JP2017202454A - Sand removing device of sand basin - Google Patents

Sand removing device of sand basin Download PDF

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JP2017202454A
JP2017202454A JP2016095904A JP2016095904A JP2017202454A JP 2017202454 A JP2017202454 A JP 2017202454A JP 2016095904 A JP2016095904 A JP 2016095904A JP 2016095904 A JP2016095904 A JP 2016095904A JP 2017202454 A JP2017202454 A JP 2017202454A
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sand
basin
collection
collecting
pipe
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JP6727027B2 (en
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克 雛森
Katsumi Hinamori
克 雛森
登 伊谷
Noboru Itani
登 伊谷
剛生 堤
Takeo Tsutsumi
剛生 堤
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Hitachi Ltd
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Hitachi Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a sand removing device of a sand basin having proper arrangement of a sand collection nozzle, setting of a jet direction and a basin bottom shape, capable of collecting sand efficiently without a residue of sedimentation sand even when performing sand collection by a low-pressure injection water.SOLUTION: In a sand removing device of a sand basin using a low-pressure type sand collector for collecting and lifting sand after discharging water and drying the sand basin 1, an approximately rectangular loop-shaped sand collection pipe 24 having one sand collection automatic valve 23a and a plurality of sand collection nozzles 24d attached thereto is provided on a position on a water surface of the sand basin 1 in each sand collection area block.SELECTED DRAWING: Figure 1

Description

本発明は、沈砂池の除砂装置に関し、特に、低圧の噴射水によって集砂を行う低圧式の集砂装置を用いた沈砂池の除砂装置に関するものである。   The present invention relates to a sand removal device for a sand basin, and more particularly to a sand removal device for a sand basin using a low pressure type sand collection device that collects sand using low-pressure jet water.

従来、下水処理場、ポンプ場等に設置される汚水池、雨水沈砂池等(本明細書において、総称して「沈砂池」という。)においては、該沈砂池内に導入される汚水に含まれる固形物、例えば、汚砂は自然重力を利用して池底に沈殿、沈積させ、この沈砂を池底に設置した砂溜ピットに集めて揚砂ポンプにて吸い上げ排出するようにしている。
また、ほぼ水平に近い池底に沈殿する汚砂を砂溜ピット内に流動集砂するために、池底あるいは池底近傍に多数のジェットノズルを、そのノズル孔を砂溜ピットに向かうようにして配設し、このジェットノズルを順次切り替えて高圧ポンプから供給されるジェット水を噴射するようにしている。
Conventionally, in sewage ponds, rainwater settling basins, etc. installed in sewage treatment plants, pumping stations, etc. (collectively referred to as “sedimentation basins” in this specification), they are included in the sewage introduced into the settling basins. Solid matter such as dirty sand is deposited and deposited on the bottom of the pond using natural gravity, and this sediment is collected in a sand pit installed at the bottom of the pond and sucked up and discharged by a sand pump.
In addition, in order to collect sand that settles on the basin, which is almost horizontal, into the sand pit, a large number of jet nozzles are placed near the pond bottom or near the basin, and the nozzle holes are directed toward the sand pit. These jet nozzles are sequentially switched to inject jet water supplied from a high-pressure pump.

しかしながら、このジェットノズルより高圧のジェット水を噴射することで沈殿した汚砂は、そのジェット水の噴射水圧にて砂溜ピット側に向かって移動するも、比較的に軽い沈砂は再び舞い上がるようになり、集砂率が低下するとともに、ジェットノズルが特殊なものとなり高価であり、さらには池底形状も段や畝を設けるなど複雑な土木形状とする必要があり、工事費も嵩むという問題があった。   However, the sedimented sand that is precipitated by jetting high-pressure jet water from the jet nozzle moves toward the sand pit by the jet water pressure of the jet water, but the relatively light sand is soared again. In addition, the sand collection rate decreases, the jet nozzle becomes special and expensive, and the pond bottom needs to have a complicated civil engineering shape such as steps and ridges, which increases the construction cost. there were.

また、ジェットノズルを池底あるいは池底近傍に配設することから、このジェットノズル本体及びこれにジェット水を供給する給水管を池底あるいは池底近傍に配設する必要があるので、汚水に含まれるごみ等がこれらのノズルや配管に引っかかったり、汚水中の石の衝突等にて破損したりすることがあるので、これを防止するために保護カバーを設ける必要があり、さらにはジェットノズルへのジェット水の供給を高圧にて行う必要があるので、給水ポンプは必然的に高圧となる。このため、イニシャルコスト、ランニングコストが多大となるという問題があった。   In addition, since the jet nozzle is disposed at or near the pond bottom, it is necessary to dispose this jet nozzle body and a water supply pipe for supplying jet water to the pond bottom or near the pond bottom. Since dust contained in these parts may get caught in these nozzles and pipes, or may be damaged by stone collisions in sewage, it is necessary to provide a protective cover to prevent this, and jet nozzles Since it is necessary to supply the jet water at a high pressure, the feed water pump inevitably has a high pressure. For this reason, there existed a problem that initial cost and running cost became large.

また、下水処理場、ポンプ場等に沈砂池が複数配備される場合、各沈砂池毎にそれぞれ1台の集砂装置を必要とし、イニシャルコストが大きくなり、また定期的に各沈砂池毎にメンテナンスが必要になるという問題があった。   In addition, when multiple sand basins are deployed at sewage treatment plants, pumping stations, etc., one sand collecting device is required for each sand basin, resulting in an increase in initial cost, and for each sand basin periodically. There was a problem that maintenance was necessary.

