JP2009264098A - Emergency water storage tank - Google Patents

Emergency water storage tank Download PDF

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JP2009264098A
JP2009264098A JP2009074599A JP2009074599A JP2009264098A JP 2009264098 A JP2009264098 A JP 2009264098A JP 2009074599 A JP2009074599 A JP 2009074599A JP 2009074599 A JP2009074599 A JP 2009074599A JP 2009264098 A JP2009264098 A JP 2009264098A
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water
inflow
pipe
outflow
water tank
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JP5226574B2 (en
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Takahiro Momen
隆弘 木綿
Yoshiaki Tamada
善明 玉田
Hideki Tozaki
英樹 東崎
Masayuki Saito
雅之 斉藤
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Tamada Kogyo KK
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Tamada Kogyo KK
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use

Abstract

<P>PROBLEM TO BE SOLVED: To prevent retention of water in a water storage tank to the utmost without making difficult the maintenance and inspection of the water storage tank or increasing a manufacturing cost in an emergency water storage tank interposed at a water pipe or another fresh water supply pipe to allow the use of stored fresh water in an emergency. <P>SOLUTION: An inflow port 21 of fresh water to the water storage tank provided with end plates 12, 13 of circular arc shape at both ends is opened toward the inflow side end plate 12 on the centerline (a) of a cylindrical drum 11, and an outflow port of fresh water from the water storage tank is opened onto the center line (a) close to the rear side of the inflow port 21. A discoid shielding disk 4 leaving an annular communicating opening 42 between itself and the cylindrical drum is provided between the inflow port 21 and the outflow port. The inflow port 21, the outflow port and the shielding disk 4 are preferably located close to the outflow side end plate 13. Further, the tip part 22 of an inflow pipe 2 is formed as a guide pipe 23 enlarged toward the inflow side end plate 12 on the centerline of the cylindrical drum. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

この発明は、水道管その他の清水の給水管の途中に設けられる非常用貯水槽に関し、通常時は当該貯水槽を経由して清水を給水し、地震などによる断水などの非常時には貯水槽に蓄えられた清水を使用できるようにした非常用貯水槽に関するものである。   The present invention relates to an emergency water tank provided in the middle of a water pipe or other fresh water supply pipe. Normally, fresh water is supplied via the water tank and stored in the water tank in the event of an emergency such as an earthquake. The present invention relates to an emergency water tank that can use fresh water.

水道管その他の清水の給水管に介設される非常用貯水槽(以下、単に「貯水槽」という。)は、一般的には地下に埋設され、給水源に繋がる流入管と蛇口などの給水口に繋がる流出管とが接続されている。通常時は、流入管から流入する水が貯水槽を通過して流出管から給水口に送られるようになっている。地震などにより給水管が損傷して給水が止まったときは、貯水槽に蓄えられた清水を非常用の水として使用する。   Emergency water storage tanks (hereinafter simply referred to as “water storage tanks”) installed in water pipes and other fresh water supply pipes are generally buried underground and supply water such as inflow pipes and faucets that lead to water supply sources. An outflow pipe connected to the mouth is connected. In normal times, water flowing in from the inflow pipe passes through the water storage tank and is sent from the outflow pipe to the water supply port. When water supply pipes are damaged due to an earthquake or the like and water supply is stopped, fresh water stored in the water tank is used as emergency water.

このような貯水槽を介設した給水管から供給される水の品質が保証されるには、貯水槽内の水が流入してくる水により常に入れ替っていることが必要である。貯水槽の一部に水が滞留すると、当該部分の水の劣化が懸念され、非常時はもとより、通常時における水の品質が保証できなくなる。貯水槽は、両端に鏡板を備えた円筒形のもので、従来は一方の鏡板の中心に流入管を接続し、他方の鏡板の中心に流出管を接続していた。しかしこの構造では、円筒胴内を軸方向に流れる主流により円筒胴と鏡板周辺の接続部となる隅の部分に小さな旋回流が起こって、この隅の部分の水が流出管へ流れにくくなり、この隅部分に水が滞留しやすいという問題がある。   In order to guarantee the quality of the water supplied from the water pipe provided with such a water storage tank, it is necessary that the water in the water storage tank is constantly replaced by the incoming water. If water stays in a part of the water storage tank, there is a concern about the deterioration of the water in that part, and it becomes impossible to guarantee the quality of the water not only in an emergency but also in a normal time. The water storage tank has a cylindrical shape with end plates at both ends, and conventionally, an inflow pipe is connected to the center of one end plate and an outflow pipe is connected to the center of the other end plate. However, in this structure, a small swirling flow occurs in the corner part that becomes the connection part around the cylindrical body and the end plate due to the main flow flowing in the axial direction in the cylindrical body, and it becomes difficult for the water in this corner part to flow to the outflow pipe, There is a problem that water tends to stay in this corner.

この問題を解決するため、鏡板を円錐形にしてその円錐の頂部に流入管及び流出管を接続した構造を始めとして(特許文献1、特許文献2など)、従来種々の提案が為されている。例えば、特許文献3には、地下に水平に埋設される貯水槽において、流入管の先端が流入側鏡板の中央を貫通して貯水槽の内部に突設され、この流入管の流出口に対向して変流板が配設され、流出側鏡板には多数の支管の排出口が設けられて、支管を流れた水が一本の流出管に合流する構造の貯水槽か提案されている。   In order to solve this problem, various proposals have been made in the past, including a structure in which the end plate is conical and an inflow pipe and an outflow pipe are connected to the top of the cone (Patent Document 1, Patent Document 2, etc.). . For example, in Patent Document 3, in a water storage tank that is buried under the ground, the tip of the inflow pipe passes through the center of the inflow side end plate and protrudes inside the water storage tank, and faces the outlet of the inflow pipe. Thus, there has been proposed a water storage tank having a structure in which a current changing plate is provided and a discharge port of a large number of branch pipes is provided in the outflow side end plate so that water flowing through the branch pipes merges into one outflow pipe.

また、特許文献4には、水平に設置した貯水槽の流入側鏡板直近の円周から貯水槽内に突出した流入管の先端に水の流出方向を円周方向にするT字形のパイプを設けるとともに貯水槽の長手方向の水の流れを均一化する有孔板を設け、貯水槽の他端側の鏡板と円筒胴との連接部に向けて広がるテーパパイプを設け、このテーパパイプの円錐の頂部となる部分に出口管路を接続した構造が提案されている。   Further, in Patent Document 4, a T-shaped pipe that makes the outflow direction of water a circumferential direction is provided at the tip of the inflow pipe that protrudes into the water storage tank from the circumference immediately adjacent to the inflow side end plate of the horizontally installed water storage tank. In addition, a perforated plate for equalizing the flow of water in the longitudinal direction of the water storage tank is provided, and a taper pipe that extends toward the connecting portion between the end plate on the other end of the water storage tank and the cylindrical body is provided. The structure which connected the exit pipe line to the part which becomes is proposed.

