JP3190823B2 - Emergency water tank - Google Patents

Emergency water tank

Info

Publication number
JP3190823B2
JP3190823B2 JP13998096A JP13998096A JP3190823B2 JP 3190823 B2 JP3190823 B2 JP 3190823B2 JP 13998096 A JP13998096 A JP 13998096A JP 13998096 A JP13998096 A JP 13998096A JP 3190823 B2 JP3190823 B2 JP 3190823B2
Authority
JP
Japan
Prior art keywords
water
pipe
opening
main body
storage tank
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP13998096A
Other languages
Japanese (ja)
Other versions
JPH09323790A (en
Inventor
準 福井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kurimoto Ltd
Original Assignee
Kurimoto Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kurimoto Ltd filed Critical Kurimoto Ltd
Priority to JP13998096A priority Critical patent/JP3190823B2/en
Publication of JPH09323790A publication Critical patent/JPH09323790A/en
Application granted granted Critical
Publication of JP3190823B2 publication Critical patent/JP3190823B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、水道管の途中に
設置される緊急用貯水槽に関し、特に、貯水槽内の水道
水を常に新鮮に保つことができ、大地震などの災害時
に、貯水槽内の水道水を飲料水としても利用できるよう
にした緊急用貯水槽に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an emergency water storage tank installed in the middle of a water pipe, and more particularly to a water storage tank that can always keep tap water fresh in a water storage tank and store water in a disaster such as a large earthquake. The present invention relates to an emergency water storage tank in which tap water in the tank can be used as drinking water.

【0002】[0002]

【従来の技術】この種の従来の貯水槽の一例として、図
5に示す特開昭57−133881号公報記載のものを
挙げることができる。この貯水槽は、タンク53の一端
側の入口管路51の先端に、水Qの方向を円周方向に変
換するT字形のパイプ52を設けるとともに、その水Q
の流入する附近にタンク53の長手方向の水の流れを均
一化する有孔板54を設け、一方、タンク53の他端側
の水の流出する附近には水流方向に広がるテーパパイプ
55を設け、このテーパパイプ55に出口管路56を接
続したものである。
2. Description of the Related Art As an example of this type of conventional water storage tank, there is a water storage tank described in Japanese Patent Application Laid-Open No. 57-133881 shown in FIG. In this water storage tank, a T-shaped pipe 52 for converting the direction of water Q into a circumferential direction is provided at the end of an inlet conduit 51 on one end side of a tank 53, and the water Q
A perforated plate 54 for equalizing the flow of water in the longitudinal direction of the tank 53 is provided in the vicinity of the inflow of the tank 53, while a taper pipe 55 extending in the water flow direction is provided in the vicinity of the outflow of water at the other end of the tank 53, The outlet pipe 56 is connected to the tapered pipe 55.

【0003】この貯水槽においては、T字形のパイプ5
2によって、図5(B)矢印で示すように流入水はタン
ク周囲に流れて噴流となり、周囲の水と混合し、有孔板
54により整流されて均一に流れ出るので、入口管路5
1附近での、いわゆる、水の滞留流域の発生する恐れが
ないこと、及びテーパパイプ55によって、タンク53
他端隅部にも流れを生じさせるので、出口管路56附近
でも滞留領域の発生する恐れがないとしている。
In this water storage tank, a T-shaped pipe 5
5B, the inflowing water flows around the tank to form a jet as shown by the arrow in FIG. 5B, and mixes with the surrounding water, and is rectified by the perforated plate 54 to uniformly flow out.
1, there is no danger of a so-called stagnant water basin and the taper pipe 55
Since the flow is also generated at the other end corner, there is no possibility that a stagnation area is generated even near the outlet conduit 56.

【0004】また、他例として、図6に示す実開昭63
−64693号公報記載のものを挙げることができる。
この貯水槽は、タンク63の両端を円錐状63a、63
bとし、その端に入口管路61及び出口管路66を設け
たものである。
As another example, Japanese Utility Model Application Publication No.
-64693.
This water storage tank is configured such that both ends of a tank 63 are conical 63a, 63
b, and an inlet pipe 61 and an outlet pipe 66 are provided at its ends.