ところで、従来の沈砂池の集砂装置の有する問題点に鑑み、近年、沈砂池を排水、ドライ化した状態で低圧の噴射水によって集砂を行う低圧式の集砂装置が提案され、実用化されるようになってきている。   By the way, in view of the problems of conventional sand settling ponds, a low-pressure type sand collecting device that collects sand using low-pressure jet water in a state where the settling basin is drained and dried has been proposed and put into practical use. It has come to be.

しかしながら、この低圧式の集砂装置は、低圧の噴射水によって集砂を行う関係上、集砂には、適切な集砂ノズルの配置、噴射方向の設定、池底形状等を考慮する必要があったが、従来の低圧式の集砂装置には、以下の問題があった。
1.集砂ノズルの配置は、水路両壁側及び水路底中央の集砂トラフの上流側の池底近くに設置され、集砂運転時以外は水面下にあり水没していた。水没中に異物の侵入による閉塞、腐食の進行、ノズルの状態が池上から確認できないという問題があった。
2.集砂ノズルは固定されており、噴射方向の変更ができなかった。
3.揚砂ポンプは、水中ポンプが使用されていた。1池に1台設置が必要であり、池数が多い場合は台数、電動機負荷が多くなり、設備費、補修費、電力料が大きくなる問題があった。
4.水中ポンプを使用する揚砂ピットは、概ね四角錐台を逆にした形状であった。池底に向け集砂ノズルを設ける対策をしても、沈砂が残る問題があった。
5.池底は、池中央に中央トラフ(SUS製)を設け、その中央トラフに向かって両側から流れ込むように小トラフ(SUS製)が多数設けられ、トラフ間に無筋コンクリートを打設して仕上げていた。このため、構造が複雑で、施工期間が長く、施工コストも高いという問題があった。
6.自吸ポンプは、揚砂吸込管が閉塞した場合、自動逆洗する方法がなかった。
However, since this low-pressure type sand collecting device collects sand using low-pressure jet water, it is necessary to consider the arrangement of the appropriate sand collecting nozzle, the setting of the injection direction, the pond bottom shape, etc. However, the conventional low pressure type sand collecting apparatus has the following problems.
1. The sand collecting nozzle was placed near the bottom of the pond on the upstream side of the sand collecting trough on both sides of the water channel and in the center of the water channel, and was submerged under the surface of the water except during the sand collecting operation. During submergence, there was a problem that blockage due to intrusion of foreign matter, progress of corrosion, and nozzle status could not be confirmed from the pond.
2. The sand collecting nozzle was fixed and the jetting direction could not be changed.
3. A submersible pump was used as the sand pump. One unit is required for each pond, and when there are many ponds, the number of units and the motor load increase, and there is a problem that the equipment cost, the repair cost, and the power charge increase.
4). The sand pit that uses a submersible pump was generally shaped like a square frustum inverted. Even if measures were taken to install a sand collecting nozzle toward the bottom of the pond, there was a problem that sedimentation remained.
5. The bottom of the pond has a central trough (made of SUS) in the center of the pond, and a number of small troughs (made of SUS) are provided so as to flow from both sides toward the central trough. It was. For this reason, there existed a problem that a structure was complicated, the construction period was long, and construction cost was also high.
6). The self-priming pump had no automatic backwash method when the sand suction pipe was blocked.

なお、本件出願人は、先に、低コストな構造で、かつ低動力にて集砂できるようにした沈砂池の集砂装置を提案している(特許文献1参照。)が、上記の問題点のすべてを完全に解消するものではなかった。   The applicant of the present application has previously proposed a sand collection device for a sand basin that can collect sand with a low-cost structure and low power (see Patent Document 1). It did not completely eliminate all of the points.

特開2008−126145号公報JP 2008-126145 A

本発明は、従来の低圧式の集砂装置を用いた沈砂池の除砂装置の有する問題点を解消し、適切な集砂ノズルの配置、噴射方向の設定及び池底形状を備え、低圧の噴射水によって集砂を行った場合でも沈砂の残留がなく、効率よく集砂を行うことができる沈砂池の除砂装置を提供することを目的とする。   The present invention solves the problems of sand removal basin sand removal devices using conventional low pressure type sand collection devices, has an appropriate arrangement of sand collection nozzles, setting the injection direction and pond bottom shape, It is an object of the present invention to provide a sand removal apparatus for a sand basin that can collect sand efficiently without sand remaining even when sand collection is performed using jet water.

上記目的を達成するため、本発明の沈砂池の除砂装置は、沈砂池を排水、ドライ化後、集砂、揚砂する低圧式の集砂装置を用いた沈砂池の除砂装置において、集砂エリアブロック毎に、1個の集砂自動弁と複数の集砂ノズルを取り付けた概ね矩形ループ状の集砂管を、沈砂池の水面上位置に設けたことを特徴とする。   In order to achieve the above object, the sand removal apparatus for a sand basin according to the present invention is a sand removal apparatus for a sand basin using a low pressure type sand collection apparatus that drains and dries the sand basin, and collects sand. For each sand collecting area block, a sand collecting pipe having a substantially rectangular loop shape, to which one automatic sand collecting valve and a plurality of sand collecting nozzles are attached, is provided on the water surface of the sand basin.

この場合において、概ね矩形ループ状の集砂管の直管部に集砂ノズルを取り付け、該直管部を挟んで両側に回転機構を設けることができる。   In this case, a sand collecting nozzle can be attached to the straight pipe portion of the substantially rectangular loop-shaped sand collecting pipe, and a rotation mechanism can be provided on both sides of the straight pipe portion.

また、概ね矩形ループ状の集砂管の池中央の集砂トラフ上に、集砂ノズルを設けることができる。   In addition, a sand collecting nozzle can be provided on the sand collecting trough at the center of the pond of a substantially rectangular loop shaped sand collecting pipe.

