JP2016223275A - Water reservoir for disaster-time water supply - Google Patents
Water reservoir for disaster-time water supply Download PDFInfo
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- JP2016223275A JP2016223275A JP2015123288A JP2015123288A JP2016223275A JP 2016223275 A JP2016223275 A JP 2016223275A JP 2015123288 A JP2015123288 A JP 2015123288A JP 2015123288 A JP2015123288 A JP 2015123288A JP 2016223275 A JP2016223275 A JP 2016223275A
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
Abstract
Description
本発明は災害時に飲料水を確保するため、水道管の途中に設置する飲料水用の貯水槽に関するものである。 The present invention relates to a drinking water storage tank installed in the middle of a water pipe in order to secure drinking water in the event of a disaster.
従来の災害時水道用貯水槽は横型で細長い形状で、入口管と出口管を両側にもうけ、穴開き管を配位置したりタンクの途中に仕切り板を多数枚取付けたり、水の流れを仕切り板で仕切り、多段パスで通したりして、水の入れ替わりを促進する方法が提案されている。 Conventional water tanks for disaster water supply are horizontal and elongated, with inlet and outlet pipes on both sides, perforated pipes, many partition plates installed in the middle of the tank, and water flow partition A method of promoting the replacement of water by partitioning with a plate and passing through a multi-stage path has been proposed.
従来の発明の貯水槽は横長であるため、内部の混合が少なく、入れ替わりに対しては有利に働く形状であったが、本発明の貯水槽は地上式の立型であり、安定を保つためにタンクを長くすることができず、胴を太く長さを短くした形状とせねばならない。そのため、内部で速い中央部分と遅い内壁部分で流れの分離が起こり従来の方法では満足できる水の入れ替わりを達成することができない。又、地下式の貯水槽では地震時に給水を遮断する弁を取付けて、タンクと接続する外部配管が損傷した時に内部の水が流出するための防止対策を講じねばならなかった。このため導入コストが高くなり、メンテナンスも必要であった。 Since the water tank of the conventional invention is horizontally long, there is little mixing inside, and it was a shape that works favorably for replacement, but the water tank of the present invention is a ground type vertical type to maintain stability However, the tank cannot be lengthened, and the body must be thick and the length shortened. Therefore, flow separation occurs in the fast central portion and the slow inner wall portion inside, and satisfactory water replacement cannot be achieved by the conventional method. In addition, in underground water storage tanks, a valve that shuts off water supply in the event of an earthquake must be installed, and measures must be taken to prevent internal water from flowing out when the external piping connected to the tank is damaged. For this reason, the introduction cost was high and maintenance was also necessary.
本発明は、大径短胴のタンクでも短時間で水の入れ替わりを達成することを目的とするものである。 An object of the present invention is to achieve the replacement of water in a short time even in a tank having a large diameter and a short body.
本発明は上記目的を達成するため、両端を鏡板で閉止した円筒立型の貯水槽において、給水の入口と出口を、鏡板の中央部に、かつ一箇所にまとめるため2重管とし、その内管を給水入口内管とし、外管と内管のすきまを流出管とする。給水入口内管は2重管部のある一方の鏡板から他方の鏡板方向に伸して他方の鏡板の手前で略球形の多数の穴開き流出口とする事により、流入部を除いた全方向に同時に噴出させるようにしてある。 In order to achieve the above object, the present invention has a cylindrical water storage tank with both ends closed by a mirror plate, and a double pipe is formed in the central portion of the mirror plate so that the inlet and outlet of the water supply are centralized. The pipe is the feed water inlet inner pipe, and the gap between the outer pipe and the inner pipe is the outflow pipe. The inner pipe of the water supply inlet extends from one end plate with a double pipe part to the other end plate, and forms a large number of substantially spherical perforated outlets in front of the other end plate. It is made to eject at the same time.
この穴から噴出させる事により全方向で同時に減速させ、さらに鏡板や胴板に当てて減速することによりタンク内部の流れを早く層流として流体間の混合を防止するようになっている。 By jetting from this hole, the speed is simultaneously reduced in all directions, and further, the speed is applied to the end plate or the body plate to reduce the flow inside the tank quickly so as to prevent mixing between fluids.
しかし、タンク内部の流れが層流となると、タンク中心部で流れが早く、タンクの胴板内壁付近では遅くなり、古い水を新しい水で均等に水平に押し出すことができなくなるので中心に通る給水入口内管に円形状のバッフル板を一定間隔で取付けて、中心部の流れにブレーキをかけて、均等な速さの流れになるよう修正するようになっている。 However, when the flow inside the tank becomes laminar, the flow is fast in the center of the tank, slows down near the inner wall of the tank shell plate, and the old water cannot be pushed out evenly with new water, so the water supply that passes through the center A circular baffle plate is attached to the inner pipe of the inlet at regular intervals, and the flow in the center is braked so that the flow becomes uniform.
