JP4803818B2 - Sedimentation treatment equipment and sedimentation treatment method - Google Patents

Sedimentation treatment equipment and sedimentation treatment method Download PDF

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JP4803818B2
JP4803818B2 JP2007003522A JP2007003522A JP4803818B2 JP 4803818 B2 JP4803818 B2 JP 4803818B2 JP 2007003522 A JP2007003522 A JP 2007003522A JP 2007003522 A JP2007003522 A JP 2007003522A JP 4803818 B2 JP4803818 B2 JP 4803818B2
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sand settling
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研吾 岸
三雄 山田
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Takuma KK
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Description

本発明は沈砂処理設備と沈砂処理方法に関し、詳しくは、被処理物を受入可能になっていると共に周囲を傾斜壁にて形成された最底部を有する沈砂槽と、この沈砂槽に吸込口が沈砂槽の最底部に対向するように近接・配置される揚砂管と、この揚砂管から吸い上げられた被処理物から派生した堆積物を洗浄する洗浄タンクと、この洗浄タンクの下流側にあって前記揚砂管から堆積物を前記洗浄タンクに吸引・移送する真空ポンプとを備える沈砂処理設備と沈砂処理方法に関する。   The present invention relates to a sand settling facility and a sand settling method, and more specifically, a sand settling tank that is capable of receiving an object to be processed and has a bottom part formed by an inclined wall around the sand settling tank, and a suction port in the sand settling tank. A sand pipe that is placed close to the bottom of the sand settling tank, a washing tank that cleans deposits derived from the material sucked up from the sand pipe, and a downstream side of the washing tank The present invention relates to a sand settling treatment facility and a sand settling treatment method including a vacuum pump for sucking and transferring deposits from the sandpipe to the washing tank.

し尿処理施設は、送られてきたし尿を処理して清浄な水として排水するが、し尿中には、砂等が含まれており、予め砂などの沈殿性固体物を除去する沈砂槽などからなる沈砂処理設備を設けている。沈砂槽によって固体物を除去した後のし尿を、更に受入槽に送給して処理する。その場合、沈砂槽を用いて沈降沈殿した堆積物は、沈砂槽外に配置したタンクに吸い上げて、これを別途処理する方式が一般的に採用されている(例えば、特許文献1)。   The human waste processing facility processes the sent human waste and drains it as clean water. The human waste contains sand and the like, and it is removed from a sand settling tank that removes sedimentary solids such as sand in advance. It has a sedimentation treatment facility. The human waste after the solid matter is removed by the sand settling tank is further fed to the receiving tank for processing. In that case, a method is generally adopted in which the sediment that has settled and settled using a sand basin is sucked into a tank disposed outside the sand basin and is separately treated (for example, Patent Document 1).

搬入し尿などを投入する投入口20aを上部に有する沈砂槽20に沈降・沈殿した堆積物Sを槽外の洗浄タンクに吸い上げる方法として、図2に示すように、沈砂槽20に設置した揚砂管2から、真空ポンプPを用いて吸引する方法が多用されている。そして、揚砂管2と真空ポンプPとの間には、洗浄タンク30、気液分離器4を配置し、揚砂管2から吸引した沈砂を洗浄するため、洗浄タンク30に固体物を送り込む。このような沈砂槽設備は、通常、1回/毎日〜毎週の割合で、定期的にバッチ運転されており、一定量の沈砂汚物を沈砂槽の底部から吸い上げて、洗浄タンクに送給し、洗浄タンクが満杯になると、吸い上げ工程を完了するようにしている。   As a method of sucking up the sediment S that has settled and settled in the sand settling tank 20 having an input port 20a for carrying in urine and the like into the washing tank outside the tank, as shown in FIG. A method of sucking from the tube 2 using the vacuum pump P is frequently used. A washing tank 30 and a gas-liquid separator 4 are arranged between the sand raising pipe 2 and the vacuum pump P, and a solid material is sent into the washing tank 30 in order to wash the sand settling from the sand raising pipe 2. . Such a sand basin equipment is normally batch-operated at a rate of once / daily to weekly, sucking up a certain amount of sand sewage from the bottom of the sand basin and feeding it to the washing tank, When the washing tank is full, the sucking process is completed.

しかし、堆積物Sを吸引除去する際、揚砂管2の先端周辺からは効率良く吸引できるものの、揚砂管2の先端から離れた位置にある堆積物Sに対しては、効率よく吸引することができず、吸引されずに沈砂槽の底部に堆積物Sが残存することは避けられない。   However, when the deposit S is removed by suction, it can be efficiently sucked from the vicinity of the tip of the sandpipe 2 but the deposit S located at a position away from the tip of the sandpipe 2 is efficiently sucked. Therefore, it is inevitable that the deposit S remains at the bottom of the sand settling tank without being sucked.

そこで、沈砂槽20内に、圧力水管5から圧力水を噴出させたり、圧縮空気導入管6から圧縮空気を導入・噴出させたりして、堆積物Sを揚砂管2の周辺に集める試みがなされた。しかし、この方法も圧力水管5や圧縮空気導入管6の近くの堆積物を移動させることができるだけで、堆積物の残存を確実になくすことはできなかった。   Therefore, an attempt is made to collect the sediment S around the sand-carrying pipe 2 by ejecting pressure water from the pressure water pipe 5 into the sand settling tank 20 or introducing / jetting compressed air from the compressed air introduction pipe 6. Was made. However, this method can only move the deposits near the pressure water pipe 5 and the compressed air introduction pipe 6 and cannot reliably remove the deposits.