また、揚砂ポンプに、抽気ポンプと渦巻きポンプを組み合せた自吸式揚砂ポンプを使用することができる。   Moreover, the self-priming type sand pump which combined the extraction pump and the vortex pump can be used for the sand pump.

また、揚砂ピットを円筒形とし、揚砂ピットの側面と底面の交線部をハンチ状又は円弧状に仕上げることができる。   Further, the sand pit can be formed into a cylindrical shape, and the intersecting line portion between the side surface and the bottom surface of the sand pit can be finished in a haunch shape or an arc shape.

また、揚砂ピットに流入するように勾配を付けた集砂トラフを池幅方向中央に設けるとともに、水路両壁側から集砂トラフに流入するように斜面を設けることができる。   In addition, a sand collecting trough having a gradient so as to flow into the sand pit can be provided in the center of the pond width direction, and a slope can be provided so as to flow into the sand collecting trough from both sides of the water channel.

また、池底部を、無筋コンクリートとモルタル打設で形成することができる。   Moreover, the pond bottom can be formed by placing unreinforced concrete and mortar.

また、揚砂吸込管の吸込口と揚砂自動弁間に、逆洗自動弁を介して逆洗管を接続し、給水可能とすることができる。   Further, a backwash pipe can be connected between the suction port of the sand suction pipe and the automatic sand lift valve via a backwash automatic valve so that water can be supplied.

本発明の沈砂池の除砂装置によれば、沈砂池を排水、ドライ化後、集砂、揚砂する低圧式の集砂装置を用いた沈砂池の除砂装置において、集砂エリアブロック毎に、1個の集砂自動弁と複数の集砂ノズルを取り付けた概ね矩形ループ状の集砂管を、沈砂池の水面上位置に設けることにより、池長が長い沈砂池においても集砂自動弁を切り替え順次噴射することにより、揚砂ピットまで効率よく集砂することができる。また、水面上に設置することにより、異物の侵入による閉塞、腐食の進行等を防ぐことができる。   According to the sand removal device for a sand basin of the present invention, in the sand removal device for a sand basin using a low pressure type sand collection device that drains and dries the sand basin, and collects and lifts sand, In addition, a sand collecting pipe with a generally rectangular loop shape with a single sand collecting automatic valve and a plurality of sand collecting nozzles installed at the position above the water surface of the sand basin enables automatic sand collection even in a sand basin with a long pond length. By switching the valves and injecting sequentially, sand can be collected efficiently up to the sand pit. Moreover, by installing on the water surface, it is possible to prevent obstruction due to intrusion of foreign matter, progress of corrosion, and the like.

また、概ね矩形ループ状の集砂管の直管部に集砂ノズルを取り付け、該直管部を挟んで両側に回転機構を設けることにより、集砂ノズルの噴射方向を容易に最適方向に変更することができる。   In addition, the sand collection nozzle is attached to the straight pipe section of the generally rectangular loop-shaped sand collection pipe, and the rotation direction is provided on both sides of the straight pipe section, so that the injection direction of the sand collection nozzle can be easily changed to the optimum direction. can do.

また、概ね矩形ループ状の集砂管の池中央の集砂トラフ上に、集砂ノズルを設けることにより、集砂トラフの移送力を高め、沈砂の残留をなくして揚砂ピットまで集砂することができる。   In addition, by installing a sand collection nozzle on the sand collection trough at the center of the pond of a rectangular collection pipe with a rectangular loop shape, the sand collection trough's transfer force is increased, and the sand is collected to the pumping pit without residual sand. be able to.

また、揚砂ポンプに、抽気ポンプと渦巻きポンプを組み合せた自吸式揚砂ポンプを使用することにより、沈砂池数が多い場合でも1台で揚砂することができる。水中ポンプを使用した場合よりも台数、電動機負荷が少なく、設備費、補修費、電力料を小さくすることができる。また、ポンプ本体が床上にあることから点検が容易で、修理する場合も、水中ポンプのように池内から引き上げる必要がなく、簡単に行うことができる。自吸ポンプには、ケーシング内に水を残すか、呼水を注水して自吸する方式のポンプがあるが、自吸力が弱く、揚砂吸込管はポンプ1台に対し1本である。揚砂吸込管を複数本分岐させ、揚砂自動弁を切り替えて自吸することはできない。また、本発明の用途から、対象が砂を含んだ下水であり、ケーシング内に長期滞留させることはできない。清水を注入するには配管等の設備が必要である。本発明で使用する抽気ポンプと組み合せた自吸ポンプは、自吸ポンプに比べ自吸性能が高く、沈砂池が深い場合でも使用可能である。また、吸込管を複数本分岐させ、揚砂自動弁を切り替えて自吸することができる。   Further, by using a self-priming sand pump that combines a bleed pump and a centrifugal pump as the sand pump, even if the number of sand basins is large, sand can be pumped by one unit. The number of units and the motor load are smaller than when submersible pumps are used, and the equipment costs, repair costs, and power charges can be reduced. In addition, since the pump body is on the floor, inspection is easy, and even when repairing, it is not necessary to pull up from the pond like a submersible pump, and it can be performed easily. Self-priming pumps include a pump that leaves water in the casing or injects exhaled water for self-priming. However, the self-priming force is weak, and there is one pumping sand suction pipe for one pump. It is not possible to divide multiple sand suction pipes and switch the automatic sand suction valve to self-prime. In addition, from the use of the present invention, the target is sewage containing sand and cannot be retained in the casing for a long time. Equipment such as piping is necessary to inject fresh water. The self-priming pump combined with the bleed pump used in the present invention has higher self-priming performance than the self-priming pump and can be used even when the sand basin is deep. Further, a plurality of suction pipes can be branched, and the self-priming can be performed by switching the automatic sanding valve.

