JPH0717301U - Settling tank - Google Patents

Settling tank

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Publication number
JPH0717301U
JPH0717301U JP4673193U JP4673193U JPH0717301U JP H0717301 U JPH0717301 U JP H0717301U JP 4673193 U JP4673193 U JP 4673193U JP 4673193 U JP4673193 U JP 4673193U JP H0717301 U JPH0717301 U JP H0717301U
Authority
JP
Japan
Prior art keywords
tank
bag
opening
sludge receiving
receiving bag
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
JP4673193U
Other languages
Japanese (ja)
Inventor
芳明 宮堀
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP4673193U priority Critical patent/JPH0717301U/en
Publication of JPH0717301U publication Critical patent/JPH0717301U/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】 【目的】 槽内に流入する汚濁水を汚泥受け用袋で濾過
するとともに、槽内に沈澱した沈澱物を容易に取り除く
ことができる沈澱槽を提供すること。 【構成】 槽2の内部で汚濁水を沈澱槽Aと上澄層Bに
分離させて、沈澱物を槽2内に堆積させるとともに上澄
液を槽2外に流出させるようにした沈澱槽において、汚
濁水の流入部に配置した汚泥受け用袋12と、槽2内に
位置しかつ汚泥受け用袋12を支持する袋受け体13と
を備え、さらに槽2の下部に、沈澱物の排出口を形成す
るとともにこの排出口を開閉する開閉手段を設け、槽2
の内側底部3を排出口に向けて下方に傾斜させて形成し
た構成である。
(57) [Abstract] [Purpose] To provide a settling tank capable of filtering the contaminated water flowing into the tank with a sludge receiving bag and easily removing the precipitate deposited in the tank. [Structure] In a precipitation tank in which polluted water is separated into a precipitation tank A and a supernatant layer B inside the tank 2 to deposit a precipitate in the tank 2 and to let the supernatant liquid flow out of the tank 2. A sludge receiving bag 12 arranged at the inflow portion of the polluted water, and a bag receiving body 13 that is located in the tank 2 and supports the sludge receiving bag 12 are further provided. An opening / closing means is provided for forming the outlet and opening / closing the outlet,
The inner bottom part 3 is formed by inclining downward toward the discharge port.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、例えば工業用排水,家庭用排水その他の下水処理施設等に設置され る沈澱槽に関する。 The present invention relates to a settling tank installed in, for example, industrial wastewater, domestic wastewater, and other sewage treatment facilities.

【0002】[0002]

【従来の技術】[Prior art]

沈澱槽は、例えば下水処理方式において、微細な浮遊物の除去を目的とした一 次処理や、コロイド状の固形物や溶解性有機物の除去を目的とした二次処理を行 わず、汚濁水を物理的及び化学的な処理法によって処理する場合、実際に処理を 行う下水処理施設に設置されるものであって、一般には直方体状をなし、処理を 行った後の汚濁水が流水路を通過した後、槽の内部に流入して溜まったとき、汚 濁水中の不純物,特にコロイド性ないし溶解性有機物を槽内に沈澱させ、かつこ の沈澱した沈澱物と分離した上澄液を槽の外部へ流出させるものである。 For example, in a sewage treatment system, the settling tank does not perform the primary treatment for the purpose of removing fine suspended solids and the secondary treatment for the purpose of removing colloidal solids and soluble organic substances. When treated by a physical and chemical treatment method, it is installed in a sewage treatment facility that actually treats it, and it is generally in the shape of a rectangular parallelepiped, and the polluted water after the treatment is in the running water channel. After passing, when it flows into the tank and accumulates, impurities in the polluted water, especially colloidal or soluble organic substances, are precipitated in the tank, and the supernatant liquid separated from the precipitated precipitate is taken into the tank. It is what is leaked to the outside.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかしながら、上記従来の沈澱槽には、以下のような不都合があった。すなわ ち、槽内に沈澱した沈澱物が経時に連れて堆積したとき、このような沈澱物を槽 内から取り除く必要が生じるが、上記従来の沈澱槽には槽内に堆積した沈澱物の 処理手段が考慮されておらず、したがって沈澱物を槽内から取り除くには、作業 者が槽内に入ってスコップ等で掻き出すといった方法を採っていた。これによっ て、下水処理の効率が低下し、さらに多くの人手を必要とすることからコスト高 をも引き起こしていた。 However, the above conventional settling tank has the following disadvantages. In other words, when the deposits that have settled in the tank accumulate over time, it becomes necessary to remove such precipitates from the tank. The treatment method was not taken into consideration, and therefore, in order to remove the precipitate from the tank, an operator entered the tank and scraped it off with a scoop. As a result, the efficiency of sewage treatment declined, and more manpower was required, resulting in higher costs.