また、特許文献5には、流入管の開口を前後に分岐し、その一方を流入側鏡板の中央に向いたノズルとし、他方を出口端に多孔板を取付けた拡径部とした貯水槽が提案されている。ノズルからの流水は、鏡板の曲面に沿って拡散して周囲の水と混合したのち、貯水槽の周壁に沿って流出管側に向う。一方、拡径部からの流水は周囲に拡がり、周壁に沿ったノズルからの流れと混合して流出管に向う。流出側では、円曲面の鏡板によって、流れが収束されて流れ出るというものである。   Patent Document 5 discloses a water storage tank in which an opening of an inflow pipe is branched back and forth, one of which is a nozzle facing the center of the inflow side end plate, and the other is an enlarged diameter portion having a perforated plate attached to the outlet end. Proposed. The flowing water from the nozzle diffuses along the curved surface of the end plate and mixes with the surrounding water, and then moves toward the outflow pipe along the peripheral wall of the water storage tank. On the other hand, the flowing water from the enlarged diameter portion spreads to the periphery, mixes with the flow from the nozzle along the peripheral wall, and goes to the outflow pipe. On the outflow side, the flow is converged and flows out by a circular curved end plate.

また、特許文献6には、両端に円曲面状鏡板を備えた円筒状の貯水槽において、流入側鏡板の中央に開口する流入口に対向して球面整流板を設け、流出側鏡板の中央に開口する流出口に対向して平面整流板を設けた構造の貯水槽が提案されている。流入水は、球面整流板に衝突して方向転換し、流入側鏡板に当たり、その円曲面に沿って方向転換して円筒胴の内面に沿って流出側に向う。流出口側においては、平面整流板に当たった水が平面整流板の周囲に拡散するという作用により、貯水槽の隅部の水の滞留が防止されるというものである。   Further, in Patent Document 6, in a cylindrical water tank provided with circular curved end plates at both ends, a spherical flow rectifying plate is provided opposite to an inflow port opened at the center of the inflow side end plate, and the center of the outflow side end plate is provided. There has been proposed a water storage tank having a structure in which a flat rectifying plate is provided to face an open outlet. The inflowing water collides with the spherical rectifying plate and changes direction, hits the inflow side end plate, changes direction along the circular curved surface, and goes toward the outflow side along the inner surface of the cylindrical body. On the outlet side, the water that hits the flat rectifying plate diffuses around the flat rectifying plate, thereby preventing water from staying in the corner of the water storage tank.

実開昭63−64693号公報Japanese Utility Model Publication No. 63-64693 実公平3−29421号公報Japanese Utility Model Publication No. 3-29421 実開昭58−103253号公報Japanese Utility Model Publication No. 58-103253 特開昭57−133881号公報JP 57-133881 A 特開平9−323790号公報JP-A-9-323790 特開平10−102553号公報JP-A-10-102553

しかし、特許文献1、2の構造は、隅部の滞留を有効に防止しようとすると、貯水槽の長さが長くなる問題がある。また、特許文献3のように、鏡板に流出口や流入口を多数設けるものは、配管構造が複雑になり、貯水槽が高価になる問題がある。また、特許文献4は、貯水槽隅部の水の滞留防止は有効に行われると考えられるが、流水抵抗が増して圧力損失が大きく、また、有孔板が貯水槽内を仕切っているため、内面塗膜の点検などが困難であったり、貯水槽の製作費が高くなるなどの問題がある。この問題は、貯水槽内部に仕切り板を設けて貯水槽内部の水流を規定する構造の貯水槽に共通する問題である。   However, the structures of Patent Documents 1 and 2 have a problem that the length of the water storage tank becomes long if the corner portions are to be effectively prevented from staying. In addition, as in Patent Document 3, when a large number of outlets and inlets are provided on the end plate, there is a problem that the piping structure becomes complicated and the water storage tank becomes expensive. Moreover, although patent document 4 is considered that the retention prevention of the water of a water storage tank corner is considered to be performed effectively, since flowing water resistance increases and a pressure loss is large, and a perforated plate partitions the inside of a water storage tank. In addition, there are problems such as difficulty in inspecting the inner surface coating film and increasing the production cost of the water storage tank. This problem is common to water tanks having a structure in which a partition plate is provided inside the water tank to regulate the water flow inside the water tank.

特許文献5の構造は、流入側の鏡板と円筒胴との連接部における水の滞留は生じないが、流出側鏡板と円筒胴との連接部における水の滞留が有効に防止できない。また、特許文献6のように、流入口と流出口の両方にその流れの方向を周方向に変換する遮蔽円板を対向させた構造では、円筒胴の中心部に貯水槽軸方向に長い流れの旋回流が生じ、貯水槽中央部に滞留が発生する新たな問題が生ずる。   The structure of Patent Document 5 does not cause retention of water at the connection portion between the inflow side end plate and the cylindrical body, but cannot effectively prevent retention of water at the connection portion between the outflow side end plate and the cylindrical body. In addition, as in Patent Document 6, in a structure in which a shielding disk that changes the flow direction to the circumferential direction is opposed to both the inflow port and the outflow port, the flow is long in the axial direction of the water tank at the center of the cylindrical body. As a result, a swirling flow is generated, and a new problem occurs in which the stagnation occurs in the central portion of the water storage tank.

この発明は、貯水槽内部の保守点検を困難にすることなく、また貯水槽の製造コストを上昇させることなく、貯水槽内部の水の滞留を可及的に防止する技術手段を提供することを課題としている。   The present invention provides a technical means for preventing water from staying in the water tank as much as possible without making maintenance and inspection inside the water tank difficult and increasing the manufacturing cost of the water tank. It is an issue.

この発明は、円筒胴11の両端に凹面が内側を向いた円弧状の鏡板12、13を設けた構造の貯水槽において、当該貯水槽への清水の流入口21を円筒胴11の中心線a上で鏡板の一方(流入側鏡板)12に向けて開口し、貯水槽からの清水の流出口31を前記流入口21の背後に近接した前記中心線a上に開口するように設けることにより、上記課題を解決している。更にこの発明の貯水槽は、上記のように設けた流入口21と流出口31との間に、円筒胴の内周面16との間に円環状の連通開口42を残す円板状の遮蔽円板4を設けている。   In the water storage tank having a structure in which arc-shaped end plates 12 and 13 having concave surfaces facing inward are provided at both ends of the cylindrical body 11, the fresh water inlet 21 to the water storage tank is connected to the center line a of the cylindrical body 11. Opening toward one end plate (inflow side end plate) 12 on the upper side, and providing an outlet 31 of fresh water from the water storage tank so as to open on the center line a close to the back of the inlet 21, The above problems are solved. Furthermore, the water storage tank of the present invention is a disc-shaped shield that leaves an annular communication opening 42 between the inlet 21 and the outlet 31 provided as described above and the inner peripheral surface 16 of the cylindrical body. A disc 4 is provided.