また、揚砂ピットを円筒形とし、揚砂ピットの側面と底面の交線部をハンチ状又は円弧状に仕上げることにより、沈砂が特に残留し易い揚砂ピットの隅角部に、沈砂が残留することを防ぐことができる。   In addition, the sand pit has a cylindrical shape, and the intersecting line between the side and bottom of the sand pit is finished in a haunch or arc shape, so that sand remains in the corner of the sand pit where it is particularly likely to remain. Can be prevented.

また、揚砂ピットに流入するように勾配を付けた集砂トラフを池幅方向中央に設けるとともに、水路両壁側から集砂トラフに流入するように斜面を設けることにより、沈砂の残留がなく、効率よく集砂を行うことができる。   In addition, a sand collection trough with a gradient to flow into the sand pumping pit is provided in the center of the pond width direction, and slopes are provided to flow into the sand collection trough from both sides of the channel so that no sediment remains. Sand collection can be performed efficiently.

また、池底部を、無筋コンクリートとモルタル打設で形成することにより、池底構造が簡単で、施工期間が短く、施工コストも低廉にできる。   In addition, by forming the pond bottom by placing unreinforced concrete and mortar, the pond bottom structure is simple, the construction period is short, and the construction cost can be reduced.

また、揚砂吸込管の吸込口と揚砂自動弁間に、逆洗自動弁を介して逆洗管を接続し、給水可能とすることにより、揚砂吸込管が閉塞した場合、自動逆洗することができる。   In addition, if a backwash pipe is connected between the suction port of the sand suction pipe and the automatic sand pump valve via a backwash automatic valve so that water can be supplied, automatic backwash is possible if the sand suction pipe is blocked. can do.

本発明の沈砂池の除砂装置の一実施例を示す説明図である。It is explanatory drawing which shows one Example of the sand removal apparatus of the sand basin of this invention. 図1の平面図である。It is a top view of FIG. 図2のB−B矢視縦断面図である。It is a BB arrow longitudinal cross-sectional view of FIG. 図2のC−C矢視横断面図である。It is CC sectional view taken on the line of FIG. 図2のD−D矢視横断面図である。FIG. 3 is a cross-sectional view taken along the arrow D-D in FIG. 2. 同沈砂池の除砂装置の沈砂池の池底を示す平面図である。It is a top view which shows the pond bottom of the sand basin of the sand removal apparatus of the sand basin. 図6のA−A矢視縦断面図である。It is an AA arrow longitudinal cross-sectional view of FIG. 図6のB−B矢視横断面図である。It is a BB arrow cross-sectional view of FIG. 図6のC−C矢視横断面図である。It is CC sectional view taken on the line of FIG. 同沈砂池の除砂装置の揚砂ピットの側面と底面交線部の仕上げ図である。It is a finishing drawing of the side and bottom intersection part of the sand pit of the sand removal device of the sand basin. 同沈砂池の除砂装置の集砂ノズルの回転機構の詳細図である。It is detail drawing of the rotation mechanism of the sand collection nozzle of the sand removal apparatus of the sand basin. 同沈砂池の除砂装置の集砂ノズルの逆洗機構のスケルトン図である。It is a skeleton figure of the backwashing mechanism of the sand collection nozzle of the sand removal apparatus of the sand basin.

以下、本発明の沈砂池の除砂装置の実施の形態を、図面に基づいて説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, an embodiment of a sand removal apparatus for a sand basin according to the present invention will be described with reference to the drawings.

図1〜図12に、本発明の沈砂池の除砂装置を、雨水沈砂池に適用した例を示す。   FIGS. 1-12 shows the example which applied the sand removal apparatus of the sand basin of this invention to the rainwater sand basin.

この沈砂池の除砂装置は、沈砂池1を排水、ドライ化後、集砂、揚砂する低圧式の集砂装置を用いたものである。   This sand removal basin removal device uses a low pressure type sand collection device that collects and lifts sand after the sedimentation basin 1 is drained and dried.

沈砂池1には、流入側に、流入ゲート12及び細目スクリーン13(目幅25mm以下のものが望ましい。)を、排出側に、流出ゲート14及び雨水ポンプ15を、それぞれ配設するようにしている。   In the sand basin 1, an inflow gate 12 and a fine screen 13 (preferably having a mesh width of 25 mm or less are desirable) are disposed on the inflow side, and an outflow gate 14 and a rainwater pump 15 are disposed on the discharge side. Yes.

沈砂池1の流れ方向の中央から流入側寄りに、揚砂ピット4を形成する。
揚砂ピット4は、円筒形をし、その直径D4は、φ800〜2000mm、好ましくは、φ1000mm程度とする。
A sand pit 4 is formed near the inflow side from the center in the flow direction of the sand basin 1.
The sand pit 4 has a cylindrical shape, and its diameter D4 is about 800 to 2000 mm, preferably about 1000 mm.

揚砂ピット4の側面と底面の交線部は、図10(a)に示すようにハンチ状41(C50〜200mm、好ましくは、C100mm程度とする。)又は図10(b)に示すように円弧状42(R50〜200mm、好ましくは、R100mm程度とする。)に仕上げるようにする。
これにより、沈砂が特に残留し易い揚砂ピット4の隅角部に、沈砂が残留することを防ぐことができる。
As shown in FIG. 10 (a), the intersecting portion between the side surface and the bottom surface of the sand pit 4 is a haunch 41 (C50 to 200 mm, preferably about C100 mm) or as shown in FIG. 10 (b). An arc shape 42 (R50 to 200 mm, preferably about R100 mm) is used.
Thereby, it is possible to prevent the sand sediment from remaining in the corner portion of the sand lifting pit 4 where the sand sediment is particularly likely to remain.

