JP3333592B2 - Sand removal equipment - Google Patents
Sand removal equipmentInfo
- Publication number
- JP3333592B2 JP3333592B2 JP18158693A JP18158693A JP3333592B2 JP 3333592 B2 JP3333592 B2 JP 3333592B2 JP 18158693 A JP18158693 A JP 18158693A JP 18158693 A JP18158693 A JP 18158693A JP 3333592 B2 JP3333592 B2 JP 3333592B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- air
- tank
- sand
- suction
- 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.)
- Expired - Lifetime
Links
Landscapes
- Filtration Of Liquid (AREA)
- Separation Of Solids By Using Liquids Or Pneumatic Power (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、例えばし尿、下水、汚
泥、産業廃水、河川、農業用水路、公園、運動場、庭園
などの被処理液を浄化処理する前処理として、被処理液
中の固体物を除砂する除砂装置に関する。BACKGROUND OF THE INVENTION The present invention relates to a method for purifying a liquid to be treated, such as human waste, sewage, sludge, industrial wastewater, rivers, agricultural waterways, parks, playgrounds, and gardens. The present invention relates to a sand removing device for removing sand.
【0002】[0002]
【従来の技術】従来、この種の除砂装置としては、例え
ば図3および図4に示す構造が知られている。2. Description of the Related Art Conventionally, as this type of sand removing device, for example, a structure shown in FIGS. 3 and 4 is known.
【0003】この図3および図4に示す除砂装置は、砂
利や礫、金属片や汚物などを含有する被処理液71を、受
入口72を介して受入槽73の上部に区画した沈砂部74に流
入し、この沈砂部74にて砂利や礫、金属片や汚物などの
うち、比較的大きい重量のある粗大重量ごみ75を沈積さ
せる。そして、この沈砂部74からオーバーフローする被
処理液71が受入槽73の区画した受入部77に流入し、この
被処理液71中の比較的小さい砂76は、受入槽73の底部に
設けた沈積部78に沈積する。[0003] The sand removing apparatus shown in FIGS. 3 and 4 is a sand settling section in which a liquid 71 to be treated containing gravel, gravel, metal chips and dirt is partitioned into an upper part of a receiving tank 73 through a receiving port 72. The sediment flows into the sediment 74 and deposits a relatively heavy garbage 75 among gravel, gravel, metal chips, and dirt. The liquid to be treated 71 overflowing from the sedimentation part 74 flows into the receiving part 77 defined by the receiving tank 73, and relatively small sand 76 in the liquid to be treated 71 is deposited on the bottom of the receiving tank 73. Deposits in section 78.
【0004】そして、この受入槽73の被処理液71はポン
プ82にて回転スクリーンや遠心分離などの各種除渣手段
83に搬送し、被処理液71中のごみを除渣し、被処理液71
は、貯留槽84に貯留する。なお、この貯留槽84に流入し
た被処理液71は、除渣手段83にてビニールや紙などが除
去されるため、この被処理液71中の除渣手段83にて除砂
しきれない細かい砂76などが貯留槽84の底部に沈積す
る。Then, the liquid 71 to be treated in the receiving tank 73 is pumped by a pump 82 to various kinds of debris removing means such as a rotary screen and centrifugal separator.
83 to remove the debris in the liquid to be treated 71
Are stored in the storage tank 84. Since the liquid to be treated 71 that has flowed into the storage tank 84 has vinyl and paper removed by the residue removing means 83, fine particles that cannot be completely removed by the residue removing means 83 in the liquid to be treated 71. Sand 76 and the like settle on the bottom of the storage tank 84.
【0005】そして、この貯留槽84から被処理液71を、
沈積した細かい砂76などとともにポンプ82にて浄化処理
装置などに搬送し、被処理液を浄化処理する。Then, the liquid 71 to be treated is
The liquid to be treated is purified by being conveyed to a purification treatment device or the like by the pump 82 together with the deposited fine sand 76 and the like.
【0006】一方、受入槽73の沈砂部74に沈積した粗大
重量ごみ75は、真空ポンプ79を設けた真空タンク80に連
通する吸引管85により、人為的に吸引し、真空タンク80
中のスクリーン86にて濾過され、排出口87より人為的に
掻き出し排出する。また、一緒に吸引した被処理液71は
再び受入槽73に流入させる。[0006] On the other hand, the large-sized debris 75 deposited on the sedimentation section 74 of the receiving tank 73 is artificially sucked by a suction pipe 85 communicating with a vacuum tank 80 provided with a vacuum pump 79, and the vacuum tank 80
The water is filtered by the screen 86 inside, and is artificially scraped out from the outlet 87 and discharged. The liquid to be treated 71 sucked together is caused to flow into the receiving tank 73 again.
【0007】ところで、受入槽73は比較的大型であり、
地中に埋設するように設置される。このため、受入槽73
の沈積部78は比較的深い位置となり、真空ポンプ79の吸
引力では堆積した砂76の吸引ができない。したがって、
受入槽73の沈積部78に堆積した砂76は、定期的に図示し
ない点検口より受入槽73内に人が入り、人為的に排出す
る。The receiving tank 73 is relatively large.
It is installed to be buried underground. Therefore, the receiving tank 73
Is located at a relatively deep position, and the suction force of the vacuum pump 79 cannot suck the deposited sand 76. Therefore,
The sand 76 deposited on the depositing portion 78 of the receiving tank 73 is periodically discharged by a person into the receiving tank 73 from an inspection port (not shown) and artificially discharged.
【0008】[0008]
【発明が解決しようとする課題】しかしながら、上記図
3および図4に示す除砂装置において、受入槽73の沈砂
部74に沈積した粗大重量ごみ75は真空ポンプ79による吸
引中に閉鎖するおそれがある。さらに、受入槽73の沈積
部78に沈積した砂76および真空タンク80にて濾過された
悪臭の強い粗大重量ごみ75を被処理液71の除砂運転を停
止して、人為的に排出する必要があるので、除砂作業が
煩雑で作業環境も悪い問題がある。However, in the sand removing apparatus shown in FIGS. 3 and 4, there is a possibility that the heavy-weight debris 75 deposited on the sedimentation part 74 of the receiving tank 73 may be closed during suction by the vacuum pump 79. is there. Further, it is necessary to stop the sand removal operation of the liquid to be treated 71 and artificially discharge the sand 76 deposited in the deposition section 78 of the receiving tank 73 and the heavy trash 75 having a strong odor filtered in the vacuum tank 80. Therefore, there is a problem that the sand removal work is complicated and the working environment is bad.
