JPH0433921Y2 - - Google Patents
Info
- Publication number
- JPH0433921Y2 JPH0433921Y2 JP9119289U JP9119289U JPH0433921Y2 JP H0433921 Y2 JPH0433921 Y2 JP H0433921Y2 JP 9119289 U JP9119289 U JP 9119289U JP 9119289 U JP9119289 U JP 9119289U JP H0433921 Y2 JPH0433921 Y2 JP H0433921Y2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- block
- inclined pipe
- corrugated
- water flow
- 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 35
- 239000000758 substrate Substances 0.000 claims description 28
- 238000004062 sedimentation Methods 0.000 claims description 17
- 239000007787 solid Substances 0.000 description 18
- WYURNTSHIVDZCO-UHFFFAOYSA-N Tetrahydrofuran Chemical compound C1CCOC1 WYURNTSHIVDZCO-UHFFFAOYSA-N 0.000 description 10
- 239000000853 adhesive Substances 0.000 description 9
- 230000001070 adhesive effect Effects 0.000 description 9
- 238000004065 wastewater treatment Methods 0.000 description 9
- 229920000915 polyvinyl chloride Polymers 0.000 description 6
- 239000004800 polyvinyl chloride Substances 0.000 description 6
- 239000002904 solvent Substances 0.000 description 6
- 230000004048 modification Effects 0.000 description 5
- 238000012986 modification Methods 0.000 description 5
- YLQBMQCUIZJEEH-UHFFFAOYSA-N tetrahydrofuran Natural products C=1C=COC=1 YLQBMQCUIZJEEH-UHFFFAOYSA-N 0.000 description 5
- 239000002351 wastewater Substances 0.000 description 5
- 238000005520 cutting process Methods 0.000 description 4
- 238000005304 joining Methods 0.000 description 4
- 238000000926 separation method Methods 0.000 description 4
- YXFVVABEGXRONW-UHFFFAOYSA-N Toluene Chemical compound CC1=CC=CC=C1 YXFVVABEGXRONW-UHFFFAOYSA-N 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000000630 rising effect Effects 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- JHIVVAPYMSGYDF-UHFFFAOYSA-N cyclohexanone Chemical compound O=C1CCCCC1 JHIVVAPYMSGYDF-UHFFFAOYSA-N 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 description 1
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 239000005977 Ethylene Substances 0.000 description 1
- NTIZESTWPVYFNL-UHFFFAOYSA-N Methyl isobutyl ketone Chemical compound CC(C)CC(C)=O NTIZESTWPVYFNL-UHFFFAOYSA-N 0.000 description 1
- UIHCLUNTQKBZGK-UHFFFAOYSA-N Methyl isobutyl ketone Natural products CCC(C)C(C)=O UIHCLUNTQKBZGK-UHFFFAOYSA-N 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 229920001577 copolymer Polymers 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000004927 fusion Effects 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000012046 mixed solvent Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- QQONPFPTGQHPMA-UHFFFAOYSA-N propylene Natural products CC=C QQONPFPTGQHPMA-UHFFFAOYSA-N 0.000 description 1
- 125000004805 propylene group Chemical group [H]C([H])([H])C([H])([*:1])C([H])([H])[*:2] 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
Landscapes
- Sewage (AREA)
Description
【考案の詳細な説明】
産業上の利用分野
この考案は、例えば沈殿池において排水中の懸
濁固形物を沈降分離する上向流式傾斜管沈降装置
における傾斜管ブロツクに関するものである。[Detailed Description of the Invention] Industrial Application Field The present invention relates to an inclined tube block in an upflow type inclined tube sedimentation device for sedimentation and separation of suspended solids in waste water, for example, in a settling basin.
従来の技術
一般に、排水処理プロセスにおいて、排水中の
懸濁固形物(スラツジ)を分離する固液分離は必
要不可欠のものであるが、中でも沈降分離操作
が、特に重要なものとして、上水道および工業用
水道をはじめとして、下水処理、産業排処理など
の広範囲に行なわれている。Conventional Technology In general, solid-liquid separation to separate suspended solids (sludge) in wastewater is essential in wastewater treatment processes, but sedimentation separation is particularly important in water supply and industrial applications. It is used in a wide range of applications, including water supply, sewage treatment, and industrial waste treatment.
近年、傾斜管を用いた沈降装置が、沈殿池の沈
殿効率を大幅に向上させる点において各分野で注
目を集めている。 In recent years, sedimentation devices using inclined tubes have attracted attention in various fields because they significantly improve the sedimentation efficiency of sedimentation tanks.
