JPH0841974A - Air pressure feed-drain system for underground sewage water and miscellaneous drainage - Google Patents

Air pressure feed-drain system for underground sewage water and miscellaneous drainage

Info

Publication number
JPH0841974A
JPH0841974A JP19487994A JP19487994A JPH0841974A JP H0841974 A JPH0841974 A JP H0841974A JP 19487994 A JP19487994 A JP 19487994A JP 19487994 A JP19487994 A JP 19487994A JP H0841974 A JPH0841974 A JP H0841974A
Authority
JP
Japan
Prior art keywords
drainage
lower chamber
miscellaneous
sewage
pipe
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
JP19487994A
Other languages
Japanese (ja)
Other versions
JP2787936B2 (en
Inventor
Yasuyuki Nakamura
泰之 中村
Toshimasa Okuma
敏正 大熊
Akio Mitsumoto
昭雄 三本
Toyoji Tokai
豊治 東海
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP19487994A priority Critical patent/JP2787936B2/en
Publication of JPH0841974A publication Critical patent/JPH0841974A/en
Application granted granted Critical
Publication of JP2787936B2 publication Critical patent/JP2787936B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To allow underground sewage water and miscellaneous drainage to be force-fed and drained to a sewer by air pressure from a drain tank installed on the lowermost underground floor without using a submerged pump. CONSTITUTION:A drain tank 1 is installed on the lowermost underground floor 2, and the inside of the drain tank 1 is partitioned into an upper chamber 5 and a lower chamber 6 by a partition wall 4, Both chambers 5, 6 are connected in the communicated state through a first switching valve 9, and a drain pipe 11 for sewage water and miscellaneous drainage discharged from each part is connected to the upper chamber 5 side. A force-feed pipe 14 for force-feeding the sewage water and miscellaneous drainage to a sewer 17 is connected to the bottom part on the lower chamber 6 side, and a compressed air pipe 22 for feeding compressed air from a compressor 19 is connected to the upper part on the lower chamber 6 side.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、地下で発生するトイレ
等の汚水や調理場等の雑排水を圧縮空気を利用して下水
本管に圧送排水する地下からの汚水・雑排水の空気圧送
排水システムに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is a pneumatic pumping of sewage and miscellaneous wastewater from underground to sew underground wastewater such as toilets and miscellaneous wastewater from kitchens, etc. It concerns drainage systems.

【0002】[0002]

【従来の技術】従来、地下で発生するトイレ等の汚水や
調理場等の雑排水を下水本管に排水するため、図2に示
すように最下階のスラブ30の下部にコンクリート躯体
によって大容積の排水槽31を設け、トイレ、調理場等
で発生した汚水・雑排水を排水管を介して排水槽31に
集め、同排水槽31内に常に一定量以上の汚水・雑排水
を確保しながら一時的に貯留し、これを排水槽31の内
部に設置した水中ポンプ32及び排水管33を介して汲
み上げ、下水本管34に放流排水するようにしていた。
2. Description of the Related Art Conventionally, in order to discharge dirty water from toilets or the like and underground wastewater from kitchens, etc., which are generated underground, to the main sewer pipe, as shown in FIG. A drainage tank 31 of a volume is provided, and wastewater / miscellaneous wastewater generated in toilets, kitchens, etc. is collected in the drainage tank 31 via a drain pipe, and a certain amount of wastewater / miscellaneous wastewater is always secured in the drainage tank 31. However, the water is temporarily stored, and the water is pumped up through the submersible pump 32 and the drainage pipe 33 installed inside the drainage tank 31, and discharged and discharged to the sewer main pipe 34.

