JPH03217526A - Soiled water suck-up device for building pit - Google Patents

Soiled water suck-up device for building pit

Info

Publication number
JPH03217526A
JPH03217526A JP835690A JP835690A JPH03217526A JP H03217526 A JPH03217526 A JP H03217526A JP 835690 A JP835690 A JP 835690A JP 835690 A JP835690 A JP 835690A JP H03217526 A JPH03217526 A JP H03217526A
Authority
JP
Japan
Prior art keywords
pump
sewage
building
building pit
bit
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
Application number
JP835690A
Other languages
Japanese (ja)
Inventor
Junichi Yoshiki
吉木 純一
Tatsuro Nakatsuka
中司 辰郎
Reiji Maruoka
丸岡 礼治
Takuya Yamaguchi
卓也 山口
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.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries 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 Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP835690A priority Critical patent/JPH03217526A/en
Publication of JPH03217526A publication Critical patent/JPH03217526A/en
Pending legal-status Critical Current

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  • Sewage (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 く産業上の利用分野》 この発明はビルディングの地下に設けられたビルピット
中の汚水を汲上げポンプにより汲上げて下水配管に排水
するビルピットの汚水汲上げ装置に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application This invention relates to a building pit sewage pumping device for pumping up sewage in a building pit provided underground of a building using a pump and discharging it into a sewage pipe.

〈従来の技術〉 一般にビルディングでは敷地内の地下にピットを設けて
そのビルで発生する下水その他の汚水を貯溜し、1日に
1〜数回などビット中に浸漬した水中型の汲上げポンプ
で汚水を汲上げ、ビルの敷地内からビルの外の道路沿い
敷設してある下水配管に地下管路を通じ排水する。この
場合、ビットの底部は腐敗成分が沈積して嫌気性になり
易いため、汲上げポンプでビット中の汚水を汲上げて地
中管路から下水配管に排水する汲上げポンプの起動時、
硫化水素を主体とする悪臭が地中管路に設けた汚水マス
や雨水マスから発生し、近隣の悪臭公害の元凶になる。
<Conventional technology> Generally, in buildings, a pit is set up underground on the premises to store sewage and other wastewater generated in the building, and the water is pumped once or several times a day using a submersible pump immersed in the bit. Sewage is pumped up and drained from the building premises through underground pipes to sewage pipes installed along the road outside the building. In this case, the bottom of the bit tends to become anaerobic due to the accumulation of putrid components, so when the pump starts pumping up the wastewater in the bit and draining it from the underground pipe to the sewage pipe,
Foul odors mainly composed of hydrogen sulfide are emitted from sewage and rainwater basins installed in underground pipes, and become the source of odor pollution in the neighborhood.

このため、地方公共団体では汚水マス内に発生するガス
中の硫化水素の濃度を10ppm以下、排水する汚水中
の硫化水素は2 mg/β以下などに規制しているとこ
ろもあり、その対策として従来は、■ビルピットの内部
が嫌気性にならないように常時、撹拌するか、空気を吹
込むか、 ■ビルピットの土壁に設けたマンホールから消臭剤を一
括投入する、 ことが行なわれている。
For this reason, some local governments regulate the concentration of hydrogen sulfide in the gas generated in wastewater masses to 10 ppm or less, and the hydrogen sulfide in wastewater to be drained to 2 mg/β or less. Conventionally, the following methods were used: ■Continuously stir or blow air to prevent the inside of the building pit from becoming anaerobic; ■Inject deodorizer all at once through a manhole installed in the earthen wall of the building pit. .

〈発明が解決しようとする課題〉 しかし、上記■の対策を行なうには撹拌機や、空気供給
ノズルをビットの汚水中に浸漬して置かねばならないた
め汚れ、腐蝕等が生じ、保守に非常に手数を要する。
<Problem to be solved by the invention> However, in order to take the above measure (■), the agitator and air supply nozzle must be immersed in the dirty water of the bit, which causes dirt, corrosion, etc., and is extremely difficult to maintain. It takes time.

又、■の対策の場合は、一括投入した消臭剤は先ずビッ
トの表面の腐敗が進行していないフレッシュな汚水に溶
けてしまい、無駄に消費される。
In addition, in the case of the measure (2), the deodorizing agent added all at once dissolves in fresh waste water where the surface of the bit has not yet deteriorated, and is wasted.

