JPS6327763Y2 - - Google Patents
Info
- Publication number
- JPS6327763Y2 JPS6327763Y2 JP14687282U JP14687282U JPS6327763Y2 JP S6327763 Y2 JPS6327763 Y2 JP S6327763Y2 JP 14687282 U JP14687282 U JP 14687282U JP 14687282 U JP14687282 U JP 14687282U JP S6327763 Y2 JPS6327763 Y2 JP S6327763Y2
- Authority
- JP
- Japan
- Prior art keywords
- rotary screen
- sludge water
- tip
- sludge
- screen tube
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 54
- 239000010802 sludge Substances 0.000 claims description 38
- 238000011282 treatment Methods 0.000 claims description 20
- 238000001914 filtration Methods 0.000 claims description 14
- 230000006378 damage Effects 0.000 claims description 11
- 230000002265 prevention Effects 0.000 claims description 7
- 244000144992 flock Species 0.000 claims description 3
- 230000001112 coagulating effect Effects 0.000 claims description 2
- 230000003139 buffering effect Effects 0.000 claims 1
- 239000007788 liquid Substances 0.000 description 8
- 238000000926 separation method Methods 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 2
- 239000000084 colloidal system Substances 0.000 description 2
- 238000011221 initial treatment Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000004132 cross linking Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 230000003311 flocculating effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
Landscapes
- Sewage (AREA)
- Treatment Of Sludge (AREA)
Description
【考案の詳細な説明】
本考案は、浄化槽等の汚泥水を浄化槽所在の場
所において吸引して凝集且つ固液分離し、分離さ
れた過水を浄化槽等に返送する汚泥水処理車の
過装置に於けるフロツク破壊防止装置に関する
ものである。[Detailed description of the invention] This invention is a filtration device for a sludge water treatment vehicle that sucks sludge water from a septic tank, etc. at the location where the septic tank is located, coagulates and separates solid and liquid, and returns the separated superfluous water to the septic tank, etc. This invention relates to a device for preventing flock breakage in the field.
浄化槽等の汚泥水を凝集させて得られるフロツ
ク(水中汚泥のコロイドの持つ電荷(−)と凝集
剤分子の持つ電荷(+)が中和し、汚泥コロイド
が引き合わされ(架橋現象)て、海綿状群となつ
たもの)を含む一次処理水を導入パイプから横型
の回転式スクリーン筒を主体とする過装置に導
入する際、上記フロツクが破壊され易い。而して
フロツクが破壊すると、せつかくフロツクとして
凝集された汚泥水中の固形分が過装置において
分離されず過水中に入り再び浄化槽等に戻され
るため、浄化槽中の汚泥水の固液分離を効率良く
行なえなくなり、汚泥水処理車としての目的を充
分に行なえなくなる惧れがある。 The flocs obtained by flocculating sludge water from septic tanks, etc. (the charge (-) of the colloid of underwater sludge and the charge (+) of the flocculant molecules are neutralized, and the sludge colloids are drawn together (cross-linking phenomenon), forming sponges. The flocs are easily destroyed when the primary treated water containing the flocs is introduced from the inlet pipe into a filtration device mainly consisting of a horizontal rotary screen cylinder. When the flocs are destroyed, the solid content in the sludge water that has coagulated as flocs is not separated in the filtration device but enters the filtration water and is returned to the septic tank, etc., making the solid-liquid separation of the sludge water in the septic tank more efficient. There is a risk that the vehicle will not be able to perform properly and will not be able to fulfill its purpose as a sludge water treatment vehicle.
本考案は上記惧れを回避した汚泥水処理車の
過装置に於けるフロツク破壊防止装置を提供する
ものである。 The present invention provides a floc destruction prevention device in a filtration device for a sludge water treatment vehicle that avoids the above-mentioned concerns.
