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JP6715407B2 - Sand collector in a sand basin - Google Patents
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JP6715407B2 - Sand collector in a sand basin - Google Patents

Sand collector in a sand basin Download PDF

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JP6715407B2
JP6715407B2 JP2019079557A JP2019079557A JP6715407B2 JP 6715407 B2 JP6715407 B2 JP 6715407B2 JP 2019079557 A JP2019079557 A JP 2019079557A JP 2019079557 A JP2019079557 A JP 2019079557A JP 6715407 B2 JP6715407 B2 JP 6715407B2
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sand
basin
water
sand basin
collecting
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JP2019111534A (en
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鈴木 賢二
賢二 鈴木
川上 直哉
直哉 川上
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Aquaintec Corp
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Description

本発明は、沈砂池における集砂装置に関する。 The present invention relates to a sand collecting device in a sand basin.

下水処理設備においては、下水管により流入渠に集められる雨水や汚水等の下水を、ダム装置の開放により沈砂池に流入させる。その沈砂池の最上流側においてまずスクリーンにより夾雑物を取り除き、緩速流の間に砂を沈砂池に沈殿させた後、ダム装置を閉鎖して沈砂池への下水の流入を止める。そして、砂を分離された下水を沈砂池の下流側にあるポンプ井に設置した排水ポンプにより排出して終末処理場等に移送して沈砂池内を排水状態にする。一方、ノズル群から沈砂池の傾斜する底面に向けて低圧力水を噴射して、沈砂池の底面に堆積した砂を流し、その流した砂をさらに沈砂池の集砂ピットに集める低圧集砂方式の集砂装置が用いられている。 In the sewage treatment facility, sewage such as rainwater and sewage collected in an inflow conduit by a sewer pipe is made to flow into a sand basin by opening a dam device. At the uppermost stream side of the sand basin, first, the screen is used to remove impurities, and the sand is allowed to settle in the sand basin during the slow flow, and then the dam device is closed to stop the inflow of sewage into the sand basin. Then, the sewage from which the sand has been separated is discharged by a drainage pump installed in a pump well located downstream of the sand basin and transferred to a terminal treatment plant or the like to make the sand basin drained. On the other hand, low-pressure sand collection is performed by injecting low-pressure water from the nozzle group toward the sloping bottom surface of the sand basin, causing the sand accumulated on the bottom of the sand basin to flow, and collecting the drifted sand in the sand collecting pit of the sand basin. A method sand collector is used.

その集砂装置は、ダム装置による閉鎖後、排水ポンプにより沈砂池内の水を汲み出して排水し、沈砂池内の水面が所定高さまで下がったときに排水ポンプを止め、沈砂池の底部に沈砂池内の水流方向と平行に集砂ピット側が最も深くなるように形成してある主トラフの上端部に設けたノズルから低圧力水を吐出する。続いて、沈砂池の両側の側壁に沿って設けたノズル群から水を沈砂池の傾斜する底面に向けて噴射させる。これにより、沈砂池の底面に堆積した砂を主トラフに流し、さらにその主トラフから集砂ピットに流し込んで集める。集砂ピットに集められた砂は、集砂ピット内に設置した揚砂ポンプにより水とともに汲み上げて排除される。 After closing the dam device, the sand collecting device draws out the water in the sand basin with a drainage pump and drains it.When the water level in the sand basin drops to a specified height, the drainage pump is stopped and the bottom of the sand basin Low pressure water is discharged from a nozzle provided at the upper end of the main trough, which is formed so that the sand collecting pit side is deepest parallel to the water flow direction. Subsequently, water is jetted toward the inclined bottom surface of the sand basin from a group of nozzles provided along both side walls of the sand basin. As a result, the sand accumulated on the bottom surface of the sand basin is poured into the main trough, and further poured from the main trough into the sand collecting pit to be collected. The sand collected in the sand collecting pit is pumped out together with water by a sand pump installed in the sand collecting pit and removed.

揚砂ポンプは、集砂ピット設置位置における水面が所定の高水位になったときに自動的に運転を開始し、その運転により水面が集砂ピット内の所定の低水位になると自動的に運転を停止して、沈砂池を排水状態に維持する機能をも有する。 The sand pump automatically starts operation when the water surface at the sand collecting pit installation position reaches a predetermined high water level, and when the water surface reaches a predetermined low water level in the sand collecting pit, it automatically operates. It also has the function of stopping the sand basin and keeping it in a drainage state.

排水状態でノズルから低圧力水を沈砂池の底面に噴射させて集砂を行なう低圧集砂方式の集砂方法及び装置は、特許文献1に開示されている。この低圧集砂方式は、非排水状態でノズルから高圧力水を水中に噴射させる高圧集砂方式の吐出圧よりも約200分の1程度の格段に低い圧力で足りる利点がある。 Patent Document 1 discloses a low-pressure sand collecting method and device for collecting sand by injecting low-pressure water from a nozzle onto the bottom of a sand basin in a drained state. This low-pressure sand collecting method has an advantage that a remarkably lower pressure of about 1/200 is sufficient than the discharge pressure of the high-pressure sand collecting method in which high pressure water is jetted into water from a nozzle in a non-drained state.