【0004】 本考案は、上記の不都合を解決し得るものであって、その目的は、槽内に流入 する汚濁水を汚泥受け用袋で濾過するとともに、槽内に沈澱した沈澱物を容易に 取り除くことができる沈澱槽を提供することにある。The present invention can solve the above-mentioned inconveniences, and an object of the present invention is to filter the polluted water flowing into the tank with a sludge receiving bag and to easily remove the precipitate deposited in the tank. It is to provide a settling tank that can be removed.

【0005】[0005]

【課題を解決するための手段】 本考案の沈澱槽のうち、請求項1に記載のものは、槽の内部で汚濁水を沈澱層 と上澄層に分離させて、沈澱物を槽内に堆積させるとともに上澄液を槽外に流出 させるようにした沈澱槽において、汚濁水の流入部に配置した汚泥受け用袋と、 前記槽内に位置しかつ前記汚泥受け用袋を支持する袋受け体とを備えたことを特 徴とする。Means for Solving the Problems Among the settling tanks of the present invention, the one set forth in claim 1 separates polluted water into a settling layer and a supernatant layer inside the tank, and deposits the precipitate in the tank. In a settling tank that is designed to deposit and to let the supernatant flow out of the tank, a bag for sludge that is placed at the inflow part of polluted water, and a bag receiver that is located in the tank and supports the bag for sludge It is characterized by having a body.

【0006】 また、請求項2に記載のものは、請求項1に記載のものにおいて、前記槽の下 部に、この槽内に堆積した沈澱物の排出口を形成するとともに、この排出口を開 閉する開閉手段を設け、さらに前記槽の内側底部を、前記排出口に向けて下方に 傾斜させて形成したことを特徴とする。Further, in a second aspect of the present invention, in the first aspect of the present invention, a discharge port for deposits deposited in the tank is formed in the lower portion of the tank and the discharge port is provided. An opening / closing means for opening and closing is provided, and the inner bottom portion of the tank is formed so as to be inclined downward toward the discharge port.

【0007】[0007]

【作用】[Action]

本考案の沈澱槽のうち、請求項1に記載のものによれば、汚濁水の流入部に配 置した汚泥受け用袋と、槽内に位置して前記汚泥受け用袋を支持する袋受け体と を備えたことで、槽内に流入する汚濁水は、一旦汚泥受け用袋を介した後に前記 槽内に溜まっていく。これによって、汚濁水に含有されている不純物は、前記汚 泥受け用袋を介した時点でこの汚泥受け用袋よって受け取られ、不純物が除去さ れた後の汚濁水が槽内に溜まっていくことになり、したがって汚濁水が槽内に流 入する前に不純物を取り除くことが可能となる。また、前記汚泥受け用袋に受け 取られた不純物が一定量になったときは、その汚泥受け用袋を取り外して新たな 汚泥受け用袋を再び取り付けるようにする。この際、汚泥受け用袋は、袋受け体 に支持されているので、汚泥受け用袋が槽内を勝手に移動することがなく、また 汚泥受け用袋を取り替えるときに、その作業を容易に行うことが可能である。 According to the settling tank of the present invention according to claim 1, a sludge receiving bag disposed at an inflow portion of polluted water and a bag receiving member which is located in the tank and supports the sludge receiving bag. With the body, the contaminated water that flows into the tank will temporarily accumulate in the tank after passing through the sludge receiving bag. As a result, the impurities contained in the contaminated water are received by the sludge receiving bag when passing through the sludge receiving bag, and the polluted water after the impurities are removed is accumulated in the tank. Therefore, it becomes possible to remove impurities before the polluted water flows into the tank. When the amount of impurities received by the sludge receiving bag reaches a certain amount, the sludge receiving bag is removed and a new sludge receiving bag is attached again. At this time, since the sludge receiving bag is supported by the bag receiving body, the sludge receiving bag does not move freely in the tank, and when the sludge receiving bag is replaced, the work can be easily performed. It is possible to do.