給水出口管は出口管を接続した鏡板の方向に向けたラッパ状の板の内部より流出させる。ラッパ状の板のヘリと鏡板との間の流路は締って流速を上げて流出させる。又、特に小流量しか流れない場合は、ラッパ状の板のヘリを折り返して逆のラッパ状として流出の流路形状をベンチュリ状として、その折返し部に等間隔の穴を中心の方向に向けてもうけて、穴間はプレートで仕切る。これは、タンク周壁部で遅くなった流れを速くしようと、逆ラッパ状の板の径を大きくして周壁に近づけると、中央部の流れが悪くなり、又、径を小さくすると中央部の流れが速くなり、又、流量によっても変化してしまう。この時の流れのバランスを取るため、ラッパ状と逆方向のラッパ状の板の谷部に流れを集め、そこに穴をもうけて流し、コントロールする。この時、ベンチュリ効果により流速が早い方の流れは遅い方の流れを吸引し、バランスを取ってくれる。 The water supply outlet pipe flows out from the inside of the trumpet-shaped plate facing the end plate connected to the outlet pipe. The flow path between the trumpet-shaped plate helicopter and the end plate is tightened to increase the flow velocity and let it flow out. Also, especially when only a small flow rate flows, the trumpet-shaped helicopter is folded back to form the reverse trumpet shape, and the outflow channel shape is venturi-shaped, with equally spaced holes directed toward the center. Make a space between the holes with a plate. This is because if the diameter of the reverse trumpet plate is increased to approach the peripheral wall in order to speed up the slowed flow at the tank peripheral wall, the flow at the center deteriorates. Becomes faster and changes depending on the flow rate. In order to balance the flow at this time, the flow is collected in a trough of a trumpet plate in the opposite direction to the trumpet shape, and a hole is made there to control it. At this time, due to the Venturi effect, the flow with the higher flow velocity attracts the flow with the slower flow rate and balances it.
給水を減速させる方法としてラッパ管を鏡板内面の方向に向けて鏡板にぶつける方法や両端を閉止した円筒状の穴開きプレートを通して鏡板と平行に噴出させて行う方法等が提案されているが、本発明では鏡と同じような曲率の球状の給水入口口から全方向同時に噴出させるが、当然流れ方向の噴出量が多くなり、流れ方向と逆の方向の噴出量が少なくなる。 As a method of decelerating the water supply, a method of hitting the trumpet pipe toward the inner surface of the mirror plate or a method of jetting in parallel with the mirror plate through a cylindrical perforated plate with closed ends has been proposed. In the invention, the spherical water supply inlet having the same curvature as that of the mirror is ejected simultaneously in all directions, but naturally the amount of ejection in the flow direction increases and the amount of ejection in the direction opposite to the flow direction decreases.
流れ方向に噴出した流れは、鏡板に同時に当たりさらに減速させかつ反転させる。流れ方向と逆の方向の噴出による流れは、流れ方向の噴出によって、その周囲に生ずる循環流を防止する作用があり、内部混合を阻止する作用がある、又噴出球の背後にバッフルプレートを追加することにより循環流を遮断し、混合を防止する効果を高めることもできる。これらの作用により入口管より噴出した乱流の流れは、すばやく層流の流れに変更され、内部で混合や分離することなく、出口の方へ流すことができる。又、前記流れ方向と逆方向の噴出量の違いを穴径や数を流入方向と流入と直角方向と、流入と逆方向で変更して噴出量を変えることにより流れを最適化することができる。 The flow jetted in the flow direction strikes the end plate simultaneously and further decelerates and reverses. The flow caused by jetting in the direction opposite to the flow direction has the effect of preventing the circulating flow around it by jetting in the flow direction, and has the effect of blocking internal mixing, and a baffle plate is added behind the jetting sphere. By doing so, the circulation flow can be blocked and the effect of preventing mixing can be enhanced. The turbulent flow ejected from the inlet pipe by these actions is quickly changed to a laminar flow and can flow toward the outlet without being mixed or separated inside. In addition, the flow can be optimized by changing the ejection amount by changing the difference in the ejection amount in the opposite direction to the flow direction in the hole diameter and the number in the direction perpendicular to the inflow direction and the inflow direction and in the direction opposite to the inflow direction. .