【0005】この貯水槽においては、入り口側は、円錐
状63aとなっていることから、流入水Qは拡散してタ
ンク63内全域に拡がり、出口側では、同じく円錐状6
3bになっていることから、徐々に収束して流出し、タ
ンク63全域に流れが生じ、滞留領域は発生しないとし
ている。
[0005] In this water storage tank, since the inlet side has a conical shape 63a, the inflow water Q diffuses and spreads over the entire area of the tank 63, and the outlet side has a conical shape 6a.
3b, the flow gradually converges and flows out, a flow occurs in the entire area of the tank 63, and no stagnation area is generated.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、図5に
示す貯水槽は、水Qは末広がりのテーパパイプ55に案
内されて、流速を増した後、テーパパイプ55内に急反
転して流入するので、流れ抵抗が増して圧力損失が大き
くなることや、有孔板54がタンク53内を仕切ってい
るため、内面塗膜などの点検が困難であったり、大きな
有孔板54を設置するため、貯水槽の製作費が高くなる
などの問題がある。
However, in the water storage tank shown in FIG. 5, the water Q is guided by the divergent tapered pipe 55, and after the flow velocity is increased, the water Q flows into the tapered pipe 55 by suddenly reversing. Since the resistance increases and the pressure loss increases, and the perforated plate 54 partitions the inside of the tank 53, it is difficult to inspect the inner coating film and the like. There is a problem that the production cost becomes high.

【0007】また、図6に示す貯水槽は、流入水Qが流
入当初から円錐面に沿って円滑に拡散せず、同図矢印の
ごとく、円錐面と円筒面の境界部(ハッチング部分)に
は流れが円滑に至らずに滞留する場合が多い。円錐状6
3aを長くすれば、その解消を図り得るが、タンク63
が長くなる。
Further, in the water storage tank shown in FIG. 6, the inflow water Q does not diffuse smoothly along the conical surface from the beginning of the inflow, and as shown by the arrow in FIG. In many cases, the flow stays without smooth flow. Conical 6
If the length of the tank 3a is increased, the tank 63 can be eliminated.
Becomes longer.

【0008】この発明は、大きな圧力損失を招くことな
く、安価にして滞留領域をなくすことを課題とする。
An object of the present invention is to eliminate the stagnation area at low cost without causing a large pressure loss.

【0009】[0009]

【課題を解決するための手段】上記課題を解決するため
に、この発明は、筒状本体の両端面を閉じた形状で、水
道管の途中に設けられ、前記筒状本体の一端に前記水道
管からの流入管、他端に水道管への流出管をそれぞれ接
続して、筒状本体の一端から他端に水を流通させる前述
の周知な緊急用貯水槽において、上記流入管は筒状本体
内の略軸心上に至って、その開口が筒状本体の一端面に
向くものと他端面に向くものに分岐しており、一端面側
の開口部からは筒状本体の一端側壁内面に向かって水を
噴出し、他端面側開口部からは筒状本体の他端側壁方向
内面に向かって水を放出するようになっている構成と
したのである(請求項1)。
In order to solve the above problems SUMMARY OF THE INVENTION This invention is in the shape of closed end faces of the cylindrical body, provided in the middle of the water pipe, the water supply to one end of the tubular body
In the above-mentioned well-known emergency water storage tank in which the inflow pipe from the pipe and the outflow pipe to the water pipe are connected to the other end, and water flows from one end of the tubular main body to the other end, the inflow pipe is cylindrical. reached approximately on the axis of the body, the opening is branched into those faces which faces the one end surface and other end surface of the cylindrical body, one end side wall inner surface of the tubular body from the opening of the one end face Water is spouted toward the other end side wall of the cylindrical body from the opening on the other end side.
The structure is such that water is discharged toward the inner surface of the (1).

【0010】このように、貯水槽内の流水方向とは逆方
向となるタンク一端面に流入水の一部を噴出すると、そ
の噴出水はその一端面に当たり、その周囲に拡散すると
ともに周囲の水と混合したのち、筒状本体内面に至り、
貯水槽他端面側すなわち流出管に向かう。この噴出水の
拡散及び混合により、貯水槽一端部の滞留は解消され
て、一方、他端面側開口部からの放出水は周囲に拡が
り、前記の噴出水から筒状本体内面に至った水と混合
し、流出管に向う。
As described above, when a part of the inflowing water is jetted to one end face of the tank opposite to the flowing direction of the water in the water storage tank, the jetted water hits one end face and diffuses around the same, and the surrounding water is diffused. After mixing with, it reaches the inner surface of the cylindrical body,
It goes to the other end side of the water tank, that is, the outflow pipe. Due to the diffusion and mixing of the jet water, the stagnation at one end of the water storage tank is eliminated, while the water discharged from the other end side opening spreads around, and the water that has reached the inner surface of the cylindrical main body from the jet water. Mix and direct to drain.

