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JPS5930159B2 - water treatment equipment - Google Patents
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JPS5930159B2 - water treatment equipment - Google Patents

water treatment equipment

Info

Publication number
JPS5930159B2
JPS5930159B2 JP56064946A JP6494681A JPS5930159B2 JP S5930159 B2 JPS5930159 B2 JP S5930159B2 JP 56064946 A JP56064946 A JP 56064946A JP 6494681 A JP6494681 A JP 6494681A JP S5930159 B2 JPS5930159 B2 JP S5930159B2
Authority
JP
Japan
Prior art keywords
water tank
ground
hard
water treatment
buried
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
Application number
JP56064946A
Other languages
Japanese (ja)
Other versions
JPS57180490A (en
Inventor
忠生 藤本
忠昭 河杉
威俊 間「ところ」
善久 鳴上
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP56064946A priority Critical patent/JPS5930159B2/en
Publication of JPS57180490A publication Critical patent/JPS57180490A/en
Publication of JPS5930159B2 publication Critical patent/JPS5930159B2/en
Expired legal-status Critical Current

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Description

【発明の詳細な説明】 本発明は、地中深く埋設した竪形水槽の上端側を地上構
造物に連結した水処理装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a water treatment device in which the upper end side of a vertical water tank buried deep underground is connected to an above-ground structure.

上記水槽は、一般に、砂や粘土等、或いは、それらが混
在した軟質地盤からその下部の軟岩や砂礫等、或いは、
それらが混在した硬質地盤にわたらせて地中深く埋設し
ているが、地震等の地殻変動に際し、硬質地盤に比し軟
質地盤の変動量が大きく、また、地上構造物と地下水槽
との間に相対変位が発生する。
The above-mentioned water tank is generally made of sand, clay, etc., or soft ground with a mixture of these, soft rock, gravel, etc. below it, or
These are buried deep underground over a mixture of hard ground, but when crustal movements such as earthquakes occur, the amount of movement in soft ground is greater than in hard ground. Relative displacement occurs.

その結果、従来のように水槽を鋼管やコンクリート構造
体で形成すると、地震等に伴って水槽に、軟質地盤と硬
質地盤の境界付近及び地上構造物との連結箇所付近にお
いて強大な剪断応力が発生し、水槽が破壊される危険性
があり、このような水槽の破壊、あるいは、ひび割れ等
が生じれば、汚水の漏れ出しによる地下水汚染を招く虞
れがあり、多大な被害を招く危険性がある。
As a result, if a water tank is constructed from steel pipes or concrete structures as in the past, large shear stresses will occur in the water tank during earthquakes, etc. near the boundary between soft and hard ground and near the connection points with above-ground structures. However, there is a risk that the water tank will be destroyed, and if such a water tank is destroyed or cracks occur, there is a risk of contamination of groundwater due to leakage of sewage, and there is a risk of causing great damage. be.

このような危険を避けるために従来では、水槽そのもの
の耐震強度を極力向上させる、あるいは、前記水槽の深
さを硬質地盤に達しない程度の長さに止める等の手段を
講じていたものであるが、前者の場合には、水槽構築の
ためのコストが高くなり、また、後者の場合には、設置
面積に対する水槽の被処理水収容量が少なくなることか
ら、充分な処理能力を得難いという欠点がある。
In order to avoid such dangers, conventional methods have been taken such as increasing the seismic strength of the water tank itself as much as possible, or limiting the depth of the water tank to a length that does not reach the hard ground. However, in the former case, the cost of constructing the water tank is high, and in the latter case, the capacity of the water tank to be treated is small relative to the installation area, making it difficult to obtain sufficient treatment capacity. There is.

本発明の目的は、耐震性の優れた水槽を得るにあたり、
水槽設置のためのコストを比較的低減シ、かつ、充分な
量の被処理水を収容できて処理能力の優れた水処理装置
を得ることである。
The purpose of the present invention is to obtain an aquarium with excellent earthquake resistance,
It is an object of the present invention to provide a water treatment device which can relatively reduce the cost for installing a water tank, can accommodate a sufficient amount of water to be treated, and has an excellent treatment capacity.

本発明にかかる水処理装置の特徴とする構成は、前記竪
形水槽を、可撓性水密材から成る有底筒状体を主体とし
て形成すると共に、前記竪形水槽の埋設部を地表近くの
軟質地盤とその下方の硬質地盤とに臨む長さに設定し、
かつ、前記埋設部の上側を前記硬質地盤に達しない範囲
で部分的に囲む硬管を設けである事であり、かかる構成
から次の作用効果を奏する。
A characteristic configuration of the water treatment device according to the present invention is that the vertical water tank is mainly formed of a bottomed cylindrical body made of a flexible watertight material, and the buried part of the vertical water tank is located near the ground surface. Set to a length that faces the soft ground and the hard ground below,
In addition, a hard pipe is provided that partially surrounds the upper side of the buried portion within a range that does not reach the hard ground, and this configuration provides the following effects.

