JP2010133077A - Water storage tank - Google Patents

Water storage tank Download PDF

Info

Publication number
JP2010133077A
JP2010133077A JP2008306933A JP2008306933A JP2010133077A JP 2010133077 A JP2010133077 A JP 2010133077A JP 2008306933 A JP2008306933 A JP 2008306933A JP 2008306933 A JP2008306933 A JP 2008306933A JP 2010133077 A JP2010133077 A JP 2010133077A
Authority
JP
Japan
Prior art keywords
water
tank
pipe
water supply
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.)
Pending
Application number
JP2008306933A
Other languages
Japanese (ja)
Inventor
Goro Funabashi
五郎 船橋
Hiroaki Fujii
宏明 藤井
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP2008306933A priority Critical patent/JP2010133077A/en
Publication of JP2010133077A publication Critical patent/JP2010133077A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • 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 provide a water storage tank capable of suppressing the supply of water with high pH retained at the bottom of the tank and enabling the water stored therein to be effectively used by eliminating the need of dead water. <P>SOLUTION: This water storage tank which is connected to a distribution pipe and the inner surface of which is covered with mortar 45 includes a water supply part 51 for supplying the water in the tank to the outside. The water supply part 51 includes a water supply pipe 69 which is installed in the tank and extends toward the bottom B of the tank. An annular weir body 73 is provided at the bottom B of the tank. The weir body 73 surrounds the lower area 74 of the suction port 69a of the water supply pipe 69 from its surrounding. The height H between the bottom B of the tank and the upper end of the weir body 73 is equal to the interval C between the bottom B of the tank and the suction port 69a of the water supply pipe 69. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、地震等の災害時に給水タンクとして機能する貯水槽に関する。   The present invention relates to a water storage tank that functions as a water supply tank during a disaster such as an earthquake.

従来、この種の貯水槽としては、例えば図7,図8に示すように、水道配管11に接続されて、平常時には、水道配管11の一部として水道配管11内の水道水が槽内に通水され、緊急時には、水道配管11と槽本体12との間が遮断される貯水槽13がある。   Conventionally, as this kind of water storage tank, for example, as shown in FIGS. 7 and 8, it is connected to a water pipe 11, and in normal times, tap water in the water pipe 11 is part of the water pipe 11. There is a water storage tank 13 through which water is passed and in the event of an emergency, the water supply pipe 11 and the tank body 12 are blocked.

貯水槽13は円筒状の槽本体12からなり、槽本体12の長手方向両端部には、槽本体12の内部で径方向に延びる導入管14および導出管15が設けられている。水道配管11と導入管14とは導入用配管16を介して接続され、水道配管11と導出管15とは導出用配管17を介して接続されている。   The water storage tank 13 includes a cylindrical tank body 12, and an introduction pipe 14 and a discharge pipe 15 that extend in the radial direction inside the tank body 12 are provided at both longitudinal ends of the tank body 12. The water supply pipe 11 and the introduction pipe 14 are connected via an introduction pipe 16, and the water supply pipe 11 and the lead-out pipe 15 are connected via a lead-out pipe 17.

導入用配管16と導出用配管17とはバイパス配管18を介して接続されている。これら各配管16〜18にはそれぞれ第1〜第3の自動開閉バルブ19〜21が設けられている。また、槽本体12には、震災時等に槽本体12内に貯えられた水道水を取り出すための飲料用の給水管22が設けられている。給水管22は槽本体12の内部で径方向に延びており、給水管22の上部には給水弁23が設けられている。   The introduction pipe 16 and the lead-out pipe 17 are connected via a bypass pipe 18. The pipes 16 to 18 are provided with first to third automatic opening / closing valves 19 to 21, respectively. The tank body 12 is provided with a drinking water supply pipe 22 for taking out tap water stored in the tank body 12 in the event of an earthquake or the like. The water supply pipe 22 extends in the radial direction inside the tank body 12, and a water supply valve 23 is provided on the upper part of the water supply pipe 22.

尚、図9に示すように、槽本体12の内面は、防食材としてのモルタル24で被覆(ライニング)されている。給水管22は槽内上部から槽内底部に向かって延びており、槽内底部と給水管22の汲み上げ口22aとの上下間には所定の間隔Aが形成されている。   In addition, as shown in FIG. 9, the inner surface of the tank main body 12 is coat | covered (lining) with the mortar 24 as an anticorrosion material. The water supply pipe 22 extends from the upper part of the tank toward the bottom of the tank, and a predetermined interval A is formed between the upper part and the lower part of the pumping port 22 a of the water supply pipe 22.

これによると、平常時には、第1および第2の自動開閉バルブ19,20が開、第3の自動開閉バルブ21が閉に切り換えられており、水道配管11内の水道水が導入用配管16と導入管14とを通って槽本体12内に導入され、槽本体12内の水道水が導出管15と導出用配管17とを通って水道配管11に導出される。   According to this, in normal times, the first and second automatic opening / closing valves 19 and 20 are switched to open and the third automatic opening / closing valve 21 is switched to close, and the tap water in the water pipe 11 is connected to the introduction pipe 16. The water is introduced into the tank body 12 through the introduction pipe 14, and the tap water in the tank body 12 is led out to the water pipe 11 through the outlet pipe 15 and the outlet pipe 17.

