JPS632084Y2 - - Google Patents
Info
- Publication number
- JPS632084Y2 JPS632084Y2 JP1983080802U JP8080283U JPS632084Y2 JP S632084 Y2 JPS632084 Y2 JP S632084Y2 JP 1983080802 U JP1983080802 U JP 1983080802U JP 8080283 U JP8080283 U JP 8080283U JP S632084 Y2 JPS632084 Y2 JP S632084Y2
- Authority
- JP
- Japan
- Prior art keywords
- net
- yarns
- sedimentation tank
- present
- tank
- 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
Landscapes
- Sewage (AREA)
- Knitting Of Fabric (AREA)
Description
【考案の詳細な説明】
本考案は、沈降槽内に張設する沈降槽用整流ネ
ツトに関するものである。[Detailed Description of the Invention] The present invention relates to a rectifying net for a settling tank that is stretched within the settling tank.
懸濁液中の粒子と液体とを分離する操作として
は、沈降、浮上、濾過、遠心分離などの方法があ
るが、この中で沈降分離は化学工業、上水道及び
下・排水処理などの分野で広範囲に採用されてい
る固液分離法である。近年、分離効果の向上のた
めに沈降槽内に傾斜板を挿入した傾斜板沈降槽が
多用されている。傾斜板沈降槽は、在来の傾斜板
を設けていない沈降槽と比べ分離面積を大きくと
れるため、液量負荷を増大させることができ、ま
た、整流効果があるため懸濁液の液量変動並びに
濁度変動に対応できるなどの多くの利点を有する
ものであるが、他方、傾斜板面上に沈積した粒子
の清掃が極めて難しいこと、傾斜板の下に蓄積し
たスラツジの排出に困難性があること、さらに排
泥設備が傾斜板の下に設けてあるため、集泥機な
どの維持管理に難点があるなどの短所もあつた。
また、傾斜板の設置に際しても、槽内での組立て
や配列に多大の手間と時間を要し、施工並びに補
修の点からも問題があつた。 There are several methods for separating particles and liquid in suspension, such as sedimentation, flotation, filtration, and centrifugation. Among these, sedimentation separation is used in fields such as the chemical industry, water supply, and sewage/wastewater treatment. This is a widely used solid-liquid separation method. In recent years, inclined plate settling tanks in which inclined plates are inserted into the settling tank have been frequently used to improve the separation effect. Slanted plate sedimentation tanks have a larger separation area compared to conventional settling tanks without inclined plates, so they can increase the liquid volume load, and also have a rectifying effect, which reduces fluctuations in the suspension liquid volume. However, on the other hand, it is extremely difficult to clean the particles deposited on the inclined plate surface, and it is difficult to discharge the sludge accumulated under the inclined plate. Moreover, since the sludge removal equipment was installed under the inclined plate, there were also disadvantages such as difficulty in maintaining the sludge collector and other equipment.
Furthermore, when installing the inclined plates, it took a great deal of time and effort to assemble and arrange them in the tank, and there were also problems in terms of construction and repair.
本考案は、上記の諸点に鑑み整流効果が大で通
水抵抗が小さく、しかも軽量で施工並びに輸送も
簡単な沈降槽用整流ネツトの提供を目的とするも
のである。 In view of the above points, it is an object of the present invention to provide a flow straightening net for a settling tank that has a large flow straightening effect, has low water flow resistance, is lightweight, and is easy to construct and transport.
すなわち、本考案は平行に配列された複数本の
鎖編糸間が、複数本マルチフイラメント糸からな
る挿入糸により所定間隔ごとに連結されて方形の
透孔部が形成された角目ラツセル網地からなる沈
降槽用整流ネツトに関するものである。 That is, the present invention is a square ratchet net fabric in which a plurality of parallel chain knitting yarns are connected at predetermined intervals by inserting yarns made of a plurality of multifilament yarns to form rectangular through-holes. This invention relates to a rectifier net for a settling tank consisting of:
以下に、本考案の構成を実施例に基づいて詳細
に説明する。第1図は本考案に係る整流ネツトの
1例を示すものであり、整流ネツト1は適宜の太
さに編成された複数本の鎖編糸2がほぼ平行に配
列され、かつそれらの鎖編糸2間が複数本のマル
チフイラメント糸からなる挿入糸3により所定間
隔ごとに連結されて方形の透孔(網目)部4が形
成された、いわゆる角目ラツセル網地で構成され
る。 Below, the configuration of the present invention will be explained in detail based on examples. FIG. 1 shows an example of the rectifying net according to the present invention, in which a plurality of chain knitting yarns 2 knitted to an appropriate thickness are arranged approximately in parallel, and It is constructed of a so-called square mesh ratchet fabric in which the threads 2 are connected at predetermined intervals by insertion threads 3 made of a plurality of multifilament threads to form rectangular through holes (mesh) portions 4.