更に、図2に示すように、圧力水管5や圧縮空気導入管6を設けると共に、揚砂管2の近傍に向けて、沈砂槽の底部を傾斜底20bにすることにより、堆積物の自重を利用して集める試みがなされている。   Further, as shown in FIG. 2, the pressure water pipe 5 and the compressed air introduction pipe 6 are provided, and the bottom of the sand settling tank is made the inclined bottom 20b toward the vicinity of the sand raising pipe 2, thereby reducing the weight of the sediment. Attempts have been made to collect using it.

特開平8−38811号公報JP-A-8-38811

しかしながら、上記従来技術では、し渣などの夾雑物や汚物などが付着して流動性が低くなっている堆積物Sに対して、容易に堆積物Sを揚砂管2の周辺に集めることは容易でない。なぜなら、一旦沈殿した堆積物は相互に固着しブリッジを作り易く、従って、底部の沈砂を部分的に吸い取っても、上部の堆積物が連鎖的に底部に落下することはなく、堆積物残存の問題を解消することはできなかった。   However, in the above-described prior art, it is not easy to collect the deposit S around the sandpipe 2 with respect to the deposit S having low fluidity due to adhering foreign matter such as residue and dirt. Not easy. This is because sediments once settled easily adhere to each other and form a bridge. Therefore, even if the sediment at the bottom is partially sucked, the sediment at the top does not fall to the bottom in a chain, and the remaining sediment remains. The problem could not be solved.

又、沈砂槽底部の全面にわたって圧力水などの吹き出し口を設けて、堆積物を吹き上げる方法も考えられたが、沈砂槽底部に多数の突起が形成されることから、これら突起物に堆積物が付着・残存する原因となったり、送給する加圧水や圧縮空気の量が膨大となったりするという問題が生じて、実用的となり得るものではない。   In addition, there has been considered a method of blowing up deposits by providing an outlet for pressure water or the like over the entire bottom surface of the sand basin tank, but since a large number of protrusions are formed at the bottom of the sand basin tank, Problems such as sticking / remaining causes or a large amount of pressurized water or compressed air to be fed arise, which may not be practical.

更に、沈砂槽の底部をすり鉢形にして、沈砂槽内部の全ての堆積物を底部に集めることも考えられたが、逆に堆積物が圧密されて、揚砂管2による吸い上げが困難になるという問題が生じたり、必要容量を確保するために沈砂層の深さがかなりの深さになったりするという問題があり、到底実用的とはなり得ない。   Furthermore, it was considered that the bottom of the sand basin was formed into a mortar shape, and all the deposits inside the sand basin were collected at the bottom, but conversely, the sediments were consolidated, making it difficult to suck up by the sandpipe 2. There arises a problem that the sedimentation layer becomes considerably deep in order to secure the necessary capacity, and it cannot be practical at all.

更に又、掻き寄せ機を沈砂槽に設置する方法も考えられるが、沈砂槽内部の夾雑物が絡み付いて洗浄し難く、堆積物が残存することになる上、装置全体が大掛かりとなり、処理コストの高騰を招くという問題がある。堆積物の吸い出しを、サンドポンプを用いて行う場合も同様の堆積物の残存の問題が生じる。   Furthermore, a method of installing a scraper in the sand settling tank is also conceivable, but it is difficult to wash the dirt inside the settling tank and the deposit remains, and the entire apparatus becomes large, which increases the processing cost. There is the problem of incurring soaring. The same problem of remaining deposits also occurs when the deposits are sucked out using a sand pump.

沈砂槽内の堆積物の残存は、堆積物の吸い上げを一層困難にするだけでなく、新たに沈砂の固着堆積を誘発させるという悪循環の原因となる。その結果、沈砂処理設備の稼働を進めてゆく内に、徐々に堆積物量が増大し、沈砂槽自体の容量不足をもたらすか、あるいは極度に不衛生な状態をもたらす等の問題を生じさせていた。   The remaining sediment in the sand settling tank not only makes it difficult to suck up the deposit, but also causes a vicious circle that induces new sedimentation of the settling sand. As a result, the amount of sediment gradually increased while the operation of the sand settling facility proceeded, causing problems such as insufficient capacity of the sand settling tank itself or extremely unsanitary conditions. .

そのため、従来は、人手による沈砂槽内の定期的な清掃(浚渫)を余儀無くさせられていたが、このような作業は環境上、極めて不衛生であり、沈砂槽内の残存物をなくして、人手を煩わさない沈砂処理技術の確立が強く望まれている。   For this reason, in the past, manual cleaning of the sand settling basin has been forced, but such operations are extremely unsanitary in terms of environment, and there is no residue in the sand settling basin. Therefore, it is strongly desired to establish a sedimentation processing technique that does not bother manpower.

そこで、本発明の目的は、上記従来技術の問題点に鑑みて、格別大掛かりな装置を用いることなく、沈砂槽中の堆積物を確実に洗浄装置に送給し、沈砂槽内の残存物をなくすことを可能にする沈砂処理設備とこれを用いた沈砂処理方法を提供することにある。   Therefore, in view of the above-mentioned problems of the prior art, the object of the present invention is to reliably feed the deposits in the sand settling tank to the cleaning apparatus without using a large-scale apparatus, and to remove the residue in the sand settling tank. An object of the present invention is to provide a sand settling treatment facility and a sand settling method using the same.

