JPS6054789A - Constructing method of septic tank - Google Patents

Constructing method of septic tank

Info

Publication number
JPS6054789A
JPS6054789A JP16186083A JP16186083A JPS6054789A JP S6054789 A JPS6054789 A JP S6054789A JP 16186083 A JP16186083 A JP 16186083A JP 16186083 A JP16186083 A JP 16186083A JP S6054789 A JPS6054789 A JP S6054789A
Authority
JP
Japan
Prior art keywords
sewage
air
pipe
pump
septic 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
Application number
JP16186083A
Other languages
Japanese (ja)
Other versions
JPS6235839B2 (en
Inventor
Chikanori Ookida
大木田 親教
Nobuaki Tomioka
富岡 信明
Takeshi Mita
三田 健
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction Co Ltd
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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP16186083A priority Critical patent/JPS6054789A/en
Publication of JPS6054789A publication Critical patent/JPS6054789A/en
Publication of JPS6235839B2 publication Critical patent/JPS6235839B2/ja
Granted legal-status Critical Current

Links

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  • Treatment Of Biological Wastes In General (AREA)

Abstract

PURPOSE:To blow the air forcibly into the sewage with wave force in purifying the sewage by installing in the sea an assembly having an air intake pipe having plural float pumps at its side and a check valve and consisting of an inflow, an intermediate, and a discharge part, and introducing the sewage therein. CONSTITUTION:An inflow part 2 provided with an inflow pipe 6 for sewage, an intermediate part 1, and a discharge part 3 equipped with a treated water discharge pipe 7 are manufactured on shore. The three parts are assembled by connecting with a flange part to constitute a sewage septic tank which is fixed to supporting piles in the seawater. The sewage is charged from the inflow pipe 6, agitated and purified with a large amt. of air sent from an air supply pipe 51 of a float pump 54, and discharged to the outside of the septic tank from a discharge pipe 7. When the float pump 54 which is lifted up and down by wave force is lowered, the external air flows into the pump from an air intake pipe 52. When the float pump 54 is raised, the air in the pump can not go out because of a check valve 53 and flows into the septic tank from the air injecting pipe 51 to agitate and purify the sewage.

Description

【発明の詳細な説明】 本発明は主に海浜地区にお【ノる下水道の末端処ill
!設備としての浄化槽の施工法に関づるものである。
[Detailed Description of the Invention] The present invention is mainly used for the terminal treatment of sewerage systems in seaside areas.
! This relates to the method of constructing a septic tank as a facility.

我が国の下水道の普及率は近年次第に伸びつつ有る扉、
世界の水準から比べるとまだまだ低い。
The penetration rate of sewage systems in Japan has been gradually increasing in recent years.
This is still low compared to world standards.

衆に海浜地区の都市や漁村ではその地形的、地理的立地
条件が悪いため下水道の末端処理設備の設置が難しかっ
た。
In general, it has been difficult to install end-of-life sewage treatment equipment in coastal cities and fishing villages due to their poor topographical and geographical location.

例えば都市部においては用地確保が困難であり、血判に
おいてはその地形が急斜面で下方はずぐ海に面づる場合
が多い等の悪条件がその理由である。
For example, it is difficult to secure land in urban areas, and this is due to the poor conditions in Kekhan, such as the steep slopes and often facing the sea below.

本発明はその様な点を改醤するためになされたもので、
大量の空気を下水中に送込み、撹拌することにより下水
を浄化する浄化法の処理場を水上に設けることにより下
水道の普及をはかることのできる浄化槽の施工法を提供
することを目的とづる。
The present invention was made to correct such problems.
The purpose of the present invention is to provide a construction method for a septic tank that can promote the spread of sewage systems by installing a treatment plant above water that purifies sewage by pumping a large amount of air into the sewage and stirring it.

次ぎに本発明の工法に使用する浄化4r!I装置の構造
について図面にもとずいて説明する。
Next, purification 4r used in the construction method of the present invention! The structure of the I device will be explained based on the drawings.

本発明の浄化槽は両端部に流入管と放出管を摺続した中
空構造物である。
The septic tank of the present invention is a hollow structure with an inflow pipe and a discharge pipe connected to both ends.

〈イ〉浄化槽本体 その材質、平面形体の形状は問わないがブレハ。<A> Septic tank body The material and the shape of the planar object do not matter, but it is a Breha.