【0008】 請求項2に記載のものによれば、槽に形成した排出口を開閉手段によって閉鎖 した状態で槽内へ汚濁水が流入すると、この汚濁水は経時に連れて槽内へ溜まっ ていく。槽内に溜まった汚濁水は、その中に含有されている砂,粘度等の微細粒 子が槽の下部に沈澱してなる沈澱層と、この沈澱層の上部の上澄液からなる上澄 層とに分離され、沈澱物は徐々に槽内に堆積していき、上澄液は槽の外部に流出 される。そして、槽内に沈澱した沈澱物が一定量になったとき、開閉手段によっ て排出口を開放すると、沈澱物は水圧及び重力の作用により、排出口に向けて下 方に傾斜した槽の底部に沿って排出口から槽の外部へ排出される。したがって、 開閉手段で排出口を開くといった簡単な作業により、短時間で簡単に槽内から沈 澱物を取り除くことが可能となり、汚濁水の処理効率を向上させ、そのコストを 軽減させることが可能となる。According to the second aspect, when the polluted water flows into the tank with the discharge port formed in the tank closed by the opening / closing means, the polluted water accumulates in the tank over time. Go. The contaminated water accumulated in the tank is a supernatant consisting of a sediment layer in which the fine particles such as sand and viscosity contained in the sediment precipitate at the bottom of the tank, and the supernatant liquid above this sediment layer. Separated into layers, the precipitate gradually accumulates in the tank, and the supernatant liquid flows out of the tank. When the amount of the sediment that has settled in the tank reaches a certain amount, the discharge port is opened by the opening / closing means, and the sediment is stored in the tank inclined downward toward the discharge port due to the action of water pressure and gravity. It is discharged from the discharge port to the outside of the tank along the bottom. Therefore, it is possible to easily remove the precipitates from the tank in a short time by a simple work such as opening the discharge port with the opening / closing means, and it is possible to improve the treatment efficiency of polluted water and reduce its cost. Becomes

【0009】[0009]

【実施例】【Example】

以下、本考案の実施例を図面を参照して詳細に説明する。 図1ないし図3は、本考案に係る沈澱槽の一実施例を示すものであって、沈澱 槽1の正面を図1に、正断面を図2に、側断面を図3に示す。 沈澱槽1の槽本体2は、底部3とその四方を囲む壁部とからなる上方に開口し た箱状体であって、槽本体2内側には仕切り壁7を配設してこの槽本体2内を第 一室2a及び第二室2bに区分けしている。また、図1で正面の壁体4下部には 、前記第一及び第二室2a,2bのそれぞれに対応して方形の排出口4aが二つ 形成され、その周縁には図示しないゴムパッキン等の密封要素が設けられている 。これらの排出口4aには、壁体4の一部として開閉扉8が同一平面内で嵌合す るようになっており、この開閉扉8と後述する鎖とによって開閉手段が構成され る。 Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. 1 to 3 show an embodiment of a precipitation tank according to the present invention. A front surface of the precipitation tank 1 is shown in FIG. 1, a front section is shown in FIG. 2 and a side section is shown in FIG. The tank main body 2 of the settling tank 1 is a box-shaped body having a bottom portion 3 and walls surrounding the four sides and having an upward opening. A partition wall 7 is provided inside the tank main body 2 and the tank main body 2 is provided. The interior of 2 is divided into a first chamber 2a and a second chamber 2b. Further, in the lower portion of the front wall 4 in FIG. 1, two rectangular outlets 4a are formed corresponding to the first and second chambers 2a and 2b, and a rubber packing or the like (not shown) is formed on the periphery thereof. A sealing element is provided. An opening / closing door 8 is fitted in the discharge port 4a as a part of the wall body 4 in the same plane, and the opening / closing door 8 and a chain to be described later constitute an opening / closing means.