上記課題は、各請求項記載の発明により達成される。すなわち、本発明に係る沈砂処理設備の特徴構成は、被処理物を受入可能になっていると共に周囲を傾斜壁にて形成された最底部を有する沈砂槽と、この沈砂槽に投入され吸込口が沈砂槽の最底部に対向するように近接・配置される揚砂管と、この揚砂管から吸い上げられた被処理物から派生した堆積物を洗浄する洗浄タンクと、この洗浄タンクの下流側にあって前記揚砂管から堆積物を前記洗浄タンクに吸引・移送する真空ポンプとを備える沈砂処理設備において、前記沈砂槽が、その傾斜壁に対して上部より底部に向けて圧力水を噴射する噴射手段を備えており、前記洗浄タンクが、洗浄タンク内の上澄み液を排出する上澄み液排出手段を有すると共に底部に向けて先窄まり状になったコーン部を有していて、このコーン部の先端近傍に固形物を排出する固形物排出口を有していることにある。   The above-mentioned subject is achieved by the invention described in each claim. That is, the characteristic configuration of the sand settling facility according to the present invention includes a sand settling tank that is capable of receiving an object to be processed and has a bottom part formed by an inclined wall around the sand settling tank, and a suction port that is charged into the sand settling tank. Is located near and placed so as to face the bottom of the sand settling tank, a washing tank for washing deposits derived from the workpiece sucked up from the sand raising pipe, and a downstream side of the washing tank And a vacuum pump for sucking and transferring deposits from the sandpipe to the washing tank, wherein the sand settling tank injects pressure water from the top to the bottom with respect to the inclined wall. The cleaning tank has a supernatant liquid discharging means for discharging the supernatant liquid in the cleaning tank and has a cone portion tapered toward the bottom. Near the tip of the section In that it has a solids discharge outlet for discharging the shape thereof.

この構成によれば、排出手段により洗浄タンクの上澄み液が順次排出されるので、洗浄タンクより容量の大きい沈砂槽が空になるまで繰り返すことにより、
沈砂槽の水位を低下させる共に、水位の低下した沈砂槽の傾斜壁に付着したり底部に堆積したりしている堆積物に対して、圧力水の噴射手段により圧力水を強力に噴射することができ、そのため傾斜壁の堆積物は剥離され、堆積物は確実にほぐされて、揚砂管による堆積物の吸い上げを容易かつ効率的なものとし、沈砂槽内の堆積物の略全量を下流側の洗浄タンクに移送できて、沈砂槽内の堆積物の残存をなくすことかできる。
According to this configuration, since the supernatant of the cleaning tank is sequentially discharged by the discharging means, by repeating until the sand settling tank having a larger capacity than the cleaning tank becomes empty,
The water level of the sand basin is lowered, and pressure water is strongly jetted by the pressure water jetting means against the deposits adhering to the sloping wall of the sand basin where the water level is lowered or depositing on the bottom. Therefore, the sediment on the sloped wall is peeled off and the sediment is surely loosened, making it easy and efficient to suck up the sediment by the sandpipe, and to remove almost the entire amount of sediment in the sand settling tank downstream. It can be transferred to the washing tank on the side and the deposits in the sand settling tank can be eliminated.

その結果、格別大掛かりな装置を用いることなく、沈砂槽中の堆積物を確実に次工程に送給し、沈砂槽内の残存物をなくすことを可能にする沈砂処理設備を提供することができた。   As a result, it is possible to provide a sand settling facility that makes it possible to reliably feed the sediment in the sand settling tank to the next process without using any particularly large-scale equipment and to eliminate the residue in the settling tank. It was.

前記噴射手段が、自動開閉可能な電磁弁を備える複数個から構成されていて、それら電磁弁の開閉を順次行うことが可能になっていることが好ましい。   It is preferable that the injection unit includes a plurality of solenoid valves that can automatically open and close, and that the solenoid valves can be sequentially opened and closed.

この構成によれば、噴射手段から噴射される圧力水の元圧低下を生じさせることなく強力な噴射を可能にし、効率的な噴射を実現できる。   According to this configuration, powerful injection can be performed without causing a decrease in the original pressure of the pressure water injected from the injection means, and efficient injection can be realized.

前記噴射手段が、噴射角度を変更可能かつ角度調節が容易な噴射ノズルであると共に、前記揚砂管の先端近傍に圧縮空気を導入する圧縮空気導入手段を有していて、この圧縮空気導入手段より導入された圧縮空気と前記噴射手段から噴射された圧力水との協働作用により、前記沈砂槽内の堆積物をほぐすようにしていることが好ましい。   The injection means is an injection nozzle that can change the injection angle and easily adjust the angle, and has compressed air introduction means for introducing compressed air in the vicinity of the tip of the sand raising pipe, and this compressed air introduction means It is preferable that the sediment in the sand settling tank is loosened by the cooperative action of the compressed air introduced more and the pressure water jetted from the jetting means.

この構成によれば、沈砂槽の傾斜壁の全面にわたり、確実かつ効果的に圧力水を噴射できて、傾斜壁に付着した堆積物を効率よく剥離させることができると共に、圧縮空気を導入することにより、剥離を促進すると共に剥離した堆積物を効果的にほぐすことができ、揚砂管によって堆積物を洗浄タンクに向けて一層確実に移送することができる。   According to this configuration, the pressure water can be reliably and effectively sprayed over the entire surface of the inclined wall of the sand settling tank, the deposit attached to the inclined wall can be efficiently separated, and the compressed air is introduced. Accordingly, the peeling can be promoted and the separated deposit can be effectively loosened, and the deposit can be more reliably transferred to the cleaning tank by the sand raising pipe.