【0009】また、受入槽73の底部の沈積部78に堆積し
た砂76は被処理液71とともに、ポンプ82にて除渣手段83
に搬送し除渣するため、ポンプ82および除渣手段83に大
きな負荷が掛かり、ポンプ82および除渣手段83を損傷す
るおそれがある一方、除渣手段83の構造が複雑となり大
型化する問題がある。The sand 76 deposited on the sedimentation section 78 at the bottom of the receiving tank 73 is removed together with the liquid 71 to be treated by a pump 82 to remove the residue.
The pump 82 and the debris removing means 83 may be subjected to a large load, and the pump 82 and the deodorizing means 83 may be damaged. is there.
【0010】本発明は、上記問題点に鑑みなされ、人手
を要せず効率よく除砂できる除砂装置を提供することを
目的とするものである。SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and has as its object to provide a sand removing device capable of removing sand efficiently without requiring any manpower.
【0011】[0011]
【課題を解決するための手段】請求項1記載の除砂装置
は、被処理液が流入される受入口を有し底部に沈積部を
設けた受入槽と、この受入槽の沈積部に一端が開口する
吸引管と、この吸引管が接続され前記沈積部に沈積する
沈積物を前記吸引管を介して吸い上げる真空ポンプを有
した真空タンクと、一端が前記吸引管の前記沈積部側の
端部近傍に連結され前記吸引管に空気を吐出するととも
に洗浄水を供給する空気導入管と、一端が前記真空タン
クに接続されかつ他端が前記空気導入管に接続され、前
記真空タンクに空気を吐出するとともに洗浄水を供給す
る導入本管とを備え、前記空気導入管から前記吸引管に
洗浄水を供給することにより前記沈積部内の沈積物を流
動しやすい状態とした後、前記空気導入管から前記吸引
管に空気を吐出するとともに前記真空ポンプにて前記沈
積部内の沈積物を前記空気導入管から吐出された空気と
ともに前記真空タンク内に吸引し、この真空ポンプによ
る吸引の後に、前記導入本管から前記真空タンクへの空
気の吐出と前記導入本管から前記真空タンクへの洗浄水
の供給とを行うものである。According to a first aspect of the present invention, there is provided a sand removing apparatus, comprising: a receiving tank having a receiving port into which a liquid to be treated is introduced; A suction tank connected to the suction pipe, a vacuum tank having a vacuum pump for sucking up the deposit deposited on the deposition section through the suction pipe, and one end of the suction pipe on the deposition section side of the suction pipe. parts are connected in the vicinity together when discharging the air to the suction pipe
An air inlet pipe for supplying washing water to the one end of the vacuum tank
And the other end is connected to the air introduction pipe,
Discharge air and supply cleaning water to the vacuum tank
And an inlet main pipe, from the air inlet pipe to the suction pipe.
By supplying the washing water, the deposits in the
After making it easy to move, the suction from the air introduction tube
While discharging air into the pipe, the vacuum pump
Deposits in the stacking section with air discharged from the air introduction pipe
Both are sucked into the vacuum tank, and this vacuum pump
After the suction, the air from the introduction main pipe to the vacuum tank is emptied.
Discharge of air and washing water from the introduction main pipe to the vacuum tank
And supply .
【0012】請求項2記載の除砂装置は、請求項1記載
の除砂装置において、導入本管から真空タンクに供給さ
れた洗浄水を、前記真空タンク内の沈積物の洗浄後の洗
浄排水として受入槽に戻す排水管を備えたものである。[0012] The sand removing device according to the second aspect is the first aspect.
In the sand removal equipment of
Washing water after washing of the deposits in the vacuum tank.
It is equipped with a drain pipe that returns to the receiving tank as purified water .
【0013】[0013]
【作用】請求項1記載の除砂装置は、受入口を介して被
処理液が流入される受入槽の底部の沈積部に開口する吸
引管に、この吸引管の沈積部側の端部近傍に連結した空
気導入管より空気を吐出するとともに、真空ポンプにて
沈積部に沈積した沈積物を吸引管を介して真空タンクに
吸引し除砂するので、吸引管に吸引される沈積物の見掛
比重が低下するとともに、空気のエアリフトにより、沈
積物の吸い上げが確実となり、受入槽底部のような比較
的深い位置からの吸引も可能となる。さらに作業は人手
を要せず除砂効率が向上する。According to a first aspect of the present invention, there is provided a sand removing device, wherein a suction pipe opened to a bottom of a receiving tank into which a liquid to be treated flows through a receiving port is provided near an end of the suction pipe on the side of the depositing section. As the air is discharged from the air inlet pipe connected to the suction pipe, the deposit deposited on the depositing section is sucked into the vacuum tank via the suction pipe by the vacuum pump and sand is removed. As the hanging specific gravity decreases, the air lift of the air ensures the suction of the deposits, and enables suction from a relatively deep position such as the bottom of the receiving tank. In addition, sand removal efficiency is improved without requiring any work.
【0014】請求項2記載の除砂装置は、導入本管から
真空タンクに供給された洗浄水が、排水管によって真空
タンク内の沈積物の洗浄後の洗浄排水として受入槽に戻
される。 [0014] The sand removing device according to the second aspect of the present invention is arranged such that the
The cleaning water supplied to the vacuum tank is
Return to the receiving tank as washing wastewater after washing the sludge in the tank
Is done.
【0015】[0015]
【実施例】以下、本発明の除砂装置の一実施例の構成を
図面を参照して説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The construction of an embodiment of the sand remover of the present invention will be described below with reference to the drawings.
【0016】図1において、1は受入槽で、この受入槽
1は、コンクリートなどにより箱形状に形成された建造
物で、地中に埋設されて設置されている。In FIG. 1, reference numeral 1 denotes a receiving tank, and the receiving tank 1 is a box-shaped building made of concrete or the like and is buried and installed in the ground.
【0017】そして、この受入槽1には、上部の一隅に
受入口2を有し、この受入口2には、汚水運搬車5から
導出されたし尿などの被処理液6を排出するホース7が
接続される。The receiving tank 1 has a receiving port 2 at an upper corner, and a hose 7 for discharging a liquid to be treated 6 such as human waste derived from a sewage transporting vehicle 5. Is connected.