一方出口の形状は、この層流の流れを乱すことなく、かつできるだけ均等に流出させる方法が必要である。その方法として鏡板の方向に向けたラッパ状の板を流出管口の直前にもうけ、そのラッパ状の板の内部の流出口の周囲に円筒状の穴開き板をもうける。流出管の手前まで来た水はラッパ状の板のヘリと鏡板のすきまより流出させることにより流速を上げ、その後穴開き板を通すことにより、2重管の外管と内管の間の流れの不均等を修正し、ラッパ状のヘリの流れを均一に近づける効果がある。 On the other hand, the shape of the outlet needs to be a method that allows the laminar flow to flow as evenly as possible without disturbing the laminar flow. As a method, a trumpet-shaped plate directed toward the end plate is provided just before the outflow pipe port, and a cylindrical perforated plate is formed around the outlet in the trumpet-shaped plate. The flow of water between the outer pipe and the inner pipe of the double pipe is increased by flowing out the water before the outflow pipe through the gap between the helicopter of the trumpet-like plate and the end plate, and then passing through the perforated plate. This has the effect of correcting the unevenness and making the trumpet-like helicopter flow evenly.
又、特に小流量の場合は、ラッパ状の板のヘリを折り返して逆のラッパ状として流路形状をベンチュリ状となるようにして、その折返し部の谷部分に等間隔の穴を開け、かつ、穴間に仕切りを入れることにより、逆のラッパ板の大小による流れの不均等や流量の大小による流れの不均等を自動的に修正する効果がある。これは流路形状がベンチュリ状となっているためで穴からの噴流側とラッパ板の流路側のうち、速い方の流れが、遅い方の流れを吸引することによる。以上のように、入口側の形状と出口側の形状の組合せにより水の入れ換わりを促進する。又この発明は横形のものや、自由水面を持ったタンクにも応用することができる。 Also, especially in the case of a small flow rate, the helicopter of the trumpet-like plate is folded back so that the flow path shape becomes a venturi shape, and holes at equal intervals are made in the valley portion of the folded-back portion, and By inserting a partition between the holes, there is an effect of automatically correcting the uneven flow due to the size of the reverse trumpet and the uneven flow due to the flow rate. This is because the flow path shape is a venturi shape, and the faster flow of the jet side from the hole and the flow path side of the trumpet plate sucks the slower flow. As described above, the exchange of water is promoted by the combination of the shape on the inlet side and the shape on the outlet side. The present invention can also be applied to a horizontal tank or a tank having a free water surface.
外部配管の取り回しに対しても、本タンクでは出入口管がタンク頂部の一箇所に集中しているため配位置しやすく、また、本タンクと接続される外部配管が地震で損傷した場合でも出入口配管はタンク頂部にあり、空気弁を取付ける事により自動的にタンク内部の水は確保され、従来のタンクで下部に接続された配管では必要となる遮断弁は不要であり、導入コストとメンテナンス費を低減することができる。 In connection with the handling of external piping, the inlet and outlet pipes of this tank are concentrated at one location on the top of the tank, and it is easy to place them, and even if the external piping connected to this tank is damaged by an earthquake, Is installed at the top of the tank, and the water inside the tank is automatically secured by installing an air valve, and there is no need for a shut-off valve, which is necessary for piping connected to the lower part of a conventional tank. Can be reduced.
先行技術文献で問題となっているようにタンク内水の温度と、給水の温度の差が、内部の流れを分離するように働くが、タンクを立型としてやれば各温度の層は流れ方向に対し直角方向となり、温度による比重差の影響を受けない。地上式のタンクでは太陽で加熱されるためタンク内の温度の方が給水温度より、必ず高くなっており、温度差が激しい。本タンクでは立型であり、しかも、温度が低く比重の重たい給水を底から入れていくため、比重差を有効に利用して、タンク内の水の入れ換わりを促進できる構造でもある。 The difference between the temperature of the water in the tank and the temperature of the feed water works to separate the internal flow, as is a problem in the prior art literature. Is perpendicular to the temperature and is not affected by the difference in specific gravity due to temperature. Above ground tanks are heated by the sun, so the temperature in the tank is always higher than the water supply temperature, and the temperature difference is severe. This tank is a vertical type and has a structure that can promote the replacement of water in the tank by effectively utilizing the difference in specific gravity since water supply having a low temperature and a high specific gravity is introduced from the bottom.