また、本発明に係る沈砂処理方法の特徴構成は、周囲を傾斜壁にて形成され最底部を有する沈砂槽に被処理物を投入し、前記沈砂槽の最底部に対向するように近接・配置される揚砂管により前記沈砂層内の被処理物から派生した堆積物を吸い上げ、前記揚砂管から吸い上げられた堆積物を洗浄タンクに送給して洗浄する沈砂処理方法において、吸い上げられ送給された堆積物を前記洗浄タンク内で静置・沈降させ、分離した上澄み液を、上澄み液排出配管を通して排出し、上澄み液を排出された前記洗浄タンク内の水位の低下に伴い、さらに前記沈砂槽から堆積物の吸い上げ作業を繰り返すと共に、前記沈砂槽内に配置した噴射手段により、水位の低下した前記沈砂槽の傾斜壁に対して上部より底部に向けて圧力水を噴射し、前記傾斜壁に付着した堆積物を剥離すると共にほぐし、剥離しほぐされた堆積物を前記揚砂管から順次吸い上げて前記洗浄タンクに送給することにある。   In addition, the characteristic configuration of the sand settling method according to the present invention is that the object to be processed is placed in a sand settling tank which is formed by an inclined wall and has a bottom part, and is placed close to the bottom part of the sand settling tank. In the sand settling method, the sediment derived from the object to be treated in the sand settling layer is sucked up by the sand raising pipe, and the sediment sucked up from the sand raising pipe is sent to the washing tank for cleaning. The supplied sediment is allowed to stand and settle in the washing tank, and the separated supernatant liquid is discharged through a supernatant liquid discharge pipe, and as the water level in the washing tank from which the supernatant liquid has been discharged is further lowered, Repeatedly sucking up the sediment from the sand settling tank, and spraying the pressure water from the top toward the bottom with respect to the inclined wall of the sand settling tank having a lowered water level by the jetting means arranged in the sand settling tank. On the wall Sediments detangling while peeling, is exfoliated loosened sediment to be delivered to the washing tank successively sucked from the lift sand tube.

この構成によれば、格別大掛かりな装置を用いることなく、沈砂槽中の堆積物を確実に次工程に送給し、沈砂槽内の残存物をなくすことを可能にする沈砂処理方法を提供することができる。   According to this configuration, there is provided a sand settling method that makes it possible to reliably feed deposits in a sand settling tank to the next step without using a particularly large-scale apparatus and to eliminate the residue in the settling tank. be able to.

前記噴射手段が、自動開閉可能な電磁弁を備える複数個から構成されていて、それら電磁弁の開閉を順次行うことが好ましい。   It is preferable that the injection unit includes a plurality of electromagnetic valves that can be automatically opened and closed and sequentially opens and closes the electromagnetic valves.

この構成によれば、噴射手段から噴射される圧力水の元圧低下を生じさせることなく、強力で効率的な噴射を行うことができる。   According to this configuration, powerful and efficient injection can be performed without causing a decrease in the original pressure of the pressure water injected from the injection means.

前記噴射手段が、噴射角度を変更可能かつ角度調節が容易な噴射ノズルであると共に、前記揚砂管の先端近傍に圧縮空気を導入可能になっており、この導入された圧縮空気と前記噴射手段から噴射された圧力水との協働作用により、前記沈砂槽内の堆積物をほぐすことが好ましい。   The injection means is an injection nozzle that can change the injection angle and easily adjust the angle, and is capable of introducing compressed air in the vicinity of the tip of the sandpipe, and the introduced compressed air and the injection means It is preferable to loosen the deposits in the sand settling tank by a cooperative action with the pressure water jetted from.

この構成によれば、剥離を促進すると共に剥離した堆積物を効果的にほぐすことができ、揚砂管によって堆積物を洗浄タンクに向けて一層確実に移送することができる。   According to this configuration, the peeling can be promoted and the separated deposit can be effectively loosened, and the deposit can be more reliably transferred to the cleaning tank by the sand raising pipe.

前記洗浄タンク内の圧力を検知する圧力スイッチを設け、この圧力スイッチの検知結果により、前記沈砂槽からの堆積物の吸い込みを制御することが好ましい。   It is preferable to provide a pressure switch for detecting the pressure in the cleaning tank, and to control the suction of sediment from the sand settling tank based on the detection result of the pressure switch.

この構成によれば、効率のよい沈砂槽からの堆積物の吸い込みを行うことができる。   According to this structure, the suction of the sediment from an efficient sand settling tank can be performed.

本発明の実施形態を、図面を参照して詳細に説明する。図1は、本実施形態に係る沈砂処理設備の概略全体断面構成を示す。   Embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 shows a schematic overall cross-sectional configuration of the sand sedimentation processing facility according to the present embodiment.