従って、消臭を必要とする底部の腐敗した汚水に消臭効
果を及ぼすためには非常に多量の消臭剤を投入しなけれ
ばならない。
Therefore, in order to have a deodorizing effect on the rotten sewage at the bottom that requires deodorization, a very large amount of deodorizing agent must be added.

〈課題を解決するための手段〉 そこで本発明は、ビルピット中の汚水を汲上げポンプに
より汲上げて下水配管に排水するビルピットの汚水汲上
げ装置において、 上記ビルピットの近傍に消臭剤を入れたタンクを設置す
ると共に、上記タンク中の消臭剤を吸引して前記汲上げ
ポンプの吸込口近傍に送給する薬注ポンプを設け、上記
薬注ポンプを汲上げポンプと連動させる制御手段を設け
たのである。
<Means for Solving the Problems> Therefore, the present invention provides a sewage pumping device for a building pit that uses a pump to pump up sewage in a building pit and drains it into a sewage pipe, in which a deodorizing agent is placed near the building pit. A tank is installed, and a chemical injection pump is provided for sucking the deodorizing agent in the tank and delivered to the vicinity of the suction port of the pump, and a control means is provided for interlocking the chemical injection pump with the pump. It was.

く実 施 例〉 図示の実施例において、1はビルディング、2はその敷
地内の地下に設けたビルピットであり、ビットの底部に
は水中型の汲上げポンプ3を設置し、前述したように汲
上げポンプの運転でビット中の汚水をポンプの揚水管で
地中配管4に汲上げ、この地中配管によりビルの敷地の
外の道路に沿って敷設した下水配管5に排水するように
なっている。尚、6はビット2の上壁に設けたマンホー
ル、7は汚水マス、8はビルの敷地の外に設けた雨水マ
スを示す。
Example of implementation In the illustrated example, 1 is a building, 2 is a building pit installed underground on the premises, and a submersible pump 3 is installed at the bottom of the bit to pump water as described above. When the raising pump is operated, the waste water in the bit is pumped up to the underground pipe 4 through the lift pipe of the pump, and drained from the underground pipe to the sewage pipe 5 laid along the road outside the building site. There is. In addition, 6 indicates a manhole provided on the upper wall of BIT 2, 7 indicates a sewage basin, and 8 indicates a rainwater basin provided outside the premises of the building.

ビット2の近傍には消臭剤の液を入れたタンク11と、
この実施例では薬注ポンプ12が設置してあり、薬注ポ
ンプ12の吐出口には配管13を接続し、配管13の先
端はビット2の底部に設置した前記汲上げボンプ3の吸
込口の近《に位置させてある。
Near the bit 2 is a tank 11 containing deodorant liquid,
In this embodiment, a chemical dosing pump 12 is installed, a pipe 13 is connected to the discharge port of the chemical dosing pump 12, and the tip of the pipe 13 is connected to the suction port of the pump pump 3 installed at the bottom of the bit 2. It is located nearby.

そして、薬注ポンプl2の運転を汲上げポンプの運転と
連動させるため両ポンプの配線を配電盤14に繋ぎ、配
電盤14でスイッチをONにすると両ポンプを連動運転
できるようにしてある。
In order to interlock the operation of the chemical injection pump l2 with the operation of the pumping pump, the wiring of both pumps is connected to the power distribution board 14, and when a switch is turned on at the power distribution board 14, both pumps can be operated in conjunction with each other.

これによりビット内の汚水を下水配管5に排水するため
汲上げポンプ3を運転すると、これに連動して薬注ポン
プl2も運転され、タンク11内の消臭剤の液をビット
の水中の汲上げポンプの吸込口付近に注入する。
As a result, when the pump 3 is operated to drain the waste water inside the bit to the sewage pipe 5, the chemical injection pump 12 is also operated in conjunction with this, and the deodorant liquid in the tank 11 is pumped up from the water in the bit. Inject near the suction port of the lift pump.

従って、汲上げポンプはビットの底部の消臭剤が注入さ
れた汚水を汲上げて下水配管に排水するため、地中配管
の途中に設けた汚水マスの個所での気中の硫化水素の濃
度は激減すると共に、下水配管に排水される汚水中の硫
化水素も激減する。
Therefore, since the pump pumps up the waste water injected with the deodorant from the bottom of the bit and drains it into the sewage pipe, the concentration of hydrogen sulfide in the air at the waste water tank installed in the middle of the underground pipe is At the same time, hydrogen sulfide in wastewater discharged into sewage pipes will also be drastically reduced.