【0018】また、この受入槽1には、沈砂部9と受入
部10とが区画形成されている。そして、沈砂部9は、容
量が略2m3 で、受入口2より流入された被処理液6が
オーバーフローして受入部10に流入するように、受入口
2の下方に位置して、上方に開口した箱状に形成されて
いる。さらに、この沈砂部9の底部には、底面が一隅に
向かって漏斗状に傾斜して砂溜部11が形成されている。The receiving tank 1 is formed with a settling part 9 and a receiving part 10. The sedimentation section 9 has a capacity of about 2 m 3 and is positioned below the receiving port 2 so that the liquid to be treated 6 flowing from the receiving port 2 overflows and flows into the receiving section 10. It is formed in an open box shape. Further, a sand reservoir 11 is formed at the bottom of the sand settling portion 9 with a bottom surface inclined in a funnel shape toward one corner.
【0019】また、受入槽1の受入部10の底部には、沈
積部12が形成され、この沈積部12は、沈砂部9の砂溜部
11と同様に、受入槽1の底面が一隅に向かって傾斜して
形成され、さらに、一隅近傍で水平面から略60°の角
度で傾斜した漏斗状に形成されている。At the bottom of the receiving part 10 of the receiving tank 1, a sediment 12 is formed.
As in the case of 11, the bottom surface of the receiving tank 1 is formed to be inclined toward one corner, and is formed in a funnel shape that is inclined at an angle of about 60 ° from a horizontal plane near one corner.
【0020】そして、この受入槽1には、沈積部12の上
方に受入槽1の受入部10内の被処理液6を受入槽1外に
搬送する搬送管14が接続されている。さらに、この搬送
管14には、ポンプ15が接続され、このポンプ15の駆動に
より被処理液6が搬送管14にて搬送される。A transfer pipe 14 for transferring the liquid 6 to be treated in the receiving section 10 of the receiving tank 1 to the outside of the receiving tank 1 is connected to the receiving tank 1 above the depositing section 12. Further, a pump 15 is connected to the transfer pipe 14, and the liquid to be treated 6 is transferred by the transfer pipe 14 by driving the pump 15.
【0021】また、この搬送管14には、被処理液6中の
ゴミ、異物などを分離する例えば濾過分離や遠心分離、
回転スクリーンなどの除渣手段17が接続され、この除渣
手段17には、搬送管14を介して貯留槽19が接続されてい
る。The transfer pipe 14 is provided with, for example, a filtration separation, a centrifugation, or the like for separating dust, foreign matter, and the like in the liquid 6 to be treated.
A debris removing means 17 such as a rotating screen is connected, and a storage tank 19 is connected to the debris removing means 17 via a transport pipe.
【0022】そして、この貯留槽19は、受入槽1と同様
に、箱状の建造物で地中に埋設されて設置されている。
また、この貯留槽19の内部には、貯留部20と沈砂ピット
21とが区画形成されている。そして、この沈砂ピット21
は、除渣手段17からの被処理液6を搬送する搬送管14の
下流に位置し、被処理液6がオーバーフロー可能に上部
を開口する箱状に形成され、底部には漏斗状の沈殿部22
が形成されている。The storage tank 19, like the receiving tank 1, is buried under the ground in a box-shaped structure.
Also, inside the storage tank 19, a storage unit 20 and a sand pit
21 are defined. And this sedimentation pit 21
Is located downstream of the transport pipe 14 for transporting the liquid 6 to be treated from the debris removing means 17 and is formed in a box shape with an opening at the top so that the liquid 6 to be treated can overflow, and a funnel-shaped sediment at the bottom. twenty two
Are formed.
【0023】一方、24は真空タンクで、この真空タンク
24は、容量が例えば略2m3 で下部に円錐状に下方に突
出する洗浄部25を形成した円筒状に形成されている。On the other hand, reference numeral 24 denotes a vacuum tank.
24 has a capacity of, for example, about 2 m 3 , and is formed in a cylindrical shape having a cleaning section 25 that protrudes downward in a conical shape at the bottom.
【0024】そして、この真空タンク24には、上端に真
空ポンプ26に連通する脱気管27が接続され、洗浄部25の
下端には、電動弁29が設けられ先端が水切りコンベア30
に接続される排出管31が接続されている。なお、真空ポ
ンプ26にて排出される排気は、図示しない排気処理手段
にて無害無臭に処理されて、外気に排出されるようにな
っている。The vacuum tank 24 is connected at the upper end thereof to a deaeration pipe 27 communicating with a vacuum pump 26, and at the lower end of the washing section 25, an electric valve 29 is provided.
Is connected to a discharge pipe 31. The exhaust gas discharged by the vacuum pump 26 is harmlessly and odorlessly processed by an exhaust processing means (not shown), and is discharged to the outside air.
【0025】また、この真空タンク24の上部側面には吸
引本管33が接続され、この吸引本管33には、先端がそれ
ぞれ受入槽1の沈砂部9の砂溜部11、受入槽1の沈積部
12、および、貯留槽19の沈砂ピット21の沈殿部22に開口
する吸引管34a ,34b ,34cが、例えば電動弁35a ,35b
,35c を介して接続されている。A suction main pipe 33 is connected to the upper side surface of the vacuum tank 24. The suction main pipe 33 has tips at the tip of the sand settling part 9 of the receiving tank 1 and the suction tank 1 of the receiving tank 1, respectively. Deposit
12, and suction pipes 34a, 34b, 34c that open into the sedimentation section 22 of the sand pit 21 of the storage tank 19 are, for example, electrically operated valves 35a, 35b.
, 35c.
【0026】そして、これら吸引管34a ,34b ,34c の
先端近傍には、空気導入管36a ,36b ,36c がそれぞれ
接続されている。さらに、これら空気導入管36a ,36b
,36c は、例えば電動弁37a ,37b ,37c を介して、
空気を吐出する例えば空気切替の電動弁41a を有するブ
ロワ39に導入本管36d を介してそれぞれ接続されてい
る。Air inlet pipes 36a, 36b, 36c are connected near the tips of the suction pipes 34a, 34b, 34c, respectively. Furthermore, these air introduction pipes 36a, 36b
, 36c, for example, via motorized valves 37a, 37b, 37c
The blower 39 having an electric valve 41a for discharging air, for example, is connected to the blower 39 via an introduction main pipe 36d.
