JPS6365995A - Treating apparatus for waste water - Google Patents
Treating apparatus for waste waterInfo
- Publication number
- JPS6365995A JPS6365995A JP61208645A JP20864586A JPS6365995A JP S6365995 A JPS6365995 A JP S6365995A JP 61208645 A JP61208645 A JP 61208645A JP 20864586 A JP20864586 A JP 20864586A JP S6365995 A JPS6365995 A JP S6365995A
- Authority
- JP
- Japan
- Prior art keywords
- filter
- gray water
- treatment
- water
- 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.)
- Granted
Links
- 239000002351 wastewater Substances 0.000 title abstract description 12
- 239000010797 grey water Substances 0.000 claims description 60
- 238000000746 purification Methods 0.000 claims description 16
- 239000004575 stone Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 20
- 239000002689 soil Substances 0.000 abstract description 12
- 241000894006 Bacteria Species 0.000 abstract description 5
- 238000000354 decomposition reaction Methods 0.000 abstract description 4
- 238000003912 environmental pollution Methods 0.000 abstract 1
- 238000004062 sedimentation Methods 0.000 description 7
- 239000010802 sludge Substances 0.000 description 7
- 239000000428 dust Substances 0.000 description 5
- 239000010813 municipal solid waste Substances 0.000 description 5
- 239000010815 organic waste Substances 0.000 description 5
- RZZPDXZPRHQOCG-OJAKKHQRSA-O CDP-choline(1+) Chemical compound O[C@@H]1[C@H](O)[C@@H](COP(O)(=O)OP(O)(=O)OCC[N+](C)(C)C)O[C@H]1N1C(=O)N=C(N)C=C1 RZZPDXZPRHQOCG-OJAKKHQRSA-O 0.000 description 4
- 238000009825 accumulation Methods 0.000 description 4
- 235000019645 odor Nutrition 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000002244 precipitate Substances 0.000 description 3
- 239000013049 sediment Substances 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 238000004065 wastewater treatment Methods 0.000 description 2
- 235000013162 Cocos nucifera Nutrition 0.000 description 1
- 244000060011 Cocos nucifera Species 0.000 description 1
- 241001148470 aerobic bacillus Species 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000010806 kitchen waste Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000003921 oil Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Filtration Of Liquid (AREA)
- Biological Treatment Of Waste Water (AREA)
- Treatment Of Biological Wastes In General (AREA)
Abstract
Description
【発明の詳細な説明】
産業上の利用分野
本発明は、家庭からでる雑排水、例えば厨房排水、風呂
排温または洗濯排水等の処理に使用される雑排水処理装
置に関し、上方に雑排水流入口を設けた処理槽の内部に
、一端を雑排水流入1」に挿着して水ト方向に配置され
た別状パイプでなる第1のフィルタと、第1のフィルタ
の下方に間隔をおいて配置された第2のフィルタと、こ
の第2のフィルタの下の処理槽底面上に配置された浄化
層とを内蔵させ、処理槽底面に連続して、流出口を設け
ることにより、雑排水を滞留させることなく排出させる
と共に、腐敗原因となる有機質ゴミ、油成分等を、第1
のフィルタ及び第2のフィルタによって確実に捕捉して
腐敗を防ぎ、更に通気性を高めてバクテリアによる浄化
作用を促進させるようにしたものである。DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a gray water treatment device used to treat gray water discharged from a household, such as kitchen waste water, bath waste water or laundry waste water. Inside the treatment tank provided with an inlet, there is a first filter consisting of a separate pipe arranged in the water direction with one end inserted into the gray water inflow 1, and a space provided below the first filter. A built-in second filter and a septic layer placed on the bottom of the treatment tank below the second filter are built in, and an outlet is provided continuously on the bottom of the treatment tank to remove gray water. In addition to discharging organic waste and oil components that cause decomposition, the first
This filter and the second filter reliably capture the bacteria to prevent spoilage, and further improve air permeability to promote purification by bacteria.