また、揚砂ピット4へ砂を導く傾斜面と垂直面が交わる交線部についても、断面の角をなくし、ハンチ状又は円弧状に仕上げることが望ましい。   In addition, it is desirable that the intersecting line portion where the inclined surface and the vertical surface for guiding sand to the sand lifting pit 4 intersect with each other is finished in a haunch shape or an arc shape by eliminating the corners of the cross section.

揚砂ピット4に流入するように、勾配α5として、1/50〜1/200、好ましくは、1/100程度の底傾斜を取った集砂トラフ5を流入側、流出側の池幅方向中央に形成する。   The sand collecting trough 5 having a bottom slope of about 1/50 to 1/200, preferably about 1/100 as the gradient α5 so as to flow into the sand pit 4 is the center in the pond width direction on the inflow side and the outflow side. To form.

池幅方向中央の集砂トラフ5に両側から流入するように斜面を形成する。斜面の角度α11は、10〜20、好ましくは、約13°程度とする。   A slope is formed so as to flow into the sand collecting trough 5 at the center of the pond width direction from both sides. The angle α11 of the slope is 10 to 20, preferably about 13 °.

沈砂池1の池底11は、すべて無筋コンクリート打設、モルタル仕上げで形成する。   The bottom 11 of the settling basin 1 is formed by placing unreinforced concrete and mortar finishing.

沈砂池1の流れ方向を、No.1〜No.5ブロックに分け(ブロック数は、これに限定されるものではなく、池長さにより決定する。)、各ブロックに概ね矩形ループ状の集砂管2A〜2E(矩形ループ状の集砂管を総称して、集砂管24という。)を設ける。   The flow direction of the settling basin 1 is No. 1-No. Divided into 5 blocks (the number of blocks is not limited to this, but is determined by the length of the pond), and each block has a rectangular loop-shaped sand collecting pipe 2A to 2E (rectangular loop-shaped sand collecting pipes). Collectively, the sand collecting pipe 24 is provided.

集砂管のうち、No.2ブロックに配設する集砂管2Bを除く、集砂管2A、2C〜2Eは、高水位(H.W.L)以上に設置されており、両池壁側と集砂トラフ5上に必要個数の集砂ノズル24dが取り付けられている。   Among the sand collecting tubes, No. The sand collecting pipes 2A, 2C to 2E, excluding the sand collecting pipe 2B arranged in the two blocks, are installed at a high water level (HWL) or higher, and on both pond wall sides and the sand collecting trough 5 A required number of sand collecting nozzles 24d are attached.

No.2ブロックに配設する集砂管2Bは、集砂運転の水位(W.L)(揚砂ピット4の上端よりやや高いレベル)以上に設置されており、両池壁側と揚砂ピット4上に必要個数の集砂ノズル24dが取り付けられている。   No. The sand collecting pipes 2B arranged in the two blocks are installed above the water level (W.L) of the sand collecting operation (slightly higher than the upper end of the sand pit 4). A necessary number of sand collecting nozzles 24d are mounted on the top.

各ブロックの集砂管2A〜2E(24)には、集砂ノズル24dから低圧の噴射水を噴射することによって集砂を行うために、集砂水ポンプ21から、集砂水管22及び1個の集砂自動弁23aが設けられている分岐集砂水管23を介して、集砂水が選択的に供給されるようにする。   In order to collect sand by spraying low pressure jet water from the sand collecting nozzle 24d to the sand collecting pipes 2A to 2E (24) of each block, a sand collecting water pipe 22 and one piece are collected from the sand collecting water pump 21. The sand collection water is selectively supplied through the branched sand collection pipe 23 provided with the automatic sand collection valve 23a.

各ブロックの集砂管2A〜2E(24)は、直管部24aと、エルボ形状の曲管部24bとで、概ね矩形ループ状を形成してなり、直管部24aには、集砂ノズル24dが取り付けられ、さらに、集砂ノズル24dを取り付けた直管部24aを挟んで両側に、回転機構、本実施例では、ルーズフランジ24cが設けられている。
ルーズフランジ24cは、図11に示すように、パッキン24fを介在させた状態で、締め付けボルト24eで、ルーズフランジ24cのフランジ部を締め付けるようにしている。
このように、直管部24aを挟んで両側に、回転機構としてルーズフランジ24cを設けることにより、集砂ノズル24dの噴射方向を容易に最適方向に変更することができる。
The sand collecting pipes 2A to 2E (24) of each block are formed by a straight pipe portion 24a and an elbow-shaped bent pipe portion 24b in a generally rectangular loop shape, and the straight pipe portion 24a includes a sand collecting nozzle. A rotating mechanism, in this embodiment, a loose flange 24c, is provided on both sides of the straight pipe portion 24a to which the sand collecting nozzle 24d is attached.
As shown in FIG. 11, the loose flange 24c is configured to tighten the flange portion of the loose flange 24c with a tightening bolt 24e with the packing 24f interposed therebetween.
Thus, by providing the loose flange 24c as a rotation mechanism on both sides of the straight pipe portion 24a, the injection direction of the sand collecting nozzle 24d can be easily changed to the optimum direction.

揚砂ピット4の中央に揚砂吸込管31を設ける。
揚砂吸込管31には、揚砂自動弁31aが設けられ、集合揚砂管32に接続されている。
集合揚砂管32には、複数の他の沈砂池1の揚砂吸込管31が接続されるとともに、自吸式揚砂ポンプ33が設けられている。
A sand suction pipe 31 is provided in the center of the sand pit 4.
The sand raising suction pipe 31 is provided with a sand raising automatic valve 31 a and is connected to the collective sand raising pipe 32.
The aggregated sand pipe 32 is connected to the sand suction pipes 31 of a plurality of other sand basins 1 and is provided with a self-priming sand pump 33.