すなわち、竪形水槽自体が可撓性水密材から形成してあ
り、その可撓性水密材から形成された部分のみが下層の
硬質地盤にまで埋設されるものであるから、水槽の剛性
を強大なものとするなどのコストアップを招く手段を用
いずとも、一般に安価な可撓性水密材を用い、かつ、簡
単な施工によって、低コストで経済性に優れた水槽を構
成しやすいものであり、しかも、このようにして地中深
く埋設することができるので、水槽での被処理水収容量
を充分太き(確保することができ、処理能力の面でも優
れた水処理装置を得られるものである。
In other words, the vertical water tank itself is made of flexible watertight material, and only the part made of flexible watertight material is buried into the underlying hard ground, which increases the rigidity of the tank. It is easy to construct a low-cost, highly economical aquarium by using generally inexpensive flexible watertight materials and by simple construction, without using methods that increase costs, such as using a water tank. Moreover, since it can be buried deep underground in this way, it is possible to secure a sufficiently large capacity for water to be treated in the aquarium, making it possible to obtain a water treatment device with excellent treatment capacity. It is.

そしてまた、水槽の上部は、硬質地盤に達しない範囲で
水槽を囲む硬管を設けであるので、地上構造物の重量や
駆動モーター等の振動が作用し、かつ、土質も軟らかい
地表近(での水槽周りの±6崩れを阻止し、これによっ
て、可撓性素材を用いながら水槽としての保形性を確保
した状態で長期にわたり安全に水処理装置を設けられる
ものである。
Furthermore, since the upper part of the water tank is equipped with a hard pipe that surrounds the water tank without reaching the hard ground, the weight of above-ground structures and the vibrations of drive motors etc. act on it, and the soil is also close to the soft ground surface. This prevents the collapse of ±6 around the water tank, thereby making it possible to safely install a water treatment device for a long period of time while using a flexible material and ensuring the shape retention of the water tank.

以下に、本発明の実施例を図面の記載に基いて説明する
Embodiments of the present invention will be described below with reference to the drawings.

第1図に示すように、地中深く埋設した竪形水槽1の上
端側を、地上構造物Aに、それに備えられた水槽2に連
通した状態で連結し、竪形水槽1内に内管4を設置し、
水槽2の上方に位置させて地上構造物Aに備えられた揚
水槽3に内管4の上端を連通させ、水槽2から揚水槽3
に揚水するポンプ5を設け、もって、活性汚泥含有水を
、内管4内において下降させると共に内管4外部におい
て上昇させる状態で循環流動させるように構成しである
As shown in FIG. 1, the upper end of a vertical water tank 1 buried deep underground is connected to an above-ground structure A in a state where it communicates with a water tank 2 provided therein, and an inner pipe is inserted into the vertical water tank 1. Set up 4,
The upper end of the inner pipe 4 is connected to the water pumping tank 3 located above the water tank 2 and provided in the ground structure A, and the water tank 2 is connected to the water pumping tank 3.
A pump 5 for pumping water is provided, and the activated sludge-containing water is circulated and flowed in such a manner that it descends inside the inner pipe 4 and rises outside the inner pipe 4.

前記内管4内の水中に、空気等の酸素含有ガスを供給す
るノズル6を設け、もって、水の下降流動に伴って同伴
気泡から酸素を大量溶解させて、高濃度活性汚泥による
効率良い曝気処理が行えるように構成しである。
A nozzle 6 is provided for supplying oxygen-containing gas such as air into the water in the inner pipe 4, thereby dissolving a large amount of oxygen from entrained air bubbles as the water flows downward, resulting in efficient aeration by highly concentrated activated sludge. It is configured so that the processing can be performed.

そして、曝気処理した処理水を活性汚泥と共に固液分離
工程に送るように構成しである。
The aerated treated water is then sent to the solid-liquid separation process together with the activated sludge.

前記竪形水槽1は、例えばゴムやビニール等の可撓性水
密材から成る有底筒状体で形成してあり、かつ、砂や粘
土等の軟質地盤E1からその下部の軟岩や砂礫等の硬質
地盤E2にわたらせて掘削される竪孔に埋設されており
、さらに、筒状体の埋設郡全体を地盤に臨ませである。
The vertical water tank 1 is formed of a cylindrical body with a bottom made of a flexible watertight material such as rubber or vinyl, and is made of soft ground E1 such as sand or clay, and soft rock or gravel underneath. It is buried in a pit that is excavated across the hard ground E2, and the entire buried cylindrical body is exposed to the ground.