【0011】このとき、上記他端面側の開口面積を一端
面側の開口面積より大きく、例えば2〜30倍にするこ
とが好ましい(請求項2、3)。このようにすれば、一
端面への噴出水の量が少なすぎることによる一端面付近
での滞留域の発生、あるいは、噴出水の量が多すぎるこ
とによる他端側の筒状本体周囲での滞留域の発生を防止
できる。
At this time, it is preferable that the opening area on the other end side is larger than the opening area on the one end side, for example, 2 to 30 times. With this configuration, the generation of a stagnation area near the one end surface due to the amount of the jetted water to the one end surface being too small, or the generation of a stagnant area around the cylindrical body at the other end side due to the amount of the jetted water being too large. The generation of a stagnation area can be prevented.

【0012】上記他端面側の開口部から筒体本体内面に
水を放出させるには、その開口部を、筒状本体の他端面
に向かって拡径するラッパ状で、その開口に多孔板が設
けられたものなどとする(請求項4)。
In order to discharge water from the opening on the other end surface side to the inner surface of the cylindrical main body, the opening is formed in a trumpet shape whose diameter increases toward the other end surface of the cylindrical main body. It is assumed to be provided (claim 4).

【0013】また、一端面側の開口部は筒状本体の一端
面に向かって縮径するノズルとするとよい(請求項
5)。このようにすれば、噴出水の勢いが増し、上記拡
散及び混合作用が促進される。
Preferably, the opening on one end face side is a nozzle whose diameter decreases toward one end face of the cylindrical body. By doing so, the momentum of the jet water increases, and the diffusion and mixing actions are promoted.

【0014】さらに、上記筒状本体の両端壁内面をその
筒軸を中心軸とする外側に膨出の円曲面とし、かつ、上
記流出管の流出口を他端壁内面の中心に形成するとよい
(請求項6)。
Further, it is preferable that the inner surfaces of both end walls of the cylindrical main body have a curved surface which bulges outward with the cylindrical axis as a center axis, and the outlet of the outlet pipe is formed at the center of the inner surface of the other end wall. (Claim 6).

【0015】このように、筒体本体の一端壁内面が円曲
面であると、その内面に衝突した水はその円曲面に沿っ
てその流れを円滑に方向転換する上に、上記拡散及び混
合作用もより円滑になる。また、他端壁内面が円曲面で
あると、流出水は、その円曲面に沿って収束され、その
収束中心にある流出管から円滑に流出する。
As described above, when the inner surface of the one end wall of the cylindrical body is a curved surface, the water colliding with the inner surface smoothly changes the flow direction along the curved surface, and also has the diffusion and mixing effects. Will be more smooth. If the inner surface of the other end wall is a curved surface, the outflow water is converged along the curved surface, and flows out smoothly from the outflow pipe at the center of the converging.

【0016】[0016]

【発明の実施の形態】以下、この発明の実施形態を添付
図面を参照して説明する。図1は、この発明の好適な実
施の形態の正面図で、図2は図1の一部拡大図である。
Embodiments of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is a front view of a preferred embodiment of the present invention, and FIG. 2 is a partially enlarged view of FIG.

【0017】図において、1は、両端面を壁2,3で閉
じた筒状本体、4は筒状本体1の一端側に設けられた流
入管、5は他端側で端壁3の中央に設けられた流出管で
ある。
In the drawing, reference numeral 1 denotes a cylindrical body whose both end surfaces are closed by walls 2 and 3, 4 denotes an inflow pipe provided at one end of the cylindrical body 1, and 5 denotes the other end at the center of the end wall 3. Outflow pipe provided in

【0018】上記流入管4は、筒状本体1を上部から貫
通し、その末端のT字部6は、該筒状本体1の略軸心上
に位置している。7は、先端に多孔板8を有する拡径部
で、前記T字部6に連接している。9は、先端にノズル
孔10を有する縮径部で、前記T字部6に連接してい
る。11は多孔板に配置された複数の貫通孔である。ま
た、貫通孔11は流出管5側に向いており、ノズル孔1
0はその反対側に向いている。12は点検用人孔であ
る。なお、多孔板8の開口面積は、ノズル孔10の開口
面積の2〜30倍としている。
The inflow pipe 4 penetrates the cylindrical main body 1 from above, and the T-shaped portion 6 at the end thereof is located substantially on the axis of the cylindrical main body 1. Reference numeral 7 denotes an enlarged-diameter portion having a perforated plate 8 at the tip, which is connected to the T-shaped portion 6. Reference numeral 9 denotes a reduced diameter portion having a nozzle hole 10 at the tip, which is connected to the T-shaped portion 6. Reference numeral 11 denotes a plurality of through holes arranged in the perforated plate. The through hole 11 faces the outflow pipe 5 side, and the nozzle hole 1
0 points to the opposite side. Numeral 12 denotes an inspection hole. The opening area of the perforated plate 8 is set to be 2 to 30 times the opening area of the nozzle hole 10.