この沈砂処理設備は、被処理物である搬入されたし尿などを受け入れる受入口(図示略)を有する沈砂槽1と、この沈砂槽1に隣接して設けられ、沈砂槽1から固体物を除去した後のし尿を送給されて処理するための受入槽10と、沈砂槽1に沈降・沈殿した堆積物Sを槽外の洗浄タンク3に吸引して送給する真空ポンプPと、沈砂槽1と真空ポンプPとの間に設けられた洗浄タンク3と気液分離器4などとから構成されており、沈砂槽1に設置された揚砂管2から堆積物Sを洗浄タンク3に送り込む点は従来技術と同様である。   The sand settling facility is provided with a sand settling tank 1 having a receiving port (not shown) for receiving the treated human waste and the like, and is disposed adjacent to the sand settling tank 1 to remove solid matter from the sand settling tank 1. A receiving tank 10 for feeding and processing the human waste after processing, a vacuum pump P for sucking and feeding the sediment S settled and settled in the sand settling tank 1 to the washing tank 3 outside the tank, and a sand settling tank 1 and a vacuum pump P, and a gas-liquid separator 4 and the like. The sediment S is fed into the washing tank 3 from a sand raising pipe 2 installed in the sand settling tank 1. The point is the same as in the prior art.

この沈砂処理設備は、下記(1),(2)の構成を備える特徴を有する。   This sand settling facility has the following features (1) and (2).

(1)この沈砂槽1は、平面視で略四角形をしていて、図1に示すように、その内部の中心部が低くなるように4周を傾斜壁1aにて形成した先窄まり状になっており、揚砂管2の吸込口2a先端が沈砂槽1内の中心部の最底部1bに対向するように近接して配置されている。もっとも、沈砂槽は円筒形をしていてもよく、最底部1bも、必ずしも沈砂槽1内の中心部にある必要はない。   (1) The sand settling tank 1 has a substantially quadrangular shape in a plan view, and as shown in FIG. 1, has a tapered shape in which four rounds are formed by inclined walls 1a so that the central part of the inside is lowered. The tip of the suction port 2a of the sand raising pipe 2 is disposed so as to be opposed to the bottommost portion 1b of the central portion in the sand settling tank 1. However, the sand settling tank may have a cylindrical shape, and the bottom 1b does not necessarily need to be in the center of the sand settling tank 1.

沈砂槽1の容量に比べて、次工程で使用される洗浄タンク3の容量は小さいのが一般的である。そのため、洗浄タンクの満水位Hまで沈砂槽1の堆積物Sを、吸上配管14を通して吸い上げても、沈砂槽内には相当量の汚水や堆積物Sが残存している。そこで、一旦吸い込みが完了した堆積物を洗浄タンク3内で静置・沈降させ、分離した上澄み液のみを、上澄み液排出配管7を通して受入槽10に排出できるようになっている。   Compared to the capacity of the sand settling tank 1, the capacity of the washing tank 3 used in the next process is generally small. Therefore, even if the sediment S in the sand settling tank 1 is sucked up through the suction pipe 14 to the full water level H of the washing tank, a considerable amount of dirty water and sediment S remain in the sand settling tank. Therefore, the sediment once sucked is allowed to stand and settle in the cleaning tank 3, and only the separated supernatant liquid can be discharged to the receiving tank 10 through the supernatant liquid discharge pipe 7.

上澄み液を排出すると、洗浄タンク3内の満水位Hから上澄み液排出口3aの位置にまで水位が低下し、再度、沈砂槽1から堆積物を受け入れる余地が生じる。引き続き沈砂槽1からの吸い上げを開始する。沈砂槽1の内部が空になるまで、かかる作業を繰り返す。ここに、上澄み液排出口3aと、上澄み液排出口3aに設けられた排出弁V5と、この排出弁V5を開閉させる電動機Mと、上澄み液排出配管7などとは、上澄み液排出手段を構成する。   When the supernatant liquid is discharged, the water level drops from the full water level H in the washing tank 3 to the position of the supernatant liquid discharge port 3a, and there is a room for receiving sediment from the sand settling tank 1 again. Subsequently, the suction from the sand settling tank 1 is started. This operation is repeated until the inside of the sand settling tank 1 is empty. Here, the supernatant liquid discharge port 3a, the discharge valve V5 provided in the supernatant liquid discharge port 3a, the electric motor M for opening and closing the discharge valve V5, the supernatant liquid discharge pipe 7, and the like constitute a supernatant liquid discharge means. To do.

この場合、洗浄タンク3内に送給された固形物は、先窄まり状のコーン形をしたタンク底部のコーン部3bに順次沈積するが、コーン部3bは沈砂槽1の沈砂発生量に見合った容量が確保されている。コーン部3bに沈積された固形物は、コーン部3bの先端部に設けられた固形物排出口3cから適宜、固形物排出口3cに設けられた開閉弁V3の操作により排出される。コーン部3bには、圧力水供給部11から圧力水配管13を通して圧力水を供給し、固形物の洗浄を促進できるようになっていることが好ましい。圧力水の一部を圧力水供給配管17を通して吸上配管14に供給することで、非常時に吸上配管14の内部を洗浄できるようにしてもよい。更に、洗浄工程時の排水を沈砂槽1に戻す配管16が設けられていてもよい。   In this case, the solids fed into the washing tank 3 are sequentially deposited on the cone portion 3b at the bottom of the tapered cone-shaped tank, but the cone portion 3b corresponds to the amount of sand settling in the sand settling tank 1. Capacity is secured. The solid matter deposited on the cone portion 3b is appropriately discharged from the solid matter discharge port 3c provided at the tip of the cone portion 3b by operating the on-off valve V3 provided at the solid matter discharge port 3c. It is preferable that pressure water is supplied to the cone part 3b from the pressure water supply part 11 through the pressure water pipe 13 so as to promote the washing of the solid matter. A part of the pressure water may be supplied to the suction pipe 14 through the pressure water supply pipe 17 so that the inside of the suction pipe 14 can be cleaned in an emergency. Further, a pipe 16 that returns the waste water during the cleaning process to the sand settling tank 1 may be provided.