【0003】[0003]

【発明が解決しようとする課題】上記した従来の排水槽
・水中ポンプ方式の排水システムにおいては、水中ポン
プ32が排水槽31の内部に設置されているため、水中
ポンプ32の点検や故障発生時の修理の際、作業を行う
には排水槽31の中に入り込まなければならず、悪環境
下での作業とならざるを得なかった。また、水中ポンプ
の性能維持のために排水槽内に最低水量の汚水・雑排水
を確保しておかなければならず、その分排水槽の容積を
大きくする必要があり、排水槽の建築工事費が高くなる
と共に、大きな設置スペースを確保しなければならなか
った。
In the conventional drainage tank / submersible pump type drainage system described above, since the submersible pump 32 is installed inside the drainage tank 31, when the submersible pump 32 is inspected or a failure occurs. In order to carry out the work, the work had to go into the drainage tank 31 and the work had to be done in a bad environment. In addition, in order to maintain the performance of the submersible pump, it is necessary to secure the minimum amount of sewage and miscellaneous drainage in the drainage tank, and it is necessary to increase the capacity of the drainage tank by that amount. As the height increased, a large installation space had to be secured.

【0004】[0004]

【課題を解決するための手段】上記した課題を解決する
ため、本発明に係る地下からの汚水・雑排水の空気圧送
排水システムは、地下の最下階の床上に排水槽を設置
し、同排水槽の内部を仕切壁によって上部室と下部室と
に仕切り、両室を第1開閉バルブを介して連通接続する
と共に、上部室側に各部から排出される汚水・雑排水の
排水管を接続し、下部室側の底部に、汚水・雑排水を下
水本管に圧送する圧送管を、又、下部室側の上部にコン
プレッサーより圧縮空気を供給する圧縮空気管をそれぞ
れ接続してなることを特徴とするものである。
In order to solve the above-mentioned problems, the pneumatic pumping and draining system for underground sewage and miscellaneous drainage according to the present invention has a drainage tank installed on the bottom floor of the underground, The inside of the drainage tank is partitioned by a partition wall into an upper chamber and a lower chamber, both chambers are connected and connected via a first opening / closing valve, and a drain pipe for sewage and miscellaneous drainage discharged from each part is connected to the upper chamber side. The bottom of the lower chamber should be connected with a pressure pipe for pumping sewage and miscellaneous wastewater to the main sewer, and the upper part of the lower chamber with a compressed air pipe for supplying compressed air from a compressor. It is a feature.

【0005】[0005]

【作用】本発明に係る地下からの汚水・雑排水の空気圧
送排水システムは、上記のように構成されているので、
各部から排出される汚水・雑排水は排水管を介して排水
槽の上部室に流れ込み、第1開閉バルブを通過して下部
室に入り貯留される。下部室に貯留された汚水・雑排水
の水位が所定レベルに達すると、第1開閉バルブが閉と
なって下部室は密閉され、続いて第2開閉バルブが開と
なり、コンプレッサーが作動して圧縮空気管を通して下
部室内に圧縮空気が供給される。この空気圧によって下
部室内の汚水・雑排水は、圧送管中を圧送され、下水本
管に放流排水される。下部室内の汚水・雑排水の排水が
終わると、下部室内部の圧力低下によりコンプレッサー
が停止し、第2開閉バルブが閉、第1開閉バルブが開の
状態に戻り、以上のサイクルを繰り返すことによって、
地下で発生する汚水・雑排水を空気圧を利用して順次下
水本管に圧送排水することができる。
Since the pneumatic feed / drainage system for underground wastewater / miscellaneous drainage according to the present invention is configured as described above,
Sewage and miscellaneous wastewater discharged from each part flows into the upper chamber of the drainage tank through the drainage pipe, passes through the first opening / closing valve, and is stored in the lower chamber. When the water level of sewage and miscellaneous waste water stored in the lower chamber reaches a predetermined level, the first opening / closing valve closes and the lower chamber is sealed, and then the second opening / closing valve opens, and the compressor operates to compress. Compressed air is supplied to the lower chamber through the air tube. Due to this air pressure, sewage and miscellaneous wastewater in the lower chamber is pumped through the pumping pipe and discharged to the sewer main. When drainage of sewage and miscellaneous wastewater in the lower chamber ends, the compressor stops due to the pressure drop in the lower chamber, the second on-off valve closes and the first on-off valve returns to the open state, and the above cycle is repeated. ,
Sewage and miscellaneous wastewater generated underground can be sequentially pumped and discharged to the main sewer by using air pressure.