従来、例えば第8図に示すように、このような
傾斜管沈降装置における傾斜管ブロツク20とし
て、前方上向きの傾斜状凹凸部22,23を有す
る合成樹脂製薄波板21を並列状に配置し、隣り
合う波板21,21同志互いに傾斜状凹凸部2
2,23を対向させて一体に接合し、同一方向の
傾斜管の集合体としたものが開発されている(実
開昭55−133204号公報参照)。 Conventionally, as shown in FIG. 8, for example, as an inclined tube block 20 in such an inclined tube sedimentation device, thin corrugated synthetic resin plates 21 having forward and upwardly inclined uneven portions 22 and 23 are arranged in parallel. Adjacent corrugated plates 21, 21 each have inclined uneven portions 2
A system has been developed in which the pipes 2 and 23 are joined together to face each other to form an assembly of inclined pipes oriented in the same direction (see Japanese Utility Model Application Publication No. 133204/1983).
このような傾斜管ブロツク20は、例えば前方
上向きに傾斜した多数の通水管路24を有してい
て、いわゆるハニカムチユーブモジユールのた
め、排水処理において、懸濁固形物を含む排水
は、細分化された傾斜管ブロツク20の管路24
に下から流入し、管路24内を下から上へと上昇
する。これに対し懸濁固形物は管路24内を上か
ら下へと順次沈降してゆく。この場合、管路24
内の沈降面積は非常に大きいので、沈殿効率が良
く、また沈殿面は、ほゞストレート(平坦)であ
り、屈曲部のない構造であるため、チユーブ傾斜
面に沈降した懸濁固形物は、自重で下方に滑り落
ち、排水処理能力が非常にすぐれているものであ
る。 Such an inclined pipe block 20 has, for example, a large number of water passage pipes 24 that are inclined forward and upward, and because it is a so-called honeycomb tube module, in wastewater treatment, wastewater containing suspended solids is finely divided. Conduit 24 of inclined pipe block 20
The water flows into the pipe 24 from below and rises in the pipe 24 from the bottom to the top. On the other hand, the suspended solids sequentially settle in the pipe line 24 from top to bottom. In this case, conduit 24
The settling area inside the tube is very large, so the settling efficiency is good, and the settling surface is almost straight (flat) with no bends, so the suspended solids that settle on the slope of the tube are It slides downward under its own weight and has excellent wastewater treatment capabilities.
考案が解決しようとする課題
ところで、このような従来の傾斜管ブロツク2
0は、例えば多数の前方上向きの傾斜状凹凸部2
2,23を有する波形基板21を積層して所定の
寸法に切断した後、これらの波形基板21を並列
状に配置するとともに、隣り合う波形基板21,
21同志相互に対向する傾斜状凹部22の底壁と
傾斜状凸部23の頂壁とを重ね合わせた状態に結
合されて形成されている。積層状態の波形基板2
1を切断するさい、寸法どおり正確に切断するこ
とはきわめて困難であるので、許容誤差範囲とし
て通常2〜4.5mmのいわゆる公差が認められてい
るが、このような公差により、波形基板21の前
後両端のいわゆる直角度がでず、でき上がつた傾
斜管ブロツク20の端面の垂直度が充分でないた
め、2つの傾斜管ブロツク20,20を直列状に
並べた場合、両者の接続部分に4〜9mm程度の間
隙25が生じた。このような間隙の存在により、
あるいはまた隣り合う傾斜管ブロツク20,20
をのせる支持架台(図示略)の高さの相違によつ
て、前側傾斜管ブロツク20後端の通水管路24
の開口端部のレベルl1(1点鎖線で示すように
間隙25が無いとした場合の延長端部のレベル)
が、後側傾斜管ブロツク20前端の対応通水管路
24の開口端部のレベルl2よりも低いレベルと
なることが多いが、懸濁固形物の沈降方向につい
て、このようにレベルl1とl2が互いに逆にな
つて差(−m)が生じることにより、両傾斜管ブ
ロツク20,20の接続部分に懸濁固形物Sが次
第に沈積して、ひどい場合には、ブロツク20の
通水管路24の内部が閉塞されてしまい、排水処
理効率が著しく低下するという問題があつた。Problems to be solved by the invention By the way, such a conventional inclined pipe block 2
0 is, for example, a large number of front upwardly inclined uneven portions 2
After stacking the corrugated substrates 21 having the corrugated substrates 2 and 23 and cutting them into predetermined dimensions, these corrugated substrates 21 are arranged in parallel, and the adjacent corrugated substrates 21,
21 are formed by joining the bottom wall of the inclined recess 22 and the top wall of the inclined protrusion 23, which face each other, in an overlapping state. Laminated corrugated substrate 2
When cutting 1, it is extremely difficult to cut accurately to the dimensions, so a so-called tolerance of 2 to 4.5 mm is usually allowed as an allowable error range. Since the so-called perpendicularity of both ends is not achieved and the end face of the completed inclined pipe block 20 does not have sufficient perpendicularity, when two inclined pipe blocks 20, 20 are arranged in series, there are A gap 25 of about 9 mm was created. Due to the existence of such gaps,
Or the adjacent inclined pipe blocks 20, 20
The water flow pipe 24 at the rear end of the front inclined pipe block 20 is
Level l1 of the opening end (level of the extended end when there is no gap 25 as shown by the dashed line)
However, the level l1 and l2 are often lower than the level l2 at the open end of the corresponding water flow pipe 24 at the front end of the rear inclined pipe block 20. As a result of the difference (-m) occurring in opposite directions, the suspended solids S will gradually accumulate at the connecting portion of both inclined pipe blocks 20, 20, and in severe cases, the water passage pipe 24 of block 20 will be damaged. There was a problem that the inside was blocked and the efficiency of wastewater treatment decreased significantly.