これにより、貯水槽13を介して水道水が水道配管11を給送されるため、貯水槽13内に水道水が貯えられるとともに、その水道水が入れ替えられる。
地震等の緊急時には、第1および第2の自動開閉バルブ19,20が閉、第3の自動開閉バルブ21が開に切り換えられ、これにより、水道配管11と槽本体12との接続が遮断されて、一定量の水道水が貯水槽13内に確保される。
Thereby, since tap water is fed through the water tank 11 through the water tank 13, the tap water is stored in the water tank 13 and the tap water is replaced.
In an emergency such as an earthquake, the first and second automatic opening / closing valves 19 and 20 are closed and the third automatic opening / closing valve 21 is switched to open, thereby disconnecting the connection between the water pipe 11 and the tank body 12. Thus, a certain amount of tap water is secured in the water storage tank 13.

この状態で、図8の仮想線で示すように、給水弁23に給水ホース25を接続し、地上に配置されたエンジンポンプ26と給水スタンド27とを接続する。給水弁23を開いてエンジンポンプ26を作動させることにより、貯水槽13内の水道水が、汲み上げ口22aから給水管22内に汲み上げられ、給水ホース25を通って給水スタンド27に供給され、給水スタンド27から被災者に飲料水として給水可能となる。   In this state, as shown by the phantom line in FIG. 8, the water supply hose 25 is connected to the water supply valve 23, and the engine pump 26 disposed on the ground and the water supply stand 27 are connected. By opening the water supply valve 23 and operating the engine pump 26, the tap water in the water storage tank 13 is pumped into the water supply pipe 22 from the pumping port 22a, and supplied to the water supply stand 27 through the water supply hose 25. Water can be supplied from the stand 27 to the victim as drinking water.

尚、上記のような貯水槽13は例えば下記特許文献1に記載されている。
特開平10−219765
In addition, the above water storage tank 13 is described in the following patent document 1, for example.
JP-A-10-219765

しかしながら上記の従来形式では、モルタル24のアルカリ分(カルシウム分)が析出(溶出)し、モルタル24の近傍における水道水のpHが上昇し、カルシウム分を多く含むことで比重が大きくなる。この結果、pHの高い水道水が貯水槽13内の底部に次第に滞留する。   However, in the above-mentioned conventional format, the alkali content (calcium content) of the mortar 24 is precipitated (eluting), the pH of tap water in the vicinity of the mortar 24 is increased, and the specific gravity is increased by containing a large amount of calcium content. As a result, tap water having a high pH gradually accumulates at the bottom of the water storage tank 13.

このようなpHの高い水道水は飲料水として不向きであるが、pHの高い水道水が貯水槽13内の底部に滞留した状態で、地震等の災害が発生すると、pHの高い水道水が給水管22から汲み上げられて給水されてしまうという問題がある。   Such tap water with a high pH is unsuitable as drinking water, but when a disaster such as an earthquake occurs in a state where the tap water with a high pH stays at the bottom of the water storage tank 13, the tap water with a high pH is supplied. There is a problem that water is pumped from the pipe 22 and supplied.

この問題の対策として、給水管22から汲み上げられる水道水のpHが低下するまで、汲み上げられた水道水を捨てる捨て水を行っているが、このような捨て水を行うには手間や時間を要し、迅速な給水活動ができないといった問題や、貴重な水を無駄にしてしまうといった問題がある。   As a countermeasure against this problem, the discarded water is discarded until the pH of the tap water pumped from the water supply pipe 22 is lowered. However, it takes time and effort to perform such a discarded water. However, there are problems such as not being able to carry out quick water supply activities and wasting valuable water.

また、槽内底部と給水管22の汲み上げ口22aとの間隔Aを拡大して、汲み上げ口22aを槽内底部に滞留しているpHの高い水の層からできるだけ離すことが考えられるが、この場合、貯水槽13内に大量の水道水が残留してしまうため、貯水槽13内の水道水を有効利用することが困難であるという問題が発生する。   Further, it is conceivable that the distance A between the bottom of the tank and the pumping port 22a of the water supply pipe 22 is increased so that the pumping port 22a is separated from the high pH water layer staying at the bottom of the tank as much as possible. In this case, since a large amount of tap water remains in the water storage tank 13, it is difficult to effectively use the tap water in the water storage tank 13.

本発明は、槽内底部に滞留した飲料水として不向きなpHの高い水が給水されるのを抑制することができ、捨て水を不要にすることが可能であり、槽内に貯えられた水を有効利用することができる貯水槽を提供することを目的とする。   The present invention can suppress the supply of high pH water which is unsuitable as drinking water staying at the bottom of the tank, can eliminate waste water, and is stored in the tank. It aims at providing the water tank which can utilize effectively.