各沈砂池1の揚砂吸込管31には、揚砂自動弁31aの吸込口側に逆洗管25が接続されている。
逆洗管25は、逆洗自動弁25aを介して、集砂水管22に接続されている。
これにより、図12に示すように、揚砂自動弁31aを閉じた状態で、逆洗自動弁25aを開いて、逆洗管25から逆洗水(集砂水管22から供給される水)を、揚砂吸込管31に供給することにより、揚砂吸込管31の閉塞を自動で解消することができる。
A backwash pipe 25 is connected to the sand suction pipe 31 of each sand basin 1 on the suction port side of the sand sand automatic valve 31a.
The backwash pipe 25 is connected to the sand collecting water pipe 22 via a backwash automatic valve 25a.
Thus, as shown in FIG. 12, with the automatic sand lifting valve 31a closed, the backwash automatic valve 25a is opened, and backwash water (water supplied from the sand collecting water pipe 22) is supplied from the backwash pipe 25. By supplying to the sand suction pipe 31, the blockage of the sand suction pipe 31 can be automatically resolved.

揚砂ポンプには、抽気ポンプ34と渦巻きポンプ33を組み合せた、具体的には、抽気ポンプ34を接続した渦巻きポンプからなる自吸式揚砂ポンプ33を使用し、沈砂池1の床上に設置する。
これにより、沈砂池1の数が多い場合でも1台で揚砂することができる。
As the sand pump, a self-priming sand pump 33 comprising a centrifugal pump 34 and a centrifugal pump 33 connected to the centrifugal pump 34 is used. To do.
Thereby, even when the number of sand basins 1 is large, it is possible to carry out sanding by one.

集合揚砂管32の下流側、すなわち、自吸式揚砂ポンプ33の吐出側は、沈砂分離機構6が接続されている。
本実施例においては、沈砂分離機構6は、沈砂分離機61、沈砂ホッパ62及び汚水沈砂池63から構成されているが、これに限定されるものではなく、沈砂洗浄機等からなる沈砂洗浄設備を備えることもできる。
The sedimentation separation mechanism 6 is connected to the downstream side of the collective sandpump 32, that is, the discharge side of the self-priming sandpump 33.
In this embodiment, the sand settling mechanism 6 includes a sand settling separator 61, a sand settling hopper 62, and a sewage settling basin 63. However, the present invention is not limited to this, and a sand settling equipment comprising a sand settling machine or the like. Can also be provided.

次に、この沈砂池の除砂装置の揚砂運転について説明する。
揚砂運転は、降雨終了後雨水の流入が終了した後に1つの沈砂池1毎に順次行う。
まず、雨水ポンプ15で、低水位(L.W.L)まで排水するとともに、沈砂池1の流入ゲート12及び流出ゲート14を閉じ、沈砂池1の揚砂自動弁31aを開き、自吸式揚砂ポンプ33を運転して、揚砂運転水位まで排水する。
Next, the sand driving operation of the sand removal device of the sand basin will be described.
The sand pumping operation is sequentially performed for each sand basin 1 after the inflow of rainwater is completed after the end of rain.
First, the rainwater pump 15 drains to a low water level (LWL), closes the inflow gate 12 and the outflow gate 14 of the sand basin 1, opens the automatic sand pump valve 31a of the sand basin 1, and is self-priming. The sand pump 33 is operated and drained to the level of the sand driving operation.

No.2ブロックに配設した集砂管2Bの集砂自動弁23aを開き、揚砂ピット4内の揚砂を行う。
沈砂分離機構6は事前に起動され、以降の集砂運転中は連続運転する。
運転タイマーの設定時間で揚砂ピット4の運転が終了すると、No.2ブロックに配設した集砂管2Bの集砂自動弁23aを閉じる。
No. The sand collecting automatic valve 23a of the sand collecting pipe 2B disposed in the two blocks is opened, and the sand in the sand pit 4 is sanded.
The sand settling mechanism 6 is activated in advance and continuously operates during the subsequent sand collection operation.
When the operation of the sand pit 4 is completed within the set time of the operation timer, The automatic sand collection valve 23a of the sand collection pipe 2B arranged in 2 blocks is closed.

次に、No.1ブロックに配設した集砂管2Aの集砂自動弁23aを開き、流入側のNo.1ブロックの集砂を行う。自吸式揚砂ポンプ33の運転は継続する。運転タイマーの設定時間で、No.1ブロックの集砂が終了すると、No.1ブロックに配設した集砂管2Aの集砂自動弁23aを閉じる。   Next, no. Open the sand collection automatic valve 23a of the sand collection pipe 2A arranged in one block, and Collect 1 block of sand. The operation of the self-priming sand pump 33 is continued. It is the set time of the operation timer. When 1 block of sand collection is completed, The automatic sand collection valve 23a of the sand collection pipe 2A arranged in one block is closed.

以下、同様の手順で、No.3ブロック→No.4ブロック→No.5ブロックの集砂を行う。   Hereinafter, in the same procedure, no. 3 blocks → No. 4 blocks → No. Collect 5 blocks of sand.