即ち、本考案の汚泥水処理車の過装置に於け
るフロツク破壊防止装置は、浄化槽等の汚泥水を
凝集させて得られるフロツクを含む一次処理水を
導入パイプから横型の回転式スクリーン筒を主体
とする過装置の内部に導入する際の上記フロツ
クの破壊を防止する装置であつて、上記導入パイ
プの先端部を下方に彎曲させて形成し、且つ上記
導入パイプの先端部と上記回転式スクリーン筒の
内側面との間に、上記フロツクを含む一次処理水
の上記先端部から上記内側面への流入を緩衝させ
る緩衝部を設けたものである。 That is, the floc destruction prevention device in the filtration device of a sludge water treatment vehicle of the present invention mainly consists of a horizontal rotating screen tube through which primary treated water containing flocs obtained by coagulating sludge water from a septic tank is introduced from a pipe. A device for preventing the destruction of the floc when introducing the floc into the inside of a filter device, the tip of the introduction pipe being curved downward, and the tip of the introduction pipe and the rotary screen being connected to each other. A buffer portion is provided between the tube and the inner surface to buffer the flow of the primary treated water containing the flocs from the tip to the inner surface.
以下、本考案の汚泥水処理車の過装置に於け
るフロツク破壊防止装置を図面に示す一実施例に
ついて説明する。 DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the floc destruction prevention device in a filtration device for a sludge water treatment vehicle according to the present invention will be described below as shown in the drawings.
第1図は、本考案の一実施例を装備した汚泥水
処理車の側面図を示すもので、同図において、1
はホースリールであり、かかる汚泥水処理車によ
り浄化槽等の汚泥水を処理するには、上記ホース
リール1から吸排水ホース(図示せず)を繰り出
してこれを浄化槽等に挿入し、浄化槽等の汚泥水
を上記吸排水ホースを介して汚泥水処理タンク2
内に吸引する一方、これと前後して凝集剤液タン
ク3から所定量の凝集剤を汚泥水処理タンク2内
に吸引し、汚泥水処理タンク2内において汚泥水
と凝集剤液とを撹拌機構(図示せず)により撹拌
混合してフロツクを含む一次処理水を得、しかる
後これを過装置4に圧送して固液分離し、分離
された汚泥を汚泥タンク5内に排出する一方、分
離された過水を過水受部6を介して過水タ
ンク7に吸引し、過水タンク7内の過水を前
記排水ホースを介して浄化槽等に張水として返送
すれば良い。そして汚泥タンク5内に汚泥が一杯
になつたらこれを汚水処理場に廃棄する。 FIG. 1 shows a side view of a sludge water treatment vehicle equipped with an embodiment of the present invention.
is a hose reel, and in order to treat sludge water in a septic tank, etc. with such a sludge water treatment vehicle, a suction and drainage hose (not shown) is let out from the hose reel 1 and inserted into the septic tank, etc. The sludge water is transferred to the sludge water treatment tank 2 via the above-mentioned suction and drainage hose.
At the same time, before and after this, a predetermined amount of flocculant is sucked into the sludge water treatment tank 2 from the flocculant liquid tank 3, and the sludge water and flocculant liquid are stirred in the sludge water treatment tank 2. (not shown) to obtain the primary treated water containing flocs, which is then pumped to the filtration device 4 for solid-liquid separation, and the separated sludge is discharged into the sludge tank 5 while separating The excess water that has been removed may be sucked into the excess water tank 7 through the excess water receiving portion 6, and the excess water in the excess water tank 7 may be returned as water to a septic tank or the like via the drainage hose. When the sludge tank 5 is full of sludge, it is disposed of in a sewage treatment plant.