従来の技術
家庭の雑排水を敷地内で処理する排水処理としては、蒸
発拡散装置等の土壌処理装置が良く知られているが、土
壌処理装置に入る前の段階で、雑排水に含まれる各種の
浮遊物を除去する必要がある。また、雑排水に含まれる
各種の浮遊物を除去した後、土壌処理装置を通さずにそ
のまま放流することもある。このような雑排水処理装置
としては、第2図及び第3図に示すような構造のものが
知られている。第2図では、土壌処理装置lの前段に、
沈゛澱槽2を設け、雑排水源たる家庭から沈′$槽2に
雑排水を流入させ、雑排水に含まれる有機質ゴミ、油成
分等を沈澱槽2内に沈澱させ、その[−澄みをL壌処理
装置1を通して、または土壌処理装置を通さずにそのま
ま流すようになっている。Conventional technology Soil treatment equipment such as evaporation diffusion equipment is well known as a wastewater treatment method that treats domestic gray water on the premises. It is necessary to remove floating substances. Furthermore, after removing various floating substances contained in gray water, the wastewater may be discharged as is without passing through a soil treatment device. As such a gray water treatment apparatus, one having a structure as shown in FIGS. 2 and 3 is known. In Figure 2, in the front stage of soil treatment equipment l,
A sedimentation tank 2 is provided, and gray water is allowed to flow into the sedimentation tank 2 from the home, which is the gray water source, and organic waste, oil components, etc. contained in the gray water are settled in the sedimentation tank 2, and the [-clear] It is designed to directly flow through the L soil treatment device 1 or without passing through the soil treatment device.
第3図の従来例では、沈澱槽2の内部に網体でなるフィ
ルタ3を配置し、雑排水をフィルタ3を通して沈澱槽2
に注ぐようにすると共に、沈澱槽2内に注ぎ込まれた雑
排水を、隔板40オーバフローによって流出11に向け
て送るようになっている。フィルタ3は沈澱槽2の雑排
水中に水没して配置される。網体でなるフィルタ3の代
りに、かご状のフィルタを用いることもある。In the conventional example shown in FIG.
At the same time, gray water poured into the settling tank 2 is sent toward the outflow 11 by overflowing the partition plate 40. The filter 3 is placed submerged in the gray water of the settling tank 2. A cage-shaped filter may be used instead of the mesh filter 3.
発明が解決しようとする問題点
−L述したように、従来の1排水処理は、沈澱槽2を設
け、雑排水に含まれる有機質ゴミ、油成分等を沈澱槽2
内に沈澱させ、その1−澄みを放流するようになってい
たため、次のような問題点があった。Problems to be Solved by the Invention - L As mentioned above, in the conventional wastewater treatment, a sedimentation tank 2 is provided, and organic waste, oil components, etc. contained in gray water are removed from the sedimentation tank 2.
The system was designed to precipitate water inside the tank and then discharge the clear water into the water, which caused the following problems.
(イ)家庭から排水された直後の雑排水は、氷とゴミと
の混合物で腐敗していない。ところが、従来は、この雑
排水を沈澱槽2に流入させて一時滞留させていたため、
沈澱4(llZ内で腐敗を起してしまう、腐敗は悪臭の
発生源となるばかりでなく、−に壌処理装置の処理能力
低下等を招く。(b) Gray water that has just been drained from a household is a mixture of ice and garbage and is not putrid. However, in the past, this miscellaneous wastewater was allowed to flow into the sedimentation tank 2 and temporarily stagnate.
Sediment 4 (Rotation occurs within the soil. Rotation not only causes a bad odor, but also causes a decrease in the processing capacity of the soil treatment equipment.
