JP2010279859A - Fluid transferring apparatus for sewage treatment - Google Patents

Fluid transferring apparatus for sewage treatment Download PDF

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JP2010279859A
JP2010279859A JP2009133199A JP2009133199A JP2010279859A JP 2010279859 A JP2010279859 A JP 2010279859A JP 2009133199 A JP2009133199 A JP 2009133199A JP 2009133199 A JP2009133199 A JP 2009133199A JP 2010279859 A JP2010279859 A JP 2010279859A
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water tank
crushing
residue
water
water flow
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JP5336266B2 (en
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Tomoya Masuda
智也 増田
Kazuhiko Yoneyama
和彦 米山
Naoya Kawakami
直哉 川上
Toshitaka Ohara
利隆 大原
Kohei Kirimura
康平 桐村
Kenji Suzuki
賢二 鈴木
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ASAHI TEC ENVIRONMENTAL SOLUTIONS CORP
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ASAHI TEC ENVIRONMENTAL SOLUTIONS CORP
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Abstract

<P>PROBLEM TO BE SOLVED: To efficiently transfer sewage residue without causing flocculation of the sewage residue after crushing with respect to a fluid transferring apparatus for carrying out fluid transfer of the sewage residue removed from sewage. <P>SOLUTION: The sewage residue in a stream from a stream trough 10 is subjected to crushing of a first step by an inflow side crusher 12 and once is sent to an acceptance water tank 14 from an inflow port 30. The sewage residue in the acceptance water tank 14 is subjected to crushing of a second step by an outflow side crusher 16 from an outflow port 32 and then is discharged from a suction pipe 18 under suction by a discharge pump 20. The acceptance water tank 14 is constituted of a rectangular upper side box part 14a having the inflow port 30 and a conical lower side box part 14b narrowing downward and having the outflow port 32. Thereby a straight water stream can be obtained and the sewage residue subjected to crushing of the first step by the inflow side crusher 12 is sent to the outflow side crusher 16 without causing flocculation in the acceptance water tank 14 and crushing of the second step can be efficiently performed. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

この発明は下水中から取り除かれたし渣(スクリーン渣)等の固形異物を流体移送する流体移送装置に関するものである。   The present invention relates to a fluid transfer device that fluidly transfers solid foreign matters such as screen residue removed from sewage.

沈砂池からし渣分離装置によって分離採集されたし渣を流水トラフによって流体移送し、流体移送の過程において流水中のし渣を破砕装置によって破砕するものが公知である。公知の破砕装置においては、入口に第1洗浄部が設けられ、第1洗浄部において洗浄後のし渣は破砕装置によっては最後に第2洗浄部に送る。第2洗浄部には攪拌機が設けられ、破砕装置によって破砕されたし渣は洗浄水と共に攪拌を受け、二次洗浄部の底面に開口する排出用吸込み管に外部設置の排出ポンプにて吸引され、スクリーン分離機にてし渣のみ分離され、処理場に運搬される。また、沈砂池からのし渣の分離及び水流による搬送については特許文献2に記載されている。
特開2001−187399号公報 特開2004−141818号公報
It is known that sediment collected from a sedimentation basin is collected and collected by a running water trough, and the running residue is crushed by a crushing device in the course of fluid transfer. In a known crushing device, a first cleaning unit is provided at the inlet, and the residue after cleaning in the first cleaning unit is finally sent to the second cleaning unit depending on the crushing device. The second washing section is equipped with a stirrer, and the residue crushed by the crushing device is agitated together with the washing water, and sucked by the discharge pump installed outside in the discharge suction pipe that opens at the bottom of the secondary washing section. Then, only the residue is separated by a screen separator and transported to the treatment plant. Further, Patent Document 2 describes separation of residue from a sand basin and conveyance by water flow.
JP 2001-187399 A JP 2004-141818 A