上記構造により、この発明の貯水槽では、貯水槽内に流入側と流出側の2つの軸方向旋回流25、35が生じ、流入側旋回流25の外周部から円環状の連通開口42を通って水が流出側旋回流35に合流し、流出側旋回流35の終端となる位置に開口する流出口31から流出する。流入側旋回流25の水の多くは連通開口42を通って流出側へと流れるが、その一部が遮蔽円板4に沿う内向流(中心線aの方向に向かう流れ)となり、遮蔽円板4の面に沿って滞留が生ずるのを防止している。また流出側旋回流35の水の多くは流出口31から流出するが、その一部が遮蔽円板4に沿う外向流(放射方向に向かう流れ)となり、遮蔽円板4の面に沿って滞留が生ずるのを防止している。この循環する一部の水は、次の水と合流して連通開口42や流出口31へと流れるので、循環が繰り返される水の割合は少なく、かつ貯水槽本体内で水の滞留する部分が皆無となるので、貯水槽から流出する水の品質の低下を防止することができる。   With the above-described structure, in the water storage tank of the present invention, two axial swirl flows 25 and 35 on the inflow side and the outflow side are generated in the water storage tank, and pass through the annular communication opening 42 from the outer peripheral portion of the inflow side swirl flow 25. Thus, the water merges into the outflow side swirl flow 35 and flows out from the outlet 31 that opens to a position that becomes the end of the outflow side swirl flow 35. Most of the water in the inflow-side swirl flow 25 flows to the outflow side through the communication opening 42, but a part of the water becomes an inward flow (flow toward the center line a) along the shielding disk 4. 4 is prevented from staying along the surface 4. Further, most of the water in the outflow side swirling flow 35 flows out from the outflow port 31, but a part of the water becomes an outward flow (flow toward the radial direction) along the shielding disk 4 and stays along the surface of the shielding disk 4. Is prevented. This part of the circulating water merges with the next water and flows to the communication opening 42 and the outlet 31. Therefore, the ratio of the water that is repeatedly circulated is small, and there is a portion where the water stays in the reservoir body. Since there is nothing, it is possible to prevent the quality of water flowing out of the water tank from deteriorating.

この発明の貯水槽は、上記基本的な構造に加えて、流入口21、流出口31及び遮蔽円板4の配置位置を流出側鏡板13に近い位置にすることにより、更に先端に流入口21が開口している流入管2の先端部22を円筒胴の中心線上で流入側鏡板12に向かって拡開する案内管23とすることにより、貯水槽内の水の入替率(旧水が充満している貯水槽にその容積に等しい量の新水を流入させたときに流出する旧水の量を当該容積で除した値)を高くできる。   In addition to the basic structure described above, the water storage tank of the present invention is further provided with the inlet 21, the outlet 31, and the shielding disk 4 positioned closer to the outflow side end plate 13, so that the inlet 21 is further at the tip. The tip portion 22 of the inflow pipe 2 that is open is a guide pipe 23 that expands toward the inflow side end plate 12 on the center line of the cylindrical body, so that the water replacement rate in the water tank (filled with old water) The value obtained by dividing the amount of old water that flows out when the amount of new water equal to the volume thereof flows into the storage tank is divided by the volume.

貯水槽には、内部の点検や保守のために、通常、マンホール14(14a、14bも同様)を設ける必要があり、当該マンホールは、横置き円筒形の貯水槽本体の上部に設けられる。本願の発明に係る貯水槽では、貯水槽本体内の旧水は、上述した貯水槽本体内の水の循環により、速やかに新水(新たに流入してくる水)に交換される。しかし、マンホール14は、貯水槽本体の上部に突出した形で設けられることが多いため、この部分に水が滞留すると、水の入替率が低くなるおそれがある。   The water tank usually needs to be provided with a manhole 14 (the same applies to 14a and 14b) for internal inspection and maintenance, and the manhole is provided at the upper part of the horizontal cylindrical water tank body. In the water storage tank according to the invention of the present application, the old water in the water storage tank main body is quickly replaced with new water (water that newly flows in) by the circulation of the water in the water storage tank main body described above. However, since the manhole 14 is often provided in a shape protruding from the upper portion of the water tank main body, if water stays in this portion, there is a possibility that the replacement rate of water is lowered.

この問題は、流入管2又は流出管3をマンホール14を通して槽内に導き、これらの管のマンホール14を通過する部分に補助流入孔27又は補助流出孔37を設けることによって解決できる。もちろん補助流入孔27と補助流出孔37との両者を設けてもよい。補助流入孔27を設けることによって、マンホール14部分に滞留しようとする水が貯水槽本体側に押し出されて、貯水槽本体の循環流に乗って流出する。また、補助流出孔37を設けることによって、マンホール14部分の水が吸い出されて貯水槽本体側から新しい水がマンホール14部分に流入する。   This problem can be solved by introducing the inflow pipe 2 or the outflow pipe 3 into the tank through the manhole 14 and providing the auxiliary inflow hole 27 or the auxiliary outflow hole 37 in a portion of these pipes passing through the manhole 14. Of course, both the auxiliary inflow hole 27 and the auxiliary outflow hole 37 may be provided. By providing the auxiliary inflow hole 27, the water that is about to stay in the manhole 14 is pushed out to the side of the water tank main body and flows out on the circulating flow of the water tank main body. Further, by providing the auxiliary outflow hole 37, the water in the manhole 14 portion is sucked out and new water flows into the manhole 14 portion from the water storage tank main body side.

また、遮蔽円板4を流出管3(又は流入管2)に固定して支持し、貯水槽本体に設けるマンホール14の内径をこの遮蔽円板4の外径より大きな径としたときは、流入管2、流出管3及び遮蔽円板4の総てをマンホールの蓋板15に取付けて当該蓋板をマンホール口に固定することにより、この発明の貯水槽とすることができ、製作が極めて容易になるとともに、既設の貯水槽をこの発明の構造の貯水槽とすることも容易に可能になる。   Further, when the shielding disk 4 is fixed to and supported by the outflow pipe 3 (or the inflow pipe 2) and the inner diameter of the manhole 14 provided in the water tank main body is larger than the outer diameter of the shielding disk 4, the inflow By attaching all of the pipe 2, the outflow pipe 3 and the shielding disk 4 to the lid plate 15 of the manhole and fixing the lid plate to the manhole port, the water storage tank of the present invention can be obtained, which is extremely easy to manufacture. At the same time, the existing water tank can be easily used as the water tank having the structure of the present invention.

以上説明したこの発明の構造によれば、非常に簡単な構造で給水管に介設した貯水槽内の水の滞留を防止することが可能で、貯水槽内の水が常時入れ替わって貯水槽内に常に新しい清水が貯水されるようにすることができる。   According to the structure of the present invention described above, it is possible to prevent the stagnation of water in the water tank interposed in the water supply pipe with a very simple structure, and the water in the water tank is constantly replaced and You can ensure that fresh water is always stored.