本考案の沈降槽用整流ネツトの素材としては、
例えば天然繊維、合成繊維などの有機繊維、ガラ
ス繊維、鉱物繊維、金属繊維などの無機繊維、あ
るいはそれらが混合されたマルチフイラメント糸
を用いる。角目ラツセル網地における各挿入糸3
は複数本のマルチフイラメント糸から構成されて
おり、その挿入部の幅は整流効果の点から1〜50
mmが好ましい。さらに、各鎖編糸2間の間隔、す
なわち挿入糸3の長さが10〜300mmで、また各挿
入糸間の間隔が10〜70mmで、そしてそれらで形成
される透孔部4の個々の面積が3〜200cm2である
ことが透孔部4の閉塞を防ぐため好ましく、網地
面積に対する透孔部4の総面積の割合(空隙率)
が20〜80%のものが好ましい。また、ネツトはそ
の上縁及び下縁の透孔部4を通る支持棒5にバン
ド6により結束固定されている。 The materials for the rectifier net for the sedimentation tank of this invention include:
For example, organic fibers such as natural fibers and synthetic fibers, inorganic fibers such as glass fibers, mineral fibers, and metal fibers, or multifilament yarns that are a mixture thereof are used. Each inserted thread 3 in the square lattice mesh fabric
is composed of multiple multifilament threads, and the width of the inserted part is 1 to 50 mm from the viewpoint of rectification effect.
mm is preferred. Further, the distance between each chain knitting yarn 2, that is, the length of the inserted yarn 3, is 10 to 300 mm, and the distance between each inserted yarn is 10 to 70 mm, and the individual through holes 4 formed by these are 10 to 300 mm. It is preferable that the area is 3 to 200 cm 2 in order to prevent blockage of the perforations 4, and the ratio of the total area of the perforations 4 to the net area (porosity)
is preferably 20 to 80%. Further, the net is bound and fixed by a band 6 to a support rod 5 passing through the through holes 4 at the upper and lower edges thereof.
第2図は本考案に係る角目ラツセル網地からな
る整流ネツトを水平流式長方形沈降槽内に取り付
けた場合の1例を示すもので、上部支持棒5を槽
周壁に架橋し、ネツト1が流れ方向と垂直になる
ように適宜の間隔で懸垂張設されている。また、
第3図は本考案にかかる整流ネツトを垂直流型円
形沈降槽内に取り付けた場合の1例を示すもの
で、同心円状に構成された支持棒5に整流ネツト
1を張設したものである。次に、本考案に係る整
流ネツトを使用した場合の具体例について説明す
る。 Fig. 2 shows an example of a rectifying net made of square ratchet mesh according to the present invention installed in a horizontal flow type rectangular sedimentation tank. are suspended at appropriate intervals so that they are perpendicular to the flow direction. Also,
Fig. 3 shows an example of a rectifier net according to the present invention installed in a vertical flow type circular sedimentation tank, in which the rectifier net 1 is stretched around a support rod 5 formed in a concentric circle. . Next, a specific example in which the rectifier net according to the present invention is used will be described.
整流ネツト仕様
素材:ポリエステルマルチフイラメント糸(10
本)
形態:角目ラツセルネツト(第1図)3m幅×
6m長ネツト
空隙率:50%
透孔部面積:6cm2/個
上記の仕様を持つ整流ネツトを幅6m×長さ25
m×深さ4mの水平流式長方形沈降槽に5m間隔
で4枚懸垂張設し、約1年にわたり沈降槽内での
粒子の沈降状態及び流動状況を調査したところ、
沈降槽内に流入した原水は整流ネツトにより整流
され、沈降槽全面に広がりながら流動し、原水流
入の際に起こる槽内の撹乱や短絡流、また冬期に
おける外温や風による水面の乱れも緩和され、急
激な水量変動並びに濁度変化に対しても適応でき
粒子の溢流現象は生じなかつた。Rectifying net specifications Material: Polyester multifilament thread (10
Book) Format: Square rattle net (Fig. 1) 3m wide x
6m long net Porosity: 50% Perforation area: 6cm 2 /pcs Rectifier net with the above specifications is 6m wide x 25cm long
4 m x 4 m deep horizontal flow type rectangular sedimentation tank, four sheets were suspended at 5 m intervals, and the sedimentation and flow conditions of particles in the sedimentation tank were investigated over a period of about one year.
The raw water that flows into the sedimentation tank is rectified by a rectifier net, and flows while spreading over the entire surface of the sedimentation tank, which alleviates disturbances and short-circuit flows inside the tank that occur when raw water flows in, as well as turbulence on the water surface caused by external temperatures and wind in winter. The system was able to adapt to sudden changes in water volume and turbidity, and no particle overflow occurred.
また、第3図に示すように、垂直流型円形沈降
槽(直径5m、有効深さ4m)内に上記整流ネツ
トを1m間隔で同心円状に張設した場合において
も、流入した原水は槽内の清澄層を混合すること
なく、層周壁の溢流桶に向かつて層内に起こる短
絡流や密度流現象が抑制され、粒子の沈降効率は
増大した。 Furthermore, as shown in Figure 3, even when the above rectifier nets are stretched concentrically at 1 m intervals in a vertical flow type circular sedimentation tank (diameter 5 m, effective depth 4 m), raw water flowing into the tank is Without mixing the clarified layer, short-circuit flow and density flow phenomena that occur within the layer toward the overflow trough on the peripheral wall of the layer were suppressed, and the sedimentation efficiency of particles was increased.