特許文献1の技術は破砕装置によって破砕されたし渣を第2洗浄部に設けられる攪拌装置による混合作用によって水に広く分散させ、排出ポンプによる流水下でのし渣の移送を効率よく行うという思想のものであった。しかしながら、本発明者による試験結果では攪拌装置によるし渣を含んだ水の攪拌は、たとえ、破砕装置によってし渣を裁断後であっても、必ずしも水中でのし渣の均等分散には寄与せず、むしろ、し渣の凝集を起こさせるという別の問題を生じさせることが分かった。これは以下の理由によるものである。即ち、し渣分離装置により沈砂池から分離されるし渣の中にはビニール片や布切れなどの他に紐や髪の毛などが必ず含まれており、ビニール片等は破砕装置による裁断は受けるが、髪の毛等は細いため殆どが破砕装置をそのまますり抜けてしまう。裁断後に第2洗浄部に流入したビニール片等は一旦はバラバラにされているが、軽量であるため中々沈まず、攪拌によってかえって髪の毛等のひも状物が絡みつき、玉状に凝集させてしまう結果となる。そのため、排出ポンプへのスムースな流入が阻害され、排出ポンプの吸引口を閉塞してしまう恐れさえあった。   The technology of Patent Document 1 is that the residue crushed by the crushing device is widely dispersed in water by the mixing action of the stirring device provided in the second washing unit, and the residue is efficiently transferred under running water by the discharge pump. It was an idea. However, in the test results by the present inventors, stirring of water containing residue with a stirrer does not necessarily contribute to uniform dispersion of residue in water, even after cutting the residue with a crushing device. Rather, it has been found that it causes another problem of causing aggregation of the residue. This is due to the following reason. In other words, the slag separated from the sand basin by the slag separator contains laces, hair, etc. in addition to vinyl fragments and pieces of cloth. Vinyl fragments are cut by the crusher. Because the hair is thin, most of it slips through the crushing device as it is. The piece of vinyl that has flowed into the second cleaning section after cutting is once broken apart, but because it is lightweight, it does not sink in the middle, but instead of stirring, the string such as hair gets entangled and aggregates into a ball shape. It becomes. Therefore, the smooth inflow to the discharge pump is hindered and the suction port of the discharge pump may be blocked.

この発明は水中での攪拌はし渣の分散をかえって損なうという従来技術の問題点に注目し、その解決のためなされたものであり、破砕後のし渣の凝集を伴うことなく、吸引下でのし渣の移送を効率的に行うようにすることを目的とする。   This invention pays attention to the problem of the prior art that the stirring in water and the dispersion of the residue is lost, and has been made to solve the problem. The purpose is to efficiently transfer the residue.

この発明によれば、下水から分離された固形異物を水流下で搬送する搬送路と、前記搬送路からの水流中の固形異物に第1段階の破砕を行わせる第1の破砕手段と、流入口及び流出口を備え、第1の破砕手段を通過後の水を流入口から流入後一旦受容させる受容水槽と、前記受容水槽の流出口から排出される水流中の固形異物に第2段階の破砕を行わせる第2の破砕手段と、第2の破砕手段を通過後の水流を排出する排出路と、前記排出路に設けられ、水流下でのし渣の排出を行う排出手段とを備えた汚水処理用流体移送装置が提供される。   According to the present invention, the transport path for transporting the solid foreign matter separated from the sewage under the water flow, the first crushing means for causing the solid foreign matter in the water flow from the transport path to perform the first stage crushing, and the flow A receiving water tank having an inlet and an outlet and receiving water after flowing through the first crushing means once after passing through the inlet; and a solid foreign substance in the water discharged from the outlet of the receiving water tank in the second stage A second crushing means for crushing; a discharge path for discharging the water flow after passing through the second crushing means; and a discharge means provided in the discharge path for discharging the residue under the water flow. A sewage treatment fluid transfer device is provided.