【0006】[0006]

【実施例】以下に本発明の実施例を図1に基づいて説明
する。図1は本発明の実施例に係る地下からの汚水・雑
排水の空気圧送排水システムの構成図である。排水槽1
は地下の最下階の床2上にコンクリート基礎3を介して
設置される。この排水槽1は鋼板製で、内部が傾斜した
仕切壁4によって上部室5と下部室6とに仕切られ、少
なくとも下部室6側は圧力容器として構成されている。
また、排水槽1の上部室5にはマンホール7が、又、下
部室6には強度的に設定圧力に耐え得る構造の点検口8
がそれぞれ設けられている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIG. FIG. 1 is a block diagram of an air pressure drainage system for underground wastewater and miscellaneous wastewater according to an embodiment of the present invention. Drainage tank 1
Is installed on the bottom floor 2 of the basement through a concrete foundation 3. The drainage tank 1 is made of a steel plate and is partitioned into an upper chamber 5 and a lower chamber 6 by a partition wall 4 having an inclined interior, and at least the lower chamber 6 side is configured as a pressure vessel.
Further, a manhole 7 is provided in the upper chamber 5 of the drainage tank 1, and an inspection port 8 having a structure capable of withstanding the set pressure in the lower chamber 6 in strength.
Are provided respectively.

【0007】排水槽1の上部室5と下部室6は、傾斜し
た仕切壁4の最も低位位置側で第1開閉バルブ9を介し
て連通接続されている。排水槽1の上部室5には、トイ
レ10等で発生する汚水、或いは、調理場等で発生する
雑排水を集める排水管11が接続されると共に、上部室
5と大気とをベントキャップ12を介して連通する通気
管13が接続されている。また、排水槽1の下部室6に
は、その底部に圧送管14の一端が接続されている。同
圧送管14中にはチャッキバルブ15及び常時開放状態
のバルブ16が設けられており、その他端は下水本管1
7に接続され、下部室6内に貯留された汚水・雑排水を
下水本管17に圧送排水できるように構成されている。
The upper chamber 5 and the lower chamber 6 of the drainage tank 1 are connected to each other through a first opening / closing valve 9 on the lowest position side of the inclined partition wall 4. The upper chamber 5 of the drain tank 1 is connected to a drain pipe 11 that collects dirty water generated in the toilet 10 or the like, or sewage generated in a kitchen or the like, and a vent cap 12 is provided between the upper chamber 5 and the atmosphere. A ventilation pipe 13 that communicates with each other is connected. Further, one end of a pressure feed pipe 14 is connected to the bottom of the lower chamber 6 of the drainage tank 1. A check valve 15 and a valve 16 which is always open are provided in the pressure feed pipe 14, and the other end has a sewer main pipe 1.
7 is connected to the lower chamber 6 so that sewage and miscellaneous drainage stored in the lower chamber 6 can be pumped to the sewer main 17.

【0008】更に、下部室6の上部には、下部室6内の
水位を検知するレベル計18が所定水位を検知したと
き、運転されるコンプレッサー19が圧力調整弁20及
び第2開閉バルブ21を介して接続され、下部室6の上
部空間に圧縮空気管22を通して圧縮空気を供給できる
ように構成されている。なお、コンプレッサー19は下
部室6内の汚水・雑排水が下水本管17に放流排水さ
れ、下部室6内部の圧力が低下すると、これを検知して
停止するようになっている。
Further, at the upper part of the lower chamber 6, when a level meter 18 for detecting the water level in the lower chamber 6 detects a predetermined water level, a compressor 19 operated is equipped with a pressure adjusting valve 20 and a second opening / closing valve 21. The compressed air is supplied to the upper space of the lower chamber 6 through the compressed air pipe 22. The compressor 19 is designed to detect and stop the sewage and miscellaneous waste water in the lower chamber 6 when it is discharged to the sewer main pipe 17 and the pressure inside the lower chamber 6 drops.