この考案の目的は、上記従来技術の問題を解決
し、傾斜管ブロツクの製造時において、積層状態
の波形基板を切断するさいの公差により、および
傾斜管ブロツクをのせる支持架台の高さの相違に
より、直列状に並べられた2つの傾斜管ブロツク
の接続部分に間隙が生じた場合であつても、該接
続部分に懸濁固形物が沈積し難く、傾斜管ブロツ
クの管路内が閉塞されるようなことが全くなく、
上方より管壁に沿つて落下してきた懸濁固形物が
つぎの傾斜管ブロツクの管路内にスムーズに落下
することができるとともに、下方より上昇する懸
濁液もその流れを乱されることなくつぎの傾斜管
ブロツクの管路内にスムーズに移行することがで
きて、排水処理効率が非常にすぐれている、傾斜
管沈降装置における傾斜管ブロツクを提供しよう
とするにある。 The purpose of this invention is to solve the above-mentioned problems of the prior art.Due to the tolerances when cutting the laminated corrugated substrate during the manufacturing of the inclined tube block, and the difference in the height of the support frame on which the inclined tube block is placed. Therefore, even if there is a gap between the connecting parts of two inclined pipe blocks arranged in series, suspended solids are difficult to settle in the connecting parts, and the inside of the pipe of the inclined pipe blocks is blocked. There is no such thing as
Suspended solids falling from above along the pipe wall can fall smoothly into the pipe of the next inclined pipe block, and the flow of suspended solids rising from below is not disturbed. It is an object of the present invention to provide an inclined pipe block in an inclined pipe sedimentation device, which can smoothly move into the pipe line of the next inclined pipe block and has extremely high wastewater treatment efficiency.
課題を解決するためも手段
この考案は、上記の目的を達成するために、所
定ピツチの多数の前方上向きの傾斜状凹凸部を有
しかつ並列状に配置された波形基板が、隣り合う
もの同志相互に対向する傾斜状凹部の底壁と傾斜
状凸部の頂壁とを重ね合わせた状態に結合されて
形成された前方上向きの多数の通水管路を有する
略直方体状の傾斜管ブロツクを備えており、直列
状に配置されて隣り合う2つの傾斜管ブロツクの
接続部において前側傾斜管ブロツク後端の通水管
路の開口端部が、後側傾斜管ブロツクの前端の対
応通水路の開口端部に連なるようになされている
傾斜管沈降装置において、各傾斜管ブロツクの後
端における通水管路の開口端部のレベルが、同ブ
ロツクの前端における対応通水管路の開口端部の
レベルよりも高いものとなされている、傾斜管沈
降装置における傾斜管ブロツクを要旨としてい
る。Means for Solving the Problems In order to achieve the above object, this invention has been developed in such a way that a corrugated substrate having a large number of front upwardly sloping uneven portions at a predetermined pitch and arranged in parallel is It is equipped with a substantially rectangular parallelepiped-shaped inclined pipe block having a large number of forward and upward water passages formed by joining the mutually opposing bottom walls of the inclined recesses and the top walls of the inclined convex parts in an overlapping state. At the connection point between two adjacent inclined pipe blocks arranged in series, the open end of the water passage at the rear end of the front inclined pipe block is the open end of the corresponding water passage at the front end of the rear inclined pipe block. In an inclined pipe sedimentation device that is connected to a section, the level of the open end of the water flow pipe at the rear end of each inclined pipe block is higher than the level of the open end of the corresponding water flow pipe at the front end of the same block. The gist of this paper is a tilted tube block in a tilted tube sedimentation device, which is of high quality.
なお、上記波形基板の素材としては、軽量で、
耐食性にすぐれかつ安価なものを使用するのが好
ましく、これには例えばポリエチレン、ポリプロ
ピレン、ポリ塩化ビニル、ポリスチロール等の合
成樹脂が使用される。中でも硬質ポリ塩化ビニル
を使用するのが好ましい。 The material for the above corrugated board is lightweight,
It is preferable to use materials that have excellent corrosion resistance and are inexpensive, such as synthetic resins such as polyethylene, polypropylene, polyvinyl chloride, and polystyrene. Among them, it is preferable to use hard polyvinyl chloride.