【0010】 前記開閉扉8は、上縁が壁体4に枢支されて上下方向に開閉可能となっており 、かつ下縁側には外側に向けて突出したリングが設けられている。また、開閉扉 8の上方の壁体4には、鎖9の一端が固定されており、この鎖9の他端に設けた フックが前記開閉扉8に設けたリングと係合するようになっている。そして、開 閉扉8が開いた状態(図1及び図3参照)では前記リングとフックが係合して、 開閉扉8の下端側が鎖9に支持される一方、閉じた状態では図示しないボルトに よって壁体4に固定されるようになっている。また、図1及び図2で左側の壁部 5上部には、槽本体2内に溜まった上澄液を外部へ流出させる流出口5aが設け られており、さらに前記底部3は、図2及び図3にその詳細を示すように、前記 壁体4の排出口4aに向けて下方に傾斜した構造となっている。The opening / closing door 8 has an upper edge pivotally supported by the wall body 4 and can be opened and closed in the vertical direction, and a ring protruding outward is provided on the lower edge side. Further, one end of a chain 9 is fixed to the wall body 4 above the opening / closing door 8, and a hook provided on the other end of the chain 9 engages with a ring provided on the opening / closing door 8. ing. Then, when the open / close door 8 is open (see FIGS. 1 and 3), the ring and the hook are engaged, and the lower end side of the open / close door 8 is supported by the chain 9, while in the closed state, a bolt (not shown) is attached. Therefore, it is fixed to the wall body 4. 1 and 2, an outlet 5a for discharging the supernatant liquid accumulated in the tank body 2 to the outside is provided in the upper part of the left wall portion 5 and the bottom portion 3 is shown in FIG. As shown in detail in FIG. 3, the wall body 4 has a structure inclined downward toward the discharge port 4a.

【0011】 このような槽本体2の上方には、この槽本体2に向けて汚濁水を流入させるホ ース11等の管体が配設され、このホース11の先端、すなわちホース11の汚 濁水排出口には、本実施例では例えば人造繊維を多孔質の袋状に形成した汚泥受 け用袋12が取り付けられている。この汚泥受け用袋12は、その開口部が前記 ホース11の先端を包み込み、その包み込んだ部分を外側からバンド15等によ って緊締されることによって取り付けられている。したがって、ホース11を通 過して槽内へ流入する汚濁水は、一旦汚泥受け用袋12を介した後、その多孔を 通過して槽本体2内に排水されることになる。A tube body such as a hose 11 for inflowing polluted water toward the tank body 2 is disposed above the tank body 2 and the tip of the hose 11, that is, the hose 11 is polluted. In the present embodiment, for example, a sludge receiving bag 12 in which artificial fibers are formed into a porous bag shape is attached to the muddy water discharge port. The sludge receiving bag 12 is attached by wrapping the tip of the hose 11 at its opening and tightening the wrapped portion with a band 15 or the like from the outside. Therefore, the contaminated water flowing through the hose 11 into the tank is once passed through the sludge receiving bag 12 and then passes through the perforation to be drained into the tank body 2.

【0012】 前記汚泥受け用袋12は、図1及び図2で右側の壁体6に取り付けた袋受け体 13によって支持されている。この袋受け体13は、複数の筋材を網目状に形成 した上、この網目状の筋材を上方に開口した直方体状に形成したものであって、 その開口面と直交する二つの稜線に設けた取付金具13aが前記壁体6の上縁部 に係合し、これによって袋受け体13が槽本体2の内側に位置しつつ取り付けら れている。なお、この袋受け体13は、底面あるいは第一室2aに向いた面のみ を前記網目状の筋材で構成し、その他を通常の平板で構成するようにしてもよい し、全体として円柱あるいは半円柱その他の形状で構成してもよいし、また上面 には開閉可能な蓋体等を設けてもよい。The sludge receiving bag 12 is supported by a bag receiving body 13 attached to the right side wall body 6 in FIGS. 1 and 2. The bag receiving body 13 is formed by forming a plurality of braids in a mesh shape and then forming the braided braids in a rectangular parallelepiped shape that opens upward, and has two ridge lines orthogonal to the opening surface. The mounting bracket 13a provided is engaged with the upper edge portion of the wall body 6, whereby the bag receiving body 13 is mounted while being positioned inside the tank body 2. The bag receiving body 13 may be configured such that only the bottom surface or the surface facing the first chamber 2a is made of the mesh-like stiffener, and the other is made of an ordinary flat plate, or is formed as a column or as a whole. It may be formed in a semi-cylindrical shape or the like, or may have an openable / closable lid or the like on the upper surface.