【0009】しかして、トイレ10や調理場等で発生し
た汚水・雑排水は排水管11を介して排水槽1の上部室
5に流れ込み、仕切壁4の傾斜に沿って流下し最も低位
の位置に集められ、貯留時には開放状態にある第1開閉
バルブ9を通過して下部室6に入り貯留される。上部室
5内は通気管13を介して大気圧に維持されている。下
部室6に貯留された汚水・雑排水の水位が上昇し所定レ
ベルに達すると、レベル計18がこれを検知し、第1開
閉バルブ9を閉とすることによって下部室6を密閉状態
とする。これに続いて第2開閉バルブ21を開とし、コ
ンプレッサー19を作動して下部室6の上部空間に圧力
調整弁20により圧力調整された圧縮空気を圧縮空気管
22を通して供給する。
[0009] However, sewage and miscellaneous wastewater generated in the toilet 10 and the kitchen, etc. flows into the upper chamber 5 of the drainage tank 1 through the drainage pipe 11 and flows down along the slope of the partition wall 4 at the lowest position. And is stored in the lower chamber 6 through the first opening / closing valve 9 which is in an open state during storage. The inside of the upper chamber 5 is maintained at atmospheric pressure via a ventilation pipe 13. When the water level of dirty water / miscellaneous wastewater stored in the lower chamber 6 rises and reaches a predetermined level, the level meter 18 detects this and closes the first opening / closing valve 9 to close the lower chamber 6 in a sealed state. . Following this, the second opening / closing valve 21 is opened and the compressor 19 is operated to supply compressed air whose pressure is adjusted by the pressure adjusting valve 20 to the upper space of the lower chamber 6 through the compressed air pipe 22.

【0010】この空気圧によって下部室6内の汚水・雑
排水は、下部室6の底部に接続された圧送管14中を圧
送され、下水本管17に放流排水される。下部室6内の
汚水・雑排水の排水中、下部室6の上部空間の圧力は圧
力調整弁20によって一定に保持されるので、汚水・雑
排水を安定した状態で下水本管17に放流し続けること
ができる。
Due to this air pressure, the sewage and miscellaneous wastewater in the lower chamber 6 is pressure-fed through the pressure-feeding pipe 14 connected to the bottom of the lower chamber 6, and is discharged and discharged to the sewer main pipe 17. Since the pressure in the upper space of the lower chamber 6 is kept constant by the pressure control valve 20 during the discharge of the dirty water / miscellaneous drainage in the lower chamber 6, the dirty water / miscellaneous drainage is discharged to the sewer main 17 in a stable state. I can continue.

【0011】下部室6内の汚水・雑排水の排水が終わる
と、圧縮空気が下水本管17に抜けて下部室6内の圧力
が低下するため、これを検知してコンプレッサー19が
停止し、第2開閉バルブ21が閉、第1開閉バルブ9が
開の状態に戻る。以上のサイクルを繰り返すことによっ
て、地下で発生する汚水・雑排水を順次空気圧を利用し
て下水本管17に圧送排水することができる。なお、コ
ンプレッサー19の圧力は排水槽1が設置される地下の
最下階と下水本管17の位置との高低差によって決定さ
れ、また、排水槽1の上部室5の清掃はマンホール7か
ら、又、排水槽1の下部室6の清掃は点検口8から行わ
れる。
When the drainage of sewage and miscellaneous wastewater in the lower chamber 6 is completed, compressed air escapes to the sewer main pipe 17 and the pressure in the lower chamber 6 drops, so the compressor 19 is stopped by detecting this. The second opening / closing valve 21 is closed and the first opening / closing valve 9 is returned to the open state. By repeating the above cycle, sewage and miscellaneous wastewater generated underground can be sequentially pumped and discharged to the sewer main 17 by utilizing air pressure. The pressure of the compressor 19 is determined by the height difference between the lowest floor of the basement where the drainage tank 1 is installed and the position of the sewer main 17, and the cleaning of the upper chamber 5 of the drainage tank 1 is performed from the manhole 7. The lower chamber 6 of the drainage tank 1 is cleaned through the inspection port 8.