上記目的を達成するために、本第1発明は、配水管に接続され且つpHを変化させる成分を発生する可能性のある防食材が内面に被覆された貯水槽であって、
槽内の水を外部へ給水するための給水部が備えられ、
給水部は槽内に設けられて槽内底部に向かって延びる給水管を有し、
槽内底部に、給水管の下端に形成された汲み上げ口の下方領域を周囲から囲むように堰体が設けられているものである。
In order to achieve the above object, the first invention is a water tank that is connected to a water pipe and has an inner surface coated with an anticorrosive material that may generate a component that changes pH,
A water supply unit is provided to supply the water in the tank to the outside.
The water supply unit has a water supply pipe provided in the tank and extending toward the bottom of the tank,
A weir is provided at the bottom of the tank so as to surround the lower region of the pumping port formed at the lower end of the water supply pipe from the periphery.

これによると、給水時、槽内に貯えられた水は、汲み上げ口から給水管内に汲み上げられ、給水部から槽外へ給水される。この際、槽内底部に滞留しているpHの高い水は、堰体に邪魔されて、給水管の汲み上げ口に流れ込み難くなる。これにより、pHの高い水が給水部から槽外へ給水されてしまうのを抑制することができ、したがって、捨て水を不要にすることができ、迅速な給水活動を行うことができる。   According to this, at the time of water supply, the water stored in the tank is pumped from the pumping port into the water supply pipe and supplied from the water supply part to the outside of the tank. At this time, the water with high pH staying at the bottom of the tank is obstructed by the weir body and hardly flows into the pumping port of the water supply pipe. Thereby, it can suppress that water with high pH will be water-supplied from a water supply part out of a tank, Therefore Waste water can be made unnecessary and a quick water supply activity can be performed.

また、槽内底部に堰体を設けたことにより、従来のように、槽内底部と給水管の汲み上げ口との間隔を拡大して、汲み上げ口を槽内の底部に滞留しているpHの高い水の層からできるだけ離す必要はない。したがって、槽内に残留する水の量を大幅に低減することができ、槽内の水を有効利用することができる。   In addition, by providing a weir body at the bottom of the tank, the distance between the bottom of the tank and the pumping port of the water supply pipe is increased, and the pumping port stays at the bottom of the tank. It is not necessary to keep away from the high water layer as much as possible. Therefore, the amount of water remaining in the tank can be greatly reduced, and the water in the tank can be used effectively.

本第2発明は、槽内底部から堰体の上端部までの高さが槽内底部から給水管の汲み上げ口までの間隔と同じであるものである。
これによると、堰体の上端部と給水管の汲み上げ口とが同じ高さになるので、堰体を備えた貯水槽の槽内に残留する水の量と堰体を備えていない貯水槽の槽内に残留する水の量とが同じになり、これにより、堰体を備えた貯水槽から給水される給水量が堰体を備えていない貯水槽から給水される給水量と同じになる。
In the second invention, the height from the bottom of the tank to the upper end of the weir is the same as the distance from the bottom of the tank to the pumping port of the water supply pipe.
According to this, since the upper end of the weir body and the pumping port of the water supply pipe are at the same height, the amount of water remaining in the water tank with the weir body and the water tank without the weir body The amount of water remaining in the tank becomes the same, so that the amount of water supplied from the water tank provided with the weir body is the same as the amount of water supplied from the water tank not provided with the weir body.

本第3発明は、平常時には、配水管の一部として配水管内の水が槽内に通水され、緊急時には、配水管と槽との接続が遮断されるものである。
これによると、平常時には、常に槽内に水が流れているため、槽内に水が貯えられるとともに槽内の水が入れ替えられ、これにより、槽内の水質の悪化を防止することができる。
In the third aspect of the present invention, in normal times, water in the water distribution pipe is passed through the tank as a part of the water distribution pipe, and in an emergency, the connection between the water distribution pipe and the tank is cut off.
According to this, since water always flows in the tank during normal times, the water is stored in the tank and the water in the tank is replaced, thereby preventing deterioration of the water quality in the tank.

以上のように本発明によると、槽内底部に滞留しているpHの高い水は、堰体に邪魔されて、給水管の汲み上げ口に流れ込み難くなる。これにより、pHの高い水が給水部から槽外へ給水されてしまうのを抑制することができ、したがって、捨て水を不要にすることができ、迅速な給水活動を行うことができる。   As described above, according to the present invention, high-pH water staying at the bottom of the tank is obstructed by the weir body and hardly flows into the pumping port of the water supply pipe. Thereby, it can suppress that water with high pH will be water-supplied from a water supply part out of a tank, Therefore Waste water can be made unnecessary and a quick water supply activity can be performed.

また、槽内底部に堰体を設けたことにより、従来のように、槽内底部と給水管の汲み上げ口との間隔を拡大して、汲み上げ口を槽内の底部に滞留しているpHの高い水の層からできるだけ離す必要はない。このため、槽内に残留する水の量を大幅に低減することができ、槽内の水を有効利用することができる。   In addition, by providing a weir body at the bottom of the tank, the distance between the bottom of the tank and the pumping port of the water supply pipe is increased, and the pumping port stays at the bottom of the tank. It is not necessary to keep away from the high water layer as much as possible. For this reason, the amount of water remaining in the tank can be greatly reduced, and the water in the tank can be used effectively.

