管1
1より予備ろ過室2に流入した原水は、曝気装置
12で曝気された後、予備ろ過材16により粗大
な汚物が除去され、連通管17を経て、沈澱室7
に流下する。 In the above-mentioned filtration device of the present invention, the raw water pipe 1
The raw water that has flowed into the preliminary filtration chamber 2 from 1 is aerated by the aeration device 12, coarse filth is removed by the preliminary filtration material 16, and passed through the communication pipe 17 to the sedimentation chamber 7.
flows down to.
ついで原水は、主ろ過室6内の主ろ過材24
を、下方より微速で上昇し、その間に、含まれて
いた汚泥がろ過かされて浄水となり、集水管27
より導水管28を経て、流量調整室3に流入し、
Vノツチ板29を通過して、浄水管30により、
貯水槽あるいは使用個所へ導かれる。 Next, the raw water is passed through the main filter medium 24 in the main filtration chamber 6.
The water rises from below at a slow speed, and during that time, the contained sludge is filtered and becomes purified water, which flows into the water collection pipe 27.
The water flows through the water conduit 28 into the flow rate adjustment chamber 3,
Passing through the V-notch plate 29, the water is purified by the water pipe 30.
Directed to water tank or point of use.
予備ろ過された原水が、沈澱室7を微速で移動
する間に沈降した汚泥、並びに主ろ過材24より
沈降した汚泥は、沈澱室7の底面に沈澱するの
で、随時排泥弁19を開いて、排泥管18より排
出する。 The sludge that settles while the prefiltered raw water moves through the settling chamber 7 at a slow speed and the sludge that settles from the main filter material 24 settles on the bottom of the settling chamber 7, so open the sludge valve 19 at any time. , is discharged from the mud removal pipe 18.
また、原水が主ろ過材24を通過する際、主ろ
過材24に付着している汚泥を巻き上げて、浄水
中に混入した微量の汚泥は、次第に主ろ過材24
上に沈澱するが、これは、随時排泥弁26を開く
ことにより、中間排泥管25より排出することが
できる。 In addition, when the raw water passes through the main filter material 24, the sludge adhering to the main filter material 24 is stirred up, and a small amount of sludge mixed into the purified water gradually passes through the main filter material 24.
However, this can be discharged from the intermediate sludge drain pipe 25 by opening the sludge valve 26 at any time.
長期使用して、主ろ過材24が汚泥により目詰
まりした時は、原水弁13を閉じて、原水の流入
を停止するとともに、排泥弁19を開いて、ろ過
槽1内を空にした後、洗浄弁23を開いて、洗浄
管20の噴水孔22より原水を噴水すれば、付着
していた汚泥は洗い落とされて、沈澱室7に流下
し、排泥管18より流出する。 When the main filter medium 24 becomes clogged with sludge after long-term use, close the raw water valve 13 to stop the inflow of raw water, and open the sludge valve 19 to empty the filter tank 1. When the cleaning valve 23 is opened and raw water is sprayed from the fountain hole 22 of the cleaning pipe 20, the adhered sludge is washed away, flows down into the settling chamber 7, and flows out from the sludge drain pipe 18.
ろ過槽がFRP製であるため、工場において、
短期間で製作することができ、しかも著しく軽量
であり、かつ、主ろ過室の上側方に、予備ろ過室
と流量調整室が配設されているので、装置全体
が、ろ過能力に比して小型となり、僻地への運搬
と設置が容易である。
Since the filter tank is made of FRP, at the factory,
It can be manufactured in a short period of time, is extremely lightweight, and since the preliminary filtration chamber and flow rate adjustment chamber are located above the main filtration chamber, the entire device is small compared to its filtration capacity. It is small and easy to transport and install in remote areas.