【0012】このような空気圧送排水システムによる
と、排水槽内に水中ポンプ等の排水用機器を設置してお
らず、コンプレッサー19等排水用機器の点検や故障時
の修理の際、排水槽1内に入らずに作業をすることがで
きるので、点検、修理等の作業を容易化することができ
ると共に、作業環境の改善を図ることができる。また、
排水槽1を独立して製作・設置することができるため、
コンクリート躯体との関係で工事や設置スペースが制約
されることがなく、更に、排水槽1に余分な容積を確保
する必要がないため、排水槽1を最小限の大きさにする
ことができ、設置に対する柔軟性確保、工期の短縮、建
設コストの低減等を図ることができる。
According to such a pneumatic feed and drainage system, drainage equipment such as a submersible pump is not installed in the drainage tank, and when the drainage equipment such as the compressor 19 is inspected or repaired at the time of failure, the drainage tank 1 Since the work can be performed without going inside, the work such as inspection and repair can be facilitated, and the work environment can be improved. Also,
Since the drainage tank 1 can be manufactured and installed independently,
Construction and installation space are not restricted by the relationship with the concrete skeleton, and since it is not necessary to secure an extra volume in the drain tank 1, the drain tank 1 can be minimized in size, It is possible to secure flexibility for installation, shorten the construction period, and reduce the construction cost.

【0013】[0013]

【発明の効果】以上に説明したように、本発明に係る地
下からの汚水・雑排水の空気圧送排水システムによれ
ば、排水槽の下部室に汚水・雑排水を貯留し、これを外
部に設置されたコンプレッサーから供給される圧縮空気
によって下水本管に圧送排水するようにしているため、
コンプレッサー等排水用機器の点検、修理を容易化し、
その作業環境の改善を図ることができる。また、排水槽
をコンクリート躯体とは関係なく、独立して製作・設置
することができるため、工事や設置スペース上の制約が
なくなり、更に、排水槽を最小限の大きさにすることが
できるため、設置に対する柔軟性確保、工期の大幅短
縮、建設コストの大幅低減等を実現することができる。
As described above, according to the pneumatic feed and drainage system for underground sewage and sewage according to the present invention, the sewage and sewage is stored in the lower chamber of the drain tank and is stored outside. Since the compressed air supplied from the installed compressor is used to pump and drain the sewage main,
It facilitates inspection and repair of drainage equipment such as compressors,
The working environment can be improved. Also, because the drainage tank can be manufactured and installed independently of the concrete skeleton, there are no restrictions on construction and installation space, and the drainage tank can be minimized in size. It is possible to secure flexibility for installation, greatly shorten the construction period, and significantly reduce construction costs.

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

【図1】本発明の実施例に係る地下からの汚水・雑排水
の空気圧送排水システムの構成図である。
FIG. 1 is a configuration diagram of an air pressure delivery / drainage system for underground wastewater / miscellaneous drainage according to an embodiment of the present invention.

【図2】従来の排水槽・水中ポンプ方式の排水システム
の構成図である。
FIG. 2 is a configuration diagram of a conventional drainage tank / submersible pump type drainage system.