前記搬送路と受容水槽と排出路とは、平面で見て、搬送路から受容水槽を介して排出路への実質的に一直線に沿った水流が形成されるように配置されているのが好ましく、また、側面で見て、搬送路から受容水槽を介して排出路への上から下へ傾斜しながらの水流が形成されるように配置されているのが好ましい。そして受容水槽の流入口の水深は流出口の水深の2倍以上であるのが好ましい。   It is preferable that the transport path, the receiving water tank, and the discharge path are arranged so that a water flow substantially along a straight line from the transport path to the discharge path through the receiving water tank is formed in a plan view. Moreover, it is preferable that the water flow is formed so as to be inclined from top to bottom from the conveyance path to the discharge path through the receiving water tank when viewed from the side. And it is preferable that the water depth of the inlet of a receiving water tank is 2 times or more of the water depth of an outlet.

また、前記受容水槽内に開口し、前記流出口に向けて水を噴出する給水管を設けることができる。   Moreover, the water supply pipe which opens in the said receiving water tank and ejects water toward the said outflow port can be provided.

この発明によれば、水流中のし渣等の固形異物は第1の破砕手段により破砕を受けた後、一旦受容水槽に受容され、破砕後の異物は受容水槽中において分散され、その後第2の破砕手段により破砕を受けることで更に細かくなり、排出ポンプにより吸引排出される。第1段階の破砕後のし渣等の異物は一旦受容水槽に受け取られるも、その後直ぐに第2の破砕装置に送られるため、異物は凝集することなく第2の破砕装置により更に細かく砕かれるため、吸引下での効率的なし渣等の異物の水流搬送が可能となる。   According to the present invention, solid foreign matters such as residue in the water stream are crushed by the first crushing means, and then once received in the receiving water tank. The crushed foreign substances are dispersed in the receiving water tank, and then the second It is made finer by being crushed by the crushing means and sucked and discharged by the discharge pump. Foreign matter such as residue after crushing in the first stage is once received in the receiving water tank, but then sent to the second crushing device immediately thereafter, so that the foreign matter is further finely crushed by the second crushing device without agglomeration. In addition, the water flow of foreign matters such as residue can be efficiently performed under suction.

また、一直線にかつ上から下に傾斜しながら搬送路から受容水槽を介して排出路への水流が形成されるため、第1段階の破砕後の異物は分散状態のままで即ち凝集することなく、直ちに第2段階の破砕作用を受けることができ、吸引口を閉塞することがないため、効率的な吸引下での異物の移送を行うことができる。   Further, since a water flow is formed from the conveyance path to the discharge path through the receiving water tank while being inclined in a straight line and from the top to the bottom, the foreign matter after the first stage crushing remains in a dispersed state, that is, without agglomeration. Since the second stage crushing action can be immediately received and the suction port is not blocked, the foreign matter can be transferred efficiently.

図1はこの発明の汚水処理用流体移送装置の概略的縦断面図である。FIG. 1 is a schematic longitudinal sectional view of a sewage treatment fluid transfer apparatus according to the present invention. 図1はこの発明の汚水処理用流体移送装置の概略的横断面図である。FIG. 1 is a schematic cross-sectional view of a sewage treatment fluid transfer apparatus according to the present invention. 図3は図2のIII−III線に沿った受容水槽の矢視断面図である。FIG. 3 is a cross-sectional view of the receiving water tank taken along the line III-III in FIG.

以下、この発明の汚水処理用流体移送装置を汚水処理場におけるし渣の処理において実施した場合を例に説明すると、10は汚水処理場における沈砂池(図示しない)から取り出されたし渣を水流下で移送するための流水トラフ(この発明の搬送路)を示す。周知のように沈砂池にはし渣を捕捉するためのスクリーンを備えており、爪を供えたコンベヤがスクリーンに近接して設けられ、スクリーンに捕捉されたし渣はコンベヤの爪に引っ掛けられて沈砂池の上方に運び出され、流水トラフ10に落とされて流水下でのし渣の搬送が行われるようになっている。沈砂池から取り出されたし渣の流水トラフによる流水下の搬送方式は特許文献2等に記載のものと同様に構成することができる。   Hereinafter, the case where the sewage treatment fluid transfer device of the present invention is implemented in the treatment of slag in a sewage treatment plant will be described as an example. A running water trough (conveyance path of the present invention) for transporting below is shown. As is well known, the sand basin is equipped with a screen for catching debris, and a conveyor with claws is provided close to the screen, and the debris caught by the screen is caught by the claws of the conveyor. It is carried out above the settling basin and dropped on the running water trough 10 to carry the residue under running water. The conveying system under running water by the running water trough of the residue taken out from the sand basin can be configured in the same manner as described in Patent Document 2 and the like.

