JPH04354590A - Septic tank - Google Patents
Septic tankInfo
- Publication number
- JPH04354590A JPH04354590A JP22984391A JP22984391A JPH04354590A JP H04354590 A JPH04354590 A JP H04354590A JP 22984391 A JP22984391 A JP 22984391A JP 22984391 A JP22984391 A JP 22984391A JP H04354590 A JPH04354590 A JP H04354590A
- Authority
- JP
- Japan
- Prior art keywords
- tank
- septic tank
- septic
- tanks
- entrance
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 7
- 238000009412 basement excavation Methods 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Landscapes
- Treatment Of Biological Wastes In General (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は、合併処理浄化槽、単独
処理浄化槽等各種浄化槽に適用する浄化槽に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a septic tank applicable to various septic tanks such as a combined treatment septic tank and a single treatment septic tank.
【0002】0002
【従来の技術】従来の浄化槽は、通常、図3に示す如く
、コンクリート壁により複数の槽6を前後左右に整列さ
せ、各槽の上部にスラブ7を設けて管理室槽8を形成し
、この管理室槽内にブロワ−その他の機器を設置し、ま
た、スラブ7には各槽8に対応して管理用開口部9を開
設してある。2. Description of the Related Art Conventional septic tanks usually have a plurality of tanks 6 lined up front to back and left and right with concrete walls, and a slab 7 is provided on top of each tank to form a control room tank 8, as shown in FIG. A blower and other equipment are installed in this management room tank, and management openings 9 are provided in the slab 7 corresponding to each tank 8.
【0003】0003
【発明が解決しようとする課題】解決しようとする問題
点は、処理槽と管理室槽を上下に構成されるため、浄化
槽の全体が大型化してコスト高となり、又、特に地下埋
設型の場合、掘削量が多く且つ土圧乃至水圧に対応して
浄化槽の槽壁厚みを十分に設定する必要がある。[Problem to be solved by the invention] The problem to be solved is that since the treatment tank and the control room tank are arranged one above the other, the entire septic tank becomes large and costly, and especially in the case of an underground type. , the amount of excavation is large, and the wall thickness of the septic tank needs to be set sufficiently to accommodate the earth pressure and water pressure.
【0004】0004
【課題を解決するための手段】本発明の浄化槽は、コン
クリート壁により複数の槽を前後または左右に整列して
設け、浄化槽の水位の低い槽の上部空間部に中間スラブ
を設けて上下に分割し中間スラブ上に管理室槽を形成成
することにより浄化槽の小型化を実現した。[Means for Solving the Problems] The septic tank of the present invention has a plurality of tanks lined up front to back or left and right by concrete walls, and is divided into upper and lower parts by providing an intermediate slab in the upper space of the tank where the water level of the septic tank is low. The size of the septic tank was realized by forming the control room tank on the intermediate slab.
【0005】[0005]
【作用】上記構成の浄化槽によると、整列した複数の槽
の内、水位の低い槽の上部空間部に中間スラブを設けて
その上側に管理室槽を形成したから、浄化槽の全体高さ
は従来の浄化槽に比較して大幅に縮小し得、また、管理
時に浄化槽の大部分は地上から管理し得るため、照明お
よび換気装置を大幅に省力化し得る等、発明目的を達成
した効果を奏する。[Function] According to the septic tank with the above configuration, an intermediate slab is provided in the upper space of the tank with the lowest water level among the multiple tanks arranged in a row, and the control room tank is formed above it, so the overall height of the septic tank is lower than that of the conventional one. In addition, since most of the septic tank can be managed from the ground, it is possible to significantly save labor for lighting and ventilation equipment, achieving the objectives of the invention.
【0006】[0006]
【実施例】図1は、本発明浄化槽の一実施例の平面図を
示し、図2は図1中A−A線に沿う断面図である。DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a plan view of an embodiment of a septic tank according to the present invention, and FIG. 2 is a sectional view taken along line A--A in FIG.
【0007】本発明浄化槽は、公知のごとくプレキャス
ト、コンクリート製または現場打ちコンクリート製であ
って、コンクリート壁により複数の槽1を前後または左
右に整列して設けてある。The septic tank of the present invention is made of precast, concrete, or cast-in-place concrete, as is well known, and has a plurality of tanks 1 arranged front to back or left and right by concrete walls.
【0008】整列した複数の槽1の内、水位の低い槽1
の上部空間部に中間スラブ2を設けて上下に分割した分
割槽1Aを構成し、前記スラブ2の上側に管理室槽3を
形成したものである。管理室槽3の天井には入口4を開
設し、この入口4と中間スラブ2その間に階段若しくは
タラップ5を配備し、または、側壁に入口を開設し、地
表面より入口まで階段若しくはタラップを配備してある
。Among the plurality of tanks 1 arranged in a row, the tank 1 with a low water level
An intermediate slab 2 is provided in the upper space of the tank to form a divided tank 1A divided into upper and lower parts, and a management chamber tank 3 is formed above the slab 2. An entrance 4 is established on the ceiling of the control room tank 3, and a staircase or ramp 5 is provided between the entrance 4 and the intermediate slab 2, or an entrance is established in the side wall and a staircase or ramp is provided from the ground surface to the entrance. It has been done.