而して、上記過装置4は、第2図以下に示す
如く、横型の回転式スクリーン筒40を主体と
し、その内側面に、分離される汚泥を回転式スク
リーン筒40の回転に伴い回転式スクリーン筒4
0の一端部40aから他端部40b方向へ押出す
螺旋ブレード41を固設して構成してある。42
は回転式スクリーン筒40を支持ローラー43,
43,…を介して支持収容する筐体で、前方及び
下方を開放してあり、前記過水受部6の上方に
位置させてその後端部を軸支する一方、その前端
部を油圧シリンダー等の昇降装置8の上端部に連
結してある。この昇降装置8は、その作動により
筐体42を介し回転式スクリーン筒40をその他
端部40bにおいて俯仰可能なものとし、傾斜地
における汚泥水の処理に際し回転式スクリーン筒
40を傾斜させてその固液分離効率が低減しない
ようにするものである。又、9は一次処理水(汚
泥水)の導入パイプであり、前記汚泥水処理タン
ク2に連通すると共にその先端部9′を上記回転
式スクリーン筒40の一端部40a内に挿入して
ある。尚、この他44,44,…は、回転式スク
リーン筒40を洗浄すると共にその目詰まりを防
止するための洗浄ノズルである。又、45は支持
ローラー43の駆動モーターである。 As shown in FIG. Screen tube 4
A spiral blade 41 is fixedly installed and extruded from one end 40a of the wire toward the other end 40b. 42
The rotary screen cylinder 40 is supported by rollers 43,
43,... is a housing that is open at the front and the bottom, and is located above the overwater receiving part 6, and its rear end is pivotally supported, and its front end is used for a hydraulic cylinder, etc. It is connected to the upper end of the lifting device 8. This elevating device 8 allows the rotary screen tube 40 to be lifted up and down at the other end 40b via the housing 42 by its operation, and when treating sludge water on a slope, the rotary screen tube 40 is tilted and the solid liquid is This is to prevent separation efficiency from decreasing. Reference numeral 9 denotes an introduction pipe for primary treated water (sludge water), which communicates with the sludge water treatment tank 2 and has its tip 9' inserted into one end 40a of the rotary screen tube 40. In addition, 44, 44, . . . are cleaning nozzles for cleaning the rotary screen cylinder 40 and preventing its clogging. Further, 45 is a drive motor for the support roller 43.
而して、本考案の汚泥水処理車の過装置に於
けるフロツク破壊防止装置は、第4図に示す如
く、上記導入パイプ9の先端部9′を下方に彎曲
させて形成し、且つ上記導入パイプ9の先端部
9′と前記回転式スクリーン筒40の内側面との
間に、前記汚泥水処理タンク2内で得られたフロ
ツクを含む一次処理水の上記先端部9′から上記
内側面への流入を緩衝させる緩衝部10を設けて
構成してある。尚、ここで先端部9′を下方に彎
曲させて形成することは、導入パイプ9の内部の
一次処理水の通路がその先端部9′において漸進
的に下方を向いていることを意味し、先端部9′
が必らずしも下方に突出していることを意味しな
い。 As shown in FIG. 4, the floc destruction prevention device in the filtration device for a sludge water treatment vehicle of the present invention is formed by bending the tip end 9' of the introduction pipe 9 downward, and as shown in FIG. Between the tip 9' of the introduction pipe 9 and the inner surface of the rotary screen cylinder 40, the primary treated water containing flocs obtained in the sludge water treatment tank 2 is transferred from the tip 9' to the inner surface. A buffer section 10 is provided to buffer the inflow into the tank. Note that the fact that the tip 9' is curved downward means that the primary treated water passage inside the introduction pipe 9 gradually points downward at the tip 9'. Tip 9'
does not necessarily mean that it protrudes downward.
実施例について詳述すると、上記緩衝部10
は、円錐(台)筒状となしてあり、回転式スクリ
ーン筒40の一端部40a内に位置させ且つその
大口径部を回転式スクリーン筒40の他端部40
b方向に向けて回転式スクリーン筒40に固定し
てある。 To describe the embodiment in detail, the buffer section 10
is in the shape of a conical (truncated) cylinder, and is located within one end 40a of the rotary screen cylinder 40, and its large diameter portion is connected to the other end 40a of the rotary screen cylinder 40.
It is fixed to a rotary screen tube 40 facing in direction b.