【0027】また、この洗浄部25には、ブロワ39に接続
された導入本管36d が洗浄弁42を介して接続され、沈積
物16に空気を突出し、洗浄するようにしている。さら
に、洗浄部25には、清水または浄化処理された処理水な
どの洗浄水40を供給するための洗浄水切替の電動弁41b
を有する洗浄ポンプ43が、洗浄弁42を設けた導入本管36
d に接続され、沈積物16に洗浄水を供給し、洗浄するよ
うにしている。An introduction main pipe 36d connected to a blower 39 is connected to the washing section 25 via a washing valve 42 so that air is projected to the deposit 16 for washing. Further, the cleaning unit 25 is provided with a cleaning water switching electric valve 41b for supplying cleaning water 40 such as fresh water or purified treated water.
A cleaning pump 43 having a cleaning valve 42
d to supply washing water to the sludge 16 for washing.
【0028】そして、真空タンク24の側面の略中央に
は、一端が受入槽1の上部に接続され、真空タンク24内
に流入された被処理液6や洗浄部25に吸引された沈積物
16の洗浄後の洗浄排水を、再び受入槽1に流入させる排
水の電動弁44を有した排水管45が接続されている。At the approximate center of the side surface of the vacuum tank 24, one end is connected to the upper part of the receiving tank 1, and the liquid 6 to be treated flowing into the vacuum tank 24 and the sediment sucked into the cleaning section 25
A drain pipe 45 having a motor-operated valve 44 for draining the washing waste water after washing into the receiving tank 1 again is connected.
【0029】一方、水切りコンベア30は、液溜め部47
と、下端がこの液溜め部47の底部に位置し、一定の角度
を持つ傾斜にて上方に突出するコンベア部48とから構成
されている。On the other hand, the draining conveyor 30 is
And a conveyor section 48 whose lower end is located at the bottom of the liquid storage section 47 and protrudes upward at an inclination with a certain angle.
【0030】そして、液溜め部47は、箱形状に形成され
上部にオーバーフローする戻し管53が設置され、中間部
に水抜電動弁51及び水抜管52が設置されている。この戻
し管53及び水抜管52は、受入槽1に接続されている。The liquid reservoir 47 is formed in a box shape and is provided with a return pipe 53 which overflows at an upper portion, and a motor-driven water drain valve 51 and a water drain pipe 52 are provided at an intermediate portion. The return pipe 53 and the drain pipe 52 are connected to the receiving tank 1.
【0031】また、このコンベア部48は、筒状のケーシ
ング56と、このケーシング56内に同軸状で図示しない駆
動手段にて回転可能に設けられたスパイラル状のスクリ
ュー体57とから構成され、スクリュー体57の外周とケー
シング56の内周面との間には、例えば略5〜15mmの間
隙が形成されている。The conveyor section 48 comprises a cylindrical casing 56 and a spiral screw body 57 provided coaxially and rotatably by driving means (not shown) in the casing 56. A gap of, for example, approximately 5 to 15 mm is formed between the outer periphery of the body 57 and the inner peripheral surface of the casing 56.
【0032】なお、この間隙は、スクリュー体57にて液
溜め部47の底部に沈積した沈積物16を上方に搬送し、沈
積物16に付着する液は、液溜め部47に落下して、沈積物
16の水切りが行えるようになっている。In this gap, the deposit 16 deposited on the bottom of the liquid reservoir 47 is transported upward by the screw body 57, and the liquid adhering to the deposit 16 falls into the liquid reservoir 47, Sludge
16 drainers are available.
【0033】また、コンベア部48の上端の下面には、下
方に開口しスクリュー体57にて搬送した沈積物16を排出
する排出口58が形成され、この排出口58の下方には、沈
積物16を収納するホッパ59が設けられている。そして、
このホッパ59の下部には、土石運搬車60などに収納した
沈積物16を適宜排出するシュート61が設けられている。On the lower surface of the upper end of the conveyor section 48, there is formed a discharge port 58 which opens downward and discharges the deposit 16 conveyed by the screw body 57. Below the discharge port 58, a deposit port 58 is formed. A hopper 59 for storing 16 is provided. And
A chute 61 is provided below the hopper 59 for appropriately discharging the sludge 16 stored in a debris carrier 60 or the like.
【0034】次に、上記の除砂装置の被処理液の除砂お
よび除渣処理の動作を説明する。Next, the operation of the above-mentioned sand removing device for removing the sand to be treated and removing the residue will be described.
【0035】まず、汚水運搬車5のホース7を受入槽1
の受入口2に接続し、ホース7から受入槽1の受入口2
を介して、汚水運搬車5に収容したし尿などの被処理液
6を受入槽1の沈砂部9に流入する。そして、この沈砂
部9に流入した被処理液6は、被処理液6中の比較的大
きい砂利や礫、金属片や汚物などの沈積物16が砂溜部11
に沈積する。この後、比較的大きい沈積物16が沈降した
上澄みである被処理液6は、オーバーフローして受入部
10に流入する。First, the hose 7 of the sewage transport vehicle 5 is connected to the receiving tank 1.
Of the receiving tank 1 from the hose 7
The liquid 6 to be treated, such as human waste, stored in the sewage transport vehicle 5 flows into the sedimentation section 9 of the receiving tank 1 via. The to-be-processed liquid 6 that has flowed into the sedimentation section 9 is formed by deposits 16 such as relatively large gravel, gravel, metal chips, and dirt in the to-be-processed liquid 6.
To be deposited. Thereafter, the liquid to be treated 6, which is the supernatant in which the relatively large sediment 16 has settled, overflows to the receiving section.
Flow into 10.
【0036】また、この受入部10に流入した被処理液6
中の沈砂部9にて沈積しなかった比較的小さい砂利や荒
い砂、汚物などの沈積物16が、受入部10の底部の沈積部
12に沈積する。そして、この受入部10に流入し沈積物16
が沈降した上澄みである被処理液6は、ポンプ15の駆動
により搬送管14を介して除渣手段17に搬送する。The liquid 6 to be treated flowing into the receiving section 10
Deposits 16 such as relatively small gravel, rough sand, and dirt that did not deposit at the inner sedimentation part 9 are deposited at the bottom of the receiving part 10.
Deposit on 12. Then, it flows into the receiving part 10 and the sludge 16
The liquid to be treated 6, which is the supernatant in which is settled, is transported to the residue removing means 17 via the transport pipe 14 by driving the pump 15.