(ロ)沈澱槽2の底部にヘドロ化した沈澱物(イ)が堆
積するため、それを除去する作業が必要である。しかし
、沈澱物(イ)の除去作業が困難であるばかりでなく、
除去した後の沈澱物(イ)をどう処理するか等困難な問
題を生じる。(b) Since the precipitate (a) that has turned into sludge accumulates at the bottom of the settling tank 2, it is necessary to remove it. However, not only is it difficult to remove the precipitate (a), but
Difficult problems arise, such as how to dispose of the removed precipitate (a).
(ハ)この種のfijX水処理装置の管理は、主として
家庭のL婦が行なうことになるため、沈澱物(イ)の処
理作業を、身体、衣服を汚すことなく、簡単にできるこ
とが極めて重要なポイントである。しかし、従来の沈澱
方式では、この霊望に応えることができない。この結果
、フィルタ交換や沈澱物除去作業がなおざりにされ、沈
V槽2での腐敗、沈殿物(イ)の堆積が進み、前処理能
力の低下、延いては■−壌処理装置lの処理能力が低下
してしまう笠の重大な問題を生じる。(c) Since this type of fij This is a great point. However, conventional precipitation methods cannot meet this desire. As a result, filter replacement and sediment removal work were neglected, and decay and sediment (a) accumulation in sedimentation tank 2 progressed, leading to a decline in pretreatment capacity and, eventually, ■ - treatment of soil treatment equipment l. This creates a serious problem with the cap, which reduces its ability.
問題点を解決するための手段
上述する従来の問題点を解決するため、本発明に係る雑
排水処理装置は、l一方に雑排水流入口を設けた処理槽
の内部に、−・端を前記雑排水流入口に挿着して木モ方
向に配置した。網状パイプでなる第1のフィルタと、前
記第1のフィルタの下方に間隔をおいて配置した第2の
フィルタと、この第2のフィルタの下の処理槽底面上に
配置した浄化層とを備え、前記底面に連続して流出口を
設けたこと4.ν徴とする。Means for Solving the Problems In order to solve the above-mentioned conventional problems, the gray water treatment device according to the present invention has a gray water inlet on one side and a gray water inlet inside the treatment tank. It was inserted into the gray water inlet and placed in the direction of the tree. A first filter made of a mesh pipe, a second filter disposed below the first filter at an interval, and a purification layer disposed on the bottom surface of the processing tank below the second filter. 4. An outlet is provided continuously on the bottom surface. Let it be the ν sign.
作用
家庭から出た雑排水は、処理槽の上方に設けた流入「1
から第1のフィルタに流入し、第1のフィルタを水モ方
向に流れつつ、#l[lから下方に流下する。その過程
で、雑排水に含まれる比較的粗いゴミが第1のフィルタ
によって捕捉される。第1のフィルタは網状パイプでな
るので、その全周及び全長に亘って水分の流下及びゴミ
捕捉が行なわれ、雑排水の滞りが起きない。また、第1
のフィルタの下には間隔をあけて第2のフィルタを配置
しであるので1通気性及び水切れが良好であり。The miscellaneous wastewater discharged from households is collected in the inlet “1” installed above the treatment tank.
The water flows into the first filter from #1 and flows downward from #l[l while flowing in the direction of the water flow through the first filter. In the process, relatively coarse debris contained in the gray water is captured by the first filter. Since the first filter is made of a mesh pipe, moisture flows down and dirt is captured over the entire circumference and length of the filter, and gray water does not stagnate. Also, the first
Since the second filter is placed below the second filter with an interval, it has good ventilation and water drainage.
第1のフィルタにおいて様気性バクテリアによる腐敗、
ぬる等の発生が抑えられる。この第1のフィルタはゴミ
の伺11情況を見て取外し、付着したゴミは生ゴミとし
て焼却処分し、洗炸後に11使用し、または新品と交換
できる。spoilage due to pneumobacteria in the first filter;
The occurrence of wetness etc. is suppressed. This first filter can be removed after checking the presence of garbage, and the attached garbage can be incinerated as raw garbage, used after cleaning, or replaced with a new one.