【0019】この実施形態は以上の構成であり、その作
用を説明すると、流入管4は、図示省略した水道管と接
続されており、水道水Qが流入管4より筒状本体1内へ
流入する。この水道水Qは、筒状本体1の略軸心上に位
置するT字部6により分岐され、多くの水道水Qは多孔
板8に配置された複数の貫通孔11から流出管5側へ向
いて放出され、残りの水道水Qは、ノズル孔10から一
端壁2に向いて噴出される。
The operation of this embodiment is as described above. To explain the operation, the inflow pipe 4 is connected to a water pipe (not shown), and tap water Q flows into the cylindrical main body 1 from the inflow pipe 4. I do. This tap water Q is branched by a T-shaped portion 6 located substantially on the axis of the cylindrical main body 1, and a large amount of tap water Q flows from a plurality of through holes 11 arranged in the perforated plate 8 to the outflow pipe 5 side. The tap water Q is discharged toward the one end wall 2 from the nozzle hole 10.

【0020】多孔板8の貫通孔11から流出管5側へ向
いて放出された水道水Qは、速度を落とし、徐々に筒状
本体1の略軸心から側壁部1aに向かって広がりなが
ら、略中央部を流出管5に向かって進もうとする。ま
た、ノズル孔10から、一端壁2側へ向いて噴出された
水道水Qは、端壁2にぶつかった後、放射状に拡散し、
側壁部1aに沿って流出管5に向かって流れるととも
に、徐々に、筒状本体1の略軸心に向かっても移動しよ
うとする。
The tap water Q discharged from the through hole 11 of the perforated plate 8 toward the outflow pipe 5 has a reduced speed, and gradually spreads from the substantially axis of the cylindrical main body 1 toward the side wall 1a. An attempt is made to proceed substantially at the center toward the outflow pipe 5. Further, the tap water Q spouted from the nozzle hole 10 toward the one end wall 2 collides with the end wall 2 and then diffuses radially.
While flowing toward the outflow pipe 5 along the side wall part 1a, it also tends to gradually move toward the substantially axial center of the tubular main body 1.

【0021】このとき、多孔板8の貫通孔11から放出
された水道水Qは、筒状本体1の中央部(軸心附近)か
ら、徐々に側壁部1aへ広がりながら流れるので、この
部分を除いたところ、すなわち、流入管4の後方(一端
壁2側)および少し前方側の側壁部1aは、いわゆる滞
留領域となりやすい。また、中央部では比較的流速が大
きく、側壁部1aでは流速が小さくなるので、この側壁
部1aで、いわゆる滞留領域が発生しやすくなる。
At this time, the tap water Q discharged from the through hole 11 of the perforated plate 8 flows from the central portion (near the axis) of the tubular main body 1 while gradually spreading to the side wall portion 1a. The removed part, that is, the rear side (one end wall 2 side) of the inflow pipe 4 and the side wall part 1a slightly on the front side tend to be a so-called stagnation area. Further, since the flow velocity is relatively large in the central portion and the flow velocity is small in the side wall portion 1a, a so-called stagnation region is easily generated in the side wall portion 1a.

【0022】しかしながら、ノズル孔10から噴出され
た水道水Qが、一端壁2にぶつかった後、放射状に拡散
し、側壁部1aに沿って流出管5側へ進むので、その流
入管4の後方や少し前方側の側壁部1aなどで、滞留領
域が発生することはない。
However, the tap water Q spouted from the nozzle hole 10 collides with the one end wall 2 and then diffuses radially and proceeds along the side wall 1a to the outflow pipe 5 side. The stagnation area does not occur in the side wall 1a slightly on the front side or the like.