その後、もう一度、揚砂ピット4の集砂を行う。
No.2ブロックに配設した集砂管2Bの集砂自動弁23aを閉じた後、自吸式揚砂ポンプ33で揚砂ピット4の最低水位まで排水し、水位計の設定水位で自吸式揚砂ポンプ33を停止した後、揚砂自動弁31aを閉じ、沈砂分離機構6を停止する。
これにより、この沈砂池1の集砂、揚砂運転を終了する。
以下、同様の手順で、他の沈砂池1の除砂装置の揚砂運転を行う。
Thereafter, sand collection in the pit 4 is performed again.
No. After closing the automatic sand collection valve 23a of the sand collection pipe 2B arranged in 2 blocks, the self-priming sand pump 33 drains to the lowest level of the sand pit 4 and the self-priming pump at the set water level of the water level gauge. After the sand pump 33 is stopped, the automatic sand lifting valve 31a is closed, and the sand settling mechanism 6 is stopped.
As a result, the sand collecting and sanding operation of the sand basin 1 is completed.
Thereafter, the sand removal operation of the sand removal device of the other sand basin 1 is performed in the same procedure.

ここで、壁側の集砂ノズル24dの噴射は、壁と傾斜底面が接する隅角部の近傍に到達するように噴射するが(このとき、少なくとも一部の噴射水を、壁面を噴射水によって洗浄するように噴射させることもできる。)、運転後の集砂状況を確認して集砂管24の直管部24aに設けられた回転機構、本実施例では、ルーズフランジ24cを介して、集砂ノズル24dを取り付けた直管部24aを回転することによって、集砂ノズル24dの角度を最適角度に設定することができる。
揚砂ピット4及び集砂トラフ5上に設けた集砂ノズル24dについても、同様に、ルーズフランジ24cを介して、集砂ノズル24dを取り付けた直管部24aを回転することによって、集砂ノズル24dの角度を最適角度に設定することができる。
Here, the wall-side sand collecting nozzle 24d is sprayed so as to reach the vicinity of the corner where the wall and the inclined bottom surface are in contact (at this time, at least a part of the spray water is sprayed on the wall surface by the spray water). It can also be sprayed so as to be washed.), The sand collection state after operation is confirmed, and the rotation mechanism provided in the straight pipe portion 24a of the sand collection pipe 24, in this embodiment, through the loose flange 24c, By rotating the straight pipe portion 24a to which the sand collecting nozzle 24d is attached, the angle of the sand collecting nozzle 24d can be set to an optimum angle.
Similarly, the sand collecting nozzle 24d provided on the sand collection pit 4 and the sand collecting trough 5 is rotated by rotating the straight pipe portion 24a to which the sand collecting nozzle 24d is attached via the loose flange 24c. The angle of 24d can be set to the optimum angle.

また、揚砂吸込管31には、揚砂自動弁31aの吸込口側に逆洗管25が接続されているが、揚砂吸込管31が閉塞して揚砂不能となった場合、揚砂吸込管31内の流れがないことを検知して、自動逆洗を行う。
この自動逆洗は、該当する揚砂吸込管31の揚砂自動弁31aを閉じ、逆洗自動弁25aを開いて、逆洗管25から逆洗水(集砂水管22から供給される水)を、揚砂吸込管31に供給することにより、揚砂吸込管31の閉塞解除を図る。一定時間経過後(タイマー設定による。)、逆洗自動弁25aを閉じ、揚砂自動弁31aを開いて揚砂を再開する。閉塞が解除されない場合、自動逆洗操作を何回か繰り返した(回数は設定による。)後、それでも閉塞が解除されない場合は故障信号を発し、自吸式揚砂ポンプ33以降の機器を停止させる。
Further, the backwash pipe 25 is connected to the sand suction pipe 31 on the suction port side of the sand raising automatic valve 31a. It detects that there is no flow in the suction pipe 31, and performs automatic backwashing.
In this automatic backwashing, the automatic sandwashing valve 31a of the corresponding sanding suction pipe 31 is closed, the backwashing automatic valve 25a is opened, and the backwashing water is supplied from the backwashing pipe 25 (water supplied from the sand collecting water pipe 22). Is supplied to the sand suction pipe 31 to release the blockage of the sand suction pipe 31. After a certain period of time (by timer setting), the backwash automatic valve 25a is closed, the sanding automatic valve 31a is opened, and sanding is resumed. If the blockage is not released, the automatic backwash operation is repeated several times (the number depends on the setting). If the blockage is still not released, a failure signal is generated and the devices after the self-priming sand pump 33 are stopped. .

以上、本発明の沈砂池の除砂装置について、その実施例に基づいて説明したが、本発明は上記実施例に記載した構成に限定されるものではなく、その趣旨を逸脱しない範囲において適宜その構成を変更することができるものである。   As mentioned above, although the sand removal apparatus of the sand basin of this invention was demonstrated based on the Example, this invention is not limited to the structure described in the said Example, In the range which does not deviate from the meaning, the The configuration can be changed.

本発明の沈砂池の除砂装置は、適切な集砂ノズルの配置、噴射方向の設定及び池底形状を備え、低圧の噴射水によって集砂を行った場合でも沈砂の残留がなく、効率よく集砂を行うことができる特性を有していることから、沈砂池を排水、ドライ化後、集砂、揚砂する低圧式の集砂装置を用いた沈砂池の除砂装置の用途に好適に用いることができる。   The sand removal apparatus of the sand basin of the present invention has an appropriate arrangement of the sand collecting nozzle, setting of the injection direction and the shape of the pond bottom, and even when sand collection is performed with low-pressure jet water, there is no residual sand, and it is efficient. Because it has the property of collecting sand, it is suitable for sand basin sand removal equipment using a low pressure type sand collecting device that collects and lifts sand after draining and drying the sand basin. Can be used.