【0013】 次に、上記のような構成を有する沈澱槽1の作用について説明する。 先ず、沈澱槽1を、開閉扉8が閉じてボルトによってこの開閉扉8を壁体4に 固定した状態としておき、ホース11を流れた汚濁水を槽本体2内へ流入させる 。このとき、汚濁水には、砂,粘度等の微細粒子及びその他浮遊物等の不純物が 含有されており、このような不純物のうち、比較的粗いものは、汚泥受け用袋1 2を介した時点でこの汚泥受け用袋12に受け取られ、また粗い不純物を除いた 汚濁水は、汚泥受け用袋12の多孔を通過して槽本体2の第一室2a内に経時に 連れて溜まっていく。Next, the operation of the settling tank 1 having the above structure will be described. First, the settling tank 1 is set in a state in which the opening / closing door 8 is closed and the opening / closing door 8 is fixed to the wall body 4 by bolts, and the polluted water flowing through the hose 11 is allowed to flow into the tank body 2. At this time, the polluted water contains impurities such as sand, fine particles such as viscosity, and other suspended matters, and among these impurities, those that are relatively coarse pass through the sludge receiving bag 12. At this point, the contaminated water, which has been received by the sludge receiving bag 12 and has removed the coarse impurities, passes through the perforations of the sludge receiving bag 12 and accumulates in the first chamber 2a of the tank body 2 over time. .

【0014】 第一室2a内に満ちた汚濁水は、仕切り壁7を乗り越えて第二室2b内へと流 れ、経時に連れて溜まっていく。そして、第一及び第二室2a,2b内に溜まっ た汚濁水は、その中に含有されている砂,粘度等の微細粒子が槽の下部に沈澱し てなる沈澱層Aと、この沈澱層Aの上部の上澄液からなる上澄層Bとに分離し、 沈澱物は徐々に第一及び第二室2a,2b内に堆積していく一方、上澄液は流出 口5aから槽本体2の外部に流出していく。The polluted water filled in the first chamber 2a flows over the partition wall 7 into the second chamber 2b, and accumulates with the passage of time. The polluted water accumulated in the first and second chambers 2a and 2b is a sediment layer A in which fine particles such as sand and viscosity contained therein are deposited in the lower part of the tank, and the sediment layer. The supernatant is separated into a supernatant layer B consisting of a supernatant liquid, and the precipitate is gradually deposited in the first and second chambers 2a and 2b, while the supernatant liquid is discharged from the outlet port 5a to the tank body. It leaks to the outside of 2.

【0015】 この後、槽本体2内に沈澱した沈澱物が一定量堆積した場合は、前記ボルトを 外して開閉扉8を開き、開閉扉8のリングと鎖9のフックとを係合させて鎖9に 開閉扉8を支持させる。この開閉扉8の開放によって、槽本体2内に沈澱してい た沈澱物は、汚濁水の水圧及び重力の作用によって、底部3の傾斜に沿って下方 へ向けて流れようとし、したがって沈澱物は、槽本体2の排出口4aから外部へ 向けて排出されることになり、この排出された沈澱物を槽本体2の外部において 例えば受け皿等に収容し、廃棄すればよい。After that, when a certain amount of the sediment that has settled in the tank body 2 is accumulated, the bolt is removed and the opening / closing door 8 is opened to engage the ring of the opening / closing door 8 with the hook of the chain 9. The chain 9 supports the opening / closing door 8. Due to the opening of the opening / closing door 8, the sediment that has settled in the tank body 2 tends to flow downward along the inclination of the bottom portion 3 due to the action of the water pressure and gravity of the polluted water, so that the sediment is not formed. That is, it is discharged from the discharge port 4a of the tank body 2 to the outside, and the discharged precipitate may be stored in, for example, a saucer outside the tank body 2 and discarded.