以上の構成からなる本考案のフロツク破壊防止
装置によれば、汚泥水処理タンク2から圧送され
るフロツクを含む一次処理水は、導入パイプ9の
先端部9′において滑らかにその流れ方向を下方
に変え、緩衝部10に沿つて衝撃が与えられるこ
となく回転式スクリーン筒40内に移行するか
ら、一次処理水中のフロツクが破壊する惧れがな
い。もし、導入パイプ9の先端を閉鎖しその下方
に一次処理水の排出部を設けると、フロツクが閉
鎖部に衝突して破壊する惧れがある。また、緩衝
部10が設けてないと、導入パイプ9から一次処
理水が直接回転式スクリーン筒40内に流下する
ため、その衝撃によりフロツクが破壊する惧れが
ある。 According to the floc destruction prevention device of the present invention having the above configuration, the primary treated water containing flocs, which is pumped from the sludge water treatment tank 2, smoothly flows downward in the flow direction at the tip 9' of the introduction pipe 9. Since the primary treatment water moves into the rotary screen cylinder 40 without being subjected to impact along the buffer section 10, there is no risk of the flocs in the primary treatment water being destroyed. If the tip of the introduction pipe 9 is closed and a discharge section for the primary treated water is provided below it, there is a risk that the flocs will collide with the closed section and be destroyed. Furthermore, if the buffer section 10 is not provided, the primary treated water will directly flow down from the introduction pipe 9 into the rotary screen cylinder 40, and there is a risk that the flocs will be destroyed by the impact.
そして、上述のようにフロツクが破壊すること
なく回転式スクリーン筒40内に導入された一次
処理水は、回転式スクリーン筒40のスクリーン
面によつて固液分離される。この場合、フロツク
が破壊してないから、固液分離効率を充分高める
ことができる。分離された過水は回転式スクリ
ーン筒40からその下方の過水受部6内に流下
又は滴下し、過水受部6から前述の如く過水
タンク7内に吸引される。一方、分離された汚泥
は、螺旋ブレード41により押出され、回転式ス
クリーン筒40の他端部40bからその下方の汚
泥タンク5内に落下収容される。 As described above, the primary treated water introduced into the rotary screen tube 40 without destroying the flocs is separated into solid and liquid by the screen surface of the rotary screen tube 40. In this case, since the flocs are not destroyed, the solid-liquid separation efficiency can be sufficiently increased. The separated overwater flows down or drips from the rotary screen tube 40 into the overwater receiving section 6 below, and is sucked from the overwater receiving section 6 into the overwater tank 7 as described above. On the other hand, the separated sludge is pushed out by the spiral blade 41 and falls from the other end 40b of the rotary screen cylinder 40 and is stored in the sludge tank 5 below.
尚、実施例では、回転式スクリーン筒40の内
側に緩衝部10を固定してあるが、第5図に示す
如く回転式スクリーン筒40の一部を緩衝部10
となしても良い。又、実施例においては緩衝部1
0は回転式スクリーン筒40に固定してあるが、
反対に導入パイプ9に固定することも可能であ
り、その場合は緩衝部10を単なる傾斜板で構成
することも可能である。 In the embodiment, the buffer section 10 is fixed inside the rotary screen tube 40, but as shown in FIG.
You may also do so. In addition, in the embodiment, the buffer section 1
0 is fixed to the rotary screen tube 40,
On the contrary, it is also possible to fix it to the introduction pipe 9, and in that case, it is also possible to configure the buffer section 10 with a simple inclined plate.
叙上の如く、本考案の汚泥水処理装置に於ける
フロツク破壊防止装置によれば、回転式スクリー
ン筒の内部に挿入した導入パイプの先端部を下方
に彎曲させて形成し、且つその下方に緩衝部を設
けてあるから、フロツクを含む一次処理水を導入
パイプの先端部から回転式スクリーン筒の内側面
へ衝撃を与えることなく流下させ、フロツクが破
壊するのを防止でき、その結果浄化槽等の維持管
理を効果的に行なうことができる等の卓越した効
果が奏せられる。 As described above, according to the floc destruction prevention device in the sludge water treatment equipment of the present invention, the tip of the introduction pipe inserted into the rotary screen tube is curved downward, and Because the buffer section is provided, the primary treated water containing flocs can flow down from the tip of the introduction pipe to the inner surface of the rotary screen cylinder without impact, preventing the flocs from being destroyed, and as a result, the septic tank, etc. Outstanding effects can be achieved, such as the ability to effectively carry out maintenance and management.