第1のフィルタから流下した雑排水は、その下方に間隔
をおいて配置した第2のフィルタに入る。この第2のフ
ィルタでは油成分や微小ゴミ等を捕捉する。第2のフィ
ルタも着脱自在に配置し、油成分や微小ゴミの吸着情況
を見て取外し、焼却処分し、洗浄再使用または新品との
交換を行なうことができるようにする。この後、雑排水
は浄化層においてバクテリヤの働きにより処理され、流
出[1から後続の土壌処理装置へと排出される。流出「
」は浄化層のある底面に連続させであるから、雑排水が
浄化層の下等に滞ることなく、スムーズに排出される。Gray water flowing down from the first filter enters a second filter spaced below it. This second filter captures oil components, minute dust, and the like. The second filter is also removably arranged so that it can be removed after checking the adsorption status of oil components and minute dust, incinerated, and washed and reused or replaced with a new one. Thereafter, the gray water is treated by the action of bacteria in the purification layer and is discharged from the outflow [1] to the subsequent soil treatment equipment. Leaked “
” is continuous with the bottom surface where the purification layer is located, so gray water is discharged smoothly without stagnation under the purification layer.
このため、檄気性バクテリアによる腐敗、ぬる等の発生
が抑えられる。For this reason, the occurrence of rotting, sliminess, etc. due to aerobic bacteria is suppressed.
結局、本発明における雑排水処理装置では、雑排水流入
口から流出口までに至る経路で、雑排水の滞留する箇所
がない、しかも、家庭から出た直後の、未だ腐敗してい
ない雑排水を、水と有機質ゴミ及び油成分竿とに3零で
きる。従って、雑υ[水腐敗の進行、ヘドロの堆積、ぬ
るの発生を抑制し、腐敗による悪臭の発生をなくし、周
囲環境汚染を防11;すると共に、堆積ヘドロの除去及
び廃棄処理作業が殆ど不要で、取扱いの容易な雑排水処
理装置が得られる。As a result, the gray water treatment device of the present invention has no place for gray water to accumulate in the route from the gray water inlet to the outlet, and moreover, it uses gray water that has just left the home and is not yet rotten. , three spills can be made into water, organic waste, and oil components. Therefore, it suppresses the progress of water rot, the accumulation of sludge, and the generation of slime, eliminates the occurrence of bad odors due to rot, and prevents pollution of the surrounding environment11;, and the removal and disposal of accumulated sludge is almost unnecessary. Thus, a gray water treatment device that is easy to handle can be obtained.
実施例
第1図は本発明に係る雑排水処理装置の断面図である0
図において、5は少尉、6は処理槽である。少尉5及び
処理槽6は金属やプラスチック等の適当な材料を用いて
一体に形成されている。少尉5は一ヒ部に家庭からの雑
排水を泡入れる流入[■51を開口させである。Embodiment FIG. 1 is a sectional view of a gray water treatment apparatus according to the present invention.
In the figure, 5 is a second lieutenant, and 6 is a processing tank. The second lieutenant 5 and the processing tank 6 are integrally formed using a suitable material such as metal or plastic. 2nd Lieutenant 5 opens the inflow [■51] to bubble gray water from the home into one part.
処理槽6は上部に少尉5の底面52に連続する雑排水流
入口61を、また下方には流出[162をそれぞれ開口
させてあり、その内部には第1のフィルタ7、第2のフ
ィルタ8及び浄化層9を内蔵させである。The treatment tank 6 has a gray water inlet 61 connected to the bottom surface 52 of the second lieutenant 5 at the top, and an outflow [162] at the bottom. and a purification layer 9 is built-in.