以下、本発明における第1の実施の形態を図面を参照して説明する。
図1,図2に示すように、41は、水道管路を構成する配水管42に接続された貯水槽であり、日本ダクタイル鉄管協会規格(JDPA)のダクタイル鋳鉄製貯水槽G1041の規定に準ずるものである。
Hereinafter, a first embodiment of the present invention will be described with reference to the drawings.
As shown in FIGS. 1 and 2, reference numeral 41 denotes a water storage tank connected to a water distribution pipe 42 constituting a water pipe, and conforms to the provisions of the Japan Ductile Iron Pipe Association Standard (JDPA) Ductile Iron Water Tank G1041 Is.

貯水槽41は、地中に設置された槽本体43と、槽本体43と配水管42とを接続する接続配管44とを有している。槽本体43は、円筒状の直管部43aと、直管部43aの長手方向の両端部を閉じるキャップ部43bとを有している。図3,図4に示すように、槽本体43の内面にはモルタル45が被覆(ライニング)されている。尚、モルタル45は防食材の一例であり、槽本体43内の水のpHを中性から上昇させるアルカリ分(カルシウム分)がモルタル45から析出(溶出)する可能性がある。   The water storage tank 41 includes a tank main body 43 installed in the ground, and a connection pipe 44 that connects the tank main body 43 and the water distribution pipe 42. The tank body 43 includes a cylindrical straight pipe portion 43a and a cap portion 43b that closes both longitudinal ends of the straight pipe portion 43a. As shown in FIGS. 3 and 4, a mortar 45 is coated (lining) on the inner surface of the tank body 43. The mortar 45 is an example of an anticorrosive material, and an alkali component (calcium component) that raises the pH of water in the tank body 43 from neutrality may be precipitated (eluted) from the mortar 45.

槽本体43の一端部(上流側端部)には、配水管42内の水(水道水)を槽内に引き込む流入部47と、消防用導水部48とが設けられている。また、槽本体43の他端部(下流側端部)には、槽内の水を流出して配水管42に戻す流出部49と、消防用導水部50と、槽内の水を外部へ給水するための給水部51とが設けられている。   One end portion (upstream end portion) of the tank body 43 is provided with an inflow section 47 that draws water (tap water) in the water distribution pipe 42 into the tank and a fire water guiding section 48. Moreover, the outflow part 49 which flows out the water in a tank and returns it to the water distribution pipe 42, the water conduit 50 for fire fighting, and the water in a tank to the other end part (downstream end part) of the tank main body 43 to the exterior A water supply unit 51 for supplying water is provided.

流入部47は、槽本体43の一端部の外周面上端部に設けられたT字管53と、槽内に設けられ且つT字管53の下端部に連通する流入管54と、T字管53の上端部に取り付けられた空気弁55とを有している。尚、流入管54には複数の流入口54aが形成されている。   The inflow portion 47 includes a T-shaped tube 53 provided at the upper end of the outer peripheral surface of one end of the tank body 43, an inflow tube 54 provided in the tank and communicating with the lower end of the T-shaped tube 53, and a T-shaped tube. And an air valve 55 attached to the upper end of 53. The inflow pipe 54 has a plurality of inflow ports 54a.

図1,図2,図4に示すように、各消防用導水部48,50はそれぞれ、槽本体43の一端部および他端部の外周面上端部に設けられた短管57,58と、槽内に設けられ且つ短管57,58の下端部に連通する消防用導水管59,60と、短管57,58の上端部に取り付けられた補修弁61,62と、補修弁61,62の出口側に設けられた消防用採水口63,64とを有している。尚、各消防用採水口63,64には消火ポンプ等の消火装置の吸入口が着脱可能である。   As shown in FIGS. 1, 2, and 4, each of the water guiding portions 48, 50 for fire fighting is provided with short tubes 57, 58 provided at the upper end of the outer peripheral surface of one end and the other end of the tank body 43, respectively. Fire water guide pipes 59, 60 provided in the tank and communicating with the lower ends of the short pipes 57, 58, repair valves 61, 62 attached to the upper ends of the short pipes 57, 58, and repair valves 61, 62 The water outlets 63 and 64 for fire fighting provided on the exit side of In addition, the suction port of fire extinguishing apparatuses, such as a fire extinguishing pump, can be attached or detached to each water sampling port 63,64 for fire fighting.

図1〜図3に示すように、流出部49は、槽本体43の他端部の外周面上端部に設けられたT字管65と、槽内に設けられ且つT字管65の下端部に連通する流出管66と、T字管65の上端部に取り付けられた空気弁67とを有している。尚、前記空気弁55,67は空気の吸入および排出を制御するものである。また、流出管66には複数の流出口66aが形成されている。   As shown in FIGS. 1 to 3, the outflow portion 49 includes a T-shaped tube 65 provided at the upper end of the outer peripheral surface of the other end of the tank body 43, and a lower end of the T-shaped tube 65 provided in the tank. And an air valve 67 attached to the upper end portion of the T-shaped tube 65. The air valves 55 and 67 control the intake and discharge of air. The outflow pipe 66 is formed with a plurality of outflow ports 66a.