【0037】次に、除渣手段17に流入した被処理液6
は、例えば濾過分離や遠心分離、回転スクリーンなどに
より、受入槽1の沈積部12に沈積しなかった紙、ビニー
ル、布、汚物などが分離され、貯留槽19の沈砂ピット21
に流入される。そして、この沈砂ピット21に流入した被
処理液6は、直径約1mm以下の泥や細かい砂などが徐々
に沈砂ピット21の沈殿部22に沈降し、被処理液6は、オ
ーバーフローして貯留槽19の貯留部20に貯留される。Next, the liquid to be treated 6 flowing into the residue removing means 17
For example, paper, vinyl, cloth, filth, etc., which have not been deposited in the deposition section 12 of the receiving tank 1 are separated by filtration, centrifugation, a rotating screen, or the like, and the sedimentation pits 21 of the storage tank 19 are separated.
Flowed into. Then, the liquid 6 to be treated which has flowed into the sedimentation pit 21 has mud and fine sand having a diameter of about 1 mm or less gradually settle in the sedimentation part 22 of the sedimentation pit 21, and the liquid 6 to be treated overflows and is stored in the storage tank. It is stored in 19 storage units 20.
【0038】なお、この沈砂ピット21に流入した沈積物
16は、除渣手段17にて紙、ビニール、布、汚物などの比
重の軽いごみなどが取り除かれているため、沈降しやす
くなっている。The sludge flowing into the sand pit 21
In 16, sediment is easily settled because light-weight refuse such as paper, vinyl, cloth, and filth is removed by the residue removing means 17.
【0039】この後、貯留部20に一定量になるまで貯留
された被処理液6は、次工程以降の例えば生物処理など
の装置に搬送され処理される。Thereafter, the liquid 6 to be treated stored in the storage section 20 until the amount becomes a certain amount is conveyed to an apparatus such as a biological treatment in the next step and thereafter for processing.
【0040】一方、受入槽1の沈砂部9の砂溜部11およ
び受入部10の沈積部12、貯留槽19の沈砂ピット21の沈殿
部22に沈積した沈積物16は、吸引管34a ,34b ,34c に
より受入槽1および貯留槽19外にそれぞれ吸い出され
る。On the other hand, the deposit 16 deposited on the sand reservoir 11 of the sedimentation part 9 of the receiving tank 1, the sedimentation part 12 of the receiving part 10, and the sedimentation part 22 of the sedimentation pit 21 of the storage tank 19 are suction pipes 34a, 34b. , 34c to be sucked out of the receiving tank 1 and the storage tank 19, respectively.
【0041】また、この沈積物16の吸い出しは、被処理
液6として例えばし尿の場合には、沈積物16として約
0.3%程度含有されており、沈砂部9の砂溜部11で
は、例えば1回/週、受入部10の沈積部12では、例えば
2回/月、沈砂ピット21の沈殿部22では、例えば1回/
月行われる。In the case where the liquid 6 to be treated is, for example, night soil, the sucked-out sediment 16 contains about 0.3% as the sediment 16. For example, once a week, in the sedimentation section 12 of the receiving section 10, for example, twice a month, and in the sedimentation section 22 of the sand pit 21, for example, once a week.
May be held.
【0042】すなわち、上記沈積物16の吸い出しの際、
沈積物16は、沈降堆積した状態となっている。したがっ
て、受入槽1の受入部10の沈積部12においては、まず、
電動弁41a ,37b を開放し、ブロワ39にて空気導入管36
b から、例えば1.7m3 /分×4000mmAqにて吸引
管34b に空気を導入し、この吸引管34b の下端の開口よ
り沈積物16に空気を吐出する。また、この空気の吐出
は、沈積物16がこなれる一定時間の経過後ブロワ39を停
止し電動弁41a を閉じる。次に、電動弁41b ,37b を開
放し、洗浄ポンプ43にて空気導入管36b より洗浄水を供
給し、こなれた沈積物16の内、比重の軽い紙、ビニー
ル、布、汚物を洗い流し、沈殿した砂類を流動化しやす
い状態とし、洗浄ポンプ43を停止し、電動弁41b を閉じ
る。That is, when the deposit 16 is sucked out,
The sludge 16 is settled and deposited. Therefore, in the deposition part 12 of the receiving part 10 of the receiving tank 1, first,
The electric valves 41a and 37b are opened, and the air introduction pipe 36 is
From b, air is introduced into the suction pipe 34b at, for example, 1.7 m 3 / min × 4000 mmAq, and the air is discharged to the deposit 16 from the opening at the lower end of the suction pipe 34b. The discharge of the air stops the blower 39 and closes the motor-operated valve 41a after a lapse of a predetermined time during which the sludge 16 is absorbed. Next, the motor-operated valves 41b and 37b are opened, and washing water is supplied from the air introducing pipe 36b by the washing pump 43. Of the sludge 16, the lighter-weight paper, vinyl, cloth, and dirt are washed away, and the sediment is washed away. The washed sands are brought into a state of being easily fluidized, the cleaning pump 43 is stopped, and the electric valve 41b is closed.
【0043】そして、真空タンク24内を、例えば5.8
m3 /分×730mmHgで真空ポンプ26で駆動させて真空
状態とし、所定の真空状態に達した時点で、電動弁35b
を開放する。この時同時にブロワ39を運転し、電動弁41
a ,37b を開放し、受入槽1の受入部10の沈積部12に沈
積した沈積物16を、吐出される空気とともに吸引する。Then, the inside of the vacuum tank 24 is, for example, 5.8.
It is driven by a vacuum pump 26 at m 3 / min × 730 mmHg to make a vacuum state, and when a predetermined vacuum state is reached, the electric valve 35b
To release. At this time, the blower 39 is operated at the same time, and the electric valve 41
a and 37b are opened, and the deposit 16 deposited on the depositing section 12 of the receiving section 10 of the receiving tank 1 is sucked together with the discharged air.
【0044】なお、受入槽1の沈砂部9の砂溜部11およ
び貯留槽19の沈砂ピット21の沈殿部22にそれぞれ沈積し
た沈積物16の吸い出しにおいても、上述の受入槽1の受
入部10の沈積部12と同様な吸引工程で吸い出される。The above-described receiving section 10 of the receiving tank 1 is also used for sucking the deposits 16 deposited in the sand reservoir 11 of the sand setting section 9 of the receiving tank 1 and the sediment section 22 of the sand pit 21 of the storage tank 19. Is sucked out in the same suction step as that of the sedimentation section 12.