第1のフィルタ7は網状パイプでなり、その一端部を少
尉5に形成された流入[;61に着脱自在に装着し、か
つ、処理槽6の内部を横切るように、傾斜をつけて、ま
たは傾斜を付けずに、水モ方向に配置しである。この第
1のフィルタ7はその全長にj−(って全周に、網「1
を設けた構造のものが1伎適である。71は第1のフィ
ルタ7の先端部を閉塞するギャップである。この第1の
フィルタ7は先端部を開口させると共に、に方に向かっ
て曲げたエルボ状とし、雑排水量が多いときに先端部か
らオーバフローさせる構成としてもよい、更に、内部に
ヤシの実lamによるフィルタマットを挿入配置したも
の等も使用できる。The first filter 7 is made of a mesh pipe, and one end thereof is detachably attached to the inlet [; 61 formed in the ensign 5, and is inclined or It is placed in the direction of the water without any slope. This first filter 7 has a net "1" on its entire length j-(
A structure with a structure is suitable. 71 is a gap that closes the tip of the first filter 7. The first filter 7 may have an open tip and an elbow shape bent toward the side, so that it overflows from the tip when the amount of gray water is large. A filter mat with a filter mat inserted therein can also be used.
第2のフィルタ8は第1のフィルタ7の下方に間隔をお
いて配置しである。この第2のフィルタ8は第1のフィ
ルタ7で捕捉できない微小ゴミ及び油成分等を吸着させ
るためのもので、例えばヤシの実等の繊維質によって適
当な厚さのマット状とし1着脱自在に配置する。The second filter 8 is arranged below the first filter 7 at a distance. This second filter 8 is for adsorbing minute dust, oil components, etc. that cannot be captured by the first filter 7, and is made of fibers such as coconut, in the form of a mat of an appropriate thickness, and is removable. Deploy.
浄化層9は第2のフィルタ8の下方に位置し、処理槽6
の底面62上に配置しである。この浄化層9は浄化石を
敷き詰めたものによって構成し、通気性を確保しである
。浄化層9のおかれた処理槽6の底面63は流出[16
2に連続させである。The purification layer 9 is located below the second filter 8 and the treatment tank 6
It is arranged on the bottom surface 62 of. This purification layer 9 is constructed by paving purification stones to ensure air permeability. The bottom surface 63 of the treatment tank 6 in which the septic layer 9 is placed is drained [16
This is a continuation of 2.
流出し162は底面63よりあまり高い位置にならない
ように配置する。なお、第1図の参照符2)lOは少尉
5の内部に着脱自在に配置した荒目ゴミ除去用の手カゴ
である。The outflow 162 is arranged so as not to be much higher than the bottom surface 63. In addition, reference numeral 2) 1O in FIG. 1 is a hand basket for removing coarse dirt that is detachably placed inside the second lieutenant 5.
北記実施例において、家庭から出た雑排水は、流入ト1
51から少尉5の内部に流入する。少尉5には底面52
に連続して、処理槽6側の流入口61を開口させである
から、少尉5に流入した雑排水は、その内部に・滞留す
ることなく、流入口61から処理4P!6に入る。流入
口61には木モ方向に配置された第1のフィルタ7が挿
着されているから、雑排水は流入[]61から第1のフ
ィルタ7に入り、第1のフィルタ7の内部を水上方向に
流れつつ、網[1から下方に流下する。その過程で、雑
排水に含まれる比較的粗いゴミが第1のフィルタ7によ
って捕捉される。第1のフィルタ7は別状パイプとなっ
ているから、その全周及び全長に1って水分の流ド及び
ゴミ捕捉が行なわれる。このため、処理能力が高く、雑
排水の流入j1Yが多い場合でも、雑11[水の滞りが
起きない。第1のフィルタ7は着脱自在に装着されてい
るので、ゴミの付着情況を見て、自由に取外すことがで
き、付着したゴミは生ゴミとして処分し、洗浄後の再使
用または新品との交換作業を簡単に行なうことができる
。In the example described above, the gray water discharged from the home flows into the inflow tank 1.