ブ化して工場で製作し現地で組立てることができる形体
とする。(第5図参照) 当実施例では両端を解放した箱体の中間部1を連続した
直方体の中空構造物と、その両端部に位置する流入部2
、放出部3とで構成して浄化槽本体Δとする。
It is designed to have a shape that can be converted into a plastic, manufactured in a factory, and assembled on-site. (Refer to Fig. 5) In this embodiment, a rectangular parallelepiped hollow structure is formed by connecting the middle part 1 of a box with open ends, and an inflow part 2 is located at both ends.
, and the discharge part 3 to form the septic tank main body Δ.

そして中空構造物の左右側壁には一定間隔にフロー1〜
ポンプ54を内蔵するポンプ部5を突設する。
Then, on the left and right side walls of the hollow structure, flow 1~
A pump section 5 having a built-in pump 54 is provided in a protruding manner.

〈口〉中間部 中間部1は両端を解放した箱体である。<Mouth> Middle part The intermediate part 1 is a box with both ends open.

そしてその解放した両端部には各箱体を接続するための
接続フランジ4を箱体の外方に向けて各辺に突設する。
Connection flanges 4 for connecting each box body are provided on each side of the open end portions toward the outside of the box body.

また箱体の側壁上部に外部に向けてポンプ部5を一定間
隔で突設する。
Further, pump parts 5 are provided protruding outward from the upper part of the side wall of the box body at regular intervals.

そしてポンプ部5からの空気送込み管51は箱体の側壁
を貫通し箱体内部に入り箱体の底部で開口している。
An air supply pipe 51 from the pump section 5 penetrates the side wall of the box, enters the inside of the box, and opens at the bottom of the box.

〈ハ〉流入部 流入部2は一端を解放した箱体でその解放部には中間部
1と同じ接続フランジ4を外部に向かって突設り“る。
<C> Inflow part The inflow part 2 is a box with one end open, and the open part has the same connecting flange 4 as the intermediate part 1 protruding outward.

また解放部に対面する壁面上方に流入孔を間口しそこか
ら外部に向けて流入管6を突設する。
Further, an inflow hole is provided above the wall surface facing the open portion, and an inflow pipe 6 is provided to protrude from the inflow hole toward the outside.

そして箱体側壁にポンプ部5を、外部に向かって突設す
るのは中間部1と同じである。
As in the case of the intermediate part 1, a pump part 5 is provided on the side wall of the box so as to protrude outward.

したがって箱体内部には空気送込み管51があり、中間
部1と同じ様に壁面を貫通してポンプ部につながってい
る。
Therefore, there is an air supply pipe 51 inside the box, which, like the intermediate part 1, penetrates the wall surface and is connected to the pump part.

〈二〉放出部 放出部3の(苫造は流入部2のそれと全く同じである。<2> Emission part The structure of the discharge section 3 is exactly the same as that of the inflow section 2.

ただし流入部2の流入管6にあたる部分を放出管7とす
る。
However, the portion of the inflow portion 2 that corresponds to the inflow pipe 6 is assumed to be the discharge pipe 7.

〈ホ〉ポンプ部 ポンプ部5は底面の無い中空の箱体である。<E> Pump part The pump section 5 is a hollow box without a bottom surface.

そしてその位置は設置後、水位とほぼ等しい位置とし浄
化槽の壁面上部に、一定の間隔をもって長手方向に同じ
高さで突設する。
After installation, they are placed approximately at the same level as the water level, and are protruded from the upper part of the wall of the septic tank at regular intervals and at the same height in the longitudinal direction.

さらに浄化1n木休Aの側壁側に側壁を貫通して浄化槽
内部に通じる空気送込み管51を設(プ、浄化槽の底部
で間口しておく。
Furthermore, an air feed pipe 51 is installed on the side wall side of the purification 1n tree rest A, which penetrates the side wall and leads to the inside of the septic tank.

また空気送込み管51とは反対側には外部に向かって空
気取入れ管52を設置し途中に逆止弁53を付設する。
Further, an air intake pipe 52 is installed facing the outside on the opposite side from the air feed pipe 51, and a check valve 53 is installed in the middle.

この逆止弁53は外部からの空気をポンプ部内にいれ、
ポンプ部内の空気を外部に出さない弁である。
This check valve 53 allows air from outside into the pump section,
This is a valve that does not allow air inside the pump to escape to the outside.