【0023】しかも、前述したように、中央部(軸心附
近)を流れる水道水Qは側壁部1aに広がろうとし、側
壁部1aを流れる水道水Qは中央部へ向かおうとするの
で、滞留領域の発生する恐れは皆無である。このような
ことにより、常に筒状本体1内の水道水Qは新鮮な状態
を保つことができる。流出管5から排出された水道水Q
は、水道管へ戻される。以上の水道水Qの流れを図4の
矢印で示す。
Further, as described above, the tap water Q flowing in the central portion (near the axis) tends to spread to the side wall 1a, and the tap water Q flowing in the side wall 1a tends to the central portion. There is no danger of stagnation. As a result, the tap water Q in the tubular main body 1 can always be kept fresh. Tap water Q discharged from the outflow pipe 5
Is returned to the water pipe. The flow of the tap water Q is indicated by arrows in FIG.

【0024】なお、水道管と緊急用貯水槽は仕切弁や緊
急遮断弁などを介して接続されており、大地震などの災
害が発生した場合には、緊急遮断弁により水道管と緊急
用貯水槽は分断され、貯水槽内の水は、ポンプなどの給
水設備により汲み上げられ飲料水などとして使用され
る。
The water pipe and the emergency water storage tank are connected via a gate valve, an emergency shutoff valve, and the like. When a disaster such as a large earthquake occurs, the emergency shutoff valve causes the water pipe and the emergency water storage tank to be connected. The tank is divided, and the water in the water tank is pumped up by a water supply system such as a pump and used as drinking water.

【0025】図3の(A)〜(D)は、別の実施の形態
で、流出管4の変形例を示したものである。図3(A)
は、図2のものに較べて、流入管4の末端のT字部6の
一端を板状の止水部材20とし、その中央にノズル孔1
0aを設けたものである。
FIGS. 3A to 3D show another embodiment, which shows a modified example of the outflow pipe 4. FIG. FIG. 3 (A)
2, one end of the T-shaped portion 6 at the end of the inflow pipe 4 is formed as a plate-shaped water stopping member 20 and the nozzle hole 1 is provided at the center thereof.
0a is provided.

【0026】図3(B)は、流入管4の末端を90゜の
曲管部21とし、その曲管部21にノズル孔10bを設
けたものである。
FIG. 3B shows a case where the end of the inflow pipe 4 is a curved pipe part 21 of 90 °, and the curved pipe part 21 is provided with a nozzle hole 10b.

【0027】図3(C)は、一端壁2を貫通する流入管
4を設け、流入管4の先端に、流入管4の外径より少し
大きい内径を有する直管部22と、多孔板8を備えた拡
径部23よりなるキャップ24を遊嵌状態で固定したも
のであり、流入管4と直管部22の間にノズル孔10c
が形成される。
FIG. 3C shows an inflow pipe 4 penetrating one end wall 2, and a straight pipe portion 22 having an inner diameter slightly larger than the outer diameter of the inflow pipe 4 at the tip of the inflow pipe 4, and a perforated plate 8. A cap 24 having an enlarged diameter portion 23 provided with a screw is fixed in a loosely fitted state, and a nozzle hole 10 c is provided between the inflow pipe 4 and the straight pipe section 22.
Is formed.

【0028】図3(D)は、一端壁2を貫通する流入管
4に、小径の曲管25を設けたものであり、その曲管2
5の開口がノズル孔10dとなる。
FIG. 3D shows a case where a small-diameter curved pipe 25 is provided in the inflow pipe 4 penetrating the one end wall 2.
The opening 5 becomes the nozzle hole 10d.

【0029】いずれの場合も、流入管4の水道水Qの大
半は、流出管5側へ向かって放出され、一部は一端壁2
側に噴出される構造となっていることには変りがない。
そして、前述した場合と同様に、流出管5側へ向かって
放出された水道水Qは、主に略中央部を徐々に側壁部1
aへ広がりながら流出管5に向かって流れ、各ノズル孔
10a……から、一端壁2側へ向いて噴出された水道水
Qは、一端壁2にぶつかった後、側壁部1aに沿って流
出管5に向かって流れる。このために、滞留領域の発生
する恐れがなく、常に筒状本体1内の水道水Qは新鮮な
状態を保つことができる。
In any case, most of the tap water Q in the inflow pipe 4 is discharged toward the outflow pipe 5, and part of the tap water Q is partially discharged from the one end wall 2.
There is no change in the structure that is ejected to the side.
Then, as in the case described above, the tap water Q discharged toward the outflow pipe 5 mainly gradually covers the substantially central portion of the side wall portion 1.
The tap water Q which flows toward the outflow pipe 5 while spreading to a, and is jetted from the nozzle holes 10a toward the one end wall 2 collides with the one end wall 2 and then flows out along the side wall portion 1a. It flows towards the tube 5. For this reason, there is no possibility that a stagnation area is generated, and the tap water Q in the tubular main body 1 can always be kept fresh.