つまり、地震等によって、軟質地盤E1 と硬質地盤E
2 との間で大きな応力が発生したり、水槽2、揚水槽
3、分離槽7等を備えた地上構造物Aと竪形水槽1との
間に相対変位が生じても、竪形水槽1がその可撓性故に
破壊されないように構成しである。
In other words, due to earthquakes, soft ground E1 and hard ground E
2, or a relative displacement occurs between the above-ground structure A including the water tank 2, pumping tank 3, separation tank 7, etc. and the vertical water tank 1, the vertical water tank 1 It is constructed so that it cannot be destroyed due to its flexibility.

そして、前記竪形水槽1の上部では、地表近くの軟質地
盤E1が崩壊しやすい上側において部分的に筒状体埋設
部を硬管10を囲んで、経済性を余り損う′ことな(安
全性を高めである。
In the upper part of the vertical water tank 1, the hard pipe 10 is partially surrounded by the buried part of the cylindrical body on the upper side where the soft ground E1 near the ground surface tends to collapse, so as not to impair economic efficiency (safety). It has a high level of sexiness.

尚、前記内管4を無くす等、竪形水槽1の内部構造や水
処理形態は各種変更自在であり、また、前記地上構造物
Aの具体的構造や設置構成等の変更、あるいは、地上構
造物Aと竪形水槽1との連峙構造も各種変更自在である
The internal structure and water treatment form of the vertical water tank 1 can be changed in various ways, such as eliminating the inner pipe 4, and the specific structure and installation configuration of the above-ground structure A can be changed, or the above-ground structure The structure in which the object A and the vertical water tank 1 are connected can also be changed in various ways.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明に係る水処理装置の実施例を示す概略縦断
面図である。 1・・・・・・竪形水槽、10,11・・・・・・硬管
、A・・・・・・地上構造物、El・・・・・・軟質地
盤、E2・・・・・・硬質地盤。
The drawing is a schematic longitudinal sectional view showing an embodiment of the water treatment device according to the present invention. 1...Vertical water tank, 10,11...Hard pipe, A...Ground structure, El...Soft ground, E2...・Hard ground.

Claims (1)

【特許請求の範囲】[Claims] 1 地中深く埋設した整形水槽1の上端側を地上構造物
Aに連結した水処理装置であって、前記竪形水槽1を、
可撓性水密材から成る有底筒状体を主体として形成する
と共に、前記竪形水槽1の埋設部を地表近くの軟質地盤
E1 とその下方の硬質地盤E2とに臨む長さに設定し
、かつ、前記埋設部の上側を前記硬質地盤E2に達しな
い範囲で部分的に囲む硬管10を設げである事を特徴と
する水処理装置。
1 A water treatment device in which the upper end side of a shaped water tank 1 buried deep underground is connected to an above-ground structure A, the vertical water tank 1
It is mainly formed of a bottomed cylindrical body made of flexible watertight material, and the buried part of the vertical water tank 1 is set to a length that faces the soft ground E1 near the ground surface and the hard ground E2 below, A water treatment device characterized in that a hard pipe 10 is provided that partially surrounds the upper side of the buried portion within a range that does not reach the hard ground E2.
JP56064946A 1981-04-28 1981-04-28 water treatment equipment Expired JPS5930159B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56064946A JPS5930159B2 (en) 1981-04-28 1981-04-28 water treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56064946A JPS5930159B2 (en) 1981-04-28 1981-04-28 water treatment equipment

Publications (2)

Publication Number Publication Date
JPS57180490A JPS57180490A (en) 1982-11-06
JPS5930159B2 true JPS5930159B2 (en) 1984-07-25

Family

ID=13272706

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56064946A Expired JPS5930159B2 (en) 1981-04-28 1981-04-28 water treatment equipment

Country Status (1)

Country Link
JP (1) JPS5930159B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2101670A1 (en) * 1992-08-17 1994-02-18 Michael Ernest Garrett Treatment of liquids
ITRM20110341A1 (en) * 2011-06-28 2012-12-29 H C Dev S R L PURIFICATION PLANT FOR CIVIL AND INDUSTRIAL WASTE WATERS WITH VERTICAL REACTOR, WITH IMPROVED NITROGEN TREATMENT CHARACTERISTICS.
ITRM20110340A1 (en) * 2011-06-28 2012-12-29 H C Dev S R L PURIFICATION SYSTEM FOR CIVIL AND INDUSTRIAL WASTEWATER WITH VERTICAL REACTOR.

Also Published As

Publication number Publication date
JPS57180490A (en) 1982-11-06

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