第1図は、本考案の一実施例を示す縦断正面
図、第2図は、第1図におけるA−A線横断平面
図で、ろ過材を取り去つて示すものである。
1……ろ過槽、1a……底板、2……予備ろ過
室、3……流量調整室、2a,3a……点検口、
2b,3b……蓋板、4……支持台、5……多孔
板、6……主ろ過室、7……沈澱室、8……点検
口、9……蓋板、10……排気管、11……原水
管、12……曝気装置、13……原水弁、14…
…溢水管、15……多孔板、16……予備ろ過
材、17……連通管、18……排泥管、19……
排泥弁、20……洗浄管、21……連結管、22
……噴水孔、23……洗浄弁、24……主ろ過
材、25……中間排泥管、26……排泥弁、27
……集水管、28……導水管、29……Vノツチ
板、30……浄水管。
FIG. 1 is a longitudinal sectional front view showing an embodiment of the present invention, and FIG. 2 is a cross-sectional plan view taken along line A--A in FIG. 1, with the filter medium removed. 1...Filter tank, 1a...Bottom plate, 2...Preliminary filtration chamber, 3...Flow rate adjustment chamber, 2a, 3a...Inspection port,
2b, 3b... Lid plate, 4... Support stand, 5... Porous plate, 6... Main filtration chamber, 7... Sedimentation chamber, 8... Inspection port, 9... Lid plate, 10... Exhaust pipe , 11... raw water pipe, 12... aeration device, 13... raw water valve, 14...
... Overflow pipe, 15 ... Perforated plate, 16 ... Preliminary filter material, 17 ... Communication pipe, 18 ... Sludge removal pipe, 19 ...
Sludge removal valve, 20...Washing pipe, 21...Connecting pipe, 22
... Fountain hole, 23 ... Washing valve, 24 ... Main filter material, 25 ... Intermediate sludge drainage pipe, 26 ... Sludge drainage valve, 27
... Water collection pipe, 28 ... Water conduction pipe, 29 ... V-notch plate, 30 ... Water purification pipe.
Claims (1)
過室を、その上部側方に予備ろ過室と流量調整室
を、また本ろ過室の下方に、多孔板を介して沈澱
室を設け、本ろ過室における主ろ過材の上面に、
上面に流入孔を有する中間排泥管を設けるととも
に、前記多孔板の上面に、上面に多数の噴水孔が
穿設された洗浄管を設け、予備ろ過室と沈澱室を
連通管をもつて連通し、本ろ過室の内側上部に設
けた集水装置を、導水管をもつて流量調節室に連
結し、予備ろ過室に導入した原水を、予備ろ過材
をもつて予備ろ過した後、連通管を経て、沈澱室
より本ろ過室の主ろ過材を下方より通過させて浄
化し、集水装置より流量調整室を経て排出させる
ようにし、さらに前記洗浄管に原水を供給しうる
ようにしたことを特徴とするガラス繊維強化樹脂
製上向ろ過装置。 A main filtration chamber is provided in the center of the glass fiber-reinforced resin filtration tank, a preliminary filtration chamber and a flow rate adjustment chamber are provided on the upper side of the main filtration chamber, and a sedimentation chamber is provided below the main filtration chamber via a perforated plate. On the top surface of the main filter material in the filtration chamber,
An intermediate sludge draining pipe having an inflow hole is provided on the upper surface, and a cleaning pipe having a large number of water fountain holes on the upper surface is provided on the upper surface of the perforated plate, and the preliminary filtration chamber and the settling chamber are connected through a communication pipe. Then, the water collection device installed in the upper part of the inside of the main filtration chamber is connected to the flow rate adjustment chamber with a water conduit pipe, and the raw water introduced into the prefiltration chamber is prefiltered with a prefiltration material. After that, the main filtration material of the main filtration chamber is passed through the settling chamber from below to be purified, and the water is discharged from the water collection device through the flow rate adjustment chamber, and raw water can also be supplied to the washing pipe. An upward filtration device made of glass fiber reinforced resin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP706790U JPH0337685Y2 (en) | 1990-01-30 | 1990-01-30 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP706790U JPH0337685Y2 (en) | 1990-01-30 | 1990-01-30 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02104806U JPH02104806U (en) | 1990-08-21 |
| JPH0337685Y2 true JPH0337685Y2 (en) | 1991-08-09 |
Family
ID=31211770
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP706790U Expired JPH0337685Y2 (en) | 1990-01-30 | 1990-01-30 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0337685Y2 (en) |
-
1990
- 1990-01-30 JP JP706790U patent/JPH0337685Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02104806U (en) | 1990-08-21 |
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