また波形基板は、例えば上記合成樹脂の真空・
圧空成形、あるいは平板のプレス成形により製造
すれば良い。 In addition, the corrugated substrate can be used, for example, in the vacuum and
It may be manufactured by air pressure molding or flat plate press molding.
また上記並列状の波形基板の相互に対向する傾
斜状凹部の底壁と傾斜状凸部の頂壁とを結合し、
あるいはまた波形基板と中間仕切板とを結合する
接着剤としては、溶剤型接着剤、ウレタン系およ
びゴム系接着剤等を使用し得る。 Further, the bottom walls of the inclined concave portions and the top walls of the inclined convex portions facing each other of the parallel corrugated substrates are combined,
Alternatively, as the adhesive for bonding the corrugated substrate and the intermediate partition plate, solvent-based adhesives, urethane-based adhesives, rubber-based adhesives, and the like may be used.
なお、波形基板がポリ塩化ビニルからなる場合
には、溶剤型接着剤を使用するのが望ましい。こ
こで、溶剤型接着剤としては、テトラヒドロフラ
ン(THF)単独、または、THFに対して、メチ
ルイソブチルケトン、トルエンおよびシクロヘキ
サノン等の他の溶剤を所定の割合で混合した混合
溶剤よりなるもの、あるいはまたこれらの単独も
しくは混合溶剤に、ポリ塩化ビニル、または塩化
ビニルと酢酸ビニル、エチレンもしくはプロピレ
ンとの共重合物等の樹脂成分を溶解してなるもの
を使用する。 Note that if the corrugated substrate is made of polyvinyl chloride, it is desirable to use a solvent-based adhesive. Here, the solvent-based adhesive is composed of tetrahydrofuran (THF) alone, or a mixed solvent consisting of THF mixed with other solvents such as methyl isobutyl ketone, toluene, and cyclohexanone in a predetermined ratio, or A resin component such as polyvinyl chloride or a copolymer of vinyl chloride, vinyl acetate, ethylene or propylene is dissolved in these solvents alone or in a mixture.
なお、波形基板の相互に対向する傾斜状凹部の
底壁と傾斜状凸部の頂壁とを結合するのは、上記
のような接着剤による接着だけでなく、その他、
熱融着あるいは機械的結合による場合もある。 Note that the mutually opposing bottom walls of the slanted recesses and the top walls of the slanted protrusions of the corrugated substrate are bonded together not only by the adhesive described above, but also by other methods.
In some cases, this may be done by heat fusion or mechanical bonding.
実施例
つぎに、この考案の実施例を図面に基づいて説
明する。Embodiment Next, an embodiment of this invention will be described based on the drawings.
この明細書において、前後、左右は第1図を基
準とし、前とは第1図右側、後とは同左側を
いゝ、また左とは同図図面紙葉の表側、右とは同
裏側をいうものとする。 In this specification, front, rear, right and left are based on Figure 1, where the front refers to the right side of Figure 1, the rear refers to the left side of the drawing, the left refers to the front side of the drawing paper, and the right refers to the back side of the same figure. shall mean.
第1図〜第4図は、この考案の第1実施例を示
すものである。 1 to 4 show a first embodiment of this invention.
同図において、傾斜管沈降装置に傾斜管ブロツ
ク10は略直方体状であつて、所定ピツチの多数
の前方上向きの傾斜状凹凸部2,3を有しかつ並
列状に配置された波形基板1が、隣り合うもの同
志相互に対向する傾斜状凹部2の底壁2aと傾斜
状凸部3の頂壁3aとを重ね合わせた状態に結合
されて形成された前方上向きの多数の通水管路4
を有するものである。ここで、波形基板1として
は、第1図と第2図に示すように、傾斜状凹凸部
2,3の配置が相互に対向して異なる2種類の波
形基板1a,1bが使用されている。 In the same figure, an inclined tube block 10 in an inclined tube sedimentation device has a substantially rectangular parallelepiped shape, has a large number of front upwardly inclined uneven portions 2 and 3 of a predetermined pitch, and has a corrugated substrate 1 arranged in parallel. , a large number of water flow pipes 4 facing forward and upward, formed by joining the bottom wall 2a of the slanted recess 2 and the top wall 3a of the slanted protrusion 3, which are adjacent to each other and face each other, in an overlapping state.
It has the following. Here, as the corrugated substrate 1, as shown in FIG. 1 and FIG. 2, two types of corrugated substrates 1a and 1b are used in which the arrangement of the inclined uneven portions 2 and 3 is different from each other, and the arrangement is opposite to each other. .