流水トラフ10により水流下で送られてきたし渣は、流入側破砕装置12(この発明の第1の破砕手段)により第1段階の破砕を受けた後、案内シュート13を介し受容水槽14に一旦受け取られ、受容水槽14から流出側破砕装置16(この発明の第2の破砕手段)により第2段階の破砕を受けた後、吸引管18(この発明の排出路)より排出ポンプ20(この発明の排出手段)による吸引下で搬出場まで流体移送される。   The residue sent under the water flow by the flowing water trough 10 is subjected to the first stage crushing by the inflow side crushing device 12 (the first crushing means of the present invention), and then once to the receiving water tank 14 via the guide chute 13. After being received and subjected to the second stage crushing from the receiving water tank 14 by the outflow side crushing device 16 (second crushing means of the present invention), the discharge pump 20 (this invention) is supplied from the suction pipe 18 (discharge path of this invention). The fluid is transferred to the unloading site under suction by the discharge means.

流入側破砕装置12は流水トラフ10からの流水中に含まれるビニール片など固形異物の破砕が可能なものであれば如何なる構造のものでも良いが、この実施形態では特許文献1の構造に準じたものであり、一対の直立破砕ユニット22, 24を備えており、直立破砕ユニット22, 24の各々は直立方向に沿って間隔をおいた複数のカッタディスク22-1, 24-1を備えており、各直立破砕ユニット22, 24を構成するカッタディスク22-1, 24-1は夫々の軸22-2, 24-2に固定され、回転駆動モータ26は軸22-2, 24-2の一方に連結され、かつ軸22-2, 24-2は歯車(図示しない)により相互に連結され、回転駆動モータ26の回転軸の回転は、カッタディスク22-1, 24-1をして内向きにかつ流水トラフ10から受容水槽14に向けて回転させる。そして、一方の直立破砕ユニット22, 24の一つのカッタディスク22-1又は 24-1が他方の直立破砕ユニット24, 22の隣接するカッタディスク24-1又は22-1に部分的に面接触しつつ幾分入り込んだ構造をなす。そのため、流水トラフ10からの流水中に運ばれてくるし渣は面接触するカッタディスク22-1, 24-1間で破砕を受ける。   The inflow side crushing device 12 may have any structure as long as it can crush solid foreign matters such as vinyl pieces contained in flowing water from the flowing water trough 10, but in this embodiment, it conforms to the structure of Patent Document 1. It is equipped with a pair of upright crushing units 22, 24, and each of the upright crushing units 22, 24 has a plurality of cutter disks 22-1, 24-1 spaced along the upright direction. The cutter disks 22-1, 24-1 constituting each of the upright crushing units 22, 24 are fixed to the respective shafts 22-2, 24-2, and the rotary drive motor 26 is one of the shafts 22-2, 24-2. And the shafts 22-2 and 24-2 are connected to each other by gears (not shown), and the rotation shaft of the rotary drive motor 26 rotates inward through the cutter disks 22-1 and 24-1. And from the running water trough 10 toward the receiving water tank 14. Then, one cutter disk 22-1 or 24-1 of one upright crushing unit 22, 24 partially makes surface contact with the adjacent cutter disk 24-1 or 22-1 of the other upright crushing unit 24, 22. However, it has a slightly intrusive structure. Therefore, the residue carried into the running water from the running water trough 10 is crushed between the cutter disks 22-1, 24-1 in surface contact.