図1で、図番Mは図外の制御器からの指示によりバルブを自動開閉させる電動機であり、図番8はレベルセンサーであり、所定満水位を検知可能にし、その結果を図外の制御器に送信可能になっている。図番9は、内圧の変化を検知して吸込弁V1の開閉を制御し、真空ポンプPによる減圧状態が終了する時間の長短により、沈砂槽1の水位低下や異常状態などを検知する圧力スイッチである。又、図番V4は、吸込時には閉じて洗浄タンク3内の気密を保ち、洗浄工程時には開けて臭気を吸引するように制御される気体排出弁であり、図外の制御器から指示により自動開閉され、吸引・排出された気体は、脱臭装置(図示略)などに送られて脱臭処理される。   In FIG. 1, the number M is an electric motor that automatically opens and closes a valve in accordance with an instruction from a controller (not shown), and the number 8 is a level sensor, which can detect a predetermined full water level, and the result is shown in FIG. Can be sent to the instrument. No. 9 is a pressure switch that detects the change in internal pressure and controls the opening and closing of the suction valve V1, and detects a decrease in the water level or abnormal state of the sand settling tank 1 depending on the length of time the vacuum pump P is depressurized. It is. Reference number V4 is a gas discharge valve that is closed during suction to keep the inside of the cleaning tank 3 airtight, and is opened during the cleaning process to control odor, and automatically opens and closes according to instructions from a controller outside the figure. Then, the sucked / exhausted gas is sent to a deodorizing device (not shown) or the like to be deodorized.

(2)上記した(1)では、沈砂槽1の水位を順次低下させるようにしたが、水位を低下させたとしても、沈砂槽1中の堆積物が確実に排出され除去されるものではない。なぜなら、揚砂管2から堆積物Sを洗浄タンク3に送り込む際、液体分のみが送給され易く、固形物がブリッジを形成するなどして蓄積したり、固形物の塊が揚砂管2の吸い上げ口先端に一気に集中して閉塞を生じ、吸い込みを続けることができなくなったりするからである。   (2) In the above (1), the water level of the sand settling tank 1 is sequentially lowered. However, even if the water level is lowered, deposits in the sand settling tank 1 are not reliably discharged and removed. . This is because when the sediment S is fed from the sandpipe 2 to the cleaning tank 3, only the liquid component is easily fed, and solids accumulate such as by forming bridges, or lumps of solids are accumulated in the sandpipe 2. This is because the tip of the suction port concentrates at a stretch, causing a blockage and the suction cannot be continued.

そこで、沈砂槽1から揚砂管2によって吸い上げる場合には、沈砂槽1の水位の低下に伴い、堆積物Sを徐々にほぐすことが必要となる。そのため、沈砂槽1には、その上部に圧力水供給部11から、噴射水用配管15を通して圧力水を噴射する噴射手段である噴射ノズル12を複数個配置している。この噴射ノズル12は、沈砂槽1の傾斜壁面および底部に向けて噴射可能に配置されていて、図外の制御器からの指示により、電磁弁(自動弁)MVに対して必要量だけ圧力水の供給を自動的に開閉制御することが好ましい。このようにすると、圧力水を効果的かつ無駄なく供給することができて処理コストを低減できる。   Therefore, when sucking up from the sand settling tank 1 by the sand raising pipe 2, it is necessary to gradually loosen the deposit S as the water level of the sand settling tank 1 decreases. Therefore, the sand settling tank 1 is provided with a plurality of spray nozzles 12 serving as spray means for spraying pressure water from the pressure water supply unit 11 through the spray water pipe 15 at the top thereof. This injection nozzle 12 is disposed so as to be able to spray toward the inclined wall surface and the bottom of the sand settling tank 1, and in accordance with an instruction from a controller (not shown), a pressure water corresponding to the electromagnetic valve (automatic valve) MV is required. It is preferable to automatically control the opening and closing of the supply. If it does in this way, pressure water can be supplied effectively and without waste, and processing cost can be reduced.

これら電磁弁MVに対して、図外の制御器からの指示により、1個所ずつ順次開くことによって、噴射ノズル12からの圧力水の元圧低下を防止して噴射を効率的なものとすることが好ましい。例えば、電磁弁MVに対してサイクリックに順次開閉制御する。その場合、タイマーを使用して一定時間開閉制御するようにしてもよい。   By sequentially opening the solenoid valves MV one by one in accordance with an instruction from a controller (not shown), it is possible to prevent a decrease in the original pressure of the pressure water from the injection nozzle 12 and to make the injection efficient. Is preferred. For example, the solenoid valve MV is cyclically opened and closed sequentially. In that case, the opening / closing control may be performed for a predetermined time using a timer.

噴射ノズル12としては、直線噴射型であり、噴射角度を変更できて、角度調節が容易なようにボールジョイントで固定されているものを使用することが好ましい。沈砂槽内を均一かつ効果的に圧力水を噴射できるからである。   As the injection nozzle 12, it is preferable to use a linear injection type that can change the injection angle and is fixed by a ball joint so that the angle can be easily adjusted. This is because the pressure water can be sprayed uniformly and effectively in the sand settling tank.