【0045】そして、この吸引の際、図2に示すよう
に、受入槽1および貯留槽19にて沈積した沈積物16は、
ブロワ39にて空気導入管36b から空気を導入されつつ、
真空ポンプ26にて真空タンク24に真空吸引される。At the time of this suction, as shown in FIG. 2, the deposit 16 deposited in the receiving tank 1 and the storage tank 19 is
While air is introduced from the air introduction pipe 36b by the blower 39,
Vacuum suction is applied to the vacuum tank 24 by the vacuum pump 26.
【0046】この吸引により、沈積物16は、図2に示す
ように、沈積物16の粒間などに空気が存在し、吸引管34
b 内における単位体積当たりの見掛上の比重が低下す
る。さらに、沈積物16は、吐出された空気のエアリフト
により、気泡にて押し上げられるように浮力が働き、吸
引管34b 内を上方に運ばれる。As a result of this suction, as shown in FIG. 2, air is present between the grains of the deposit 16 and the like,
The apparent specific gravity per unit volume in b decreases. Further, the sediment 16 is buoyant by the air lift of the discharged air so as to be pushed up by air bubbles, and is carried upward in the suction pipe 34b.
【0047】このように、真空による吸引に加えて吐出
された空気のエアリフトにより、吸引管34b 内の吸引さ
れた沈積物16は、粒間などに空気が存在して、見掛上の
比重が低下するため、特に、深い位置にある沈積物16も
容易に真空タンク24に吸い上げることができるようにな
る。As described above, due to the air lift of the discharged air in addition to the suction by the vacuum, the sucked deposit 16 in the suction pipe 34b has air between the grains and the like, and the apparent specific gravity is reduced. Because of the lowering, in particular, the sediment 16 at a deep position can be easily drawn into the vacuum tank 24.
【0048】そして、一定時間真空タンク24に吸引した
後、空気導入管36b の電動弁37b を閉じ、真空ポンプ26
を停止するとともに、吸引管34b の電動弁35b を閉じ
る。次に、洗浄弁42を開放するとともに、電動弁41a を
開放し、ブロワ39を運転し沈積物16を空気洗浄し沈積物
16の砂類と汚物とのからみをこなし、一定時間後ブロワ
39を停止し電動弁41a を閉じる。次に、洗浄弁42、電動
弁41b ,44を開放し、洗浄ポンプ43を運転し、真空タン
ク24内の砂類と分離された汚物を洗い流し、その排水を
排水管45を介して受入槽1に戻す。After suction into the vacuum tank 24 for a certain period of time, the electric valve 37b of the air introduction pipe 36b is closed, and the vacuum pump 26
Is stopped, and the electric valve 35b of the suction pipe 34b is closed. Next, the cleaning valve 42 is opened, the motor-operated valve 41a is opened, the blower 39 is operated, and the sediment 16 is air-cleaned to remove the sediment.
Blower after a certain period of time, entangled with 16 sands and filth
39 is stopped and the motor-operated valve 41a is closed. Next, the cleaning valve 42 and the motor-operated valves 41b and 44 are opened, the cleaning pump 43 is operated, the dirt separated from the sands in the vacuum tank 24 is washed away, and the waste water is drained through the drain pipe 45 into the receiving tank 1. Return to
【0049】また、真空ポンプ26による吸引、および、
洗浄における空気および洗浄水の供給の際に、真空タン
ク24内の悪臭を伴う空気は、脱気管27を介して図示しな
い排気処理手段にて無害無臭に処理されて、外気に排出
される。Further, suction by the vacuum pump 26 and
At the time of supplying air and cleaning water during cleaning, air with a bad smell in the vacuum tank 24 is harmlessly and odorlessly treated by exhaust processing means (not shown) through a degassing pipe 27 and is discharged to the outside air.
【0050】また、真空タンク24の洗浄部25に沈積した
洗浄により汚物が取り除かれた礫や砂、金属片などの沈
積物16は、まず水切りコンベア30の水抜電動弁51を閉
じ、電動弁29の開放により、排出管31を介して水切りコ
ンベア30の水溜め部に投下される。Further, the deposit 16 such as gravel, sand, metal pieces, etc. from which dirt has been removed by washing deposited on the washing section 25 of the vacuum tank 24, first closes the electric drain valve 51 of the draining conveyor 30, and closes the electric valve 29. Is discharged through the discharge pipe 31 into the water reservoir of the draining conveyor 30.
【0051】水切りコンベア30内では、スクリュー体57
を数〜数十回転/分でゆっくり回転させ、液溜め部47の
下部の沈積物を、コンベア部48の上方に掻き揚げてい
く。In the draining conveyor 30, the screw 57
Is slowly rotated at several to several tens of revolutions per minute, and the deposits at the lower part of the liquid reservoir 47 are scraped up above the conveyor 48.
【0052】また、この沈積物16の掻き揚げの際、スク
リュー体57とケーシング56との間隙では液溜め部47に堪
った被処理液6や沈積物16に含まれた被処理液6は、間
隙にてコンベア部48の下方に流下し、沈積物16は水切り
される。なお、スクリュー体57とケーシング56との間隙
の寸法より細かい沈積物16、例えば沈砂ピット21から吸
い出した粒径が1mm以下の細かい砂などの沈積物16は、
集積しているため、スクリュー体57とケーシング56との
間隙から下方に落下せず、上方に掻き揚げられて水切り
される。When the sediment 16 is scraped, the liquid 6 to be treated in the liquid reservoir 47 and the liquid 6 contained in the deposit 16 in the gap between the screw body 57 and the casing 56 are removed. , And flows down below the conveyor section 48 in the gap, and the sludge 16 is drained. In addition, the deposit 16 finer than the size of the gap between the screw body 57 and the casing 56, for example, the deposit 16 such as fine sand having a particle diameter of 1 mm or less sucked from the sand pit 21,
Since they are accumulated, they do not fall downward from the gap between the screw body 57 and the casing 56, but are lifted upward and drained.
【0053】水切りコンベア30より沈積物の水切り排出
が終了すると、水抜電動弁51を開放し、液溜め部47の液
を水抜管52を介して受入槽1へ戻し、液溜め部47の液位
を下げ次の沈積物16の受入れ準備を行なう。When the drainage of the sludge is drained and discharged from the draining conveyor 30, the electric valve 51 is opened, the liquid in the liquid reservoir 47 is returned to the receiving tank 1 via the water drainage pipe 52, and the liquid level in the liquid reservoir 47 is changed. To prepare for receiving the next deposit 16.