そしてこの考案においては、各傾斜管ブロツク
10の後端における通水管路4の開口端部のレベ
ルl1は、同ブロツク10の前端における対応通
水管路4の開口端部のレベルl2よりも高いもの
となされている。ここで、両者のレベルl1,l
2の差(m)は約10〜20mmとするのが、好まし
い。 In this invention, the level l1 of the open end of the water flow pipe 4 at the rear end of each inclined pipe block 10 is higher than the level l2 of the open end of the corresponding water flow pipe 4 at the front end of the same block 10. It is said that Here, both levels l1, l
It is preferable that the difference (m) between 2 and 2 is about 10 to 20 mm.
従つて、第3図に示すように、直列状に配置さ
れた隣り合う2つの傾斜管ブロツク10,10の
接続部においては、前側傾斜管ブロツク10後端
の通水管路4の開口端部のレベルl1が、常に後
側傾斜管ブロツク10前端の対応通水管路4の開
口端部のレベルl2よりも高くなるように連なつ
ている。このため、上方より管壁に沿つて落下し
てきた懸濁固形物は、つぎの傾斜管ブロツク10
の管路4内にスムーズに落下することができ、該
接続部分に懸濁固形物が沈積し難い。また下方よ
り上昇する懸濁液もその流れを乱されることな
く、つぎの傾斜管ブロツク10の管路4内にスム
ーズに移行することができて、傾斜管ブロツク1
0の管路4内が閉塞されるようなことが全くな
く、排水処理効率が非常にすぐれているものであ
る。 Therefore, as shown in FIG. 3, at the connection between two adjacent inclined pipe blocks 10, 10 arranged in series, the opening end of the water flow pipe 4 at the rear end of the front inclined pipe block 10 is The level l1 is always higher than the level l2 at the open end of the corresponding water passage 4 at the front end of the rear inclined pipe block 10. Therefore, the suspended solids that have fallen from above along the pipe wall are transferred to the next inclined pipe block 10.
can fall smoothly into the conduit 4, and suspended solids are unlikely to settle in the connecting portion. In addition, the suspension rising from below can smoothly move into the pipe line 4 of the next inclined pipe block 10 without its flow being disturbed.
There is no clogging of the inside of the water pipe 4, and the wastewater treatment efficiency is very high.
なお、傾斜管ブロツク10の左右両側には、一
対の側板5,6が接合されている。 A pair of side plates 5 and 6 are joined to both left and right sides of the inclined tube block 10.
波形基板1a,1b、および左右両側板5,6
の素材としては軽量で、耐食性にすぐれた硬質ポ
リ塩化ビニルを使用し、またこれらを相互に結合
する接着剤としては、テトラヒドロフラン
(THF)を主剤とする溶剤型接着剤を使用した。 Corrugated substrates 1a, 1b, and left and right side plates 5, 6
The material used was hard polyvinyl chloride, which is lightweight and has excellent corrosion resistance, and the adhesive used to bond them together was a solvent-based adhesive based on tetrahydrofuran (THF).
また波形基板1a,1bは、上記硬質ポリ塩化
ビニルを真空・圧空成形により製造したものであ
る。 The corrugated substrates 1a and 1b are manufactured from the above-mentioned hard polyvinyl chloride by vacuum/pressure forming.
なお、図示は省略したが、各波形基板1a,1
bの傾斜状凹部2の底壁2aと傾斜状凸部3の頂
壁3aのうちの一方に、位置決め用雌形嵌合部を
設け、同他方に、位置決め用雄形嵌合部を設けて
おき、相互に対向する傾斜状凹部2の底壁2aと
傾斜状凸部3の頂壁3aとの雌雄嵌合部を相互に
嵌め合わせて、隣り合う波形基板1a,1b同志
の位置決めを行なうようにしても良い。 Although not shown, each corrugated substrate 1a, 1
A female fitting part for positioning is provided on one of the bottom wall 2a of the inclined recess 2 and the top wall 3a of the inclined convex part 3 of b, and a male fitting part for positioning is provided on the other. Then, the male and female fitting portions of the bottom wall 2a of the inclined recess 2 and the top wall 3a of the inclined convex portion 3 facing each other are fitted together to position the adjacent corrugated substrates 1a and 1b. You can also do it.
上記傾斜管ブロツク10の大きさは、沈殿池等
の傾斜管沈降装置における取付け条件、設備の大
きさによつて決定されるものであるが、例えば傾
斜管ブロツク10は、幅430mm×長さ2000mm×高
さ600mm程度の大きさを有するものである。 The size of the inclined pipe block 10 is determined by the installation conditions and the size of the equipment in the inclined pipe sedimentation device such as a sedimentation tank. For example, the inclined pipe block 10 has a width of 430 mm and a length of 2000 mm. It has a size of approximately 600 mm in height.