特に貯水槽に遮蔽円板4の径より大きなマンホールを設けて流入管2及び流出管3をこのマンホールの蓋に支持させ、遮蔽円板4を流入管2の背面か又は流出管3に固定して支持する構造を採用すれば、貯水槽本体を製作した後で流入口21、流出口31及び遮蔽円板4を当該マンホールを通して貯水槽内に配置することができ、製造や施工が極めて容易になるという効果がある。   In particular, a manhole larger than the diameter of the shielding disk 4 is provided in the water storage tank so that the inflow pipe 2 and the outflow pipe 3 are supported by the lid of the manhole, and the shielding disk 4 is fixed to the back surface of the inflow pipe 2 or the outflow pipe 3. If the structure to support is adopted, the inlet 21, the outlet 31 and the shielding disk 4 can be arranged in the reservoir through the manhole after the reservoir body is manufactured, and manufacturing and construction are very easy. There is an effect of becoming.

第1実施例を示す側面図Side view showing the first embodiment 第2実施例を示す側面図Side view showing the second embodiment 第3実施例を示す側面図Side view showing the third embodiment 図3の貯水槽の平面図Plan view of the water tank in FIG. 貯水槽本体を縦に切断して示した図3の貯水槽の斜視図3 is a perspective view of the water tank of FIG. 第4実施例の要部を示す斜視図The perspective view which shows the principal part of 4th Example 第5実施例の要部を示す側面図Side view showing essential parts of the fifth embodiment 第6実施例の貯水槽を縦に切断して示した斜視図The perspective view which cut and showed the water storage tank of the 6th example vertically 図8の貯水槽を他の方向から見た斜視図The perspective view which looked at the water tank of Drawing 8 from the other direction 第1〜第3実施例の貯水槽について水の滞留の程度を試験した結果を示すグラフThe graph which shows the result of having tested the degree of the stay of water about the water tank of the 1st-3rd Example 第3実施例の貯水槽について、流入する水と貯水槽内の水に温度差があるときの入替数を示すグラフAbout the water tank of the third embodiment, a graph showing the number of replacements when there is a temperature difference between the inflowing water and the water in the water tank 第3〜第5実施例の貯水槽について、流入する水の温度が貯水槽内の水の温度より低いときの、水の滞留の程度を試験した結果を示すグラフThe graph which shows the result of having tested the degree of the retention of water when the temperature of the inflowing water is lower than the temperature of the water in the water tank for the water tanks of the third to fifth embodiments.

以下、図面を参照してこの発明の実施形態を説明する。図1は、第1実施例を示す側面図、図2は第2実施例を示す側面図、図3は、第3実施例を示す側面図、図4は第3実施例の平面図、図5は、第3実施例を縦に切断して示した斜視図、図6は、第4実施例の要部を示す斜視図、図7は、第5実施例の要部を示す側面図、図8及び図9は、第6実施例を縦に切断して示した斜視図である。   Embodiments of the present invention will be described below with reference to the drawings. 1 is a side view showing the first embodiment, FIG. 2 is a side view showing the second embodiment, FIG. 3 is a side view showing the third embodiment, and FIG. 4 is a plan view of the third embodiment. 5 is a perspective view showing the third embodiment cut vertically, FIG. 6 is a perspective view showing the main part of the fourth example, FIG. 7 is a side view showing the main part of the fifth example, 8 and 9 are perspective views of the sixth embodiment cut vertically.

これらの図において、1は貯水槽本体、11はその円筒胴、12は流入側鏡板、13は流出側鏡板であり、鏡板12、13は共に内面が凹となった円弧状の鏡板である。図1〜図7における14及び図8及び9における14a、14bは、貯水槽本体に設けたマンホール、15及び15a、15bはマンホールの蓋板である。2は流入管、21はその先端の流入口、3は流出管、31はその先端の流出口、4は遮蔽円板である。42は遮蔽円板4の外周縁41と円筒胴11の内周面16との間に形成された円環状の連通開口である。   In these drawings, 1 is a water tank main body, 11 is its cylindrical body, 12 is an inflow side end plate, 13 is an outflow side end plate, and both end plates 12 and 13 are arc-shaped end plates with concave inner surfaces. 1 to 7 and 14a and 14b in FIGS. 8 and 9 are manholes provided in the water tank main body, and 15 and 15a and 15b are manhole cover plates. Reference numeral 2 denotes an inflow pipe, 21 denotes an inlet at the tip thereof, 3 denotes an outlet pipe, 31 denotes an outlet at the tip thereof, and 4 denotes a shielding disk. Reference numeral 42 denotes an annular communication opening formed between the outer peripheral edge 41 of the shielding disc 4 and the inner peripheral surface 16 of the cylindrical body 11.

図1〜図7の構造においては、貯水槽本体1内に延びる流入管2及び流出管3は、その基端をソケットなどの継手を介してマンホールの蓋板15に溶着されて支持されており、遮蔽円板4は流入側鏡板12に向けて屈曲した流出管3の先端に中心を溶着して固定されている。図1〜7の構造における流出口31は、流出管3の先端側面に開口している。   In the structure of FIGS. 1 to 7, the inflow pipe 2 and the outflow pipe 3 extending into the water tank main body 1 are supported by welding their base ends to a manhole cover plate 15 via a joint such as a socket. The shield disc 4 is fixed by welding the center to the tip of the outflow pipe 3 bent toward the inflow side end plate 12. The outflow port 31 in the structure of FIGS.

これらの実施例の総てに共通する構成として、流入管2の先端部22は、流入側鏡板12の中央に向けて屈曲され、その先端の流入口21は、円筒胴11の中心線a上において、流入側鏡板12の中央に向いて開口している。遮蔽円板4は、その円中心を円筒胴の中心線aと一致させて、その外周縁41と円筒胴11の内周面16との間に所定幅の円環状の連通開口42を形成した状態で定置されている。流出管3は、その流出口31を円筒胴の中心線a上にして設けられている。図1〜7の例では、流出口31が中心線a上で流入側鏡板12に向けて屈曲した流出管先端部32の側面に開口しているが、この流出口31は、複数個が中心線a回りに対称に設けられているので、これらを合せた流出口31の中心は、中心線a上にある。なお、流出管の先端部32は円筒胴11に比べて充分に細いので、その側面一箇所にのみ流出口31を設けた場合であっても、その流出口31は、中心線a上に設けた構造に含まれるものである。   As a configuration common to all of these embodiments, the distal end portion 22 of the inflow pipe 2 is bent toward the center of the inflow side end plate 12, and the inflow port 21 at the distal end thereof is on the center line a of the cylindrical body 11. , The opening side end plate 12 is open toward the center. The shielding disk 4 has an annular communication opening 42 having a predetermined width between the outer peripheral edge 41 and the inner peripheral surface 16 of the cylindrical cylinder 11 with the center of the circle being coincident with the center line a of the cylindrical cylinder. Is in place. The outflow pipe 3 is provided with its outlet 31 on the center line a of the cylindrical body. In the example of FIGS. 1 to 7, the outlet 31 is open on the side surface of the outflow pipe tip 32 bent toward the inflow side end plate 12 on the center line a. Since they are provided symmetrically around the line a, the center of the outlet 31 combining them is on the center line a. In addition, since the front-end | tip part 32 of an outflow pipe is sufficiently thin compared with the cylindrical trunk | drum 11, even when it is a case where the outflow port 31 is provided only in the one side, the outflow port 31 is provided on the centerline a. Included in the structure.