1 沈砂池
11 池底
12 流入ゲート
13 細目スクリーン
14 流出ゲート
15 雨水ポンプ
21 集砂水ポンプ
22 集砂水管
23 分岐集砂水管
23a 集砂自動弁
24(2A〜2E) 集砂管
24a 直管部
24b 曲管部
24c ルーズフランジ(回転機構)
24d 集砂ノズル
25 逆洗管
25a 逆洗自動弁
31 揚砂吸込管
31a 揚砂自動弁
32 集合揚砂管
33 渦巻きポンプ(自吸式揚砂ポンプ)
34 抽気ポンプ
4 揚砂ピット
5 集砂トラフ
6 沈砂分離機構
61 沈砂分離機
62 沈砂ホッパ
63 汚水沈砂池
DESCRIPTION OF SYMBOLS 1 Sedimentation basin 11 Pond bottom 12 Inflow gate 13 Fine screen 14 Outflow gate 15 Rainwater pump 21 Sand collection water pump 22 Sand collection water pipe 23 Branch collection sand water pipe 23a Sand collection automatic valve 24 (2A-2E) Sand collection pipe 24a Straight pipe part 24b Curved pipe section 24c Loose flange (rotating mechanism)
24d Sand collection nozzle 25 Backwash pipe 25a Automatic backwash valve 31 Sand suction pipe 31a Automatic sand suction valve 32 Collecting sand pipe 33 Spiral pump (self-priming sand pump)
34 Extraction pump 4 Sand pumping pit 5 Sand collection trough 6 Sand settling mechanism 61 Sand settling machine 62 Sand settling hopper 63 Sewage settling basin

Claims (8)

沈砂池を排水、ドライ化後、集砂、揚砂する低圧式の集砂装置を用いた沈砂池の除砂装置において、集砂エリアブロック毎に、1個の集砂自動弁と複数の集砂ノズルを取り付けた概ね矩形ループ状の集砂管を、沈砂池の水面上位置に設けたことを特徴とする沈砂池の除砂装置。   In a sand removal basin sand removal device that uses a low-pressure sand collection device that collects and raises sand after draining and drying the sand collection basin, each sand collection area block has one automatic sand collection valve and multiple collection tools. A sand removal device for a sand settling basin, characterized in that a sand collecting pipe having a generally rectangular loop shape with a sand nozzle is provided on the water surface of the settling basin. 概ね矩形ループ状の集砂管の直管部に集砂ノズルを取り付け、該直管部を挟んで両側に回転機構を設けたこと特徴とする請求項1に記載の沈砂池の除砂装置。   The sand removal device for a sand basin according to claim 1, wherein a sand collecting nozzle is attached to a straight pipe portion of a substantially rectangular loop-shaped sand collecting pipe, and a rotation mechanism is provided on both sides of the straight pipe portion. 概ね矩形ループ状の集砂管の池中央の集砂トラフ上に、集砂ノズルを設けたこと特徴とする請求項1又は2に記載の沈砂池の除砂装置。   The sand removal device for sand settling basin according to claim 1 or 2, wherein a sand collecting nozzle is provided on a sand collecting trough at the center of the pond of a substantially rectangular loop shaped sand collecting tube. 揚砂ポンプに、抽気ポンプと渦巻きポンプを組み合せた自吸式揚砂ポンプを使用したこと特徴とする請求項1、2又は3に記載の沈砂池の除砂装置。   The sand removal device for a sand basin according to claim 1, 2 or 3, wherein a self-priming sand pump that combines a bleed pump and a centrifugal pump is used as the sand pump. 揚砂ピットを円筒形とし、揚砂ピットの側面と底面の交線部をハンチ状又は円弧状に仕上げたこと特徴とする請求項1、2、3又は4に記載の沈砂池の除砂装置。   The sand removal basin sand removal device according to claim 1, 2, 3 or 4, wherein the sand pit has a cylindrical shape, and the intersection line between the side surface and the bottom surface of the sand pit is finished in a haunch shape or an arc shape. . 揚砂ピットに流入するように勾配を付けた集砂トラフを池幅方向中央に設けるとともに、水路両壁側から集砂トラフに流入するように斜面を設けたこと特徴とする請求項1、2、3、4又は5に記載の沈砂池の除砂装置。   A sand collecting trough having a slope so as to flow into the sand pit is provided in the center of the pond width direction, and a slope is provided so as to flow into the sand collecting trough from both sides of the water channel. A sand removal device for a sand basin according to 3, 4 or 5. 池底部を、無筋コンクリートとモルタル打設で形成したこと特徴とする請求項1、2、3、4、5又は6に記載の沈砂池の除砂装置。   The sand removal apparatus for a sand basin according to claim 1, 2, 3, 4, 5 or 6, wherein the bottom of the pond is formed by placing unreinforced concrete and mortar. 揚砂吸込管の吸込口と揚砂自動弁間に、逆洗自動弁を介して逆洗管を接続し、給水可能としたこと特徴とする請求項1、2、3、4、5、6又は7に記載の沈砂池の除砂装置。   A backwash pipe is connected between the suction port of the sand suction pipe and the automatic sand lift valve via a backwash automatic valve so that water can be supplied. Or the sand removal apparatus of the sand basin of 7.
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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CN115253398A (en) * 2022-07-21 2022-11-01 深圳市水务(集团)有限公司阀门检测及维修分公司 Negative pressure type sand suction machine

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Publication number Priority date Publication date Assignee Title
CN111186926A (en) * 2020-02-22 2020-05-22 毅康科技有限公司 Municipal sewage desanding device and sand discharging method
CN111186926B (en) * 2020-02-22 2023-06-23 毅康科技有限公司 Urban sewage sand removal device and sand removal method
CN115253398A (en) * 2022-07-21 2022-11-01 深圳市水务(集团)有限公司阀门检测及维修分公司 Negative pressure type sand suction machine

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