【0030】[0030]

【実施例】この発明の効果を確認するために、貯水槽の
内径が3m、長さが15m、容量125m3 、水道管お
よび流入管の内径が200mmの場合で、流量が10
0,1450,3000m3 /日を想定し、その10分
の1スケールの模型を作り、数多くの実験を行って、流
れの状況や滞留状況を調査した。
EXAMPLES In order to confirm the effect of the present invention, the flow rate of a water tank was 3 m, the length was 15 m, the capacity was 125 m 3 , and the inner diameter of a water pipe and an inflow pipe was 200 mm.
Assuming 0,1450,3000 m 3 / day, a 1/10 scale model was made, and a number of experiments were conducted to investigate the flow state and the stagnation state.

【0031】流れの状況は貯水槽内に清水を満たし、蛍
光色素で着色した水を給水することにより行った。ま
た、滞留の状況は、貯水槽内を着色水で満たし、清水を
給水しながら、図4に示す貯水槽内のサンプリングポイ
ントP1〜P9の内、P2〜P8から、所定時間ごとに
水を採取し、蛍光光度計で色素濃度を分析した。そし
て、この結果から色素濃度が当初の1%以下になるとき
の累積流量および置換倍率(累積量を貯水槽の容積で除
したもの)を求め、貯水槽内の水道水Qの新鮮さを判断
した。
The flow condition was determined by filling the water tank with fresh water and supplying water colored with a fluorescent dye. In addition, the state of the stagnation is as follows: while filling the water tank with colored water and supplying fresh water, water is collected at predetermined time intervals from sampling points P1 to P9 in the water tank shown in FIG. The dye concentration was analyzed using a fluorimeter. From this result, the cumulative flow rate and the replacement magnification (the cumulative amount divided by the volume of the water tank) when the dye concentration becomes 1% or less of the initial value are obtained, and the freshness of the tap water Q in the water tank is determined. did.

【0032】一例として、図2に示した形状の流入管4
を用いた場合の実験結果を表1に示す。この実験では、
ノズル孔10の径を変更して、他端壁側開口面積T1と
一端壁側開口面積T2の比(開口比:T1/T2)を3
通りに変化させている。なお、実施例3は縮径部9をな
くして、ノズル孔10はT字部6と同径とした。
As an example, the inflow pipe 4 having the shape shown in FIG.
Table 1 shows the results of the experiment using. In this experiment,
By changing the diameter of the nozzle hole 10, the ratio (opening ratio: T1 / T2) of the opening area T1 on the other end wall side to the opening area T2 on the one end wall side is set to 3
It is changing as the street. In Example 3, the reduced diameter portion 9 was eliminated, and the diameter of the nozzle hole 10 was the same as that of the T-shaped portion 6.

【0033】[0033]

【表1】 [Table 1]

【0034】この実験において、色素濃度が当初の1%
になるまでの累積流量は、実施例1では約300m3
実施例2では約270m3 で、流量の影響をあまり受け
ないことが確認された。一方、実施例3では、流量が1
450,3000m3 /日と多い場合は累積流量が約2
40m3 と、実施例1,2より良好な値を示したが、流
量が100m3 /日と小さい場合は累積流量が約420
3 と、実施例1,2より悪い値を示した。
In this experiment, the dye concentration was initially 1%.
In the first embodiment, the accumulated flow rate until becomes approximately 300 m 3 ,
In Example 2, it was confirmed that the flow rate was about 270 m 3 and was not significantly affected by the flow rate. On the other hand, in Example 3, the flow rate was 1
When the flow rate is as high as 450,3000 m 3 / day, the accumulated flow is about 2
40 m 3, which is a better value than Examples 1 and 2, but when the flow rate is as small as 100 m 3 / day, the accumulated flow rate is about 420
m 3 , which was worse than those of Examples 1 and 2.

【0035】実施例1〜3のいずれの場合も、色素濃度
が当初の1%になり、いわゆる滞留領域が発生しないこ
とが確認された。流量が少ない使用状態を考慮すれば、
実施例2、1、3の順に優れていることとなる。
In all of Examples 1 to 3, it was confirmed that the dye concentration was 1% of the initial value, and that no so-called stagnation region was generated. Considering the usage condition where the flow rate is small,
The results are better in the order of Examples 2, 1, and 3.