上記集砂装置においては、ノズルに給水する給水ポンプに吐出圧の小さいものを使用できるようにするため、また、揚砂ポンプの負担を小さくするため、沈砂池の底面を主トラフの少なくとも片側において複数の領域に区分し、集砂ピットに近い領域から遠い領域の順に、順次一定時間ずつ噴射するようにしている。 In the above sand collecting device, in order to be able to use a small water supply pump for supplying water to the nozzle, and to reduce the load on the sand pump, at the bottom of the sand basin at least on one side of the main trough. It is divided into a plurality of regions, and the fuel is sprayed in order from the region near the sand collecting pit to the region farther from the sand collecting pit for a fixed time.

そして、各領域における集砂を効率的に行なうために、複数のノズルを所定の間隔を持って取付けたノズルヘッダーを用いている。これは、部材コスト及び取付け施工コストの低減を可能にするので好ましい。一方、ノズルヘッダーを各領域に一つずつ設置したことに応じて、1個の給水ポンプから各ノズルヘッダーへの給水の開始・停止及び給水量調整を行うための集砂弁を備えている。集砂弁は、各ノズルヘッダーのノズルからの噴射量を均一化するための流量調整弁とノズルヘッダーへの通水・止水を行う自動弁からなる切換弁とを直結してなっている。また、主トラフに集められた砂を集砂ピットに流すために主トラフの上端部に設けたノズルに対しても同様の集砂弁が備えられている。 In order to efficiently collect sand in each area, a nozzle header in which a plurality of nozzles are attached with a predetermined interval is used. This is preferable because it enables reduction of member cost and installation cost. On the other hand, a sand collecting valve for starting/stopping water supply from one water supply pump and adjusting the water supply amount is provided according to the nozzle headers being installed one by one in each area. The sand collecting valve is directly connected to a flow rate adjusting valve for equalizing the injection amount from the nozzle of each nozzle header and a switching valve including an automatic valve for passing water to the nozzle header and stopping water. Further, a similar sand collecting valve is provided for a nozzle provided at the upper end of the main trough for flowing the sand collected in the main trough into the sand collecting pit.

流量調整弁は、一つの領域に必要な水又は主トラフに必要な水の供給量(一例として、2.0m/min)を制御するので、かなり大型になるため、自動弁ではなく手動弁を用い、所定の工具を用いて手作業により流量調整を行なう必要がある。そのため、集砂弁は沈砂池の上面を覆う天井壁よりも上側に設置されるが、その天井壁には一定間隔で梁等の補強材が配置されているので、従来は、給水ポンプと一つの沈砂池の主トラフのノズル及び全領域のノズルヘッダーとを繋ぐ管路をそれぞれ上記天井壁に補強材の間において形成された孔に貫通し、各管路の天井壁よりも上側の部分にノズル及び各ノズルヘッダーの数に対応する数の集砂弁を取り付けていた。 Since the flow rate control valve controls the amount of water required for one area or the water required for the main trough (as an example, 2.0 m 3 /min), it becomes considerably large, so it is not a manual valve but a manual valve. It is necessary to manually adjust the flow rate using a predetermined tool. Therefore, the sand collecting valve is installed above the ceiling wall that covers the upper surface of the sand basin.Because reinforcing materials such as beams are arranged at regular intervals on the ceiling wall, it has traditionally been difficult to operate as a water pump. The pipes connecting the nozzles of the main troughs of the two sand basins and the nozzle headers of the entire area are pierced through the holes formed between the reinforcements in the ceiling wall, and the pipes are located above the ceiling wall. The number of sand collecting valves corresponding to the number of nozzles and each nozzle header was attached.

特許第3315489号公報Japanese Patent No. 3315489

したがって、従来は、天井壁に各管路に対応する孔を設けるので、穿孔工事および配管工事に多くの手間とコストがかかる。また、各管路に取付けられる集砂弁が離れるため、全集砂弁の通水・止水作業、流量調整作業に多くの時間がかかるという問題がある。 Therefore, conventionally, since holes corresponding to the respective pipelines are provided in the ceiling wall, much work and cost are required for the drilling work and the piping work. Further, since the sand collecting valves attached to the respective pipes are separated, there is a problem that it takes a lot of time for the water passing/stopping work and the flow rate adjusting work of all the sand collecting valves.

本発明は、天井壁の穿孔工事および配管工事に多くの手間とコストがかからず、集砂弁の通水・止水作業、流量調整作業が容易にできる集砂装置を提供することを目的とする。 An object of the present invention is to provide a sand collecting device that does not require much labor and cost for drilling a ceiling wall and plumbing, and facilitates water passage/stopping work of a sand collecting valve and flow rate adjusting work. And