受容水槽14は上部に流入口30及び下部に流出口32を備え、流入側破砕装置12からの破砕されたし渣は流入口30より受容水槽14に導入され、流出口32より流出側破砕装置16に流出されるようになっている。受容水槽14は流入口30からの水流を一旦受け止め流出口32に導くものであり、攪拌機能を意図しないが、流入側破砕装置12により破砕されたし渣の分散を起こさせるための最低限の容積は持させつつ、し渣を含んだ水流を流入口30から流出口32へ実質的に停留を起こさせること無く円滑に導くため入口から出口に向け適当な落差を有した構造となっている。即ち、受容水槽14は矩形の上側箱部14aと、下側に狭まった錐台状の下側箱部14bとからなり、下側箱部14bは上側箱部14aの後側面(入口側面)14a-1及び両側面14a-2に連なる面14b-1, 14b-2は下向きに窄まる傾斜面をなすが、上側箱部14aの前側面14a-3に連なる前側面14b-3はそのまま直立しており、下側箱部14bの前寄りに底面14b-4が形成される。そして、受容水槽14の上側箱部14aの後側面(入り口側面)14a-1に前記の流入口30が形成され、流入側破砕装置12により第1段階の破砕を受けたし渣を受け取り、受容水槽14の下側箱部14bの前側面(出口側面)14b-3に前記の流出口32が形成され、第2段階の破砕のため流出側破砕装置16に排出を行う。下側箱部14bの流入口面(後側面)14b-1に給水管33が開口する。   The receiving water tank 14 has an inlet 30 at the upper part and an outlet 32 at the lower part, and the crushed residue from the inflow side crushing device 12 is introduced into the receiving water tank 14 through the inlet 30, and the outflow side crushing apparatus from the outlet 32. 16 is leaked out. The receiving water tank 14 temporarily receives the water flow from the inlet 30 to the outlet 32 and does not intend a stirring function, but is the minimum for causing dispersion of the residue crushed by the inflow side crushing device 12. In order to smoothly guide the water flow including the residue from the inflow port 30 to the outflow port 32 without causing a substantial stop while maintaining the volume, the structure has an appropriate drop from the inlet to the outlet. . That is, the receiving water tank 14 includes a rectangular upper box portion 14a and a frustum-shaped lower box portion 14b narrowed to the lower side, and the lower box portion 14b is a rear side surface (inlet side surface) 14a of the upper box portion 14a. -1 and the surfaces 14b-1 and 14b-2 connected to both side surfaces 14a-2 form an inclined surface that narrows downward, but the front side surface 14b-3 connected to the front side surface 14a-3 of the upper box portion 14a stands upright as it is. A bottom surface 14b-4 is formed in front of the lower box portion 14b. The inflow port 30 is formed in the rear side surface (inlet side surface) 14a-1 of the upper box portion 14a of the receiving water tank 14, and receives the residue that has been crushed in the first stage by the inflow side crushing device 12, and receives the residue. The outflow port 32 is formed in the front side surface (outlet side surface) 14b-3 of the lower box portion 14b of the water tank 14, and is discharged to the outflow side crushing device 16 for crushing in the second stage. A water supply pipe 33 opens on the inlet surface (rear side surface) 14b-1 of the lower box portion 14b.

受容水槽14の容積は流入側破砕装置12による第1段階での破砕後のし渣を分散させるために必要な最小限の大きさであり、従って、受容水槽14での停留時間は零ではあり得ないが、発明者等の試験結果では受容水槽14での滞留時間を1分程になるように受容水槽14の大きさ及び落差を設計すれば、受容水槽14でのし渣の停留は実質的に起こらず、破砕し渣が受容水槽14で凝集することは起こらないことが分かった。   The volume of the receiving water tank 14 is the minimum size required to disperse the residue after the first stage crushing by the inflow side crushing device 12, and therefore the retention time in the receiving water tank 14 is zero. Although the test results of the inventors etc. cannot be obtained, if the size and drop of the receiving water tank 14 are designed so that the residence time in the receiving water tank 14 is about 1 minute, the retention of the residue in the receiving water tank 14 is substantially Thus, it was found that crushing and residue were not aggregated in the receiving water tank 14.