消臭剤無添加の場合と、消臭剤をマンホールからビット
に一括投入した場合と、本発明により薬注ポンプでビッ
トの底部の汚水に消臭剤を注入した場合のデータは次の
通りである。測定はいずれも北川式検知管方式によって
行なった。
The data for the case where no deodorant is added, the case where the deodorant is injected into the bit from the manhole all at once, and the case where the deodorant is injected into the waste water at the bottom of the bit using the chemical dosing pump according to the present invention are as follows. be. All measurements were performed using the Kitagawa detector tube method.

ポンプ作 動状況 無 添 加 起動直後 2.5分後 5分後 括投入 起動直後 2.5分後 5分後 汚水マスの 気中硫化水素 濃度( ppm ) 2 20 200 1 80 30 1 5 l1 液中の硫 化水素 (mg/l) 測定せず 測定せず 3 ND ND ND 注    入 (本発明) 起動直後     8     ND 2.5分後     I     ND5分後  ND
    ND 尚、運転は薬注ポンプが先で、汲上げポンプはそれより
少し遅れて起動するようにすることが好ましい。
No pump operation Addition Bulk injection 2.5 minutes after startup 5 minutes after startup 2.5 minutes after startup 5 minutes after startup Hydrogen sulfide concentration in the air of the wastewater mass (ppm) 2 20 200 1 80 30 1 5 l1 In the liquid Hydrogen sulfide (mg/l) Not measured Not measured 3 ND ND ND Injection (invention) Immediately after startup 8 ND 2.5 minutes later I ND 5 minutes later ND
ND It is preferable that the chemical injection pump is started first, and the pumping pump is started a little later.

〈発明の効果〉 本発明によれば消臭剤を無駄に使用することなく発生す
る悪臭をほメ完全に無くすることができる。
<Effects of the Invention> According to the present invention, it is possible to completely eliminate the bad odor that occurs without wasting the use of deodorant.

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

図面は本発明の一実施例を示すフローシ一トで、図中、
1はビルディング、2はそのビット、3は汲上げポンプ
、5は下水配管、6はマンホール、7は汚水マス、11
は消臭剤のタンク、12は薬注ポンプを示す。
The drawing is a flow sheet showing an embodiment of the present invention, and in the drawing,
1 is the building, 2 is the bit, 3 is the pump, 5 is the sewage pipe, 6 is the manhole, 7 is the sewage mass, 11
12 indicates a deodorant tank, and 12 indicates a chemical dosing pump.

Claims (1)

【特許請求の範囲】 ビルピット中の汚水を汲上げポンプにより汲上げて下水
配管に排水するビルピットの汚水汲上げ装置において、 上記ビルピットの近傍に消臭剤を入れたタンクを設置す
ると共に、上記タンク中の消臭剤を吸引して前記汲上げ
ポンプの吸込口近傍に送給する薬注ポンプを設け、上記
薬注ポンプを汲上げポンプと連動させる制御手段を設け
たことを特徴とするビルピットの汚水汲上げ装置。
[Scope of Claims] A sewage pumping device for a building pit that uses a pump to pump up sewage from a building pit and drains it into a sewage pipe, wherein a tank containing a deodorant is installed near the building pit, and a tank containing a deodorizing agent is installed in the vicinity of the building pit. A building pit characterized by being provided with a chemical dosing pump for sucking the deodorizing agent inside and delivering it to the vicinity of the suction port of the pump, and a control means for interlocking the chemical dosing pump with the pump. Sewage pumping equipment.
JP835690A 1990-01-19 1990-01-19 Soiled water suck-up device for building pit Pending JPH03217526A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP835690A JPH03217526A (en) 1990-01-19 1990-01-19 Soiled water suck-up device for building pit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP835690A JPH03217526A (en) 1990-01-19 1990-01-19 Soiled water suck-up device for building pit

Publications (1)

Publication Number Publication Date
JPH03217526A true JPH03217526A (en) 1991-09-25

Family

ID=11690953

Family Applications (1)

Application Number Title Priority Date Filing Date
JP835690A Pending JPH03217526A (en) 1990-01-19 1990-01-19 Soiled water suck-up device for building pit

Country Status (1)

Country Link
JP (1) JPH03217526A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017018854A (en) * 2015-07-07 2017-01-26 栗田工業株式会社 How to deodorize the building pit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017018854A (en) * 2015-07-07 2017-01-26 栗田工業株式会社 How to deodorize the building pit

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