本発明は、上記の目的を達成するため、排水状態の沈砂池の底面に複数のノズルヘッダーのノズルから低圧力水を噴射させて集砂を行なう低圧集砂方式の集砂装置において、ノズルヘッダーは、沈砂池の底面が沈砂池内水流方向に対して直角方向に複数に分割された領域に、沈砂池の側壁の下部近傍に沈砂池内水流方向と平行に設けられ、各ノズルヘッダーに給水ポンプからの低圧力水を供給する管路の一端部が接続され、各管路は、沈砂池の上面を覆う天井壁に沈砂池の片側の側壁側において形成された孔に貫通して天井壁の上方まで延長され、その延長されている各管路に集砂弁が取付けられ、天井壁の孔は、沈砂池内水流方向に隔てて複数個形成され、管路は、沈砂池の上流側と下流側に分けられて各孔に貫通されていることを特徴とする。 The present invention, in order to achieve the above object, in a sand collector of a low-pressure sand collecting system in which low pressure water is sprayed from the nozzles of a plurality of nozzle headers on the bottom surface of a sand basin in a drained state to collect sand, the nozzle header Is installed in the area where the bottom of the sand basin is divided into multiple parts at right angles to the water flow direction in the sand basin, near the lower part of the side wall of the sand basin and parallel to the water flow direction in the sand basin. One end of the pipeline for supplying low pressure water is connected, and each pipeline penetrates through the hole formed on the side wall on one side of the sand basin in the ceiling wall that covers the upper surface of the sand basin and above the ceiling wall. is extended to its current sand valve mounting et al are each conduit is extended, the ceiling walls of the holes are a plurality formed at the grit pond water flow direction, the conduit has an upstream side and a downstream side of the grit chamber It is characterized by being divided into and penetrating each hole .

本発明に係る低圧集砂方式の集砂装置は、他の実施態様において、前記天井壁の孔は、細長い孔であり、その孔に複数の前記管路が収束して貫通されていることを特徴とする。 In another embodiment, the low pressure sand collecting apparatus according to the present invention is such that the hole in the ceiling wall is an elongated hole, and a plurality of the conduits are converged and penetrated through the hole. It is a feature.

本発明によれば、天井壁の穿孔工事および配管工事に多くの手間とコストがかからず、集砂弁の通水・止水作業、流量調整作業が容易にできる集砂装置を提供することができる。 According to the present invention, it is possible to provide a sand collecting apparatus that does not require much labor and cost for a ceiling wall drilling work and a piping work, and can easily perform a water passage/water stop work of a sand collection valve and a flow rate adjustment work. You can

本発明の実施の形態に係る雨水処理設備の概略縦断面図である。It is an outline longitudinal section of rainwater treatment equipment concerning an embodiment of the invention. 図1の沈砂池をその天井壁を取り除いて示す平面図である。It is a top view which removes the ceiling wall and shows the sand basin of FIG. 図2のX1−X1線断面図である。It is the X1-X1 sectional view taken on the line of FIG. 図2のX2−X2線断面図である。It is the X2-X2 sectional view taken on the line of FIG. 図2のX3−X3線断面図である。It is the X3-X3 sectional view taken on the line of FIG. 沈砂池の底面を複数の領域に区分した例を示す概念図である。It is a conceptual diagram which shows the example which divided the bottom face of the sand basin into several areas. ノズルの展開図である。It is a development view of a nozzle. 図2の沈砂池の給水系統を示す図である。It is a figure which shows the water supply system of the sand basin of FIG. 図5の集砂弁群の一部の拡大正面図である。FIG. 6 is an enlarged front view of a part of the sand collecting valve group of FIG. 5. 図9のX4−X4線断面図である。It is the X4-X4 sectional view taken on the line of FIG.

次に、本発明を終末処理場のポンプ場における雨水処理設備に適用した場合の実施の形態について、図面を用いて説明する。 Next, an embodiment in which the present invention is applied to a rainwater treatment facility at a pumping station of a terminal treatment plant will be described with reference to the drawings.

図1に示すように、雨水処理設備100は、沈砂池101とポンプ井102とを有する。図1の左側にある流入渠(不図示)の下流側にゲート(ダム装置)104を介して沈砂池101が接続され、その沈砂池の下流側にポンプ井102が接続されている。前記ゲート104は、沈砂池101の上流側に設置されて、沈砂池への雨水の流入を許容したり、阻止したりするものである。ポンプ井102には排水ポンプ103Aが備えてある。 As shown in FIG. 1, the rainwater treatment facility 100 has a sand basin 101 and a pump well 102. A sand basin 101 is connected to a downstream side of an inflow conduit (not shown) on the left side of FIG. 1 via a gate (dam device) 104, and a pump well 102 is connected to a downstream side of the sand basin. The gate 104 is installed on the upstream side of the sand basin 101 and allows or blocks the inflow of rainwater into the sand basin. The pump well 102 is equipped with a drainage pump 103A.

沈砂池101の底部101aの中央には最深位置に集砂ピット105が形成され、沈砂池101の底面は沈砂池101を画成する側壁W1の下端部から集砂ピット105側が深くなるように傾斜して形成されており、その沈砂池101の底部の幅方向(水流方向に直角な方向)中央部に沈砂池101の上流側端部から集砂ピット105までと、沈砂池101の下流側端部から集砂ピット105までそれぞれ集砂ピット105側が深くなるように傾斜する主トラフ106が形成されている。また、両側の側壁W1から集砂ピット105まで下り傾斜する斜面(以下、横トラフという。)107が形成されている。 A sand collecting pit 105 is formed at the deepest position in the center of the bottom 101a of the sand basin 101, and the bottom of the sand basin 101 is inclined so that the sand collecting pit 105 side becomes deeper from the lower end of the side wall W1 defining the sand basin 101. Is formed in the center of the bottom of the sand basin 101 in the width direction (direction perpendicular to the water flow direction) from the upstream end of the sand basin 101 to the sand collecting pit 105 and the downstream end of the sand basin 101. A main trough 106 is formed so that the sand collecting pit 105 side is inclined deeper from each part to the sand collecting pit 105. In addition, slopes (hereinafter referred to as lateral troughs) 107 are formed so as to descend from the side walls W1 on both sides to the sand collecting pit 105.