さらにポンプ部5の中空部分にフロー1〜ポンプ54が
あり海面の上下動によってポンプ部内を上下し空気を浄
化槽内部に送る。
Further, there are flow 1 to pump 54 in the hollow part of the pump part 5, and the inside of the pump part moves up and down according to the vertical movement of the sea surface, and air is sent into the septic tank.

次ぎに本発明の施工方法について説明する。Next, the construction method of the present invention will be explained.

〈イ〉支持杭の設置 浄化槽本体Δの幅よりやや大きめの間隔で複数の支持杭
8を2列、海岸から沖合に向かって所定の距離だけ設置
する。
<A> Installation of support piles A plurality of support piles 8 are installed in two rows at intervals slightly larger than the width of the septic tank body Δ, and a predetermined distance from the coast toward offshore.

〈口〉運搬組立て 工場で製作した流入部2、複数の中間部1、放出部3を
船着場まで運搬したのも海上を曳航し現地にて接続フラ
ンジ4を接続して組立てる。
<Exposure> The inflow part 2, the plurality of intermediate parts 1, and the discharge part 3 manufactured at the transport assembly factory were transported to the dock by towing on the sea, and the connecting flanges 4 were connected and assembled on site.

もちろん設置場所近辺で組立てて現地に曳航して設置し
てもよい。
Of course, it may be assembled near the installation site and towed to the site for installation.

このとき各ポンプ部5が水位とほぼ等しい位置に来るよ
うにづる事は上述した通りである。
At this time, as described above, each pump section 5 is placed at a position approximately equal to the water level.

〕なわら波力による水面の上下動にしたがってポンプ部
内のフロートポンプが上下できる位置を設定し浄化槽本
体Aと支持杭8間を支持棒あるいはロープ等で繋留覆る
] Set a position in the pump section where the float pump can move up and down according to the vertical movement of the water surface due to wave force, and tether and cover the space between the septic tank body A and the support pile 8 with a support rod or rope.

〈ハ〉作動 流入管6J:り浄化槽内に流入した下水は空気送込み管
51から送られてくる入用の空気によって撹拌浄化され
て放出管7より浄化(n外部に放出りる。
<C> Operation Inflow pipe 6J: The sewage that has flowed into the septic tank is stirred and purified by the necessary air sent from the air supply pipe 51, and purified (n) is discharged to the outside from the discharge pipe 7.

空気の送込みは次ぎのようにして行なわれる。Air is introduced in the following manner.

りなわら、波力により上下するポンプ部内のフロートポ
ンプ54が下降したとき空気取入れ管52から外部の空
気がポンプ部内に入って来る。
Furthermore, when the float pump 54 in the pump section, which moves up and down due to wave force, descends, outside air enters the pump section from the air intake pipe 52.

またフロートポンプが上昇しl〔ときにはポンプ部内の
空気は逆止弁53のはたらきにJ:って空気取入れ管5
2より外部に出る事はできず、空気送込み管51から浄
化槽内部に送込まれる。
In addition, when the float pump rises, the air inside the pump section is released by the action of the check valve 53 and the air intake pipe 5.
2, the air cannot go outside, and is sent into the septic tank through the air feed pipe 51.

さらに空気送込み管が浄化槽の底部で開口しているため
空気が浄化槽内を上昇すると同時に撹拌の役目も果す。
Furthermore, since the air supply pipe opens at the bottom of the septic tank, the air rises inside the septic tank and at the same time serves as agitation.

〈二〉その他の実施例1 浄化槽を防波堤として利用するときは、2列の支持杭8
の上部先端にスラブ9を敷設する事も可能である。
<2> Other Examples 1 When using a septic tank as a breakwater, two rows of support piles 8
It is also possible to lay the slab 9 at the top tip of the.

〈ホ〉その他の実施例2 ポンプ部が当実施例と同1.;働ぎをする用に水面にあ
れば、浄化槽本体を固定する事、または沈設する事も考
えられる。
<E> Other embodiment 2 The pump part is the same as this embodiment 1. ;If it is on the surface of the water to do its work, it is possible to fix the body of the septic tank or to submerge it.

本発明は以上説明した様になり、大型の浄化槽を海上に
設営づるとい゛う全く新しい発想によってなされたため
次1ぎのような効果を期待することができる。
The present invention, as explained above, is based on a completely new idea of setting up a large septic tank on the sea, so the following effects can be expected.