51 and flows into Ensign 5. Ensign 5 has bottom 52
Since the inlet 61 on the treatment tank 6 side is opened continuously, the miscellaneous wastewater that has flowed into the second lieutenant 5 does not stagnate inside the tank and is transferred from the inlet 61 to the treatment 4P! Enter 6. Since the first filter 7 arranged in the direction of the tree is inserted into the inlet 61, the gray water enters the first filter 7 from the inflow [ ] 61 and passes through the inside of the first filter 7 above the water. While flowing in the direction, it flows downward from the net [1]. In the process, relatively coarse dirt contained in the gray water is captured by the first filter 7. Since the first filter 7 is a separate pipe, the entire circumference and length of the first filter 7 is used to drain water and trap dust. Therefore, even if the treatment capacity is high and there is a large amount of gray water flowing in, no stagnation of water will occur. The first filter 7 is removably attached, so it can be removed at will depending on how much dirt is attached, and the attached dirt can be disposed of as raw garbage and reused after cleaning or replaced with a new one. Work can be done easily.
第1のフィルタ7から流下する雑排水には粗ゴミが含ま
れておらず、油成分や微小ゴミを含む木である。これら
の油成分や微小ゴミは第1のフィルタ7の下方に配置さ
れた第2のフィルタ8に吸着して除去される。この後、
雑排水は、第2のフィルタ8の下方に設けた浄化層9に
おいてバクテリヤの働きにより処理され、処理槽6の流
出口62から後わrの土壌処理装置へと排出される。土
壌処理装置がない場合はそのまま放流される。処理4P
!6の流出口62は浄化層9のある底面63から連続さ
せであるから、3I排水が浄化層9の)′等に滞ること
なく、スムーズに排出される。The gray water flowing down from the first filter 7 does not contain coarse waste, but contains oil components and fine waste. These oil components and minute dust are adsorbed to the second filter 8 disposed below the first filter 7 and removed. After this,
The gray water is treated by the action of bacteria in the purification layer 9 provided below the second filter 8, and is discharged from the outlet 62 of the treatment tank 6 to the soil treatment device in the rear. If there is no soil treatment equipment, the water will be discharged as is. Processing 4P
! Since the outlet 62 of No. 6 is continuous from the bottom surface 63 where the purification layer 9 is located, the 3I wastewater is smoothly discharged without being stagnated in )' of the purification layer 9.
上述のように、この実施例に係る雑排水処理装置では、
少尉5の雑排水流入[]51から処理槽6の流出「16
2までの経路で、雑排水の滞留する箇所がなく、家庭か
ら出た直後の、未だ腐敗していない雑排水を、第1のフ
ィルタ7及び第2のフィルタ8によって、水と41機質
ゴミ及び油成分等とに分路できる。従って、、i排水腐
敗の進行、ヘドロの堆積を招くことがなく、腐敗による
悪臭の発生をなくシ1周囲環境汚染を防止すると共に、
堆積ヘドロの除去及び廃棄処理作業が殆ど不要で、取扱
いの容易な雑排水処理装置が得られる。As mentioned above, in the gray water treatment equipment according to this embodiment,
Outflow of treatment tank 6 from Ensign 5's gray water inflow [] 51 [16]
2, there is no place for gray water to stagnate, and gray water that has just left the home and is not yet putrefied is filtered through the first filter 7 and the second filter 8 to remove water and 41 organic waste. and oil components, etc. Therefore, it does not cause the progression of wastewater decay or the accumulation of sludge, eliminates the occurrence of bad odors due to decay, and prevents pollution of the surrounding environment.
It is possible to obtain a gray water treatment device that is easy to handle and requires almost no removal or disposal of accumulated sludge.