そして、主トラフ106及び横トラフ107によって、沈砂池101の底面101bは4つの領域に区分されている。各領域の底部の表面には、側壁W1側から主トラフ106に向けて等間隔をもって平行に延びる多数の小トラフ108が形成されている。 The bottom surface 101b of the sand basin 101 is divided into four regions by the main trough 106 and the horizontal trough 107. On the surface of the bottom of each region, a large number of small troughs 108 extending in parallel from the side wall W1 side toward the main trough 106 at equal intervals are formed.

図示の実施の形態においては、底面101bの各領域は、さらにそれぞれ2つずつの領域に分割されて、図6及び図8に示すように、全部で8つの領域B1〜B8を有している。領域数は、後述される給水ポンプ103B及び揚砂ポンプ103Cの能力に応じて任意に設定することができる。 In the illustrated embodiment, each region of the bottom surface 101b is further divided into two regions each, and as shown in FIGS. 6 and 8, has a total of eight regions B1 to B8. .. The number of regions can be arbitrarily set according to the capacities of the water supply pump 103B and the sand pump 103C described later.

そして、図2及び図5に示すように、沈砂池101の底面101bの各領域B1〜B8の上方には、側壁W1の近傍においてノズルヘッダーH1〜H8が設置されている。各ノズルヘッダーH1〜H8は、いずれも同様に構成されていて、分岐管109aを有する母管109bに複数のノズル110を等間隔に取付けてなっている。
各ノズルヘッダーH1〜H8には、沈砂池の底面に沈砂池の側壁下端部から主トラフ108まで沈砂池内水流方向に直角な方向に延び、かつ、水流方向に隔てて形成された複数の小トラフ108間の距離よりも長い長さを有するものを用いている。また、ノズルヘッダーは、給水ポンプから圧力水を供給される分岐管109aの両端部をノズル110が複数個等間隔で設けられた母管109bに接続してなっている。分岐管109aの両端部は、母管109bの両端部からその中央側に等距離隔てた二つの位置において母管109bに接続され、母管109bの前記各接続位置から母管109bの各端部までの部分に設けられたノズル110の数は等しい。そして、母管109bの前記二つの接続位置の間の部分に設けられたノズル110の数は母管の各接続位置から母管の各端部までの部分に設けられたノズル110の数の3倍である。(図5参照)
As shown in FIGS. 2 and 5, nozzle headers H1 to H8 are installed in the vicinity of the side wall W1 above the areas B1 to B8 of the bottom surface 101b of the sand basin 101. Each of the nozzle headers H1 to H8 has the same structure, and a plurality of nozzles 110 are attached to a mother pipe 109b having a branch pipe 109a at equal intervals.
Each of the nozzle headers H1 to H8 has a plurality of small troughs formed on the bottom of the sand basin from the lower end of the side wall of the sand basin to the main trough 108 in a direction perpendicular to the water flow direction in the sand basin and separated from each other in the water flow direction. One having a length longer than the distance between 108 is used. Further, the nozzle header is formed by connecting both ends of a branch pipe 109a supplied with pressurized water from a water supply pump to a mother pipe 109b in which a plurality of nozzles 110 are provided at equal intervals. Both ends of the branch pipe 109a are connected to the mother pipe 109b at two positions equidistantly spaced from the both ends of the mother pipe 109b to the center side thereof, and each end of the mother pipe 109b is connected to each of the connecting positions of the mother pipe 109b. The number of nozzles 110 provided in the above parts is the same. The number of nozzles 110 provided in the portion of the mother tube 109b between the two connecting positions is 3 times the number of nozzles 110 provided in the portion from each connecting position of the mother tube to each end of the mother tube. Double. (See Figure 5)

ノズル110は、いずれも同一の種類と形状のものが使用され、図7に示すように、その噴射口110aは小トラフ108の間の底面に均等に散水されるように所定寸法の長円形に形成されている。また、個々のノズル110から噴射される水が隣接するノズルからの水と衝突して互いに干渉することにより、底部の洗浄機能を損なわないように、各ノズル110がそれぞれ小トラフ108の間の底面の直近上方に所定間隔を持って配設されている。したがって、沈砂池の底面の土砂が小トラフ108に円滑に流入するので、集砂効率が向上する。 The nozzles 110 are of the same type and shape, and as shown in FIG. 7, their injection ports 110a are elliptical with a predetermined size so that water is evenly sprayed on the bottom surface between the small troughs 108. Has been formed. In addition, each of the nozzles 110 has a bottom surface between the small troughs 108 so that the water sprayed from each nozzle 110 collides with the water from the adjacent nozzles and interferes with each other, so that the cleaning function of the bottom is not impaired. Are arranged at a predetermined interval immediately above. Therefore, the sediment on the bottom surface of the sand basin smoothly flows into the small trough 108, and the sand collecting efficiency is improved.