図1に示す第1実施例では、遮蔽円板4は、貯水槽の軸方向長さの中央の位置に設けられており、当該遮蔽板の表裏面に近接して流入口21と流出口31とが開口している。図2に示す第2実施例では、遮蔽円板4は、円筒胴11の中心から軸方向に偏倚して、流出側鏡板13に近い位置に設けられており、この遮蔽円板4に近接する流入口21及び流出口31も、流出側鏡板13に近い位置に開口している。   In the first embodiment shown in FIG. 1, the shielding disk 4 is provided at the center position of the axial length of the water storage tank, and the inlet 21 and the outlet 31 are close to the front and back surfaces of the shielding plate. And are open. In the second embodiment shown in FIG. 2, the shielding disc 4 is offset in the axial direction from the center of the cylindrical body 11 and is provided at a position close to the outflow side end plate 13, and is close to the shielding disc 4. The inflow port 21 and the outflow port 31 are also opened at positions close to the outflow side end plate 13.

この発明の貯水槽では、図2に示したように、流入口21から流入する水流の勢いによって、貯水槽の中心において流入側鏡板12の中心に向かい、流入側鏡板12に沿って反転して円筒胴の周縁部で逆方向に流れる流入側旋回流25が発生する。そして、この流入側旋回流25の周縁部の流れが連通開口42を通過して流出側鏡板13に沿う内向流となり、流出側鏡板13の中央で全方位からの流れが衝突反転して遮蔽円板4の中央に向けて流れることにより、流出側旋回流35が発生ずる。そして、流出側旋回流35の水が当該旋回流の終端部に開口している流出口31から流出する。流入側旋回流25と流出側旋回流35の水の一部は、遮蔽円板4の面に沿う内向流26及び外向流36となって、後続する旋回流の水と合流する。   In the water storage tank according to the present invention, as shown in FIG. 2, by the momentum of the water flowing in from the inflow port 21, the center of the water storage tank is directed toward the center of the inflow side end plate 12 and is inverted along the inflow side end plate 12. An inflow-side swirling flow 25 that flows in the reverse direction is generated at the peripheral edge of the cylindrical body. Then, the flow at the peripheral edge of the inflow side swirl flow 25 passes through the communication opening 42 and becomes an inward flow along the outflow side end plate 13, and the flow from all directions collides and reverses at the center of the outflow side end plate 13 to block the shielding circle. By flowing toward the center of the plate 4, an outflow side swirl flow 35 is generated. And the water of the outflow side turning flow 35 flows out from the outflow port 31 opened at the terminal part of the turning flow. A part of the water of the inflow side swirl flow 25 and the outflow side swirl flow 35 becomes an inward flow 26 and an outward flow 36 along the surface of the shielding disk 4 and merges with the subsequent swirl flow water.

図2ないし図9の構造は、流入側旋回流25の軸方向長さが流出側旋回流35の軸方向長さより長くなる構造である。後述するように、遮蔽円板4を流出側鏡板13に近い位置に設けて流入側旋回流25の軸方向長さを長くした第2ないし第6実施例の構造が、遮蔽円板4を中央に設置した第1実施例の構造より優れている。これは、流入口21からの流入速度が連通開口42を通る水流の速度より速くかつその方向が安定しているため、流入側旋回流25の方が流出側旋回流35より安定した旋回流となることに起因して、流れの不安定な(従って新旧の水が混じりやすい)流出側旋回流35より流入側旋回流の流路を長くした方が、全体として、繰返し旋回する(流れながら滞留する)水の量を少なくできるためと考えられる。   The structure of FIGS. 2 to 9 is a structure in which the axial length of the inflow side swirl flow 25 is longer than the axial length of the outflow side swirl flow 35. As will be described later, the structure of the second to sixth embodiments in which the shielding disc 4 is provided at a position close to the outflow side end plate 13 and the axial length of the inflow side swirl flow 25 is lengthened. It is superior to the structure of the first embodiment installed in This is because the inflow speed from the inflow port 21 is faster than the speed of the water flow through the communication opening 42 and the direction thereof is stable, so that the inflow side swirl flow 25 is more stable than the outflow side swirl flow 35. Therefore, if the flow path of the inflow side swirl flow is made longer than the outflow side swirl flow 35 where the flow is unstable (and therefore new and old water are likely to be mixed together), the swirl is repeatedly swirled as a whole. This is probably because the amount of water can be reduced.

図3〜5に示す第3実施例は、遮蔽円板4を流出側鏡板13に近い位置に設け、かつ流入管2の先端部に流入口21側が拡開した緩いテーパ状の案内管23を設けた構造である。この案内管は、円筒胴の中心線a上に設けられ、テーパ角(周面の傾斜角)が2〜10度、好ましくは2〜5度の円錐管で、後述する比較試験では3度のものを用いている。後述するように、このような案内管23の拡開した先端に流入口21に設けることにより、貯水槽内の水の入替率を大幅に向上させることができる。これは、このような案内管23を設けることによって、流入側旋回流25がより安定化し、内向流26の割合を減少させることができるためと考えられる。なお、案内管23のテーパ角が大き過ぎると、流入口21から拡散しながら流出する水が周縁部の逆方向の流れに衝突して安定な流れを阻害するようになるので、かえって悪影響を生ずると考えられる。   In the third embodiment shown in FIGS. 3 to 5, the shielding disk 4 is provided at a position close to the outflow side end plate 13, and a loosely tapered guide tube 23 whose inflow port 21 side is widened at the tip of the inflow tube 2. This is the structure provided. This guide tube is a conical tube provided on the center line a of the cylindrical body and having a taper angle (inclination angle of the peripheral surface) of 2 to 10 degrees, preferably 2 to 5 degrees. Something is used. As will be described later, by providing the inlet 21 at the widened tip of the guide tube 23, the water replacement rate in the water storage tank can be significantly improved. This is considered to be because by providing such a guide tube 23, the inflow-side swirl flow 25 can be further stabilized and the ratio of the inward flow 26 can be reduced. If the taper angle of the guide tube 23 is too large, the water that flows out of the inlet 21 while diffusing will collide with the flow in the opposite direction of the peripheral edge to inhibit a stable flow. it is conceivable that.