流出側破砕装置16は一対の直立破砕ユニット34,36からなり、直立破砕ユニット34,36の構造は流入側破砕装置12のそれと同様であるため詳細は省略するが、一方の直立破砕ユニットの一つ34(又は36)のカッタディスク34-1(又は36-1)、が他方の直立破砕ユニット36(又は34)の隣接するカッタディスク36-1(又は36-1)に部分的に面接触しつつ幾分入り込んだ構造をなすことにより、流水下で運ばれてくるし渣は面接触するカッタディスク間で破砕を行うようになっており、また、破砕ユニット34,36の回転駆動用のモータ35を備えている。流出側破砕装置16と受容水槽の下側箱部14bの流出口32との接続は可能であれば直接が望ましいが配置上困難であり、テーパ状の接続管40が配置されている。そして、流出側破砕装置16は出口側においてテーパ状の接続管42を介して吸引管18により排出ポンプ20の吸引口20-1に接続される。   The outflow side crushing device 16 is composed of a pair of upright crushing units 34 and 36, and the structure of the upright crushing units 34 and 36 is the same as that of the inflow side crushing device 12, but the details are omitted. 34 (or 36) cutter disk 34-1 (or 36-1) is partly in surface contact with the adjacent cutter disk 36-1 (or 36-1) of the other upright crushing unit 36 (or 34). However, it has a structure that is somewhat intruded, so that the residue that is carried under running water is crushed between the cutter disks that are in surface contact with each other. 35. Although connection with the outflow side crushing apparatus 16 and the outflow port 32 of the lower box part 14b of the receiving water tank is desirable if possible, it is difficult to arrange, and a tapered connecting pipe 40 is disposed. The outflow side crushing device 16 is connected to the suction port 20-1 of the discharge pump 20 by the suction pipe 18 via the tapered connection pipe 42 on the outlet side.

吸引管18に設けられる排出ポンプ20は第2段階の破砕後のし渣等の固形異物を吸引下で移送するもので、この機能を達成し得るものであれば如何なる構成のものでも良いが、低廉でかつ低振動及び低騒音であることから渦流式ポンプが好ましい。排出ポンプ20は吸引口20-1及び吐出口20-2を備え、吸引口20-1からし渣を含んだ水が吸引され、吐出口20-2から排出される。排出ポンプ20の吐出口20-2は送出管43によりし渣洗浄サイト(図示しない)に接続される。し渣洗浄サイトは浄水場における地上に位置している。尚、排出ポンプ20の入口部に開閉弁44 、出口部に出口弁46設けられる。これらの弁44, 46は電動式等として構成され、通常は閉鎖状態であるが、し渣の水流下での排出処理時に開放される。   The discharge pump 20 provided in the suction pipe 18 transfers solid foreign matters such as residue after crushing in the second stage under suction, and may have any configuration as long as this function can be achieved. A vortex pump is preferred because of its low cost, low vibration and low noise. The discharge pump 20 includes a suction port 20-1 and a discharge port 20-2. Water containing residue is sucked from the suction port 20-1 and discharged from the discharge port 20-2. The discharge port 20-2 of the discharge pump 20 is connected to a residue cleaning site (not shown) by a delivery pipe 43. The residue washing site is located on the ground in the water treatment plant. An opening / closing valve 44 is provided at the inlet of the discharge pump 20 and an outlet valve 46 is provided at the outlet. These valves 44 and 46 are configured as an electric type or the like, and are normally in a closed state, but are opened at the time of discharge processing under the water flow of the residue.