【0008】尚、本発明の浄化槽は、地下埋設型、地上
型、半地下埋設型の何れにも適用することは勿論である
。It goes without saying that the septic tank of the present invention can be applied to any of the underground, above-ground, and semi-underground types.
【0009】[0009]
【発明の効果】以上説明したように本発明の浄化槽は、
整列した複数の槽の内、水位の低い浄化槽の上部空間部
に中間スラブを設けて上下に分割した分割槽を構成し、
前記中間スラブの上側に管理室槽を形成したから、浄化
槽の全体高さは従来の浄化槽に比較して大幅に縮小しコ
ストダウンを実現できる。また、地下埋設型に適用した
場合、浄化槽高さの縮小分だけ掘削量が減り、作業の省
力化がはかれる等、発明目的を達成した効果を奏する。[Effect of the invention] As explained above, the septic tank of the present invention has
Among the multiple tanks arranged in a row, an intermediate slab is installed in the upper space of the septic tank with a low water level to form a divided tank divided into upper and lower parts.
Since the control room tank is formed above the intermediate slab, the overall height of the septic tank can be significantly reduced compared to conventional septic tanks, and cost reductions can be realized. In addition, when applied to an underground type, the amount of excavation is reduced by the reduction in the height of the septic tank, labor-saving work is achieved, and the object of the invention is achieved.
【図1】本発明浄化槽の平面図である。FIG. 1 is a plan view of the septic tank of the present invention.
【図2】図1中A−A線に沿う断面図である。FIG. 2 is a sectional view taken along line A-A in FIG. 1;
【図3】従来例の断面図である。FIG. 3 is a sectional view of a conventional example.
1 槽 1A 分割槽 2 中間スラブ 3 管理室槽 4 入口 5 階段 1 tank 1A split tank 2 Intermediate slab 3 Management room tank 4 Entrance 5 Stairs
Claims (2)
または左右に整列して設け、浄化槽の水位の低い槽の上
部空間部に中間スラブを設けて上下に分割し、中間スラ
ブ上に管理室槽を形成して成るを特徴とする浄化槽。[Claim 1] A plurality of tanks are arranged in front and back or left and right by concrete walls, an intermediate slab is provided in the upper space of the tank with a low water level to divide it into upper and lower parts, and a control room tank is placed on the intermediate slab. A septic tank characterized by:
の入口と中間スラブとの間に階段若しくはタラップを配
備し、または、側壁に入口を開設し、地表面より入口ま
で階段若しくはタラップを配備して構成されている請求
項1記載の浄化槽。[Claim 2] An entrance is established in the ceiling wall of the control room tank, and stairs or ramps are provided between this entrance and the intermediate slab, or an entrance is established in the side wall and stairs or ramps are provided from the ground surface to the entrance. The septic tank according to claim 1, further comprising:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22984391A JPH04354590A (en) | 1991-05-31 | 1991-05-31 | Septic tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22984391A JPH04354590A (en) | 1991-05-31 | 1991-05-31 | Septic tank |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04354590A true JPH04354590A (en) | 1992-12-08 |
Family
ID=16898556
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22984391A Pending JPH04354590A (en) | 1991-05-31 | 1991-05-31 | Septic tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04354590A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2352761A (en) * | 1999-05-24 | 2001-02-07 | William Kiely | A multi-chamber tank and method of producing same |
-
1991
- 1991-05-31 JP JP22984391A patent/JPH04354590A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2352761A (en) * | 1999-05-24 | 2001-02-07 | William Kiely | A multi-chamber tank and method of producing same |
GB2352761B (en) * | 1999-05-24 | 2003-05-28 | William Kiely | A multi-chamber tank and method of producing same |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4048772A (en) | Modular crypt system | |
GB1094719A (en) | Underground wall structures and a method for producing them | |
MY119127A (en) | An element for forming ground covering, restraining and reinforcing structures, particularly for forming retaining walls | |
US4648219A (en) | Lawn crypt | |
US5511345A (en) | Unitary molded plastic structural member, lid form and lawn crypt constructed from same | |
US5765269A (en) | Columbarium | |
GB1358815A (en) | Swimming bath | |
US4074476A (en) | Tubular dwelling construction | |
US5692344A (en) | Columbarium | |
JPH04354590A (en) | Septic tank | |
US3986308A (en) | Mausoleum crypt liner therefor and method of construction | |
US3221616A (en) | Interlocking grating and framing system for trench drains | |
GB2230283A (en) | Underground garage | |
US4658551A (en) | Caisson of a stack of caissons constituting the lateral walls of an underground room such as particularly a cellar | |
DE10018979A1 (en) | Wall element | |
KR200172570Y1 (en) | A family burial ground | |
CN212154344U (en) | Ground coffin | |
KR200184307Y1 (en) | Mounded charnel | |
DE2123166A1 (en) | Residential buildings | |
IL108493A (en) | Multi-tier burial system | |
EP0045111A1 (en) | Building comprising one or more united living units | |
DE59508899D1 (en) | MULTI-STOREY RESIDENTIAL BUILDING CONCRETE | |
ITMI940266U1 (en) | MODULAR DEVICE FOR THE OVERFLOW OF SWIMMING POOLS | |
KR930002704Y1 (en) | Prefabricated grave | |
JPH0321726A (en) | Spring water treating structure using block |