また各波形基板1a,1bの傾斜状凹凸部2,
3の配置間隔、すなわち通水管路4ピツチは、排
水処理プロセスにおける沈降分離操作の条件、す
なわち排水中の懸濁固形物の濃度、および閉塞性
の有無等により決定されるものである。 In addition, the inclined uneven portions 2 of each corrugated substrate 1a, 1b,
3, that is, the pitch of the water passage pipes 4, is determined by the conditions of the sedimentation separation operation in the wastewater treatment process, that is, the concentration of suspended solids in the wastewater, and the presence or absence of clogging.
例えば懸濁固形物の濃度が高く、かつ閉塞性の
有るものは、ピツチ100mm、反対に懸濁固形物の
濃度が低く、かつ閉塞性の無いものは、ピツチ60
mmまたは30mm程度である。 For example, if the concentration of suspended solids is high and there is occlusion, the pitch is 100mm, whereas if the concentration of suspended solids is low and there is no occlusion, the pitch is 60mm.
mm or about 30mm.
第5図と第6図は、この考案の第2実施例を示
すものである。 5 and 6 show a second embodiment of this invention.
ここで、上記第1実施例の場合と異なる点は、
傾斜管ブロツク10を形成する波形基板1とし
て、1種類の金型を用いてつくられた前方上向き
の傾斜状凹凸部2,3を有する1種類の波形基板
1が、上下を反対にして(すなわち、垂直面内で
180°回転させて)使用されている点にある。 Here, the difference from the case of the first embodiment is as follows.
As the corrugated substrate 1 forming the inclined tube block 10, one type of corrugated substrate 1 having forward upwardly inclined uneven portions 2 and 3 made using one type of mold is turned upside down (i.e., in the vertical plane
(rotated 180°) at the point of use.
なお、1種類の波形基板1は、第5図に示すよ
うに、その右側下端部の寸法aが左側上端部の傾
斜状凸部3の寸法a′と等しく、かつ同右側上端部
の寸法cが左側下端部の寸法c′と等しいものとな
されている。 As shown in FIG. 5, one type of corrugated substrate 1 has a dimension a at the lower right end equal to a dimension a' of the inclined convex portion 3 at the upper left end, and a dimension c at the upper right end. is equal to the dimension c' of the lower left end.
この第2実施例のその他の点は上記第1実施例
の場合と同様であるので、図面において同一のも
には同一の符号を付した。 The other points of this second embodiment are the same as those of the first embodiment, so the same parts are given the same reference numerals in the drawings.
第7図は、この考案による傾斜管ブロツク10
の変形例を示すものである。 FIG. 7 shows an inclined pipe block 10 according to this invention.
This shows a modification of .
ここで、上記第1実施例の場合と異なる点は、
傾斜管ブロツク10が、前方上向きに傾斜した多
数の通水管路4を有する第1傾斜管群Aと、後方
上向きに傾斜した多数の通水管路4を有する第2
傾斜管群Bとが、中間仕切板7を介して交互にか
つ1つずつ一体に結合され、両傾斜管群A,Bが
側面よりみて略X状に立体交差した状態に配され
ているものである点にある。 Here, the difference from the case of the first embodiment is as follows.
The inclined pipe block 10 includes a first inclined pipe group A having a large number of water passage pipes 4 inclined upward at the front, and a second inclined pipe group A having a large number of water passage pipes 4 inclined upward at the rear.
Inclined tube groups B are alternately and integrally connected one by one through intermediate partition plates 7, and both inclined tube groups A and B are arranged in a three-dimensional intersecting state in a substantially X shape when viewed from the side. There is a certain point.
この変形例において、直列状に配置された隣り
合う2つの傾斜管ブロツク10,10の接続部に
おいて、第1傾斜管群Aと第2傾斜管群Bのそれ
ぞれについて、懸濁固形物の沈降方向の上位とな
る通水管路4の開口端部のレベルl1が、同下位
となる通水管路4の開口端部のレベルl2よりも
高くなるように連なつている点は、上記第1実施
例の場合と同様であり、このため、第1傾斜管群
Aと第2傾斜管群Bの両方において、懸濁固形物
による管路4内の閉塞が全くなく、排水処理効率
が非常にすぐれているという同様の効果を生じる
ものである。 In this modification, at the connecting portion of two adjacent inclined tube blocks 10, 10 arranged in series, the direction in which suspended solids settle is determined for each of the first inclined tube group A and the second inclined tube group B. The difference from the first embodiment is that the level l1 of the open end of the upper water pipe 4 is higher than the level l2 of the open end of the lower water pipe 4. Therefore, in both the first inclined pipe group A and the second inclined pipe group B, there is no blockage in the pipe line 4 due to suspended solids, and the wastewater treatment efficiency is extremely high. It produces the same effect of being present.