発明の効果
以上述べたように1本発明に係る雑排水処理装置は、F
方に雑排水流入日を設けた処理槽の内部に、一端を前記
雑排水流入口に挿着して水モ方向に配置した網状パイプ
でなる第1のフィルタと、前記第1のフィルタの下方に
間隔をおいて配置した第2のフィルタと、この第2のフ
ィルタの下の処理槽底面上に配置した浄化層とを備え、
前記底面に連続して流出11を、没けたこと特徴とする
から、雑排水流入目から流出口に至る経路に、雑排水の
滞留する箇所がなく、しかも、第1のフィルタ及び第2
のフィルタにより、家庭から出た直後の、未だ、腐敗し
ていない雑排水を、水と石R質ゴミ及び油成分等とに分
離できる。従って、腐敗の進行、ヘドロの堆積及びぬる
の発生抑制して、腐敗による悪臭の発生を抑え、周囲環
境汚染を防1卜すると共に、堆積ヘドロの除去及び廃棄
処理作業が殆ど不要で、取扱いの容易な雑排水処理装置
が得られる。Effects of the Invention As mentioned above, the gray water treatment device according to the present invention has F.
A first filter consisting of a mesh pipe arranged in the water direction with one end inserted into the gray water inlet and placed in the water tank inside the treatment tank having gray water inflow on the side, and a lower part of the first filter. a second filter disposed at intervals, and a purification layer disposed on the bottom surface of the processing tank below the second filter,
Since the outflow 11 is continuous with the bottom surface and is submerged, there is no place where gray water accumulates in the path from the gray water inlet to the outlet, and moreover, the first filter and the second filter
With this filter, undecomposed gray water that has just come out of the home can be separated into water, stone waste, oil components, etc. Therefore, it suppresses the progress of decomposition, the accumulation of sludge, and the generation of slime, suppresses the occurrence of bad odors due to decomposition, prevents pollution of the surrounding environment, and eliminates the need for removing and disposing of accumulated sludge, making it easier to handle. A simple gray water treatment device can be obtained.
第1図は本発明に係る雑排水処理装置の部分断面図、第
2図は従来の雑排水処理装置の構成を概略的に示す図、
第3図は別の従来例を示す図である。
6・・・処理槽 7・・・第1のフィルタ8・・・
第2のフィルタ 9自・・節化層61・・・雑排水流入
目
62・・・雑排水流出口
特 許 出 願 人 株式会社たつみ産業[−)
代理人 弁理士 阿 部 美 次 部i ;
第1図
り5 ソ bと第2図
第31゛:コFIG. 1 is a partial sectional view of a gray water treatment device according to the present invention, and FIG. 2 is a diagram schematically showing the configuration of a conventional gray water treatment device.
FIG. 3 is a diagram showing another conventional example. 6... Processing tank 7... First filter 8...
Second filter 9 Self-control layer 61 Gray water inlet 62 Gray water outlet Patent Applicant Tatsumi Sangyo Co., Ltd. [-) Agent Patent attorney Abe Mi;
Figure 1 5 So b and Figure 2 31 ゛: Ko
Claims (4)
端を前記雑排水流入口に挿着して水平方向に配置した網
状パイプでなる第1のフィルタと、前記第1のフィルタ
の下方に間隔をおいて配置した第2のフィルタと、この
第2のフィルタの下の処理槽底面上に配置した浄化層と
を備え、前記底面に連続して流出口を設けたこと特徴と
する雑排水処理装置。(1) A first filter made of a reticular pipe arranged horizontally with one end inserted into the gray water inlet in a treatment tank provided with a gray water inlet above; and the first filter. It is characterized by comprising a second filter disposed at an interval below the second filter, and a purification layer disposed on the bottom surface of the processing tank below the second filter, and an outflow port is provided continuously on the bottom surface. gray water treatment equipment.
ていることを特徴とする特許請求の範囲第1項に記載の
雑排水処理装置。(2) The gray water treatment device according to claim 1, wherein the first filter has a net shape over the entire circumference.