【0016】 一方、前記汚泥受け用袋12に受け取られた不純物が一定量溜まった場合は、 汚泥受け用袋12とホース11とを緊締していたバンド15を外して汚泥受け用 袋12を取り外し、新たな汚泥受け用袋を再び取り付けるようにする。この際、 汚泥受け用袋12は袋受け体13に支持されているので、不純物を含む汚泥受け 用袋12の重量は全て袋受け体13にかかり、また汚泥受け用袋12が槽本体2 の開口端に位置しているので、汚泥受け用袋12の取り替え作業は特別な手間が なく容易に行うことができる。On the other hand, when a certain amount of impurities received in the sludge receiving bag 12 is accumulated, the band 15 that fastens the sludge receiving bag 12 and the hose 11 is removed, and the sludge receiving bag 12 is removed. , Reinstall a new sludge bag. At this time, since the sludge receiving bag 12 is supported by the bag receiving body 13, all the weight of the sludge receiving bag 12 containing impurities is applied to the bag receiving body 13, and the sludge receiving bag 12 is stored in the tank body 2. Since it is located at the open end, the replacement work of the sludge receiving bag 12 can be easily performed without any special effort.

【0017】 このように、汚濁水に含有されている不純物は、汚濁水が槽内に流入する際に 汚泥受け用袋12によって受け取られるとともに、この汚泥受け用袋12の多孔 を通過した微細なものは槽本体2の第一及び第二室2a,2bに沈澱して排出口 4aから取り出されるので、この不純物を短時間で簡単に取り除くことが可能と なり、汚濁水の処理効率を向上させ、そのコストを軽減させることができる。As described above, the impurities contained in the contaminated water are received by the sludge receiving bag 12 when the contaminated water flows into the tank, and the fine particles that have passed through the pores of the sludge receiving bag 12 are contained. Since the substance settles in the first and second chambers 2a and 2b of the tank body 2 and is taken out from the discharge port 4a, it is possible to easily remove this impurity in a short time and improve the treatment efficiency of polluted water. , Its cost can be reduced.

【0018】 なお、本実施例において、汚泥受け用袋12はホース11の先端にバンド15 によって取り付けるものとしたが、このような例に限らず、例えば単に布状をな す汚泥受け用袋によって袋受け体13の内面を覆い、この袋受け体13の内側に 向けて汚濁水を流入させるようにしてもよく、この場合に不純物が一定量溜まっ たら、布状の汚泥受け用袋の端部を把持することによって取り替えると、袋状の 汚泥受け用袋12と同様の効果を得ることができる。In this embodiment, the sludge receiving bag 12 is attached to the tip of the hose 11 with the band 15. However, the present invention is not limited to this example, and the sludge receiving bag 12 may be a cloth-like bag. The inner surface of the bag receiving body 13 may be covered so that the contaminated water may flow toward the inside of the bag receiving body 13. In this case, if a certain amount of impurities are accumulated, the end of the cloth-like sludge receiving bag is When the bag is replaced by grasping it, the same effect as the bag-shaped sludge receiving bag 12 can be obtained.

【0019】[0019]

【考案の効果】[Effect of device]

以上の説明から明らかなように、本考案の沈澱槽によれば、以下の効果を得る ことができる。 請求項1に記載のものによれば、汚濁水の流入部に配置した汚泥受け用袋と、 槽内に位置して前記汚泥受け用袋を支持する袋受け体とを備えたことで、槽内に 流入する汚濁水は、一旦汚泥受け用袋を介した後に槽内へ溜まっていくことにな り、したがって、汚濁水が槽内に流入する前に、この汚濁水に含有された不純物 を取り除くことができ、汚濁水の処理効率を向上させ、そのコストを軽減させる ことができる。また、汚泥受け用袋は、袋受け体に支持されているので、汚泥受 け用袋が槽内を勝手に移動することがなく、汚泥受け用袋の取り替え作業を容易 に行うことができる。 As is clear from the above description, according to the settling tank of the present invention, the following effects can be obtained. According to the first aspect, the tank is provided with the sludge receiving bag arranged at the inflow portion of the polluted water, and the bag receiving body that is located inside the tank and supports the sludge receiving bag. The polluted water that flows into the tank will temporarily accumulate in the tank after passing through the sludge receiving bag.Therefore, before the polluted water flows into the tank, impurities contained in the polluted water will be removed. It can be removed to improve the treatment efficiency of polluted water and reduce its cost. Moreover, since the sludge receiving bag is supported by the bag receiving body, the sludge receiving bag does not move in the tank without permission, and the sludge receiving bag can be easily replaced.