給水部51は、槽本体43の他端部の外周面上端部に立設された短管部68と、槽内に設けられ且つ上端部が短管部68の下端部に連通する給水管69と、短管部68の上端に取り付けられた補修弁70と、補修弁62の出口側に設けられた給水口71とを有している。給水管69は、短管部68の下端から槽内底部Bに向かって下方へ延びており、その下端に、汲み上げ口69aを有している。   The water supply unit 51 includes a short pipe portion 68 erected at the upper end of the outer peripheral surface of the other end of the tank body 43, and a water supply pipe 69 provided in the tank and having an upper end communicating with the lower end of the short pipe portion 68. And a repair valve 70 attached to the upper end of the short pipe portion 68, and a water supply port 71 provided on the outlet side of the repair valve 62. The water supply pipe 69 extends downward from the lower end of the short pipe portion 68 toward the tank bottom B, and has a pumping port 69a at the lower end thereof.

槽内底部Bには円環形状の堰体73が設けられており、堰体73は給水管69の汲み上げ口69aの下方領域74を周囲から取り囲んでいる。槽内底部Bから堰体73の上端部までの高さHは槽内底部Bから給水管69の汲み上げ口69aまでの間隔Cと同じである。さらに、槽内底部Bから給水管69の汲み上げ口69aまでの間隔Cは、槽内底部Bから各消防用導水管59,60の下端開口までの間隔と同じである。   An annular dam 73 is provided at the bottom B of the tank, and the dam 73 surrounds a lower region 74 of the pumping port 69a of the water supply pipe 69 from the periphery. The height H from the tank bottom B to the upper end of the weir body 73 is the same as the distance C from the tank bottom B to the pumping port 69a of the water supply pipe 69. Furthermore, the distance C from the bottom B of the tank to the pumping port 69a of the water supply pipe 69 is the same as the distance from the bottom B of the tank to the lower end openings of the fire water conduit pipes 59 and 60.

堰体73の材質はステンレス(例えばSUS304等)であるが、ステンレスに限定されるものではなく、樹脂を用いてもよい。また、堰体73は、円環形状に限定されるものではなく、楕円型の環形状や或いは多角形型の環形状であってもよい。   The material of the weir body 73 is stainless steel (for example, SUS304), but is not limited to stainless steel, and a resin may be used. Further, the weir body 73 is not limited to an annular shape, and may be an elliptical annular shape or a polygonal annular shape.

図2〜図4に示すように、各空気弁55,67と補修弁61,62,70とは、地中に形成された弁操作室81内に納められている。
図1に示すように、接続配管44は流入連絡配管75と流出連絡配管76とを有しており、配水管42と流入部47のT字管53とが流入連絡配管75を介して接続され、配水管42と流出部49のT字管65とが流出連絡配管76を介して接続されている。
As shown in FIGS. 2 to 4, the air valves 55 and 67 and the repair valves 61, 62 and 70 are housed in a valve operation chamber 81 formed in the ground.
As shown in FIG. 1, the connection pipe 44 has an inflow communication pipe 75 and an outflow communication pipe 76, and the water distribution pipe 42 and the T-shaped pipe 53 of the inflow portion 47 are connected via the inflow communication pipe 75. The water distribution pipe 42 and the T-shaped pipe 65 of the outflow portion 49 are connected via an outflow communication pipe 76.

流入連絡配管75と流出連絡配管76とにわたり緊急弁77が取り付けられている。緊急弁77は、その内部に、流入連絡配管75と流出連絡配管76とに連通するバイパス通路78を有しており、流入および流出連絡配管75,76の開閉とバイパス通路78の開閉とを行う。また、配水管42には、流入連絡配管75との接続部分と流出連絡配管76との接続部分との間に位置する切換弁79が設けられている。通常、この切換弁79は全閉されている。   An emergency valve 77 is attached across the inflow communication pipe 75 and the outflow communication pipe 76. The emergency valve 77 has a bypass passage 78 communicating with the inflow communication pipe 75 and the outflow communication pipe 76 therein, and opens and closes the inflow and outflow communication pipes 75 and 76 and opens and closes the bypass passage 78. . Further, the water distribution pipe 42 is provided with a switching valve 79 positioned between a connection portion with the inflow communication pipe 75 and a connection portion with the outflow communication pipe 76. Normally, this switching valve 79 is fully closed.

以下、上記構成における作用を説明する。
図1に示すように、平常時には、緊急弁77は、一方の切換位置V1に切換えられて、流入および流出連絡配管75,76を開放し、バイパス通路78を閉鎖している。これにより、配水管42内の水が、流入連絡配管75とT字管53とを経て、流入管54の流入口54aから槽本体43内へ流入するとともに、槽本体43内の水が流出管66の流出口66aからT字管65と流出連絡配管76とを経て、配水管42内に流出する。
Hereinafter, the operation of the above configuration will be described.
As shown in FIG. 1, in normal times, the emergency valve 77 is switched to one switching position V1, opens the inflow and outflow communication pipes 75 and 76, and closes the bypass passage 78. Thereby, the water in the water distribution pipe 42 flows into the tank main body 43 from the inlet 54a of the inflow pipe 54 through the inflow connecting pipe 75 and the T-shaped pipe 53, and the water in the tank main body 43 flows into the outflow pipe. The water flows out into the water distribution pipe 42 through the T-shaped pipe 65 and the outflow connection pipe 76 from the outlet 66a of 66.