各ノズルヘッダーH1〜H8には、これをポンプ井102に設置されている給水ポンプ103Bに結合するための管P1〜P8の一端が接続され、その管P1〜P8は側壁W1の近傍を経て、沈砂池101の上面を覆う天井壁W2の隣り合う補強材111の間においてその天井壁W2に形成した細長い孔112の直前に集合され、その集合された管P1〜P8を整列させた状態で前記孔112に貫通して天井壁W2の上方まで延長され、その管P1〜P8の他端部は給水ポンプ103Bに接続されている給水管P13に結合されている。そして、天井壁W2の上方まで延長して整列されている管P1〜P8のそれぞれに集砂弁V1〜V8が同じ高さに取付けられている。給水ポンプ103Bは流体供給源に相当し、管P1〜P8は管路に相当する。また、ノズルヘッダーH1〜H8は複数の流体供給先に相当する。そして、集砂弁V1〜V8は管路の整列されている部分に取付けられている。 To each nozzle header H1 to H8, one end of a pipe P1 to P8 for connecting the nozzle header H1 to H8 to a water supply pump 103B installed in the pump well 102 is connected, and the pipes P1 to P8 pass through the vicinity of the side wall W1. Between the adjacent reinforcing members 111 of the ceiling wall W2 covering the upper surface of the sand basin 101, the pipes P1 to P8 gathered immediately before the elongated holes 112 formed in the ceiling wall W2 are aligned in the state described above. The pipe P1 extends through the hole 112 to a position above the ceiling wall W2, and the other ends of the pipes P1 to P8 are connected to a water supply pipe P13 connected to the water supply pump 103B. Then, the sand collecting valves V1 to V8 are attached at the same height to the pipes P1 to P8 which are extended and aligned above the ceiling wall W2. The water supply pump 103B corresponds to a fluid supply source, and the pipes P1 to P8 correspond to pipe lines. The nozzle headers H1 to H8 correspond to a plurality of fluid supply destinations. The sand collecting valves V1 to V8 are attached to the aligned portions of the pipelines.

図5に示されるように、図6の領域B2,B4のノズルヘッダーH2,H4と領域B1,B3のノズルヘッダーH1,H3に対応する集砂弁V1,V2,V3,V4により構成された第1の集砂弁群VG1が、そして、図6の領域B6,B8のノズルヘッダーH6,H8と領域B5,B7のノズルヘッダーH5,H7に対応する集砂弁V5,V6,V7,V8により構成された第2の集砂弁群VG2が、沈砂池101の流入側と流出側に分けられ、沈砂池101の天井壁W2の上部に設けられている。また、図8に示されるように、これらの第1及び第2の集砂弁群VG1,VG2は沈砂池101の流入側から流出側へ向かって左側に集められているので、特に流量調整弁等を手作業で行うときの作業性を高めることができる。 As shown in FIG. 5, the nozzle headers H2 and H4 of the areas B2 and B4 and the sand collecting valves V1, V2, V3 and V4 corresponding to the nozzle headers H1 and H3 of the areas B1 and B3 of FIG. The sand collecting valve group VG1 of No. 1 is composed of the sand collecting valves V5, V6, V7 and V8 corresponding to the nozzle headers H6 and H8 of the areas B6 and B8 and the nozzle headers H5 and H7 of the areas B5 and B7 of FIG. The formed second sand collection valve group VG2 is divided into an inflow side and an outflow side of the sand basin 101, and is provided above the ceiling wall W2 of the sand basin 101. Further, as shown in FIG. 8, since the first and second sand collecting valve groups VG1 and VG2 are gathered on the left side from the inflow side to the outflow side of the sand basin 101, particularly the flow rate adjusting valve It is possible to improve workability when manually performing the above.

いずれの集砂弁V1〜V8も同じ構成を有する。すなわち、給水ポンプ103Bからの圧力水の個々のノズルヘッダーH1〜H8への流量を調整するための流量調整弁Vaと個々のノズルヘッダーH1〜H8への通水・止水を行なう切換弁Vbとを直結して構成されている。流量調整弁Vaには、流量が多いので、流量調整を手作業で行なう手動弁、例えば、ボール弁が用いられている。そして、いずれの流量調整弁Va及び切換弁Vbも、弁体に流量調整工具、例えばレンチ等により回転力を加えるための被回転部材(例えば、ボール弁の場合はステムS1,S2)の回転軸線を、図9、図10に示すように、管P1〜P8の整列方向Lに対して所定角度(θ2)傾けて取付けられている。 All sand collecting valves V1 to V8 have the same configuration. That is, a flow rate adjusting valve Va for adjusting the flow rate of the pressure water from the water supply pump 103B to each of the nozzle headers H1 to H8, and a switching valve Vb for passing water to/stopping each of the nozzle headers H1 to H8. It is configured by directly connecting. Since the flow rate adjusting valve Va has a large flow rate, a manual valve for manually adjusting the flow rate, for example, a ball valve is used. Each of the flow rate adjusting valves Va and the switching valves Vb has a rotation axis of a rotated member (for example, stems S1 and S2 in the case of a ball valve) for applying a rotational force to the valve body by a flow rate adjusting tool such as a wrench. As shown in FIGS. 9 and 10, the pipes P1 to P8 are attached at a predetermined angle (θ2) with respect to the alignment direction L.