【0020】 請求項2に記載のものによれば、槽内に堆積した沈澱物を、開閉手段で排出口 を開くといった簡単な作業により槽内から取り除くことができ、汚濁水の処理効 率を向上させ、そのコストを軽減させることができる。According to the second aspect of the present invention, the deposit accumulated in the tank can be removed from the tank by a simple operation such as opening the discharge port by the opening / closing means, and the treatment efficiency of the polluted water can be improved. It can be improved and its cost can be reduced.

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

【図1】本考案に係る沈澱槽の正面図である。FIG. 1 is a front view of a settling tank according to the present invention.

【図2】図1の正断面図である。FIG. 2 is a front sectional view of FIG.

【図3】図1の側断面図である。FIG. 3 is a side sectional view of FIG.

【符号の説明】[Explanation of symbols]

1 沈澱槽 2 槽本体 3 槽の底部 4a 排出口 8 開閉扉(開閉手段) 9 鎖(開閉手段) 11 ホース 12 汚泥受け用袋 13 袋受け体 A 沈澱層 B 上澄層 1 settling tank 2 tank body 3 bottom of tank 4a discharge port 8 opening / closing door (opening / closing means) 9 chain (opening / closing means) 11 hose 12 sludge receiving bag 13 bag receiving body A sedimentation layer B supernatant layer

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 槽の内部で汚濁水を沈澱層と上澄層に分
離させて、沈澱物を槽内に堆積させるとともに上澄液を
槽外に流出させるようにした沈澱槽において、汚濁水の
流入部に配置した汚泥受け用袋と、前記槽内に位置しか
つ前記汚泥受け用袋を支持する袋受け体とを備えたこと
を特徴とする沈澱槽。
1. A polluted water in a settling tank, wherein polluted water is separated into a settling layer and a supernatant layer inside the tank, the precipitate is deposited in the tank, and the supernatant is allowed to flow out of the tank. A sedimentation tank, comprising: a sludge receiving bag disposed at an inflow portion of the container, and a bag receiving body located in the tank and supporting the sludge receiving bag.
【請求項2】 前記槽の下部に、この槽内に堆積した沈
澱物の排出口を形成するとともに、この排出口を開閉す
る開閉手段を設け、さらに前記槽の内側底部を、前記排
出口に向けて下方に傾斜させて形成したことを特徴とす
る請求項1に記載の沈澱槽。
2. A discharge port for deposits deposited in the tank is provided in the lower part of the tank, and an opening / closing means for opening / closing the discharge port is provided, and an inner bottom portion of the tank is connected to the discharge port. The precipitation tank according to claim 1, wherein the precipitation tank is formed so as to be inclined downward.
JP4673193U 1993-08-27 1993-08-27 Settling tank Pending JPH0717301U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4673193U JPH0717301U (en) 1993-08-27 1993-08-27 Settling tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4673193U JPH0717301U (en) 1993-08-27 1993-08-27 Settling tank

Publications (1)

Publication Number Publication Date
JPH0717301U true JPH0717301U (en) 1995-03-28

Family

ID=12755484

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4673193U Pending JPH0717301U (en) 1993-08-27 1993-08-27 Settling tank

Country Status (1)

Country Link
JP (1) JPH0717301U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012061426A (en) * 2010-09-16 2012-03-29 Nippon Solid Co Ltd Method of treating raw water
JP2015208709A (en) * 2014-04-25 2015-11-24 日本工営株式会社 Vertical sand sedimentation pond

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012061426A (en) * 2010-09-16 2012-03-29 Nippon Solid Co Ltd Method of treating raw water
JP2015208709A (en) * 2014-04-25 2015-11-24 日本工営株式会社 Vertical sand sedimentation pond

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