〈イ〉陸上で浄化槽を施工するときの掘削、山留、排水
工事等が一切不要であり、またプレハブ化により工場製
作、現地組立てができるので時間的、経済的に極めて有
利である。
<B> When constructing a septic tank on land, there is no need for excavation, damming, drainage work, etc., and prefabrication allows for factory production and on-site assembly, which is extremely advantageous in terms of time and economy.

く口〉地上式では施工にあたり面積に制約があるためそ
の深さを深くして容量を増やす必要がありそのために深
い掘削が必要で′あるが本発明ではその必要はない。
In the above-ground type, there is a restriction on the area for construction, so it is necessary to increase the depth and increase the capacity, which requires deep excavation, but this is not necessary with the present invention.

くハ〉浄化方法に波力を利用しているのでランニングコ
ストが非常に低い。
Kuha〉The running cost is very low because it uses wave power as a purification method.

く二〉浄化槽本体を水中に浮かべる工法なので海底、湖
底等が着地、砂地等といった諸条件に左右されない。
2〉Since the construction method involves floating the septic tank body underwater, it is not affected by various conditions such as landing on the ocean floor, lake bed, etc., or sandy soil.

〈ホ〉防波堤111PUwgとして利用できる。<E> Can be used as breakwater 111PUwg.

くべ〉地上の立地条件に左右されず海岸、湖沼(=J近
の町村ならどのような地域にも設置できるので下水道の
普及が計れる。
Kube> Sewerage systems can be installed in any area, such as coastal areas, lakes, and marshes (=J), regardless of location on the ground, allowing for the spread of sewerage systems.

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

第1図二本発明の浄化槽装置の斜視図 第2図二tM工時の側面図 第3図:施工時の正面図 第4図:実施例の説明図 第5図:平面形体の他側の説明図 1:中間部 2:流入部 3:放出部 4二接続フランジ 5:ポンプ部 6:流入管 7:敢出管 8:支持杭 9ニスラブ 51:空気送込み管 52:空気取入れ管53:逆止弁
 54:フロートポンプ A:浄化槽本体 B:海面
Fig. 1.2 Perspective view of the septic tank device of the present invention. Fig. 2. Side view during construction. Fig. 3: Front view during construction. Fig. 4: Explanatory drawing of the embodiment. Explanatory diagram 1: Middle part 2: Inflow part 3: Discharge part 4 two connecting flanges 5: Pump part 6: Inflow pipe 7: Extrusion pipe 8: Support pile 9 Varnish slab 51: Air feed pipe 52: Air intake pipe 53: Check valve 54: Float pump A: Septic tank body B: Sea surface

Claims (1)

【特許請求の範囲】 地上であらかじめ製作した槽を、 連結して水上に設置し、 地上との配管を行う事を特徴と7′る、浄化槽の施行法
[Claims] A method for constructing a septic tank, characterized in that tanks previously manufactured on the ground are connected and installed on the water, and piping is connected to the ground.
JP16186083A 1983-09-05 1983-09-05 Constructing method of septic tank Granted JPS6054789A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16186083A JPS6054789A (en) 1983-09-05 1983-09-05 Constructing method of septic tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16186083A JPS6054789A (en) 1983-09-05 1983-09-05 Constructing method of septic tank

Publications (2)

Publication Number Publication Date
JPS6054789A true JPS6054789A (en) 1985-03-29
JPS6235839B2 JPS6235839B2 (en) 1987-08-04

Family

ID=15743331

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16186083A Granted JPS6054789A (en) 1983-09-05 1983-09-05 Constructing method of septic tank

Country Status (1)

Country Link
JP (1) JPS6054789A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2248057A (en) * 1990-09-22 1992-03-25 Reginald Littlejohns Offshore aerated sewage station
WO2002055442A1 (en) * 2001-01-10 2002-07-18 Consiglio Nazionale Delle Ricerche A process and apparatus for submerged biodepuration of effluents disposed of in the sea

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2248057A (en) * 1990-09-22 1992-03-25 Reginald Littlejohns Offshore aerated sewage station
GB2248057B (en) * 1990-09-22 1994-06-15 Reginald Littlejohns Marine sewage station
WO2002055442A1 (en) * 2001-01-10 2002-07-18 Consiglio Nazionale Delle Ricerche A process and apparatus for submerged biodepuration of effluents disposed of in the sea
US6821423B2 (en) 2001-01-10 2004-11-23 Consiglio Nazionale Delle Ricerche Process and apparatus for submerged biodepuration of effluents disposed of in the sea

Also Published As

Publication number Publication date
JPS6235839B2 (en) 1987-08-04

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