これにより、貯水槽41を介して水が配水管42を給送されるため、配水管42の一部として配水管42の水が貯水槽41内に通水され、貯水槽41内に水が貯えられるとともに、その水が入れ替えられる。   Thereby, since water is fed through the water storage tank 41 through the water storage tank 41, the water in the water distribution pipe 42 is passed through the water storage tank 41 as a part of the water distribution pipe 42, and the water is stored in the water storage tank 41. As it is stored, the water is replaced.

地震等の緊急時には、地震計からの外部信号や配水管42内の水圧低下等に基づいて、緊急弁77が、他方の切換位置V2に切換えられて、流入および流出連絡配管75,76を閉鎖し、バイパス通路78を開放する。これにより、配水管42と槽本体43との接続が遮断され、配水管42内の水は、上流側からバイパス通路78を通って配水管42内の下流側へ戻り、槽本体43には供給されない。また、槽本体43内には一定量の水が確保される。   In the event of an emergency such as an earthquake, the emergency valve 77 is switched to the other switching position V2 based on an external signal from the seismometer or a drop in water pressure in the distribution pipe 42, and the inflow and outflow communication pipes 75 and 76 are closed. Then, the bypass passage 78 is opened. Thereby, the connection between the water distribution pipe 42 and the tank main body 43 is cut off, and the water in the water distribution pipe 42 returns from the upstream side to the downstream side in the water distribution pipe 42 through the bypass passage 78 and is supplied to the tank main body 43. Not. A certain amount of water is secured in the tank body 43.

給水を行う場合、図2の仮想線で示すように、エンジンポンプ84と給水スタンド85とからなる給水装置86を地上に配置し、給水装置86の給水ホース83を給水口71に接続する。そして、補修弁70を開き、エンジンポンプ84を作動させることにより、槽本体43内の水が汲み上げ口69aから給水管69内に汲み上げられ、短管部68を経た後、給水ホース83を通って給水スタンド85に供給され、給水スタンド85から被災者に飲料水として給水される。   When water is supplied, a water supply device 86 composed of an engine pump 84 and a water supply stand 85 is disposed on the ground, and a water supply hose 83 of the water supply device 86 is connected to the water supply port 71 as indicated by a virtual line in FIG. Then, by opening the repair valve 70 and operating the engine pump 84, water in the tank body 43 is pumped into the water supply pipe 69 from the pumping port 69a, passes through the short pipe portion 68, and then passes through the water supply hose 83. It is supplied to the water supply stand 85 and supplied to the victim from the water supply stand 85 as drinking water.

この際、モルタル45のアルカリ分(カルシウム分)が析出すると、カルシウム分を多く含むことで比重が大きくなり、pHの高い水が槽内底部Bに滞留するが、このpHの高い水は、図6に示すように、堰体73に邪魔されて、給水管69の汲み上げ口69aに流れ込み難くなる。これにより、pHの高い水が給水部51から槽外の給水スタンド85へ給水されてしまうのを抑制することができる。したがって、捨て水を不要にすることができ、迅速な給水活動を行うことができる。   At this time, when the alkali content (calcium content) of the mortar 45 is precipitated, the specific gravity is increased by containing a large amount of calcium content, and water having a high pH stays in the bottom B of the tank. As shown in FIG. 6, it is obstructed by the weir body 73 and is difficult to flow into the pumping port 69 a of the water supply pipe 69. Thereby, it can suppress that water with high pH will be supplied from the water supply part 51 to the water supply stand 85 outside a tank. Therefore, waste water can be made unnecessary, and quick water supply activities can be performed.

また、槽内底部Bに堰体73を設けたことにより、従来(図9参照)のように、槽内底部と給水管22の汲み上げ口22aとの間隔Aを拡大して、汲み上げ口22aを槽内底部に滞留しているpHの高い水の層からできるだけ離す必要はない。したがって、槽内に残留する水の量を大幅に低減することができ、槽内の水を有効利用することができる。   In addition, by providing the weir body 73 at the bottom B of the tank, the distance A between the bottom of the tank and the pumping port 22a of the water supply pipe 22 is increased as in the prior art (see FIG. 9). It is not necessary to separate as much as possible from the high-pH water layer staying at the bottom of the tank. Therefore, the amount of water remaining in the tank can be greatly reduced, and the water in the tank can be used effectively.

また、槽内底部Bから堰体73の上端部までの高さHが槽内底部Bから給水管69の汲み上げ口69aまでの間隔Cと同じであるため、堰体73の上端部と汲み上げ口69aとが同じ高さになり、これにより、堰体73を備えた貯水槽41の槽内に残留する水の量と堰体73を備えていない貯水槽41の槽内に残留する水の量とが同じになり、堰体73を備えた貯水槽41から給水される給水量が堰体73を備えていない貯水槽41から給水される給水量と同じになる。   Further, since the height H from the tank bottom B to the upper end of the weir body 73 is the same as the distance C from the tank bottom B to the pumping port 69a of the water supply pipe 69, the upper end of the weir 73 and the pumping port 69a becomes the same height, thereby the amount of water remaining in the tank 41 of the water storage tank 41 provided with the weir body 73 and the amount of water remaining in the tank of the water storage tank 41 not provided with the weir body 73 And the water supply amount supplied from the water storage tank 41 provided with the weir body 73 is the same as the water supply amount supplied from the water storage tank 41 not provided with the weir body 73.