第1図は本考案の一実施例を装備した汚泥水処
理車の側面図、第2図はその過装置の斜め前方
からの斜視図、第3図はその斜め後方からの斜視
図、第4図はその断面図、第5図は本考案の別の
実施例の断面図である。
4……過装置、9……導入パイプ、9′……
先端部、10……緩衝部、40……回転式スクリ
ーン筒。
Fig. 1 is a side view of a sludge water treatment vehicle equipped with an embodiment of the present invention, Fig. 2 is a perspective view of the filtration device from diagonally from the front, Fig. 3 is a perspective view from diagonally from the rear, and Fig. 4 The figure is a sectional view thereof, and FIG. 5 is a sectional view of another embodiment of the present invention. 4...Transfer device, 9...Introduction pipe, 9'...
Tip part, 10...Buffer part, 40...Rotary screen tube.
Claims (1)
ツクを含む一次処理水を導入パイプから横型の
回転式スクリーン筒を主体とする過装置の内
部に導入する際の上記フロツクの破壊を防止す
る装置であつて、上記導入パイプの先端部を下
方に彎曲させて形成し、且つ上記導入パイプの
先端部と上記回転式スクリーン筒の内側面との
間に、上記フロツクを含む一次処理水の上記先
端部から上記内側面への流入を緩衝させる緩衝
部を設けた、汚泥水処理車の過装置に於ける
フロツク破壊防止装置。 (2) 緩衝部が円錐筒状となしてあり、回転式スク
リーン筒の一端部内に位置させ且つその大口径
部を上記回転式スクリーン筒の他端部方向に向
けて上記回転式スクリーン筒及び導入パイプの
何れか一方に固定してある、実用新案登録請求
の範囲第(1)項記載の汚泥水処理車の過装置に
於けるフロツク破壊防止装置。 (3) 緩衝部が傾斜板で構成してあり、且つ導入パ
イプに固定してある、実用新案登録請求の範囲
第(1)項記載の汚泥水処理車の過装置に於ける
フロツク破壊防止装置。[Scope of Claim for Utility Model Registration] (1) When primary treated water containing flocs obtained by coagulating sludge water from a septic tank, etc. is introduced from an inlet pipe into a filtration device mainly consisting of a horizontal rotary screen tube. A device for preventing destruction of said flock, which is formed by curving the tip of said introduction pipe downward, and said said flock is provided between said introduction pipe tip and an inner surface of said rotary screen tube. A device for preventing floc destruction in a filtration device of a sludge water treatment vehicle, which is provided with a buffer portion for buffering the flow of primary treated water containing flocs from the tip portion to the inner surface. (2) The buffer section is shaped like a conical tube, and is positioned within one end of the rotary screen tube, with its large diameter section facing the other end of the rotary screen tube and the introduction. A floc destruction prevention device in a filtration device of a sludge water treatment vehicle as set forth in claim (1) of the utility model registration, which is fixed to either one of the pipes. (3) A device for preventing floc destruction in a filtration device for a sludge water treatment vehicle as set forth in claim (1) of the utility model registration claim, wherein the buffer portion is composed of an inclined plate and is fixed to the introduction pipe. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14687282U JPS5953817U (en) | 1982-09-28 | 1982-09-28 | Flock destruction prevention device in filtration equipment of sludge water treatment vehicles |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14687282U JPS5953817U (en) | 1982-09-28 | 1982-09-28 | Flock destruction prevention device in filtration equipment of sludge water treatment vehicles |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5953817U JPS5953817U (en) | 1984-04-09 |
JPS6327763Y2 true JPS6327763Y2 (en) | 1988-07-27 |
Family
ID=30326781
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14687282U Granted JPS5953817U (en) | 1982-09-28 | 1982-09-28 | Flock destruction prevention device in filtration equipment of sludge water treatment vehicles |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5953817U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9920837B2 (en) | 2014-01-16 | 2018-03-20 | Nok Corporation | Sealing device |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010104881A (en) * | 2008-10-29 | 2010-05-13 | Takuma Co Ltd | Rotary drum type sludge concentration device |
JP5234785B2 (en) * | 2009-01-14 | 2013-07-10 | 新明和工業株式会社 | Sludge concentrator and sludge concentrator |
-
1982
- 1982-09-28 JP JP14687282U patent/JPS5953817U/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9920837B2 (en) | 2014-01-16 | 2018-03-20 | Nok Corporation | Sealing device |
Also Published As
Publication number | Publication date |
---|---|
JPS5953817U (en) | 1984-04-09 |
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