なお、この変形例によれば、ブロツク自体の機
械的強度が大幅に増大し、従つて運搬および据付
け時にブロツクが押し潰されたり、変形したりす
ることなく、作業性が非常にすぐれているという
利点がある。 According to this modification, the mechanical strength of the block itself is greatly increased, so the block is not crushed or deformed during transportation and installation, and workability is extremely high. There are advantages.
なお、上記実施例においては、傾斜管ブロツク
10の左右両側に側板5,6が接合されているた
め、傾斜管ブロツク10はさらに強度が大きいも
のとなされているが、これらの左右両側板5,6
のうち少なくとも一方の取付けを省略する場合も
ある。 In the above embodiment, since the side plates 5 and 6 are joined to both the left and right sides of the inclined pipe block 10, the strength of the inclined pipe block 10 is further increased. 6
At least one of these may be omitted in some cases.
また、上記実施例と変形例においては、波形基
板1,1a,1bの凹凸部2,3の断面形状は(Q)
形および(Q)形であり、通水管路4は横断面六角形
のとなされているが、これはその他四角形、八角
形の角形、円形、あるいは楕円等の長円形であつ
ても良い。 In addition, in the above embodiment and modification, the cross-sectional shape of the uneven portions 2 and 3 of the corrugated substrates 1, 1a, and 1b is (Q)
The water passage pipe 4 has a hexagonal cross section, but it may also be a square, an octagon, a circle, or an oval shape such as an ellipse.
考案の効果
この考案は、上述のように、所定ピツチの多数
の前方上向きの傾斜状凹凸部を有しかつ並列状に
配置された波形基板が、隣り合うもの同志相互に
対向する傾斜状凹部の底壁と傾斜状凸部の頂壁と
を重ね合わせた状態に結合されて形成された前方
上向きの多数の通水路管を有する略直方体状の傾
斜管ブロツクを備えており、直列状に配置されて
隣り合う2つの傾斜管ブロツクの接続部において
前側傾斜管ブロツク後端の通水管路の開口端部
が、後側傾斜管ブロツク前端の対応通水管路の開
口端部に連なるようになされている傾斜管沈降装
置において、各傾斜管ブロツクの後端における通
水管路の開口端部のレベルが、同ブロツクの前端
における対応通水管路の開口端部のレベルよりも
高いものとなされているから、傾斜管ブロツクの
製造時において、積層状態の波形基板を切断する
さいの公差により、および傾斜管ブロツクをのせ
る支持架台の高さの相違により、直列状に並べら
れた2つの傾斜管ブロツクの接続部分に間隙が生
じた場合であつても、該接続部分に懸濁固形物が
沈積し難く、傾斜管ブロツクの管路内が閉塞され
るようなことが全くなく、上方より管壁に沿つて
落下してきた懸濁固形物がつぎの傾斜管ブロツク
の管路内にスムーズに落下することができるとと
もに、下方より上昇する懸濁液もその流れを乱さ
れることなくつぎの傾斜管ブロツクの管路内にス
ムーズに移行することができ、従来問題となつて
いた傾斜管ブロツクの接続部分での管路の閉塞に
よる沈降面積の低下が解消され、排水処理効率が
非常にすぐれている、という効果を奏する。Effects of the Invention As described above, this invention has a corrugated substrate having a large number of front upwardly slanted concavities and convexities of a predetermined pitch and arranged in parallel. It is equipped with a substantially rectangular parallelepiped-shaped inclined pipe block having a large number of forward upwardly directed water passage pipes formed by joining the bottom wall and the top wall of the inclined convex part in a superimposed state, and arranged in series. At the connection point between two adjacent inclined pipe blocks, the open end of the water passage at the rear end of the front inclined pipe block is connected to the open end of the corresponding water passage at the front end of the rear inclined pipe block. In the inclined tube sedimentation device, the level of the open end of the water flow pipe at the rear end of each inclined pipe block is higher than the level of the open end of the corresponding water flow pipe at the front end of the same block. During the manufacture of inclined tube blocks, due to tolerances in cutting the laminated corrugated substrates and due to differences in the height of the support frames on which the inclined tube blocks are mounted, it is difficult to connect two inclined tube blocks arranged in series. Even if there is a gap in the connection part, suspended solids will not easily settle in the connection part, and the inside of the pipe of the inclined pipe block will not be blocked at all. The falling suspended solids can fall smoothly into the pipe of the next inclined pipe block, and the suspension rising from below can also flow into the pipe of the next inclined pipe block without disturbing its flow. The effect is that the wastewater can be transferred smoothly into the pipeline, eliminating the conventional problem of reduced sedimentation area due to blockage of the pipeline at the connecting part of the inclined pipe block, and resulting in extremely high wastewater treatment efficiency. play.