【0054】そして、このスクリュー体57にて掻き揚げ
られ水切りされた沈積物16は、コンベア部48の上部の排
出口58よりホッパ59に投下され、収容される。この後、
所定量に収容された沈積物16は、シュート61を介して土
石運搬車60に積載され、例えば埋め立て地などにて処理
される。The sediment 16 that has been scooped and drained by the screw body 57 is dropped into a hopper 59 through a discharge port 58 at an upper portion of the conveyor section 48 and is stored therein. After this,
The sludge 16 accommodated in a predetermined amount is loaded on a debris transport vehicle 60 via a chute 61 and processed at, for example, a landfill.
【0055】したがって、従来の除砂装置において、特
に、従来の構造の真空ポンプ26による真空吸引では吸い
出しできなかった、深い位置にある受入槽1および貯留
槽19の底部に沈積した沈積物16を、従来の真空ポンプ26
にて受入槽1および貯留槽19外に吸い出しできる。Therefore, in the conventional sand removing device, the deposit 16 deposited on the bottom of the receiving tank 1 and the storage tank 19 at a deep position, which could not be sucked out by the vacuum suction by the vacuum pump 26 having the conventional structure, is used. , Conventional vacuum pump 26
Can be sucked out of the receiving tank 1 and the storage tank 19.
【0056】このため、従来の除砂装置においては除去
できなかった受入槽1の底部に沈積した沈積物16が除砂
されるため、ポンプ15および除渣手段17に大きな負荷が
掛からず、ポンプ15および除渣手段17の損傷を防止でき
る一方、除渣手段17の構造を簡略化できる。For this reason, the deposit 16 deposited on the bottom of the receiving tank 1 which could not be removed by the conventional sand removing device is sand-removed, so that a large load is not applied to the pump 15 and the residue removing means 17, and the pump 15 The structure of the debris removing means 17 can be simplified while the damage of the debris removing means 17 can be prevented.
【0057】また、貯留槽19の底部の、除渣手段17に
て、紙、ビニール、汚物などの比重の軽いゴミが除去さ
れることで沈降しやすくなった細かい砂、沈積物16も除
砂できるため、次工程以降の生物処理装置などに大きな
負荷が掛からず、次工程以降の生物処理装置などの損傷
および閉塞を防止できるとともに、装置を停止して貯留
槽19内に沈積した沈積物16の取り除き掃除をする必要が
ほとんどなく、除砂効率も向上できる。Further, fine sand and sediment 16, which tend to settle by the removal of light-weight trash such as paper, vinyl, and dirt, by the residue removing means 17 at the bottom of the storage tank 19, also remove sand. Therefore, a large load is not applied to the biological treatment device and the like after the next process, damage and blockage of the biological treatment device and the like after the next process can be prevented, and the sludge 16 deposited in the storage tank 19 by stopping the device can be prevented. There is almost no need to remove and clean, and the sand removal efficiency can be improved.
【0058】さらに、従来、作業者にて受入槽1の沈砂
部9に沈積した沈積物16を真空吸引にて真空タンク24に
吸い出し、真空タンク24内の沈積物16を作業者にて掻き
出していたが、受入槽1の沈積部12および貯留槽19の沈
砂ピット21と同様に、真空タンク24に真空吸引し、水切
りコンベア30にて装置外に排出するため、被処理液6の
除砂を自動化でき、人手を要せず一連の工程で容易に行
え、作業環境問題も解決できる。Further, conventionally, the deposit 16 deposited in the sand settling portion 9 of the receiving tank 1 is sucked into the vacuum tank 24 by vacuum suction, and the deposit 16 in the vacuum tank 24 is scraped out by the operator. However, in the same manner as the sedimentation section 12 of the receiving tank 1 and the sand pit 21 of the storage tank 19, the vacuum suction is applied to the vacuum tank 24 and the draining conveyor 30 discharges the liquid to the outside of the apparatus. It can be automated, can be easily performed in a series of processes without requiring humans, and can solve work environment problems.
【0059】また、真空吸引の際に空気を導入するた
め、吸引管34a ,34b ,34c 内で沈積物16が閉塞するの
を防止でき、安定した除砂ができる。Further, since air is introduced at the time of vacuum suction, it is possible to prevent the deposit 16 from being clogged in the suction pipes 34a, 34b and 34c, and to stably remove sand.
【0060】なお、上記実施例において、し尿の除砂に
ついて説明したが、砂利や砂などを含むいずれの水域の
被処理液6の除砂を対象とすることができる。Although the above embodiment has been described with respect to the removal of sand from night soil, the present invention can be applied to the removal of sand from the liquid 6 to be treated in any water area including gravel and sand.
【0061】また、被処理液6の状態により、沈積物16
を沈積させる複数の槽を設け、それぞれについて空気導
入管36a ,36b ,36c が接続された吸引管34a ,34b ,
34cを配設して真空吸引してもよい。Further, depending on the state of the liquid 6 to be treated, the deposit 16
Are provided, and suction pipes 34a, 34b, to which air introduction pipes 36a, 36b, 36c are respectively connected are provided.
34c may be provided and vacuum suction may be provided.
【0062】[0062]
【発明の効果】請求項1記載の除砂装置によれば、受入
口を介して被処理液が流入される受入槽の底部の沈積部
に開口する吸引管に、この吸引管の沈積部側の端部近傍
に連結した空気導入管より空気を吐出するとともに、真
空ポンプにて沈積部に沈積した沈積物を吸引管を介して
真空タンクに吸引し除砂するので、吸引管に吸引される
沈積物の見掛上の比重が低下するとともに、空気のエア
リフトにより、深い位置に沈積する沈積物を容易に吸い
上げでき、人手を要せず効率よく除砂できる。According to the first aspect of the present invention, the suction pipe which opens at the bottom of the receiving tank into which the liquid to be treated flows through the receiving port is provided on the side of the deposition section of the suction pipe. Air is discharged from the air introduction pipe connected near the end of the pipe, and the deposit deposited in the deposition section is sucked into the vacuum tank through the suction pipe by the vacuum pump to remove sand, so that it is sucked into the suction pipe. The apparent specific gravity of the sediment decreases, and the air lift of the air allows the sediment deposited at a deep position to be easily sucked up, and sand can be efficiently removed without requiring any manpower.