図1〜5の構造では、貯水槽本体1に遮蔽円板4の径より大きなマンホール14が設けられ、そのマンホールの蓋板15に流入管2及び流出管3の基端が図示しない継手を介して溶着され、遮蔽円板4は流出管3に溶着されている。従って、貯水槽本体1にはなんら加工を施すことなく、蓋板15をマンホール14に設置することによって、流入口21、流出口31及び遮蔽円板4を所定位置に設置することができる。従って、この構造により、この発明の貯水槽の製造が極めて容易になり、また、既存の貯水槽をこの発明の貯水槽に改良することも容易に可能になる。   In the structure of FIGS. 1 to 5, a manhole 14 larger than the diameter of the shielding disk 4 is provided in the water tank main body 1, and the base ends of the inflow pipe 2 and the outflow pipe 3 are connected to the manhole cover plate 15 via a joint (not shown). The shielding disk 4 is welded to the outflow pipe 3. Therefore, the inlet 21, the outlet 31, and the shielding disc 4 can be installed at predetermined positions by installing the cover plate 15 in the manhole 14 without performing any processing on the water tank main body 1. Accordingly, this structure makes it extremely easy to manufacture the water tank of the present invention, and it is also possible to easily improve the existing water tank to the water tank of the present invention.

図10は、上述した各実施例の構造について小型の貯水槽を製作し、貯水槽の容量の何倍(入替数)の新水を流入したときに、貯水槽に充満していた旧水がどれだけ貯水槽内に残っているかを試験した結果を示したグラフである。縦軸は旧水が貯水槽内に残る割合、横軸は入替数(新たに流入した水の量を貯水槽の容量で除した数)である。「理想」として示した線Oは、貯水槽の容量と同量の水を流入するだけで、貯水槽内の水が総て新水に入替えられる場合の線であり、現実にはこのような貯水槽は、製造不可能である。「流入流出口中央(円板あり)」として示した線Aは、第1実施例の貯水槽の、「流入流出口端部(円板あり)」として示した線Bは、第2実施例の貯水槽の、「流入流出口端部(テーパ管あり、円板あり)」として示した線Cは、第3実施例の貯水槽のそれぞれにについての試験結果である。図に示すように、第1から第3実施例の貯水槽の総てが「従来技術品」として示した線Eより改善されており、特に第3実施例の貯水槽の性能向上が顕著である。なお、第1実施例の構造で遮蔽円板4を取り除いたものの試験結果が参考として「流入流出口中央(円板なし)」として示す線Dで示されており、遮蔽円板4を設けない構造では、従来技術品より性能が低下するおそれがあることが示唆されている。なお、試験に用いた従来技術品は、両側の鏡板の周縁部に流入口と流出口とを設けた構造のものである。   FIG. 10 shows the structure of each of the embodiments described above. A small water tank is manufactured, and the old water that has been filled in the water tank when new water of the capacity of the water tank (number of replacements) is introduced. It is the graph which showed the result of having tested how much it remains in the water tank. The vertical axis is the ratio of the old water remaining in the water tank, and the horizontal axis is the number of replacements (the number of newly introduced water divided by the capacity of the water tank). The line O shown as “ideal” is a line when all the water in the water tank is replaced with new water just by flowing the same amount of water as the capacity of the water tank. A water tank cannot be manufactured. The line A shown as “inflow / outflow center (with disk)” is the line B shown as “inflow / outflow end (with disk)” of the water storage tank of the first embodiment. Line C shown as “inflow / outflow end portion (with taper tube, with disk)” of each of the water storage tanks is a test result for each of the water storage tanks of the third embodiment. As shown in the figure, all of the water storage tanks of the first to third embodiments are improved from the line E shown as “prior art product”, and the performance improvement of the water storage tank of the third embodiment is particularly remarkable. is there. In addition, the test result of the structure of the first embodiment with the shielding disk 4 removed is shown by a line D shown as “inflow / outflow center (no disk)” for reference, and the shielding disk 4 is not provided. In the structure, it is suggested that the performance may be lower than that of the prior art product. In addition, the prior art product used for the test has a structure in which an inflow port and an outflow port are provided at the peripheral edge portions of both end plates.

図10に示すように、本願発明の貯水槽は、貯水槽内での水の滞留が少なく、特に第3実施例の構造では、槽内での水の滞留が著しく減少する。しかし、本願発明者らのその後の試験において、給水の温度が急激に低下したとき、貯水槽内での水の滞留が増加する現象が認められた。図11は、給水の温度が貯水槽内の水の温度と等しい場合(温度差0℃)、給水の温度が貯水槽内の水の温度よりも3℃高い場合(温度差+3℃)及び給水の温度が貯水槽内の水の温度よりも3℃低い場合(温度差‐3℃)について、貯水槽内の旧水の体積比A=1.0%(貯水槽内に旧水が1.0容量%残っている状態)になるまでに貯水槽の容積の何倍の新水を供給しなければならないかを示す入替数Rを測定した結果を示す図である。図に示すように、新水と旧水に温度差がないときの入替数は3.91、温度差が+3℃のとき(新水の温度が高い)は4.17であり、図10の試験結果とほぼ整合しているのに対し、温度差が‐3℃(新水の温度が低い)のときは6.64となって、入替数が大幅に増加することが認められた。この原因を調査した結果、マンホール14が貯水槽本体の上部に設けられているため、新水の温度が低いときは、暖かい、従って比重の軽い旧水がマンホール14部分に滞留して入替数が大幅に増加していることが判った。   As shown in FIG. 10, the water storage tank of the present invention has less water retention in the water storage tank, and in particular, in the structure of the third embodiment, the water retention in the tank is significantly reduced. However, in the subsequent test conducted by the inventors of the present application, a phenomenon was observed in which the retention of water in the water storage tank increased when the temperature of the water supply decreased rapidly. FIG. 11 shows the case where the temperature of the water supply is equal to the temperature of the water in the water tank (temperature difference 0 ° C.), the case where the temperature of the water supply is 3 ° C. higher than the temperature of the water in the water tank (temperature difference + 3 ° C.) When the temperature of water is 3 ° C. lower than the temperature of the water in the water tank (temperature difference −3 ° C.), the volume ratio A of old water in the water tank A = 1.0% (the old water in the water tank is 1. It is a figure which shows the result of having measured the replacement number R which shows how many times the volume of a water tank must be supplied by the time it becomes 0 volume% remaining state. As shown in the figure, the replacement number when there is no temperature difference between the fresh water and the old water is 3.91, and when the temperature difference is + 3 ° C. (the temperature of the new water is high), it is 4.17. While it was almost consistent with the test results, it was 6.64 when the temperature difference was −3 ° C. (the temperature of fresh water was low), and it was recognized that the number of replacements increased significantly. As a result of investigating this cause, since the manhole 14 is provided at the upper part of the water tank main body, when the temperature of the fresh water is low, the old water which is warm and therefore light in specific gravity stays in the manhole 14 portion, and the number of replacements is large. It was found that there was a significant increase.