本考案の整流ネツトによつて大きな整流効果が
得られる理由は明らかではないが、鎖編糸間を複
数のマルチフイラメント糸からなる挿入糸によつ
て連結して方形の透孔部を形成したので、沈降槽
内において水流が透孔部を通過する際に、各挿入
糸によつて形成された透孔部によつて水流が整流
作用を受けるとともに、さらに各挿入糸を構成す
る個々のマルチフイラメント糸間が水流によつて
拡げられた間隙においても整流作用を受けるため
と思われる。 It is not clear why the rectifying net of the present invention achieves a large rectifying effect, but the reason is that the chain knitting yarns are connected by insert yarns made of multiple multifilament yarns to form rectangular through-holes. When the water flow passes through the perforations in the settling tank, the water flow is rectified by the perforations formed by each inserted thread, and the individual multifilaments constituting each inserted thread are This is thought to be because the gap between the threads expanded by the water flow also receives a rectifying effect.
本考案の整流ネツトは、上記のような構成を有
するので、沈澱槽内に極めて容易にセツトするこ
とができ、さらに水流に対する大なる整流効果を
有するものであつて、沈降槽内の撹乱や短絡流を
少なくすることができるものであり、しかも、軽
量であるので、取扱い易く運搬も容易である等多
くの利点を有するものである。 Since the rectifier net of the present invention has the above-mentioned configuration, it can be extremely easily set in the sedimentation tank, and has a great rectification effect on water flow, preventing disturbances and short circuits in the sedimentation tank. It has many advantages such as being able to reduce the flow and being lightweight, making it easy to handle and transport.
第1図は本考案に係る整流ネツトの一例を示す
概略平面図であり、第2図は本考案に係る整流ネ
ツトを水平流式長方形沈降槽内に取り付けた場合
の一態様を示す斜視図であり、第3図aは本考案
に係る整流ネツトを垂直流型円形沈降槽内に取り
付けた場合の一態様を示す概略平面図であり、第
3図bはその概略断面図である。
1……整流ネツト、2……鎖編糸、3……挿入
糸、4……透孔部、5……支持棒、6……バン
ド。
Fig. 1 is a schematic plan view showing an example of the rectifying net according to the present invention, and Fig. 2 is a perspective view showing an embodiment of the rectifying net according to the present invention installed in a horizontal flow type rectangular sedimentation tank. FIG. 3a is a schematic plan view showing an embodiment of the rectifying net according to the present invention installed in a vertical flow type circular sedimentation tank, and FIG. 3b is a schematic cross-sectional view thereof. DESCRIPTION OF SYMBOLS 1... Rectifier net, 2... Chain knitting yarn, 3... Insert thread, 4... Through-hole part, 5... Support rod, 6... Band.
Claims (1)
のマルチフイラメント糸からなる挿入糸により所
定間隔ごとに連結されて方形の透孔部が形成され
た角目ラツセル網地からなる沈降槽用整流ネツ
ト。 A sedimentation tank made of a square ratchet mesh fabric in which a plurality of parallel chain knitting yarns are connected at predetermined intervals by inserting yarns made of a plurality of multifilament yarns to form rectangular through-holes. Rectifier net for use.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8080283U JPS59184903U (en) | 1983-05-28 | 1983-05-28 | Rectifier net for settling tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8080283U JPS59184903U (en) | 1983-05-28 | 1983-05-28 | Rectifier net for settling tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59184903U JPS59184903U (en) | 1984-12-08 |
| JPS632084Y2 true JPS632084Y2 (en) | 1988-01-20 |
Family
ID=30210781
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8080283U Granted JPS59184903U (en) | 1983-05-28 | 1983-05-28 | Rectifier net for settling tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59184903U (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0222003Y2 (en) * | 1985-10-25 | 1990-06-13 | ||
| JP2892948B2 (en) * | 1994-09-27 | 1999-05-17 | 秀行 小林 | Separation and removal method of mixture in liquid |
| US6594719B1 (en) | 2000-04-19 | 2003-07-15 | Mobility Electronics Inc. | Extended cardbus/pc card controller with split-bridge ™technology |
| JP5160340B2 (en) * | 2008-08-18 | 2013-03-13 | 佐藤工業株式会社 | Water purification system and water purification method |
| CN102134123B (en) * | 2010-08-06 | 2013-02-13 | 无锡市政设计研究院有限公司 | Slurry-water rapid separation device and its application in sewage biological treatment |
| JP6504387B2 (en) * | 2015-01-19 | 2019-04-24 | 日本ソリッド株式会社 | Agglomerated cross-flow sedimentation separator for wastewater containing heavy metals |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4930958U (en) * | 1972-06-19 | 1974-03-16 | ||
| JPS5673503U (en) * | 1979-11-12 | 1981-06-16 |
-
1983
- 1983-05-28 JP JP8080283U patent/JPS59184903U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59184903U (en) | 1984-12-08 |
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