トでなることを特徴とする特許請求の範囲第1項または
第2項に記載の雑排水処理装置。(3) The gray water treatment apparatus according to claim 1 or 2, wherein the second filter is a removable filter mat.
浄化石で形成したことを特徴とする特許請求の範囲第1
項、第2項または第3項に記載の雑排水処理装置。(4) The purification layer is formed of purification stones spread on the bottom surface of the treatment tank.
The gray water treatment device according to item 1, 2 or 3.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61208645A JPH0720586B2 (en) | 1986-09-04 | 1986-09-04 | Miscellaneous wastewater treatment equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61208645A JPH0720586B2 (en) | 1986-09-04 | 1986-09-04 | Miscellaneous wastewater treatment equipment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6365995A true JPS6365995A (en) | 1988-03-24 |
JPH0720586B2 JPH0720586B2 (en) | 1995-03-08 |
Family
ID=16559673
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP61208645A Expired - Lifetime JPH0720586B2 (en) | 1986-09-04 | 1986-09-04 | Miscellaneous wastewater treatment equipment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0720586B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102311174A (en) * | 2010-07-08 | 2012-01-11 | 郑健华 | Building scheme and method of adding ecological objects and purifying city pollution |
CN103755031A (en) * | 2014-01-03 | 2014-04-30 | 东南大学 | Thin plant packed bed and hydroponic plant bed superimposed wetland processing sewage system |
-
1986
- 1986-09-04 JP JP61208645A patent/JPH0720586B2/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102311174A (en) * | 2010-07-08 | 2012-01-11 | 郑健华 | Building scheme and method of adding ecological objects and purifying city pollution |
CN103755031A (en) * | 2014-01-03 | 2014-04-30 | 东南大学 | Thin plant packed bed and hydroponic plant bed superimposed wetland processing sewage system |
CN103755031B (en) * | 2014-01-03 | 2015-01-07 | 东南大学 | Thin-layer plant packing bed and hydroponic plant bed superposition type wetland sewage treatment system |
Also Published As
Publication number | Publication date |
---|---|
JPH0720586B2 (en) | 1995-03-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US9205352B2 (en) | Apparatus for treating waste water | |
KR101656493B1 (en) | Sewage disposal machine | |
US5587067A (en) | Wastewater treatment apparatus | |
KR101736743B1 (en) | Automatic backwashing system for non-point pollution abatement facilities with automatic backwash and stagnation water treatment | |
KR101538439B1 (en) | Non-point pollutant purification equipment for bridges | |
JP3843359B2 (en) | Aeration type underwater screen system | |
JPS6365995A (en) | Treating apparatus for waste water | |
KR100730591B1 (en) | Kitchen Sewage Filter | |
KR200420647Y1 (en) | Kitchen Sewage Filter | |
KR200225625Y1 (en) | Filtration apparatus for dirty water | |
KR100948036B1 (en) | Circulation Manure Wastewater Treatment System | |
JPS6084114A (en) | Waste oil separating and purifying apparatus | |
JP2002058918A (en) | Waste water treating equipment | |
KR101749521B1 (en) | Sewage disposal method | |
KR0155031B1 (en) | Soil and Soil Collector | |
Gantz et al. | Equalization and primary treatment | |
JP3271480B2 (en) | Wastewater treatment equipment | |
JPS5833770Y2 (en) | Gray water treatment equipment | |
JPS5833771Y2 (en) | Gray water treatment equipment | |
KR0178319B1 (en) | Combined process type purification device using non-diluted heated compost fermenter | |
JP2003080299A (en) | Sludge treatment method | |
KR970006129B1 (en) | Waste-water treatment apparatus | |
KR200236069Y1 (en) | The device of high efficiency which removes oil | |
RU2095315C1 (en) | Floating water-intake installation | |
KR100227995B1 (en) | Automatic purifier for biologically decompositing sewage and wastewater |