上記(1),(2)の構成を組み合わせることによって、揚砂管2による吸い上げサイクルを繰り返す間、沈砂槽1の水位は徐々に低下し、堆積物Sが水面上に現れる。これに対して、上部から噴射ノズル12からの圧力水を強力に噴射することにより、傾斜壁1aに付着した堆積物は確実に剥離・ほぐされて落下し、揚砂管2の吸い上げ口先端から順次吸い上げられていく。その結果、沈砂槽1内の堆積物Sの略全てが、汚水と共に確実かつ持続的に洗浄タンク3に送られ、沈砂装置1内の堆積物Sの残存をなくすことができる。   By combining the above configurations (1) and (2), the water level in the sand settling tank 1 gradually decreases and the deposit S appears on the surface of the water while the suction cycle by the sandpipe 2 is repeated. On the other hand, by strongly jetting the pressure water from the jet nozzle 12 from the upper part, the deposit attached to the inclined wall 1a is surely peeled, loosened and dropped, from the tip of the suction port of the sand pipe 2 It is sucked up sequentially. As a result, almost all of the deposits S in the sand settling tank 1 are reliably and continuously sent to the cleaning tank 3 together with the sewage, so that the deposits S in the sand settling device 1 can be eliminated.

この場合、堆積物を吸い上げるに当たり、揚砂管2の先端近傍に圧縮空気導入手段である圧縮空気導入管6を挿入・配置しておくことが好ましい。圧縮空気導入管6から噴射された圧縮空気により、揚砂管2の先端近傍が激しく撹拌され、堆積物が効果的にほぐされるため、揚砂管2の吸い上げ口先端に一気に固形物の塊が集中して揚砂管2の吸い上げ口を閉塞させることがなく、順次吸い上げられて洗浄タンクに排出される。しかも、圧縮空気が揚砂管2に吸引されて、堆積物に対する揚砂効果と移送効果を共に高める作用をもたらすと共に、吸込弁V1,V2を閉じた状態で圧縮空気導入管6から圧縮空気を導入・噴射させると、沈砂槽1を曝気して、沈砂槽内の堆積物をほぐす効果を強力に発揮するため、一層効果的に沈砂槽1内の堆積物Sをなくすることができる。   In this case, when sucking up the deposit, it is preferable to insert and arrange a compressed air introduction pipe 6 as compressed air introduction means in the vicinity of the tip of the sand raising pipe 2. The compressed air jetted from the compressed air introduction pipe 6 vigorously agitates the vicinity of the tip of the sand-carrying pipe 2 and effectively loosens the deposits. Without being concentrated and blocking the suction port of the sandpipe 2, it is sucked up sequentially and discharged to the washing tank. In addition, the compressed air is sucked into the sand raising pipe 2 to bring about an action of enhancing both the sand raising effect and the transfer effect on the sediment, and the compressed air is supplied from the compressed air introduction pipe 6 with the suction valves V1 and V2 closed. When introduced and jetted, the sand settling tank 1 is aerated to exert the effect of loosening the deposits in the settling tank so that the deposits S in the settling tank 1 can be eliminated more effectively.

以上、本実施形態では、沈砂槽1の内容物を空にすることを目的としているので、揚砂管2による吸い込み工程は、専ら沈砂処理設備にし尿等を搬入しない時間帯に行う。   As mentioned above, in this embodiment, since it aims at emptying the contents of the sand settling tank 1, the suction process by the sand raising pipe 2 is performed exclusively during the time zone in which the sand settling equipment is used and urine is not carried.

本実施形態の沈砂処理設備および沈砂処理方法は、し尿処理施設のみならず、農業集落排水処理施設や小規模下水処理施設などに適用してもよい。   The sand settling treatment facility and the sand settling method of the present embodiment may be applied not only to human waste treatment facilities but also to agricultural settlement drainage treatment facilities and small-scale sewage treatment facilities.

本発明の一実施形態に係る沈砂処理設備の概略正面断面構成図1 is a schematic front cross-sectional configuration diagram of a sand sedimentation treatment facility according to an embodiment of the present invention. 従来技術の沈砂処理設備の概略正面断面構成図Schematic front cross-sectional configuration diagram of conventional sand sedimentation equipment

符号の説明Explanation of symbols

1 沈砂槽
1a 傾斜壁
1b 最底部
2 揚砂管
2a 吸込口
3 洗浄タンク
3b コーン部
3c 固形物排出口
6 圧縮空気導入手段
12 噴射手段(噴射ノズル)
MV 電磁弁
P 真空ポンプ
S 堆積物
DESCRIPTION OF SYMBOLS 1 Sand settling tank 1a Inclined wall 1b Bottom part 2 Sand-lifting pipe 2a Suction port 3 Washing tank 3b Cone part 3c Solid matter discharge port 6 Compressed air introduction means 12 Injection means (injection nozzle)
MV Solenoid valve P Vacuum pump S Deposit

Claims (3)