この発明の動作について説明すると、し渣を含んだ水は、流水トラフ10から案内シュート13を介して流入側破砕装置12に流通され、し渣は第1段階の破砕を受け、流入口30より、受容水槽14に流入される。案内シュート13は下向きに傾斜しているため、受容水槽14は流水トラフ10から一段下がって位置しており、案内シュート13から受容水槽14へのスムースな流れが得られる。そして、受容水槽14は、流入口30を備えた上側箱部14aと、流出口32を備えた下側箱部14bとからなり、下側箱部14bは流入口30側の面14b-1が流出口32に向けて絞られるように傾斜し(図1)、側面14b-2が下向きに絞られ(図3)、下側箱部14bは全体としては前向きに絞られているため、流入口30から流出口32に向けてのスムースな水流(矢印a)が得られ、また、流入側破砕装置12を通過した破砕後のし渣は受容水槽14内でフリーとなるため一旦は分散状態とされる。そのため、受容水槽14内のし渣は停留や凝集を起こすことなく、流入口30から流出口32に向けての水流に乗って接続管40を介して流入側破砕装置12に導入され、速やかに第2段階の破砕を受けることができる。図1において一点鎖線Lはし渣の搬送工程中の液面レベルを示しており、受容水槽14における水深は流入口30においてh、流出口32においてhにて表され、流出口での水深hが流入口での水深hの2倍以上であることが、入口と出口との落差によるスムースな水流を得るため好ましいことがわかった。 The operation of the present invention will be described. Water containing residue is circulated from the flowing water trough 10 to the inflow side crushing device 12 through the guide chute 13, and the residue is subjected to the first stage of crushing and flows from the inlet 30. , And flows into the receiving water tank 14. Since the guide chute 13 is inclined downward, the receiving water tank 14 is positioned one step down from the flowing water trough 10, and a smooth flow from the guiding chute 13 to the receiving water tank 14 is obtained. And the receiving water tank 14 consists of the upper side box part 14a provided with the inflow port 30, and the lower side box part 14b provided with the outflow port 32, and the lower side box part 14b has surface 14b-1 by the side of the inflow port 30. Inclined so as to be squeezed toward the outlet 32 (FIG. 1), the side surface 14b-2 is squeezed downward (FIG. 3), and the lower box part 14b is squeezed forward as a whole. A smooth water flow (arrow a) from 30 to the outlet 32 is obtained, and the crushed residue that has passed through the inflow side crushing device 12 becomes free in the receiving water tank 14, so that it is once dispersed. Is done. Therefore, the residue in the receiving water tank 14 is introduced into the inflow side crushing device 12 through the connection pipe 40 by riding on the water flow from the inlet 30 toward the outlet 32 without causing any retention or aggregation. The second stage of crushing can be performed. In FIG. 1, the alternate long and short dash line L indicates the liquid level during the transporting process of the residue, and the water depth in the receiving water tank 14 is represented by h 1 at the inlet 30 and h 2 at the outlet 32. It has been found that the water depth h 1 is preferably at least twice the water depth h 2 at the inlet to obtain a smooth water flow due to a drop between the inlet and the outlet.

受容水槽14の下側箱部14bにおける流入口30側の傾斜面14b-1に開口した給水管33からは補助的に給水が行われ、給水管33から給水により生じた水流は矢印bのように流出口32に向けて放出されるため、流出口32から流出側破砕装置16へのし渣の抜けが良くなり、流出側破砕装置16での第2段階の効率的な破砕に寄与させることができる。   Water is supplementarily supplied from the water supply pipe 33 that opens to the inclined surface 14b-1 on the inlet 30 side in the lower box portion 14b of the receiving water tank 14, and the water flow generated by the water supply from the water supply pipe 33 is as shown by an arrow b. Since it is discharged toward the outlet 32, the removal of the residue from the outlet 32 to the outflow side crushing device 16 is improved, and this contributes to efficient second stage crushing in the outflow side crushing device 16. Can do.

第2段階後の破砕を受けたし渣は、水と共に吸引管18により排出ポンプ20に吸引口20-1より吸引され、吐出口20-2から矢印cのようにし渣洗浄サイト(図示しない)におけるし渣の洗浄及び分離に水流下で移送され、し渣洗浄サイトで分離後のし渣はトラック等により焼却場等の処理場に陸上輸送される。弁44, 46はし渣の移送中は開放されるが、受容水槽14の液面が限界より下がった場合に閉鎖され、排出ポンプ20の空運転状態を回避する。   The residue that has been crushed after the second stage is sucked together with water by the suction pipe 18 into the discharge pump 20 from the suction port 20-1, and the residue cleaning site (not shown) as shown by the arrow c from the discharge port 20-2. It is transferred under water flow for washing and separation of the residue at the residue, and the residue after separation at the residue washing site is transported by land to a treatment plant such as an incinerator. The valves 44 and 46 are opened during transfer of the residue, but are closed when the liquid level of the receiving water tank 14 falls below the limit, and the empty operation state of the discharge pump 20 is avoided.