また、消火活動を行う場合には、消火ポンプ等の消火装置の吸入口を消防用採水口63,64の少なくとも片方に接続し、消火装置を接続した補修弁61,62を開放した後、消火装置を作動させる。これにより、槽本体43内の水が消防用導水管59,60と短管57,58を通って消火装置に供給される。   When performing fire extinguishing activities, connect the suction port of a fire extinguishing device such as a fire extinguishing pump to at least one of the water sampling ports 63 and 64 for fire fighting, open the repair valves 61 and 62 connected to the fire extinguishing device, and then extinguish the fire. Activate the device. Thereby, the water in the tank main body 43 is supplied to the fire extinguishing apparatus through the water conduits 59 and 60 for fire fighting and the short pipes 57 and 58.

上記第1の実施の形態では、図2の仮想線で示すように、接続されたエンジンポンプ84と給水スタンド85とからなる動力式の給水装置86を給水ホース83で給水口71に接続したが、第2の実施の形態として、ウィングポンプからなる手動式の給水装置を給水ホース83で給水口71に接続してもよい。   In the first embodiment, as shown by the phantom line in FIG. 2, the power supply water supply device 86 composed of the connected engine pump 84 and the water supply stand 85 is connected to the water supply port 71 by the water supply hose 83. As a second embodiment, a manual water supply device including a wing pump may be connected to the water supply port 71 by a water supply hose 83.

尚、各実施の形態では、図6に示すように、堰体73に囲まれた下部領域74内においても、槽本体43の内面はモルタル45で被覆されているが、下部領域74の面積は非常に狭いので、下部領域74内のモルタル45から析出するアルカリ分は全体に比べて非常に微量であり、給水上問題にならない。   In each embodiment, as shown in FIG. 6, the inner surface of the tank body 43 is covered with the mortar 45 even in the lower region 74 surrounded by the weir body 73, but the area of the lower region 74 is Since it is very narrow, the alkali content deposited from the mortar 45 in the lower region 74 is very small compared to the whole, and does not cause a problem in water supply.

また、各実施の形態では、水のpHを上昇させる成分(アルカリ分)を発生する可能性のある防食材の一例としてモルタル45を挙げたが、モルタル45に限定されるものではない。また、水のpHを中性から低下させる成分を発生する可能性のある防食材であってもよい。   Moreover, in each embodiment, although the mortar 45 was mentioned as an example of the anticorrosion material which may generate | occur | produce the component (alkali content) which raises the pH of water, it is not limited to the mortar 45. Moreover, the anticorrosive which may generate | occur | produce the component which reduces the pH of water from neutrality may be sufficient.

本発明の実施の形態における貯水槽の平面図である。It is a top view of the water tank in the embodiment of the present invention. 同、貯水槽の縦断面図である。It is a longitudinal cross-sectional view of a water tank same as the above. 同、貯水槽の給水部と流出部との拡大図である。It is an enlarged view of the water supply part and outflow part of a water tank same as the above. 同、貯水槽の給水部と消防用導水部との拡大図である。It is an enlarged view of the water supply part of a water tank and a fire water guide part. 図3におけるX−X矢視図である。It is a XX arrow line view in FIG. 同、貯水槽の給水管の汲み上げ口と堰体との拡大断面図である。It is an expanded sectional view of the pumping-up mouth of the water supply pipe of a water tank, and a weir body. 従来の貯水槽の平面図である。It is a top view of the conventional water tank. 図7におけるX−X矢視図である。It is a XX arrow line view in FIG. 同、貯水槽の給水管の汲み上げ口とその下方領域との拡大図である。It is an enlarged view of the pumping-up port of the water supply pipe of a water tank, and its lower area | region.

符号の説明Explanation of symbols

41 貯水槽
42 配水管
45 モルタル(防食材)
51 給水部
69 給水管
69a 汲み上げ口
73 堰体
74 下方領域
B 槽内底部
C 槽内底部から給水管の汲み上げ口までの間隔
H 槽内底部から堰体の上端部までの高さ
41 Water storage tank 42 Water distribution pipe 45 Mortar (corrosion protection material)
51 Water supply part 69 Water supply pipe 69a Pumping port 73 Weir body 74 Lower area B Bottom part of tank C Distance from bottom part of tank to pumping port of water pipe H Height from bottom part of tank to upper end part of weir body

Claims (3)