上記管の整列方向Lに対して傾斜させる角度θ2は、一つの流量調整弁Vaの流量調整作業及び切換弁Vbの修理作業が隣りの流量調整弁Va又は切換弁Vbにより妨害されない角度に設定される。流量調整弁Vaの種類により多少の変動はあるが、汎用の手動弁の場合は、その固定用フランジに設けられるボルト貫通孔の数が8個であるので、前記傾斜角度は45度となる。 The angle θ2 to be inclined with respect to the alignment direction L of the pipes is set to an angle at which the flow rate adjusting work of one flow rate adjusting valve Va and the repair work of the switching valve Vb are not obstructed by the adjacent flow rate adjusting valve Va or the switching valve Vb. It Although there is some variation depending on the type of the flow rate adjusting valve Va, in the case of a general-purpose manual valve, the number of bolt through holes provided in the fixing flange is 8, so the inclination angle is 45 degrees.

このように、各流量調整弁Vaを管路P1〜P8の整列方向Lに対して所定角度傾けて取り付けた場合は、図10に一点鎖線で示すように、流量調整工具T、例えばレンチ等を被回転部材(S1)に嵌合又は係合して回転して流量調整作業を行なうときに、隣りの流量調整弁Va又は切換弁Vbによりその流量調整作業が妨害されることがないという格別の効果が得られる。切換弁Vbの修理作業を行なうときも、同様に隣りの流量調整弁Va又は切換弁Vbによりその修理作業が妨害されることがない。 In this way, when each flow rate adjusting valve Va is attached at a predetermined angle with respect to the alignment direction L of the conduits P1 to P8, the flow rate adjusting tool T, for example, a wrench or the like, is attached as shown by the alternate long and short dash line in FIG. When performing the flow rate adjusting work by fitting or engaging with the rotated member (S1) and rotating the member, the adjacent flow rate adjusting valve Va or the switching valve Vb does not interfere with the flow rate adjusting work. The effect is obtained. Also when the repair work of the switching valve Vb is performed, the repair work is not disturbed by the adjacent flow rate adjusting valve Va or the switching valve Vb.

従って、管P1〜P8の設置間隔を従来よりも狭めることができ、これに伴い、天井壁W2に設ける長孔の長さも短くすることができるから、補強材111間の距離を気にすることなく管P1〜P8の設置ができる。また、天井壁の加工数を減らすことができる。 Therefore, the installation intervals of the pipes P1 to P8 can be made narrower than in the past, and the length of the long holes provided in the ceiling wall W2 can be shortened accordingly, so that the distance between the reinforcing members 111 should be taken into consideration. Instead, the pipes P1 to P8 can be installed. In addition, the number of processed ceiling walls can be reduced.

主トラフ106の最も高い位置、すなわち、主トラフの上流側端部及び下流側端部にも、それぞれノズル110a,110bが設けられ、それぞれのノズルに一端が接続されている管P9,P10は、天井壁W2の孔112の下側でノズルヘッダーH1〜H4,H5〜H8の管P1〜P4,P5〜P8とそれぞれ集合され、同様に孔112の上方に貫通され、その管P9,P10に集砂弁V9,V10が他の集砂弁V1〜V4,V5〜V8と同様に取付けられて、第1及び第2の集砂弁群VG1,VG2にそれぞれ並設されている。 Nozzles 110a and 110b are provided also at the highest position of the main trough 106, that is, at the upstream end and the downstream end of the main trough, and the pipes P9 and P10 having one end connected to each nozzle are Below the hole 112 in the ceiling wall W2, the nozzle headers H1 to H4 and H5 to H8 are assembled with the pipes P1 to P4 and P5 to P8, respectively, and are similarly penetrated above the hole 112 and collected in the pipes P9 and P10. The sand valves V9 and V10 are attached in the same manner as the other sand collecting valves V1 to V4 and V5 to V8, and are arranged in parallel in the first and second sand collecting valve groups VG1 and VG2, respectively.

横トラフ107の両端部にもノズル110cが設けられ、そのノズルに一端が接続されている管P11は、天井壁W2の孔112の下側で管P5〜P8,P10と集合され、同様に孔112の上方に貫通され、その管P11に集砂弁V11が他の集砂弁V5〜V8,V10と同様に管の整列方向に対して所定角度(θ2)傾けて取付けられて、第2の集砂弁群VG2に並設されている。 Nozzles 110c are also provided at both ends of the horizontal trough 107, and a pipe P11 having one end connected to the nozzle is assembled with the pipes P5 to P8, P10 below the hole 112 of the ceiling wall W2, and similarly the holes are formed. The sand collecting valve V11 is penetrated above 112, and is attached to the pipe P11 at a predetermined angle (θ2) with respect to the alignment direction of the pipes like the other sand collecting valves V5 to V8 and V10. It is installed in parallel with the sand collection valve group VG2.