被処理物を受入可能になっていると共に周囲を傾斜壁にて形成された最底部を有する沈砂槽と、この沈砂槽に吸込口が沈砂槽の最底部に対向するように近接・配置される揚砂管と、この揚砂管から吸い上げられた被処理物から派生した堆積物を洗浄する洗浄タンクと、この洗浄タンクの下流側にあって前記揚砂管から堆積物を前記洗浄タンクに吸引・移送する真空ポンプとを備える沈砂処理設備において、
前記沈砂槽が、その傾斜壁に対して上部より底部に向けて圧力水を噴射する噴射手段を備えており、前記洗浄タンクが、洗浄タンク内の上澄み液を排出する上澄み液排出手段を有すると共に底部に向けて先窄まり状になったコーン部を有していて、このコーン部の先端近傍に固形物を排出する固形物排出口を有し、
前記噴射手段が、自動開閉可能な電磁弁を備える複数個から構成されていて、それら電磁弁の開閉を順次行うことが可能であり、
噴射角度を変更可能かつ角度調節が容易な噴射ノズルであると共に、
前記揚砂管の先端近傍に圧縮空気を導入する圧縮空気導入手段を有していて、この圧縮空気導入手段より導入された圧縮空気と前記噴射手段から噴射された圧力水との協働作用により、前記沈砂槽内の堆積物をほぐすようにしていることを特徴とする沈砂処理設備。
A sand settling tank that is capable of receiving an object to be processed and has a bottom part formed by an inclined wall around the periphery, and a suction port is placed close to and disposed in the sand settling tank so as to face the bottom part of the sand settling tank. A sand collecting pipe, a washing tank for washing deposits derived from the workpiece sucked up from the sand raising pipe, and a deposit located downstream of the washing tank and sucking the deposits from the sand raising pipe to the washing tank・ In a sedimentation facility equipped with a vacuum pump for transport,
The sand settling tank is provided with spraying means for spraying pressure water from the top to the bottom with respect to the inclined wall, and the cleaning tank has a supernatant liquid discharging means for discharging the supernatant liquid in the cleaning tank. towards the bottom it has a cone portion became tapered-off shape, have a solids discharge outlet for discharging the solids near the tip of the cone portion,
The injection means is composed of a plurality of electromagnetic valves that can be automatically opened and closed, and can be sequentially opened and closed.
The spray nozzle can change the spray angle and easily adjust the angle.
Compressed air introducing means for introducing compressed air in the vicinity of the tip of the sand pipe is provided, and by the cooperative action of the compressed air introduced from the compressed air introducing means and the pressure water ejected from the ejecting means. A sedimentation treatment facility characterized by loosening sediments in the sedimentation tank .
周囲を傾斜壁にて形成され最底部を有する沈砂槽に被処理物を送給し、前記沈砂槽の最底部に対向するように近接・配置される揚砂管により前記沈砂層内の被処理物から派生した堆積物を吸い上げ、前記揚砂管から吸い上げられた堆積物を洗浄タンクに送給して洗浄する沈砂処理方法において、
吸い上げられ送給された堆積物を前記洗浄タンク内で静置・沈降させ、分離した上澄み液を、上澄み液排出配管を通して排出し、
上澄み液を排出された前記洗浄タンク内の水位の低下に伴い、さらに前記沈砂槽から堆積物の吸い上げ作業を繰り返すと共に、
前記沈砂槽内に配置した噴射手段により、水位の低下した前記沈砂槽の傾斜壁に対して上部より底部に向けて圧力水を噴射し、前記傾斜壁に付着した堆積物を剥離すると共にほぐし、
剥離しほぐされた堆積物を前記揚砂管から順次吸い上げて前記洗浄タンクに送給し、
前記噴射手段が、自動開閉可能な電磁弁を備える複数個から構成されていて、それら電磁弁の開閉を順次行い、
噴射角度を変更可能かつ角度調節が容易な噴射ノズルであると共に、
前記揚砂管の先端近傍に圧縮空気を導入可能になっており、この導入された圧縮空気と前記噴射手段から噴射された圧力水との協働作用により、前記沈砂槽内の堆積物をほぐすことを特徴とする沈砂処理方法。
The object to be treated is fed to a sand settling tank which is formed by an inclined wall and has a bottom part, and the object to be treated in the sand settling layer is placed by a sand raising pipe which is close to and arranged to face the bottom part of the sand settling tank. In the sand sedimentation processing method of sucking up deposits derived from an object and sending the deposits sucked up from the sandpipe to a washing tank for washing,
The sediment sucked up and delivered is allowed to settle and settle in the washing tank, and the separated supernatant liquid is discharged through the supernatant liquid discharge pipe.
With the lowering of the water level in the washing tank from which the supernatant liquid has been discharged, and further repeating the work of sucking up the sediment from the settling tank,
By spraying means arranged in the sand settling tank, pressure water is sprayed from the top to the bottom with respect to the inclined wall of the sand settling tank having a lowered water level, and the deposit adhering to the tilted wall is peeled off and loosened.
Exfoliated loosened sediment sequentially sucked from the lift sand tube was fed to the washing tank,
The injection means is composed of a plurality of electromagnetic valves that can automatically open and close, and sequentially opens and closes the electromagnetic valves,
The spray nozzle can change the spray angle and easily adjust the angle.
Compressed air can be introduced in the vicinity of the tip of the sandpipe, and the sediment in the sand settling tank is loosened by the cooperative action of the introduced compressed air and the pressure water jetted from the jetting means. A method for treating sand settling.
前記洗浄タンク内の圧力を検知する圧力スイッチ及びタンク内の水位を検知する電極スイッチを設け、この双方のスイッチの検知結果により、前記沈砂槽からの堆積物の吸い込みを制御する請求項項記載の沈砂処理方法。 Said electrode switch for detecting the water level of the pressure switch and the tank for sensing the pressure in the washing tank is provided, the detection result of this both switches, according to claim 2 wherein wherein controlling the suction of sediment from the settling tank Method of sand settling.
JP2007003522A 2007-01-11 2007-01-11 Sedimentation treatment equipment and sedimentation treatment method Expired - Fee Related JP4803818B2 (en)

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