そこで本願発明者らは、図6に示すように、第3実施例の貯水槽において、流入管2のマンホールの蓋板15の直下の位置に補助流入孔27を設けた第4実施例と、図7に示すように、流出管3のマンホールの蓋板15直下の位置に補助流出孔37を設けた第5実施例について、温度差Δt=−3℃のときの入替数Rとそのときの旧水の体積比Aを測定して、図12の結果を得た。ここで、基本構造は、第3実施例の構造、改良1は第4実施例の構造、改良2は第5実施例の構造である。図12には、参考として第3実施例の構造で新水と旧水に温度差がないときの試験結果も示してある。   Accordingly, the inventors of the present application, as shown in FIG. 6, in the water tank of the third embodiment, a fourth embodiment in which an auxiliary inflow hole 27 is provided immediately below the manhole cover plate 15 of the inflow pipe 2, As shown in FIG. 7, with respect to the fifth embodiment in which the auxiliary outflow hole 37 is provided at a position immediately below the cover plate 15 of the manhole of the outflow pipe 3, the replacement number R when the temperature difference Δt = −3 ° C. and The volume ratio A of the old water was measured, and the result of FIG. 12 was obtained. Here, the basic structure is the structure of the third embodiment, the improvement 1 is the structure of the fourth embodiment, and the improvement 2 is the structure of the fifth embodiment. FIG. 12 also shows the test results when there is no temperature difference between the fresh water and the old water in the structure of the third embodiment for reference.

図12から明らかなように、マンホールの蓋板15の直下の位置において、流入管2に補助流入孔27を設けるか、または流出管3に補助流出孔37を設けることにより、貯水槽内の旧水と供給する新水との間に温度差があるときでも、温度差がないときと同程度の入替率の改善が見られる。特に流出管3に補助流出孔37を設ける構造が、新水と旧水の温度差による入替率の低下を防止する上で有効である。   As is clear from FIG. 12, the auxiliary inflow hole 27 is provided in the inflow pipe 2 or the auxiliary outflow hole 37 is provided in the outflow pipe 3 at a position immediately below the manhole cover plate 15. Even when there is a temperature difference between the water and the new water to be supplied, the replacement rate is improved to the same extent as when there is no temperature difference. In particular, the structure in which the auxiliary outflow hole 37 is provided in the outflow pipe 3 is effective in preventing the replacement rate from being lowered due to the temperature difference between the new water and the old water.

なお、図6、7に示した実施例では、流入管2や流出管3の基端に設けた継手28、38を介してこれらの管の基端をマンホールの蓋板15に溶着しており、補助流入孔27や補助流出孔37を継手28、38部分に設けている。この構造は、製作の容易さを考慮したものであるが、補助流入孔27や補助流出孔37の孔径や方向を変更した試験が容易である点、及び槽内配管の交換などのメンテナンスの点で優れていると言える。   6 and 7, the base ends of these pipes are welded to the manhole cover plate 15 via joints 28 and 38 provided at the base ends of the inflow pipe 2 and the outflow pipe 3. The auxiliary inflow hole 27 and the auxiliary outflow hole 37 are provided in the joints 28 and 38. This structure takes into account the ease of manufacture, but it is easy to perform tests in which the diameter and direction of the auxiliary inflow hole 27 and the auxiliary outflow hole 37 are changed, and maintenance points such as replacement of the piping in the tank. It can be said that it is excellent.

また、図12の結果を導いた試験は、流入管2及び流出管3の管径に対する補助流入孔27及び補助流出孔37の孔径比を約1/3としたものであるが、これは配管構造や配管の太さ、円筒胴11やマンホール14の容積などにより最適な値が変化すると考えられるので、試験を行って決定するのが好ましい。   In the test leading to the result of FIG. 12, the ratio of the diameters of the auxiliary inflow hole 27 and the auxiliary outflow hole 37 to the diameters of the inflow pipe 2 and the outflow pipe 3 is about 1/3. Since it is considered that the optimum value varies depending on the structure, the thickness of the pipe, the volume of the cylindrical body 11 and the manhole 14, etc., it is preferable to determine by performing a test.

図8、9は、この発明の第6実施例を示した図で、マンホールの構造と遮蔽円板4の支持構造のみが第3実施例と異なっている。この第6実施例では、径の小さい2つのマンホール14a、14bが設けられており、その一方のマンホールの蓋板15aに流入管2の基端が溶着され、他方のマンホールの蓋板15bに流出管3の基端が溶着されている。流出管3は、その先端部が、円筒胴の中心線a上において、流入側鏡板12側に向けて屈曲され、流出口31は、遮蔽円板4の中心に向いて開口している。遮蔽円板4は、円筒胴11の内壁に立設した3本のステイ43によって支持されている。   FIGS. 8 and 9 are views showing a sixth embodiment of the present invention. Only the manhole structure and the support structure of the shielding disk 4 are different from the third embodiment. In the sixth embodiment, two manholes 14a and 14b having a small diameter are provided, and the base end of the inflow pipe 2 is welded to the cover plate 15a of one manhole, and the manhole 14a and 14b flows out to the cover plate 15b of the other manhole. The proximal end of the tube 3 is welded. The outflow pipe 3 has a distal end bent toward the inflow side end plate 12 side on the center line a of the cylindrical body, and the outflow port 31 opens toward the center of the shielding disc 4. The shielding disk 4 is supported by three stays 43 erected on the inner wall of the cylindrical body 11.

なお、図8、9において、45は流入側の給水管、46は流出側の給水管、47は屋外散水等に使うための立上げ管である。立上げ管47は、その基端を貯水槽の底部に開口させてあり、貯水槽のメンテナンス時など、必要があればこの立上げ管47を使って貯水槽内の沈殿物を排出できるようにしてある。給水が停止した非常時には、マンホールの蓋板に設けたソケット48(図4参照)からポンプ等で貯水槽内の水を汲み上げて使用する。   8 and 9, 45 is an inflow side water supply pipe, 46 is an outflow side water supply pipe, and 47 is a riser pipe for use in outdoor sprinkling. The riser pipe 47 has an opening at its base end at the bottom of the water tank so that the sediment in the water tank can be discharged if necessary, such as during maintenance of the water tank. It is. In case of emergency when the water supply is stopped, the water in the water storage tank is pumped up from a socket 48 (see FIG. 4) provided on the manhole cover plate by a pump or the like.

この第6実施例のものは、性能的には第3実施例のものと変わらないが、遮蔽円板4は予め貯水槽内に設置しておかなければならない。2つのマンホール14a、14bは、遮蔽円板4で区画された流入側と流出側の空間に繋がるように設けられるので、遮蔽円板4により貯水槽内部の保守点検に支障が生じることはない。   Although the thing of this 6th Example does not change in performance from the thing of 3rd Example, the shielding disc 4 must be installed in the water tank beforehand. Since the two manholes 14a and 14b are provided so as to be connected to the inflow side and outflow side spaces partitioned by the shielding disc 4, the shielding disc 4 does not cause any trouble in maintenance and inspection inside the water tank.