10…流水トラフ(この発明の搬送路)
12…流入側破砕装置12(この発明の第1の破砕手段)
13…案内シュート
14…受容水槽
14a…上側箱部
14b…下側箱部
16…流出側破砕装置(この発明の第2の破砕手段)
18…吸引管18(この発明の排出路)
20…排出ポンプ(この発明の排出手段)
30…流入口
32…流出口
33…給水管
10 ... Running water trough (conveyance path of the present invention)
12 ... Inflow side crushing device 12 (first crushing means of the present invention)
DESCRIPTION OF SYMBOLS 13 ... Guide chute 14 ... Receiving water tank 14a ... Upper side box part 14b ... Lower side box part 16 ... Outflow side crushing apparatus (2nd crushing means of this invention)
18 ... suction pipe 18 (discharge path of the present invention)
20 ... discharge pump (discharge means of the present invention)
30 ... Inlet 32 ... Outlet 33 ... Water pipe

Claims (5)

下水から分離された固形異物を水流下で搬送する搬送路と、前記搬送路からの水流中の固形異物に第1段階の破砕を行わせる第1の破砕手段と、流入口及び流出口を備え、第1の破砕手段を通過後の水流を流入口から流入後一旦受容せさる受容水槽と、前記受容水槽の流出口から排出される水流中の固形異物に第2段階の破砕を行わせる第2の破砕手段と、第2の破砕手段を通過後の水流を排出する排出路と、前記排出路に設けられ、水流下でのし渣の排出を行う排出手段とを備えた汚水処理用流体移送装置。   A transport path for transporting solid foreign matter separated from sewage under a water flow, a first crushing means for causing the solid foreign matter in the water flow from the transport path to perform a first stage crushing, an inlet and an outlet The second stage crushing is performed on the receiving water tank that once receives the water flow after passing through the first crushing means after flowing in from the inlet and the solid foreign matter in the water flow discharged from the outlet of the receiving water tank. A sewage treatment fluid comprising two crushing means, a discharge path for discharging the water flow after passing through the second crushing means, and a discharge means provided in the discharge path for discharging the residue under the water flow Transfer device. 請求項1に記載の発明において、前記搬送路と受容水槽と排出路とは、平面で見て、搬送路から受容水槽を介して排出路への実質的に一直線に沿った水流が形成されるように配置されている汚水処理用流体移送装置。   In the invention according to claim 1, the transport path, the receiving water tank, and the discharge path form a water flow substantially along a straight line from the transport path to the discharge path through the receiving water tank when viewed in plan. The sewage treatment fluid transfer device is arranged as described above. 請求項2に記載の発明において、前記搬送路と受容水槽と排出路とは、側面で見て、搬送路から受容水槽を介して排出路への上から下へ傾斜しながらの水流が形成されるように配置されている汚水処理用流体移送装置。   In the invention according to claim 2, the conveyance path, the receiving water tank, and the discharge path form a water flow that is inclined from above to below from the conveyance path to the discharge path through the receiving water tank when viewed from the side. The sewage treatment fluid transfer device is arranged in such a manner. 請求項3に記載の発明において、前記受容水槽の流入口の水深は流出口の水深の2倍以上である汚水処理用流体移送装置。   4. The sewage treatment fluid transfer apparatus according to claim 3, wherein the water depth at the inlet of the receiving water tank is at least twice the water depth at the outlet. 請求項1から4のいずれか一項に記載の発明において、前記受容水槽内に開口し、前記流出口に向けて水を噴出する給水管を備えた汚水処理用流体移送装置。   5. The sewage treatment fluid transfer apparatus according to claim 1, further comprising a water supply pipe that opens into the receiving water tank and ejects water toward the outflow port. 6.
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