【0036】なお、流れの状況は実施例1と2の場合に
は、多孔板8から大半の水道水Qが、筒状本体1の略中
央部を、徐々に側壁部1aへ広がりながら流出管5に向
かって流れ、残りの水道水Qがノズル孔10から噴出さ
れ、一端壁2にぶつかって、放射状に拡散され、側壁部
1aに沿って流れることが確認された。実施例3の場合
には、ノズル孔10から噴出される水道水Qの量も多い
ので、ここから噴出された水道水Qと、流出管5側へ向
いて放出された水道水Qとが一体になって流出管5側へ
流れる傾向が見られた。このようなことより、ノズル孔
10から噴出された水道水Qが一端壁2にぶつかった
後、側壁部1aに沿って流れるから側壁部1aでの滞留
域の発生を防止できるのであるから、ノズル孔10から
噴出される水道水Qと流出管5側へ向いて放出される水
道水Qとの比率が重要となる。このため、開口比は2〜
30倍が望ましく、さらには5倍以上であることが望ま
しい。
In the case of the first and second embodiments, most of the tap water Q flows from the perforated plate 8 through the substantially central portion of the tubular main body 1 while gradually spreading to the side wall 1a. 5, the remaining tap water Q was ejected from the nozzle hole 10, hit the one end wall 2, was diffused radially, and flowed along the side wall 1a. In the case of the third embodiment, since the amount of tap water Q spouted from the nozzle hole 10 is large, the tap water Q spouted from here and the tap water Q discharged toward the outflow pipe 5 are integrated. And tended to flow to the outflow pipe 5 side. Because of this, after the tap water Q ejected from the nozzle hole 10 hits the one end wall 2 and flows along the side wall 1a, it is possible to prevent the generation of a stagnation area in the side wall 1a. The ratio between the tap water Q spouted from the hole 10 and the tap water Q discharged toward the outflow pipe 5 is important. Therefore, the aperture ratio is 2
It is preferably 30 times, and more preferably 5 times or more.

【0037】[0037]

【発明の効果】この発明は、以上のように構成し、流入
水を相反する2方向に分岐し、貯水槽全域にまんべんな
く行きわたって流れが生じるようにしたので、従来で問
題となっていた筒状本体1の側壁部でのいわゆる滞留領
域が発生することがなく、貯留槽内の水道水は常に新鮮
な状態を保つことができる。
The present invention has been a problem in the prior art because the present invention is configured as described above, and the inflow water is branched in two opposite directions so as to flow evenly over the entire storage tank. There is no so-called stagnation area on the side wall of the tubular main body 1, and the tap water in the storage tank can always be kept fresh.

【0038】また、筒状本体内は、障害物がないので維
持管理が容易であり、流入管開口部などの構造も単純な
ため製作費も安価である。
Further, since there is no obstacle in the cylindrical main body, the maintenance is easy, and the structure such as the opening of the inflow pipe is simple, so that the production cost is low.

【図面の簡単な説明】[Brief description of the drawings]

【図1】この発明の一実施形態の概略正面図FIG. 1 is a schematic front view of an embodiment of the present invention.

【図2】同実施形態の流入管の開口部を示し、(A)は
切断正面図、(B)は右側面図
FIG. 2 shows an opening of an inflow pipe of the embodiment, (A) is a cut front view, and (B) is a right side view.

【図3】流入管の開口部の各例を示す切断正面図FIG. 3 is a cut-away front view showing each example of an opening of an inflow pipe.

【図4】同実施形態の作用説明図FIG. 4 is an operation explanatory view of the embodiment.

【図5】従来例の概略図であり、(A)は正面図、
(B)は側面図
FIG. 5 is a schematic view of a conventional example, (A) is a front view,
(B) is a side view

【図6】従来例の概略正面図FIG. 6 is a schematic front view of a conventional example.

【符号の説明】[Explanation of symbols]

1 筒状本体 2 筒状本体一端壁 3 筒状本体他端壁 4 流入管 5 流出管 6 T字部 7 拡径部 8 多孔板 9 縮径部 10、10a、10b、10c、10d ノズル孔 11 貫通孔 21 曲管部 22 直管部 23 拡径部 24 キャップ 25 曲管 Q 水道水 DESCRIPTION OF SYMBOLS 1 Cylindrical main body 2 Cylindrical main body one end wall 3 Cylindrical main body other end wall 4 Inflow pipe 5 Outflow pipe 6 T-shaped part 7 Large diameter part 8 Perforated plate 9 Reduced diameter part 10, 10a, 10b, 10c, 10d Nozzle hole 11 Through hole 21 Curved pipe part 22 Straight pipe part 23 Large diameter part 24 Cap 25 Curved pipe Q Tap water