2 流入管
4 遮蔽円板
11 円筒胴
12 流入側鏡板
13 流出側鏡板
14 マンホール
15 蓋板
21 流入口
23 案内管
27 補助流入孔
31 流出口
37 補助流出孔
42 流水間隙
45,16 給水管
a 中心線
2 Inflow pipe 4 Shielding disk
11 Cylindrical body
12 Inlet side panel
13 Outlet end panel
14 Manhole
15 Cover plate
21 Inlet
23 Guide tube
27 Auxiliary inlet
31 Outlet
37 Auxiliary outflow hole
42 Flowing water gap
45,16 Water supply pipe a Center line

Claims (6)

水道管その他の給水管(45,46)に介設される非常用貯水槽であって、通常時には当該貯水槽を経由して給水され、非常時に当該貯水槽に貯えられた水を利用できるようにする非常用貯水槽において、
円筒胴(11)の両端に凹面が内側を向いた円弧状の流入側と流出側の鏡板(12,13)を備え、当該貯水槽への清水の流入口(21)が前記円筒胴の中心線(a)上で流入側鏡板(12)に向けて開口し、貯水槽からの清水の流出口(31)が前記流入口(21)の背後に近接した前記中心線(a)上に開口し、これらの流入口(21)と流出口(31)との間に、前記円筒胴の内周面との間に円環状の連通開口(42)を残して配置された遮蔽円板(4)を備えていることを特徴とする、非常用貯水槽。
An emergency water tank installed in a water pipe or other water supply pipe (45, 46), which is normally supplied via the water tank so that the water stored in the water tank can be used in an emergency. In the emergency water tank
The cylindrical cylinder (11) is provided with arc-shaped inflow and outflow end panels (12, 13) with concave surfaces facing inward at both ends, and the fresh water inlet (21) to the water storage tank is the center of the cylindrical cylinder Opened on the line (a) toward the inflow side end plate (12), the fresh water outlet (31) from the water reservoir opens on the center line (a) close to the back of the inlet (21) The shielding disk (4) is disposed between the inlet (21) and the outlet (31), leaving an annular communication opening (42) between the inner peripheral surface of the cylindrical body. ), An emergency water tank.
前記流入口(21)、流出口(31)及び遮蔽円版(4)が貯水槽本体の流出側鏡板(13)に近い位置に配置されていることを特徴とする、請求項1記載の非常用貯水槽。   2. The emergency according to claim 1, wherein the inlet (21), the outlet (31), and the shielding circular plate (4) are arranged at positions close to the outflow side end plate (13) of the water tank main body. Water tank. 先端に前記流入口(21)が開口している流入管(2)の先端部に前記中心線(a)上で流入側鏡板(12)の中央に向かう流入口(21)側が広がる案内管(23)が設けられている、請求項1又は2記載の非常用貯水槽。   A guide tube (in which the inlet (21) side toward the center of the inflow side end plate (12) extends on the center line (a) at the tip of the inflow tube (2) where the inflow port (21) is open at the tip ( The emergency water tank according to claim 1 or 2, wherein 23) is provided. 流入管(2)が貯水槽本体に設けたマンホール(14,14a)を通って貯水槽本体内に導かれており、当該流入管のマンホール(14,14a)を通過する部分に当該流入管内を流れる水の一部をマンホール(14,14a)部分に流入させる補助流入孔(27)が設けられている、請求項1、2又は3記載の非常用貯水槽。   The inflow pipe (2) is guided into the water tank body through the manhole (14, 14a) provided in the water tank body, and the part of the inflow pipe passing through the manhole (14, 14a) passes through the inside of the inflow pipe. The emergency water storage tank according to claim 1, 2 or 3, further comprising an auxiliary inflow hole (27) through which a part of the flowing water flows into the manhole (14, 14a). 流出管(3)が貯水槽本体に設けたマンホール(14,14b)を通って貯水槽本体内に導かれており、当該流出管のマンホール(14,14b)を通過する部分に当該流出管内にマンホール(14,14b)部分の水を吸込む補助流出孔(37)が設けられている、請求項1、2又は3記載の非常用貯水槽。   The outflow pipe (3) is led into the water tank body through the manhole (14, 14b) provided in the water tank body, and the part of the outflow pipe passing through the manhole (14, 14b) is inserted into the outflow pipe. The emergency water storage tank according to claim 1, 2 or 3, wherein an auxiliary outflow hole (37) for sucking water in a manhole (14, 14b) portion is provided. 貯水槽本体のマンホール(14)が前記遮蔽円板(4)の外径より大きな内径を備え、先端に前記流入口(21)が開口している流入管(2)及び先端に前記流出口(31)が開口している流出管(3)がその基端をこのマンホールの蓋板(15)に固定して支持され、前記遮蔽円板が当該流入管又は流出管に固定して支持されており、前記蓋板をマンホールに固定することにより貯水槽内の所定位置に前記流入口、流出口及び遮蔽円板が配置されることを特徴とする、請求項1から5のいずれか一に記載の非常用貯水槽。   The manhole (14) of the water tank main body has an inner diameter larger than the outer diameter of the shielding disk (4), the inlet pipe (2) having the inlet (21) open at the tip, and the outlet ( 31) is open and the outflow pipe (3) is supported by fixing its base end to the manhole cover plate (15), and the shielding disk is fixed and supported by the inflow pipe or outflow pipe. The inflow port, the outflow port, and the shielding disk are arranged at predetermined positions in the water storage tank by fixing the lid plate to a manhole, according to any one of claims 1 to 5. Emergency water tank.
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JP2016176207A (en) * 2015-03-19 2016-10-06 Jfe継手株式会社 tank
JP2022026890A (en) * 2020-07-31 2022-02-10 株式会社シーマコンサルタント Water storage structure

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JPH08337291A (en) * 1995-06-13 1996-12-24 Kawasaki Steel Corp Water storage equipment for time of disaster
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JPH08268495A (en) * 1995-03-29 1996-10-15 Kawasaki Heavy Ind Ltd Water tank for measure to count earthquake disaster
JPH08337291A (en) * 1995-06-13 1996-12-24 Kawasaki Steel Corp Water storage equipment for time of disaster
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JP2000264393A (en) * 1999-03-18 2000-09-26 Kurimoto Ltd Emergency water storage tank

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016176207A (en) * 2015-03-19 2016-10-06 Jfe継手株式会社 tank
JP2022026890A (en) * 2020-07-31 2022-02-10 株式会社シーマコンサルタント Water storage structure
JP7162224B2 (en) 2020-07-31 2022-10-28 株式会社シーマコンサルタント water storage structure

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