第1図〜第4図はこの考案の第1実施例を示す
もので、第1図と第2図は2種類の波形基板の拡
大正面図、第3図は2つの傾斜管ブロツクの接続
状態を示すもので、左側板を取り外した状態の正
面図、第4図は1つの傾斜管ブロツクの部分切欠
き斜視図である。第5図と第6図はこの考案の第
2実施例を示すもので、第5図は1種類の波形基
板の拡大正面図、第6図は2つの傾斜管ブロツク
の接続状態を示すもので、左側板を取り外した状
態の正面図である。第7図はこの考案の変形例を
示す傾斜管ブロツクの部分切欠き斜視図である。
第8図は従来の2つの傾斜管ブロツクの接続状態
を示すもので、左側板を取り外した状態の正面図
である。
1,1a,1b……波形基板、2……傾斜状凹
部、2a……底壁、3……傾斜状凸部、3a……
頂壁、4……通水管路、5,6……左右側板、1
0……傾斜管ブロツク。
Figures 1 to 4 show the first embodiment of this invention. Figures 1 and 2 are enlarged front views of two types of corrugated boards, and Figure 3 shows the connection state of two inclined pipe blocks. 4 is a front view with the left side plate removed, and FIG. 4 is a partially cutaway perspective view of one inclined pipe block. Figures 5 and 6 show a second embodiment of this invention, with Figure 5 being an enlarged front view of one type of corrugated board, and Figure 6 showing the connection state of two inclined pipe blocks. , is a front view with the left side plate removed. FIG. 7 is a partially cutaway perspective view of a tilted tube block showing a modification of this invention.
FIG. 8 shows a state in which two conventional inclined pipe blocks are connected, and is a front view with the left side plate removed. 1, 1a, 1b...corrugated substrate, 2...slanted recess, 2a...bottom wall, 3...slanted protrusion, 3a...
Top wall, 4... Water pipe, 5, 6... Left and right side plates, 1
0... Inclined pipe block.
Claims (1)
2,3を有しかつ並列状に配置された波形基板1
が、隣り合うもの同志相互に対向する傾斜状凹部
2の底壁2aと傾斜状凸部3の頂壁3aとを重ね
合わせた状態に結合されて形成された前方上向き
の多数の通水管路4を有する略直方体状の傾斜管
ブロツク10を備えており、直列状に配置されて
隣り合う2つの傾斜管ブロツク10,10の接続
部において前側傾斜管ブロツク10後端の通水管
路4の開口端部が、後側傾斜管ブロツク10前端
の対応通水管路4の開口端部に連なるようになさ
れている傾斜管沈降装置において、各傾斜管ブロ
ツク10の後端における通水管路4の開口端部の
レベルl1が、同ブロツク10の前端における対
応通水管路4の開口端部のレベルl2よりも高い
ものとなされている、傾斜管沈降装置における傾
斜管ブロツク。 A corrugated substrate 1 having a large number of front upwardly inclined uneven portions 2 and 3 of a predetermined pitch and arranged in parallel.
However, the bottom wall 2a of the inclined concave portion 2 and the top wall 3a of the inclined convex portion 3, which are adjacent to each other and face each other, are joined together in an overlapping state, and a large number of water flow pipes 4 are directed upward toward the front. The opening end of the water flow pipe 4 at the rear end of the front inclined pipe block 10 is provided with a substantially rectangular parallelepiped inclined pipe block 10 having In the inclined tube settling device, the opening end of the corresponding water passage pipe 4 at the rear end of each inclined pipe block 10 is connected to the open end of the corresponding water passage pipe 4 at the front end of the rear inclined pipe block 10. A sloped pipe block in a sloped pipe sedimentation device, wherein a level l1 of the block 10 is higher than a level l2 of the open end of the corresponding water flow pipe 4 at the front end of the block 10.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9119289U JPH0433921Y2 (en) | 1989-08-02 | 1989-08-02 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9119289U JPH0433921Y2 (en) | 1989-08-02 | 1989-08-02 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0332905U JPH0332905U (en) | 1991-03-29 |
JPH0433921Y2 true JPH0433921Y2 (en) | 1992-08-13 |
Family
ID=31640691
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9119289U Expired JPH0433921Y2 (en) | 1989-08-02 | 1989-08-02 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0433921Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2858942B1 (en) * | 2003-08-19 | 2006-03-03 | Otv Sa | LAMELLAR DECANTING MODULE AND BLOCK WITH VERTICAL PLATES |
WO2012042604A1 (en) * | 2010-09-29 | 2012-04-05 | 磯村豊水機工株式会社 | Inclined tube unit and method for producing same |
-
1989
- 1989-08-02 JP JP9119289U patent/JPH0433921Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPH0332905U (en) | 1991-03-29 |
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