図5及び図8の110dは、集砂ピット105内の砂を撹拌して流動化させるためのノズルであり、他のノズルの場合と同様に一端が接続された管P12が天井壁W2の孔112から上方に貫通され、その管P12に集砂弁V12が同様に管の整列方向Lに対して所定角度(θ2)傾けて取付けられて、第2の集砂弁群VG2に並設されている。 Reference numeral 110d in FIGS. 5 and 8 denotes a nozzle for agitating and fluidizing the sand in the sand collecting pit 105. As in the case of other nozzles, the pipe P12 having one end connected to it has a hole in the ceiling wall W2. A sand collecting valve V12 is attached to the pipe P12 at an angle of a predetermined angle (θ2) with respect to the pipe aligning direction L and is arranged in parallel with the second sand collecting valve group VG2. There is.

横トラフ107のノズル110cの管P11及び集砂ピット撹拌用ノズル110dの管P12は、第1群VG1と第2群VG2のいずれに並設されても良い。 The pipe P11 of the nozzle 110c of the horizontal trough 107 and the pipe P12 of the sand collecting pit stirring nozzle 110d may be arranged in parallel in either the first group VG1 or the second group VG2.

上記各ノズルヘッダーの集砂弁については、試運転の際に、順次切換弁Vbを通水側に駆動するとともに、流量調整弁Vaの被回転部材を流量調整工具により回転して、各ノズルからの各領域での噴射水量が均等になるように流量調整が行なわれる。このような流量調整は、運転後も各ノズルヘッダーのノズルの噴射状態を監視して必要な時にも行うことができる。 Regarding the sand collecting valve of each nozzle header, during the test operation, the switching valve Vb is sequentially driven to the water passage side, and the member to be rotated of the flow rate adjusting valve Va is rotated by the flow rate adjusting tool so that The flow rate is adjusted so that the amount of water sprayed in each region is even. Such flow rate adjustment can be performed even after operation by monitoring the injection state of the nozzles of each nozzle header and when necessary.

なお、沈砂池101の上流側直前には、夾雑物排除のための自動スクリーン113が設けられており、この自動スクリーン113により、例えば浮上物、水中浮遊物、小石や礫等の夾雑物が捕捉され、コンベアなどにより自動的に取り除かれる。また、沈砂池101の下流側端部には図1に示すように、濾過機114が設けられている。 An automatic screen 113 for removing impurities is provided immediately upstream of the sand basin 101, and the automatic screen 113 captures, for example, levitated matter, underwater suspended matter, and debris such as pebbles and gravel. And is automatically removed by a conveyor or the like. A filter 114 is provided at the downstream end of the sand basin 101 as shown in FIG.

図1及び図8の103Bは、ポンプ井102に設けられた給水ポンプであり、この実施の形態においては、この給水ポンプ103Bを稼動することにより、ポンプ井102内の水を集砂装置の前記ノズルヘッダーH1〜H8に供給する。 Reference numeral 103B in FIGS. 1 and 8 denotes a water supply pump provided in the pump well 102. In this embodiment, by operating the water supply pump 103B, the water in the pump well 102 is stored in the sand collecting device. Supply to the nozzle headers H1 to H8.

給水ポンプ103Bには、図8に示すように、リリーフ回路P14が設けられ、そのリリーフ回路P14に取付けられた切換弁116を開けることにより、給水ポンプ103Bからの水を沈砂池101に移送することができる。 As shown in FIG. 8, the water supply pump 103B is provided with a relief circuit P14, and the switching valve 116 attached to the relief circuit P14 is opened to transfer the water from the water supply pump 103B to the sand basin 101. You can

給水ポンプ103Bからの水は、給水管P13を経て各集砂弁群VG1,VG2に供給され、図示されていないマイクロコンピュータによる制御により各集砂弁V1〜V12が所定の順序で駆動されて、所定のノズルヘッダーH1〜H8へ順次給水され、かつ、各トラフのノズル110a,110b及び110c並びに撹拌用ノズル110dに給水されて、沈砂池101での集砂動作が行なわれる。 Water from the water supply pump 103B is supplied to the sand collecting valve groups VG1 and VG2 through the water supply pipe P13, and the sand collecting valves V1 to V12 are driven in a predetermined order by the control of a microcomputer (not shown). Water is sequentially supplied to the predetermined nozzle headers H1 to H8, and is also supplied to the nozzles 110a, 110b and 110c and the stirring nozzle 110d of each trough, and the sand collecting operation in the sand basin 101 is performed.

揚砂ポンプ103Cは、沈砂池内に滞留する水の水面が集砂ピット105内に位置する排水状態を維持するように稼動するものであって、集砂ピット内の水面が所定の高水位以上のときは自動的に運転を開始し、集砂ピット内の水面が所定の低水位よりも低くなると、運転が自動的に止まるものである。 The sand pump 103C is operated so that the water level of the water accumulated in the sand basin is maintained in the sand collecting pit 105, and the water level in the sand collecting pit is higher than a predetermined high water level. At that time, the operation is automatically started, and when the water level in the sand collecting pit becomes lower than a predetermined low water level, the operation is automatically stopped.