【符号の説明】[Explanation of symbols]

1 排水槽 2 地下最下階の床 4 仕切壁 5 上部室 6 下部室 9 第1開閉バルブ 11 排水管 14 圧送管 15 チャッキバルブ 17 下水本管 19 コンプレッサー 20 圧力調整弁 21 第2開閉バルブ 22 圧縮空気管 1 Drain tank 2 Floor on the lowest floor of basement 4 Partition wall 5 Upper chamber 6 Lower chamber 9 First opening / closing valve 11 Drain pipe 14 Pump pipe 15 Check valve 17 Sewage main pipe 19 Compressor 20 Pressure regulating valve 21 Second opening / closing valve 22 Compression Air tube

───────────────────────────────────────────────────── フロントページの続き (72)発明者 東海 豊治 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Toyoharu Tokai Moto Akasaka 1-2-7, Minato-ku, Tokyo Kashima Construction Co., Ltd.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 地下の最下階の床上に排水槽を設置し、
同排水槽の内部を仕切壁によって上部室と下部室とに仕
切り、両室を第1開閉バルブを介して連通接続すると共
に、上部室側に各部から排出される汚水・雑排水の排水
管を接続し、下部室側の底部に、汚水・雑排水を下水本
管に圧送する圧送管を、又、下部室側の上部にコンプレ
ッサーより圧縮空気を供給する圧縮空気管をそれぞれ接
続してなることを特徴とする地下からの汚水・雑排水の
空気圧送排水システム。
1. A drainage tank is installed on the bottom floor of the basement,
The interior of the drainage tank is partitioned by a partition wall into an upper chamber and a lower chamber, both chambers are connected and connected via a first opening / closing valve, and drain pipes for sewage and miscellaneous drainage discharged from each part are connected to the upper chamber side. Connected to the bottom of the lower chamber, a pressure pipe for pumping sewage and miscellaneous wastewater to the main sewer, and a compressed air pipe for supplying compressed air from a compressor to the upper part of the lower chamber. An air pressure drainage system for underground sewage and miscellaneous drainage.
【請求項2】 上記仕切壁を上部室と下部室とを連通接
続する第1開閉バルブ側へ傾斜させて設けたことを特徴
とする請求項1記載の地下からの汚水・雑排水の空気圧
送排水システム。
2. The pneumatic feed of sewage and miscellaneous drainage from underground according to claim 1, wherein the partition wall is provided so as to be inclined toward the first opening / closing valve side that connects the upper chamber and the lower chamber in communication with each other. Drainage system.
【請求項3】 上記コンプレッサーの吐出側に圧縮空気
の圧力を調整する圧力調整弁を設けたことを特徴とする
請求項1及び2記載の地下からの汚水・雑排水の空気圧
送排水システム。
3. The pneumatic feed / drainage system for underground sewage / miscellaneous drainage according to claim 1, wherein a pressure adjusting valve for adjusting the pressure of the compressed air is provided on the discharge side of the compressor.
JP19487994A 1994-07-26 1994-07-26 Pneumatic feeding and drainage system for sewage and gray water from underground Expired - Lifetime JP2787936B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19487994A JP2787936B2 (en) 1994-07-26 1994-07-26 Pneumatic feeding and drainage system for sewage and gray water from underground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19487994A JP2787936B2 (en) 1994-07-26 1994-07-26 Pneumatic feeding and drainage system for sewage and gray water from underground

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JPH0841974A true JPH0841974A (en) 1996-02-13
JP2787936B2 JP2787936B2 (en) 1998-08-20

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JP19487994A Expired - Lifetime JP2787936B2 (en) 1994-07-26 1994-07-26 Pneumatic feeding and drainage system for sewage and gray water from underground

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102926455A (en) * 2012-11-15 2013-02-13 山东华腾环保科技有限公司 Partial-vacuum closed drainage system and control method of drainage system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102926455A (en) * 2012-11-15 2013-02-13 山东华腾环保科技有限公司 Partial-vacuum closed drainage system and control method of drainage system
CN102926455B (en) * 2012-11-15 2014-06-11 山东华腾环保科技有限公司 Partial-vacuum closed drainage system and control method of drainage system

Also Published As

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