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 筒状本体の両端面を閉じた形状で、水道
管の途中に設けられ、前記筒状本体の一端に前記水道管
からの流入管、他端に水道管への流出管をそれぞれ接続
して、筒状本体の一端から他端に水を流通させる緊急用
貯水槽において、 上記流入管は筒状本体内の略軸心上に至って、その開口
が筒状本体の一端面に向くものと他端面に向くものに分
岐しており、一端面側の開口部からは筒状本体の一端側
壁内面に向かって水を噴出し、他端面側開口部からは筒
状本体の他端側壁方向の内面に向かって水を放出するよ
うになっていることを特徴とする緊急用貯水槽。
1. A water pipe having a shape in which both end surfaces of a cylindrical body are closed and provided in the middle of a water pipe, and one end of the cylindrical body being provided with the water pipe.
In an emergency water storage tank that connects an inflow pipe from the other end to an outflow pipe to a water pipe to allow water to flow from one end to the other end of the tubular body, the inflow pipe is substantially a shaft inside the tubular body. It reaches the heart, and its opening is branched into one that faces one end of the tubular body and one that faces the other end, and water is spouted from the opening on one end side toward the inner surface of one side wall of the cylindrical body. An emergency water storage tank characterized in that water is discharged from the other end surface side opening toward the inner surface of the cylindrical body in the direction of the other end wall .
【請求項2】 上記流入管の他端面側の開口面積を一端
面側の開口面積より大きくしたことを特徴とする請求項
1記載の緊急用貯水槽。
2. The emergency water storage tank according to claim 1, wherein the opening area on the other end side of the inflow pipe is larger than the opening area on the one end side.
【請求項3】 上記他端面側の開口面積を一端面側の開
口面積に対し2〜30倍にしたことを特徴とする請求項
2記載の緊急用貯水槽。
3. The emergency water storage tank according to claim 2, wherein the opening area on the other end side is set to be 2 to 30 times the opening area on the one end side.
【請求項4】 上記他端面側の開口部は、筒状本体の他
端面に向かって拡径するラッパ状で、その開口に多孔板
が設けられて、筒状本体内面に水を放出するようになっ
ていることを特徴とする請求項1乃至3のいずれか一つ
に記載の緊急用貯水槽。
4. The opening on the other end surface side has a trumpet shape whose diameter increases toward the other end surface of the cylindrical main body, and a perforated plate is provided in the opening to discharge water to the inner surface of the cylindrical main body. The emergency water storage tank according to any one of claims 1 to 3, wherein:
【請求項5】 上記一端面側の開口部は、筒状本体の一
端面に向かって縮径するノズルとなって、そのノズルか
ら筒状本体の一端側壁内面に水を噴出するようにしたこ
とを特徴とする請求項1乃至4のいずれか一つに記載の
緊急用貯水槽。
5. The opening on the one end surface side is a nozzle whose diameter is reduced toward one end surface of the cylindrical main body, and water is jetted from the nozzle to the inner surface of one end side wall of the cylindrical main body. The emergency water tank according to any one of claims 1 to 4, characterized in that:
【請求項6】 上記筒状本体の両端壁内面をその筒軸を
中心軸とする外側に膨出の円曲面とし、かつ、上記流出
管の流出口を他端壁内面の中心に形成したことを特徴と
する請求項1乃至5のいずれか一つに記載の緊急用貯水
槽。
6. An inner surface of both end walls of the cylindrical main body is formed into a curved surface which bulges outward with the cylindrical axis as a center axis, and an outlet of the outlet pipe is formed at the center of the inner surface of the other end wall. The emergency water tank according to any one of claims 1 to 5, characterized in that:
JP13998096A 1996-06-03 1996-06-03 Emergency water tank Expired - Fee Related JP3190823B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13998096A JP3190823B2 (en) 1996-06-03 1996-06-03 Emergency water tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13998096A JP3190823B2 (en) 1996-06-03 1996-06-03 Emergency water tank

Publications (2)

Publication Number Publication Date
JPH09323790A JPH09323790A (en) 1997-12-16
JP3190823B2 true JP3190823B2 (en) 2001-07-23

Family

ID=15258149

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13998096A Expired - Fee Related JP3190823B2 (en) 1996-06-03 1996-06-03 Emergency water tank

Country Status (1)

Country Link
JP (1) JP3190823B2 (en)

Also Published As

Publication number Publication date
JPH09323790A (en) 1997-12-16

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