図1において円筒立型のタンク1の上部の2重管6の内管である給水入口内管14に給水入口管2が接続されておりタンクの中心を上から下に向かって入口内管14は伸びており、その端にはほぼ球形の噴出球3が取付けられており、その球状の表面には多数の穴4が開けられている。この穴は大きさや数を変えて噴出量を方向によって変化させることもできる。 In FIG. 1, a feed
流出管5もタンク1の上部にもうけられており、給水入口内管14と流出2重管の外管6は同じ位置にあり流入と流出が行われる。流出管5は2重管の外管6の上側に接続されておりこの2重管外管6の内周のタンク内側にはラッパ状の流出板7と円筒状の穴開き板8が配位置されており、ラッパ状の流出板7の端はタンクの上部鏡板13に近づけており、一度せまく、しぼって流出口9を開口している。内部の流れがより小流量となる場合は図5に示すようにこのラッパ状の流出板7のへりを折返し、逆方向を向いたラッパ状の板を取り付けたラッパ状の板26とし、その折返し部に、一定間隔で穴27を開けて、その穴間に仕切り板を入れる。これにより、流出路をベンチュリに近い形状としている。 The outflow pipe 5 is also provided in the upper part of the tank 1, and the feed water inlet
図3に噴出球3の拡大図、図4に流入、流出管とラッパ板と穴開きプレートの拡大図を示す。図2においては図1の流入管の端部の噴出球を、半球10とラッパ管11にわけた形状にしており、この事により製作が簡単となりコストダウンを企ることができる。又、噴出球の製作に当っては穴開き板を展開切断して曲げ加工した数分割したものを地球儀のように組立てたものを使用しても何ら問題ないとはならないし、コストダウンにもつながる。 FIG. 3 shows an enlarged view of the ejection sphere 3, and FIG. 4 shows an enlarged view of the inflow / outflow pipe, the trumpet plate, and the perforated plate. In FIG. 2, the ejection sphere at the end of the inflow pipe in FIG. 1 is divided into a
又さらなる内部混合を防止するための方法として流れ方向にタンク中心の給水入口内管から放射状に仕切り板30を入れて流れ方向と直角方向の混合を防止する。他の形状は図1と同様である。 Further, as a method for preventing further internal mixing, a
図6には自由水面を持ったタンクへの応用例を示す。このタンクでは、給水出入口の2重管はタンクの底板に取付け、給水入口内管は水面に向かって走らせ、水面の手前で略球形の出口としており、水面に向かって噴出させ、水面の重力により反転させる。流出口、流出管の形状は前記と同様である。 FIG. 6 shows an application example to a tank having a free water surface. In this tank, the double pipe of the feed water inlet / outlet is attached to the bottom plate of the tank, the inner pipe of the feed water inlet is run toward the water surface, has a substantially spherical outlet before the water surface, and is ejected toward the water surface due to the gravity of the water surface. Invert. The shapes of the outlet and the outlet pipe are the same as described above.
1 タンク
2 給水入口管
3 噴出球
4 噴出球の穴
5 流出管
6 2重管の外管
7 ラッパ状の板
8 給水出口前の穴開き円筒板
9 流出口
10 噴出半球
11 噴出部ラッパ管
12 上部鏡板
13 下部鏡板
14 給水入口内管
15 循環防止板
16 基礎
17 空気弁
18 減速部
19 層流の流れ部
20 回収出口部
21 ラッパ状の板のヘリ
22 水面
23 底板
24 側板
25 天板
26 板のへりに逆向きのラッパ状の板を付けたラッパ状の板
27 26の板に開けた等間隔の穴
28 26の板に開けた等間隔の穴間の仕切板
29 給水入口内管外面のブレーキ用バッフル板
30 放射状の胴体分割の仕切り板DESCRIPTION OF SYMBOLS 1
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5673781U (en) * | 1979-11-10 | 1981-06-17 | ||
JPS6036451U (en) * | 1983-08-18 | 1985-03-13 | 佐野 政之 | Reserve water storage circulation device |
JPH08232306A (en) * | 1995-02-23 | 1996-09-10 | Akira Shimada | Water storage device |
JPH09266469A (en) * | 1996-03-28 | 1997-10-07 | Nec Eng Ltd | Automatic phase matching device |
JP2001152694A (en) * | 1999-11-26 | 2001-06-05 | Nippon Steel Corp | Renewal work method for existing water storage tank by non-cut-off water supply |
JP2012057436A (en) * | 2010-09-13 | 2012-03-22 | Morimatsu Research Institution Co Ltd | Water storage tank |
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2015
- 2015-06-01 JP JP2015123288A patent/JP6248274B2/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5673781U (en) * | 1979-11-10 | 1981-06-17 | ||
JPS6036451U (en) * | 1983-08-18 | 1985-03-13 | 佐野 政之 | Reserve water storage circulation device |
JPH08232306A (en) * | 1995-02-23 | 1996-09-10 | Akira Shimada | Water storage device |
JPH09266469A (en) * | 1996-03-28 | 1997-10-07 | Nec Eng Ltd | Automatic phase matching device |
JP2001152694A (en) * | 1999-11-26 | 2001-06-05 | Nippon Steel Corp | Renewal work method for existing water storage tank by non-cut-off water supply |
JP2012057436A (en) * | 2010-09-13 | 2012-03-22 | Morimatsu Research Institution Co Ltd | Water storage tank |
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