上記構成による集砂動作は、上記特許文献1に記載されているものと同一であり、また、本発明の要部と直接関係が無いので、ここでは詳述しない。 The sand collecting operation by the above configuration is the same as that described in the above-mentioned Patent Document 1, and since it is not directly related to the main part of the present invention, it will not be described in detail here.

上述のように、管P1〜P12は、沈砂池の上面を覆う天井壁W2に形成した孔112の下側に集合され、その集合された位置から整列させた状態で前記孔112に貫通されて天井壁W2の上方まで延長される直管部SP,・・・を有し、その直管部SP,・・・の上端部にそれぞれ集砂弁V1〜V12が取付けられている。そして、直管部SP,・・・はそれぞれ前記孔112の下側と上側においてフランジとボルト・ナットなどの周知の結合手段により分離可能な繋ぎ管CP,・・・を有する。これらの繋ぎ管CP,・・・はいずれも長さ、太さにおいて同じものが使用されている。したがって、配管工事の手間とコストの削減が可能であり、繋ぎ管CPの取付け・交換が容易にできるから、直管部SPの増減または交換も容易にできる。 As described above, the pipes P1 to P12 are gathered under the holes 112 formed in the ceiling wall W2 that covers the upper surface of the sand basin, and are penetrated through the holes 112 in an aligned state from the gathered position. .. extending to above the ceiling wall W2, and sand collecting valves V1 to V12 are attached to the upper ends of the straight pipe portions SP,. The straight pipe portions SP,... Have connecting pipes CP,.., which are separable by well-known coupling means such as a flange and bolts and nuts on the lower side and the upper side of the hole 112, respectively. All of these connecting pipes CP,... Have the same length and thickness. Therefore, the labor and cost of piping work can be reduced, and the connecting pipe CP can be easily attached/replaced, so that the straight pipe portion SP can be easily increased/decreased or exchanged.

100 雨水処理設備
101 沈砂池
102 ポンプ井
103B 給水ポンプ
P1〜P8 管路
H1〜H8 ノズルヘッダー
110,110a〜110d ノズル
VG1,VG2 集砂弁群
V1〜V8 集砂弁
Va 流量調整弁
Vb 切換弁
W1 沈砂池の側壁
W2 沈砂池の天井壁
112 天井壁に設けた長孔
SP 直管部
CP 繋ぎ管
100 Rainwater treatment facility 101 Sand set 102 Pump well 103B Water supply pump P1 to P8 Pipeline H1 to H8 Nozzle header 110, 110a to 110d Nozzle VG1, VG2 Sand collecting valve group V1 to V8 Sand collecting valve Va Flow control valve Vb Switching valve W1 Side wall of sand basin W2 Ceiling wall of sand basin 112 Long hole in ceiling wall SP Straight pipe part CP Connecting pipe

Claims (2)

排水状態の沈砂池の底面に複数のノズルヘッダーのノズルから低圧力水を噴射させて集砂を行なう低圧集砂方式の集砂装置において、
前記ノズルヘッダーは、前記沈砂池の底面が沈砂池内水流方向に対して直角方向に複数に分割された領域に、前記沈砂池の側壁の下部近傍に前記沈砂池内水流方向と平行に設けられ、
前記各ノズルヘッダーに給水ポンプからの低圧力水を供給する管路の一端部が接続され、
前記各管路は、前記沈砂池の上面を覆う天井壁に前記沈砂池の片側の側壁側において形成された孔に貫通して前記天井壁の上方まで延長され、
その延長されている前記各管路に集砂弁が取付けられ、
前記天井壁の孔は、前記沈砂池内水流方向に隔てて複数個形成され、
前記管路は、前記沈砂池の上流側と下流側に分けられて前記各孔に貫通されている、
ことを特徴とする低圧集砂方式の集砂装置。
In a low pressure sand collecting type sand collecting device that collects sand by injecting low pressure water from the nozzles of a plurality of nozzle headers on the bottom of a sand basin in a drainage state,
The nozzle header is provided in a region in which the bottom surface of the sand basin is divided into a plurality of directions at right angles to the water flow direction in the sand basin, is provided in the vicinity of the lower portion of the side wall of the sand basin parallel to the water flow direction in the sand basin,
One end of a pipeline for supplying low pressure water from a water supply pump is connected to each nozzle header,
Each of the pipelines extends through the hole formed in the side wall side of the sand basin on the ceiling wall that covers the upper surface of the sand basin to the upper side of the ceiling wall,
Collecting sand valve mounting et al is in each conduit being its extension,
A plurality of holes in the ceiling wall are formed in the sand basin in the direction of water flow,
The pipeline is divided into an upstream side and a downstream side of the sand basin and is penetrated into each of the holes,
A low-pressure sand-collecting method sand collecting device.
請求項1に記載の低圧集砂方式の集砂装置において、
前記天井壁の孔は、細長い孔であり、
その孔に複数の前記管路が収束して貫通されている、
ことを特徴とする低圧集砂方式の集砂装置。
The low-pressure sand collecting apparatus according to claim 1,
The hole in the ceiling wall is an elongated hole,
A plurality of the conduits are converged and penetrated into the hole,
A low-pressure sand-collecting method sand collecting device.
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