【0063】請求項2記載の除砂装置によれば、導入本
管から真空タンクに供給された洗浄水を、排水管によっ
て真空タンク内の沈積物の洗浄後の洗浄排水として受入
槽に戻すことができる。 According to the sand removing device of the second aspect, the introduction book
Wash water supplied from the pipe to the vacuum tank is drained by the drain pipe.
Received as washing wastewater after washing the sludge in the vacuum tank
Can be returned to the tank.
【図1】本発明の除砂装置の一実施例の構成を示す系統
説明図である。FIG. 1 is a system explanatory diagram showing a configuration of an embodiment of a sand removal device of the present invention.
【図2】同上吸引管にて沈積物を吸引する状況を示す断
面図である。FIG. 2 is a cross-sectional view showing a situation in which a deposit is sucked by the suction pipe.
【図3】従来の除砂装置の一実施例の構成を示す系統説
明図である。FIG. 3 is a system explanatory diagram showing a configuration of an embodiment of a conventional sand removing device.
【図4】同上吸引管にて沈積物を吸引する状況を示す断
面図である。FIG. 4 is a cross-sectional view showing a situation in which a deposit is sucked by the suction pipe.
1 受入槽 2 受入口 6 被処理液 12 沈積部 16 沈積物 24 真空タンク 26 真空ポンプ 30 水切りコンベア 34a ,34b ,34c 吸引管 36a ,36b ,36c 空気導入管 56 ケーシング 57 スクリュー体 58 排出口 DESCRIPTION OF SYMBOLS 1 Receiving tank 2 Receiving port 6 Liquid to be processed 12 Sedimentation part 16 Sediment 24 Vacuum tank 26 Vacuum pump 30 Drain conveyor 34a, 34b, 34c Suction pipe 36a, 36b, 36c Air introduction pipe 56 Casing 57 Screw body 58 Outlet
───────────────────────────────────────────────────── フロントページの続き 審査官 谷口 博 (56)参考文献 特開 平2−35902(JP,A) 特開 昭60−216814(JP,A) (58)調査した分野(Int.Cl.7,DB名) B01D 21/24 ────────────────────────────────────────────────── ─── Continued from the front page Examiner Hiroshi Taniguchi (56) References JP-A-2-35902 (JP, A) JP-A-60-216814 (JP, A) (58) Fields investigated (Int. Cl. 7) , DB name) B01D 21/24
Claims (2)
に沈積部を設けた受入槽と、 この受入槽の沈積部に一端が開口する吸引管と、 この吸引管が接続され前記沈積部に沈積する沈積物を前
記吸引管を介して吸い上げる真空ポンプを有した真空タ
ンクと、 一端が前記吸引管の前記沈積部側の端部近傍に連結され
前記吸引管に空気を吐出するとともに洗浄水を供給する
空気導入管と、一端が前記真空タンクに接続されかつ他端が前記空気導
入管に接続され、前記真空タンクに空気を吐出するとと
もに洗浄水を供給する導入本管とを備え、 前記空気導入管から前記吸引管に洗浄水を供給すること
により前記沈積部内の沈積物を流動しやすい状態とした
後、前記空気導入管から前記吸引管に空気を吐出すると
ともに前記真空ポンプにて前記沈積部内の沈積物を前記
空気導入管から吐出された空気とともに前記真空タンク
内に吸引し、 この真空ポンプによる吸引の後に、前記導入本管から前
記真空タンクへの空気の吐出と前記導入本管から前記真
空タンクへの洗浄水の供給とを行う ことを特徴とする除
砂装置。1. A receiving tank having a receiving port into which a liquid to be treated flows and having a sedimentary portion at the bottom, a suction pipe having one end opening in the sedimentary part of the receiving tank, and the suction pipe connected to the suction pipe. a vacuum tank a deposit of depositing the deposition unit having a vacuum pump to suck through the suction pipe, with one end connected to the end portion of the deposition portion of the suction pipe for discharging air to the suction pipe An air inlet pipe for supplying washing water , one end connected to the vacuum tank and the other end connected to the air guide
It is connected to the inlet pipe and discharges air to the vacuum tank.
An inlet main pipe for supplying washing water, and supplying the washing water from the air inlet pipe to the suction pipe.
The sediment in the sedimentation section was made to flow easily
Later, when air is discharged from the air introduction pipe to the suction pipe
Both the vacuum pump and the deposit in the depositing section
The vacuum tank together with the air discharged from the air introduction pipe
And after suction by this vacuum pump,
Discharge air to the vacuum tank and
A sand removing device for supplying washing water to an empty tank .
浄水を、前記真空タンク内の沈積物の洗浄後の洗浄排水
として受入槽に戻す排水管を備えた ことを特徴とする請
求項1記載の除砂装置。 2. The washing supplied from an introduction main pipe to a vacuum tank.
Cleaning water after washing the sludge in the vacuum tank
Characterized by comprising a drainage pipe back to the receiving vessel as 請
The sand removal device according to claim 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18158693A JP3333592B2 (en) | 1993-07-22 | 1993-07-22 | Sand removal equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18158693A JP3333592B2 (en) | 1993-07-22 | 1993-07-22 | Sand removal equipment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0731807A JPH0731807A (en) | 1995-02-03 |
JP3333592B2 true JP3333592B2 (en) | 2002-10-15 |
Family
ID=16103404
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18158693A Expired - Lifetime JP3333592B2 (en) | 1993-07-22 | 1993-07-22 | Sand removal equipment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3333592B2 (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3288823B2 (en) * | 1993-10-01 | 2002-06-04 | 旭テック株式会社 | Sand removal method and device for sand basin |
JP2005224788A (en) * | 2004-01-13 | 2005-08-25 | Asahi Tec Corp | Sand sedimentation pond facility, removal method for sand using the same, and sand sedimentation pond |
JP5134699B2 (en) * | 2004-01-13 | 2013-01-30 | アクアインテック株式会社 | Sedimentation basin equipment |
JP4803818B2 (en) * | 2007-01-11 | 2011-10-26 | 株式会社タクマ | Sedimentation treatment equipment and sedimentation treatment method |
CN111363666A (en) * | 2020-04-30 | 2020-07-03 | 定州四方诚信畜牧科技有限公司 | Biological marsh gas feeding system |
CN113617767B (en) * | 2021-08-20 | 2024-07-19 | 无锡时代桃源环保设备有限公司 | Tank sediment online cleaning device and cleaning method thereof |
-
1993
- 1993-07-22 JP JP18158693A patent/JP3333592B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0731807A (en) | 1995-02-03 |
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