配水管に接続され且つpHを変化させる成分を発生する可能性のある防食材が内面に被覆された貯水槽であって、
槽内の水を外部へ給水するための給水部が備えられ、
給水部は槽内に設けられて槽内底部に向かって延びる給水管を有し、
槽内底部に、給水管の下端に形成された汲み上げ口の下方領域を周囲から囲むように堰体が設けられていることを特徴とする貯水槽。
A water tank with an inner surface coated with an anticorrosive material connected to a water pipe and capable of generating a component that changes pH,
A water supply unit is provided to supply the water in the tank to the outside.
The water supply unit has a water supply pipe provided in the tank and extending toward the bottom of the tank,
A water storage tank, wherein a weir body is provided at the bottom of the tank so as to surround a lower region of a pumping port formed at a lower end of a water supply pipe from the periphery.
槽内底部から堰体の上端部までの高さが槽内底部から給水管の汲み上げ口までの間隔と同じであることを特徴とする請求項1記載の貯水槽。 The water storage tank according to claim 1, wherein the height from the bottom of the tank to the upper end of the weir body is the same as the distance from the bottom of the tank to the pumping port of the water supply pipe. 平常時には、配水管の一部として配水管内の水が槽内に通水され、緊急時には、配水管と槽との接続が遮断されることを特徴とする請求項1又は請求項2記載の貯水槽。 3. The water storage according to claim 1 or 2, wherein water in the water distribution pipe is passed through the tank as a part of the water distribution pipe in normal times, and the connection between the water distribution pipe and the tank is cut off in an emergency. Tank.
JP2008306933A 2008-12-02 2008-12-02 Water storage tank Pending JP2010133077A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2008306933A JP2010133077A (en) 2008-12-02 2008-12-02 Water storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2008306933A JP2010133077A (en) 2008-12-02 2008-12-02 Water storage tank

Publications (1)

Publication Number Publication Date
JP2010133077A true JP2010133077A (en) 2010-06-17

Family

ID=42344609

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2008306933A Pending JP2010133077A (en) 2008-12-02 2008-12-02 Water storage tank

Country Status (1)

Country Link
JP (1) JP2010133077A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102888880A (en) * 2012-10-18 2013-01-23 上海祥企供水设备厂 Filter-type automatic water compensating pot
JP2013060725A (en) * 2011-09-12 2013-04-04 Jfe Engineering Corp Emergency power supply and water supply system for building/condominium
JP2013130037A (en) * 2011-12-22 2013-07-04 Swing Corp Water tank with water supply device accessible from vehicle
CN103774722A (en) * 2014-02-27 2014-05-07 王踵先 Stacked assembled water tank and assembly method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63104894U (en) * 1986-12-24 1988-07-07
JPS63181667U (en) * 1987-05-14 1988-11-24
JPH0681379A (en) * 1992-09-03 1994-03-22 Kubota Corp Water storage tank
JP2004321960A (en) * 2003-04-25 2004-11-18 National Institute For Rural Engineering Cleaning facility and cleaning method of closed water area, such as pool

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63104894U (en) * 1986-12-24 1988-07-07
JPS63181667U (en) * 1987-05-14 1988-11-24
JPH0681379A (en) * 1992-09-03 1994-03-22 Kubota Corp Water storage tank
JP2004321960A (en) * 2003-04-25 2004-11-18 National Institute For Rural Engineering Cleaning facility and cleaning method of closed water area, such as pool

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013060725A (en) * 2011-09-12 2013-04-04 Jfe Engineering Corp Emergency power supply and water supply system for building/condominium
JP2013130037A (en) * 2011-12-22 2013-07-04 Swing Corp Water tank with water supply device accessible from vehicle
CN102888880A (en) * 2012-10-18 2013-01-23 上海祥企供水设备厂 Filter-type automatic water compensating pot
CN103774722A (en) * 2014-02-27 2014-05-07 王踵先 Stacked assembled water tank and assembly method thereof
CN103774722B (en) * 2014-02-27 2015-05-20 王踵先 Stacked assembled water tank and assembly method thereof

Similar Documents

Publication Publication Date Title
JP2010133077A (en) Water storage tank
JP2004528958A5 (en)
EA201270027A1 (en) SEPARATION TANK FOR SEPARATION OF OIL AND GAS FROM WATER
US8210203B2 (en) Aspirator for a shower fitting
MX2009003672A (en) Wet barrel fire hydrant system with second valve.
JP2008208582A (en) Hot and cold water mixing valves for water combination faucet
CN105036309B (en) A kind of non-blocking aeration system gas and water separator
JP2010213825A (en) Fire extinguishing system
US9234334B2 (en) Pressure tank
CA2685803C (en) Pressure tank
CN108261889B (en) Waste gas treatment spraying system easy to maintain
CN105036376B (en) A kind of anti-blocking method of aerating system and a kind of non-blocking aeration system
JP5378101B2 (en) Float type drain trap
JP4949864B2 (en) Sprinkler piping header, sprinkler fire extinguisher
JP4570455B2 (en) Chip discharge method used when cutting or drilling existing fluid pipes
CN205400155U (en) Adjustable admission port of swimming pool direct -burried type pool wall
KR101395826B1 (en) Combination sprinkler system and water supply
JP6470138B2 (en) Water storage tank
JP5025413B2 (en) Waterstop sealing device
CN107503413A (en) A kind of one-in-and-two-out magnetic valve
CN107620359A (en) A kind of toilet flushing device and toilet seat
JP2011056108A (en) Joint for inspection
KR20230165629A (en) Air vent valve system
JP2008188416A (en) Sprinkler piping member and sprinkler fire fighting apparatus
KR20160118718A (en) Angle valve with embedded pressure reducing valve

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20110921

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20121023

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20130430

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20130903