JPH0563391B2 - - Google Patents

Info

Publication number
JPH0563391B2
JPH0563391B2 JP63213414A JP21341488A JPH0563391B2 JP H0563391 B2 JPH0563391 B2 JP H0563391B2 JP 63213414 A JP63213414 A JP 63213414A JP 21341488 A JP21341488 A JP 21341488A JP H0563391 B2 JPH0563391 B2 JP H0563391B2
Authority
JP
Japan
Prior art keywords
water
water supply
supply pipe
tank
auxiliary
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
JP63213414A
Other languages
Japanese (ja)
Other versions
JPH0272084A (en
Inventor
Nobuo Matsuhisa
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.)
MORIMATSU KOGYO KK
Original Assignee
MORIMATSU KOGYO KK
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 MORIMATSU KOGYO KK filed Critical MORIMATSU KOGYO KK
Priority to JP63213414A priority Critical patent/JPH0272084A/en
Publication of JPH0272084A publication Critical patent/JPH0272084A/en
Publication of JPH0563391B2 publication Critical patent/JPH0563391B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は貯水タンクに関するものである。[Detailed description of the invention] (Industrial application field) The present invention relates to a water storage tank.

(従来の技術) 従来、貯水タンクには鉄製又は合成樹脂製のタ
ンクが使用されていた。しかし、衛生上、耐火上
及び耐震強度の観点により最近はステンレス製の
タンクが多く使用されつつある。しかし、貯水タ
ンク内に水道水を給水した場合に、水の放出にと
もなつてその水に含まれた滅菌用の塩素が遊離し
てガス化し、その塩素ガスがタンク内の水面より
上方の空間に漂う。一方、タンク内の空気部内外
の温度差により結露し、このため水滴内に前記の
塩素ガスが容易に溶解される。
(Prior Art) Conventionally, tanks made of iron or synthetic resin have been used as water storage tanks. However, from the viewpoint of hygiene, fire resistance, and earthquake resistance, stainless steel tanks are increasingly being used these days. However, when tap water is supplied into a water storage tank, the sterilizing chlorine contained in the water is liberated and gasified as the water is released, and the chlorine gas is released into the space above the water level in the tank. Floating in the air. On the other hand, dew condensation occurs due to the temperature difference between the inside and outside of the air section in the tank, and therefore the chlorine gas is easily dissolved in the water droplets.

そして、外気温の上昇等により前記の水滴が蒸
発し、また度重なる水の放出にともない水滴に塩
素ガスが連続的に溶解して、水滴内の塩素が次第
に濃縮される。そのため、水滴が酸化作用を呈し
貯水タンクはステンルス製といえども腐蝕され
る。特に、近年は上水道の水質悪化にともない滅
菌用の塩素の溶解量が増えているため、このよう
な腐蝕が一層顕著である。
Then, the water droplets evaporate due to a rise in outside temperature, etc., and as water is repeatedly discharged, chlorine gas is continuously dissolved in the water droplets, and the chlorine in the water droplets is gradually concentrated. As a result, the water droplets exhibit an oxidizing effect, and the water storage tank corrodes even though it is made of stainless steel. In particular, in recent years, as the water quality of tap water has deteriorated, the amount of dissolved chlorine for sterilization has increased, so such corrosion has become even more noticeable.

このため、タンク本体自体の腐蝕を防止するた
めに、例えばタンク本体の上部に補助タンクを設
け、前記両タンクにはそれぞれ水供給管と水位調
整装置とを設けたものが提案されている(実公昭
56−17583号)。
Therefore, in order to prevent corrosion of the tank body itself, it has been proposed that, for example, an auxiliary tank is provided above the tank body, and each tank is provided with a water supply pipe and a water level adjustment device (in practice). Kimiaki
56-17583).

この貯水タンクにおいては、まずタンク本体に
接続された水供給管から給水が行われる。そし
て、タンク本体内の水位が所定水位に達すると、
同タンク本体に設けられた水位調整装置が作動し
て前記給水が停止される。引き続いて、補助タン
クに接続された水供給管からの給水が行われて、
前記タンク本体内が満たされ、その後、補助タン
ク内への給水が行われる。そして、補助タンク内
における水位が所定水位に達すると水位調整装置
が作動して、その水供給管からの給水が停止され
る。
In this water storage tank, water is first supplied from a water supply pipe connected to the tank body. Then, when the water level inside the tank reaches a predetermined level,
A water level adjustment device provided in the tank body is activated to stop the water supply. Subsequently, water is supplied from the water supply pipe connected to the auxiliary tank,
The tank main body is filled with water, and then water is supplied to the auxiliary tank. Then, when the water level in the auxiliary tank reaches a predetermined water level, the water level adjustment device is activated and water supply from the water supply pipe is stopped.

(発明が解決しようとする問題点) ところが、前記従来の貯水タンクでは、タンク
本体及び補助タンクに接続された各水供給管が同
程度の径に形成されている。この場合、両水供給
管を大径状にすると単位時間当たりの給水量が多
くなり、タンク本体への給水を短時間で行えるも
のの、このタンク本体よりも小型の補助タンク内
への給水を、所定水位となるよう行わせることが
困難である。また、両水供給管を小径状にすると
単位時間当たりの給水量が少なくなり、補助タン
ク内への給水を行いやすくなるものの、タンク本
体内への給水に時間がかかつてしまうという問題
がある。
(Problems to be Solved by the Invention) However, in the conventional water storage tank, the water supply pipes connected to the tank body and the auxiliary tank are formed to have approximately the same diameter. In this case, if both water supply pipes are made large in diameter, the amount of water supplied per unit time will increase, and water can be supplied to the tank body in a short time, but water cannot be supplied to the auxiliary tank, which is smaller than the tank body. It is difficult to maintain the water level at a predetermined level. Further, if both water supply pipes are made small in diameter, the amount of water supplied per unit time will be reduced, and although it becomes easier to supply water into the auxiliary tank, there is a problem in that it takes time to supply water into the tank body.

また、前記従来の貯水タンクはタンク本体と補
助タンクとにそれぞれ水供給管と水位調整装置と
を設けるという構成を採つているので、これらタ
ンク本体及び補助タンクにおける各水供給管と各
水位調整装置とが互いに大きく離間してしまい、
それらの保守点検がしずらい。
In addition, since the conventional water storage tank has a structure in which the tank main body and the auxiliary tank are each provided with a water supply pipe and a water level adjustment device, each water supply pipe and each water level adjustment device in the tank main body and the auxiliary tank are provided. are far apart from each other,
It is difficult to maintain and inspect them.

さらに、タンク本体に接続された水供給管の吐
出口は常に貯留水内に位置するので、サイホン現
象によりタンク内の水が水供給管内を逆流するお
それがあり、その逆流を防止するための手段を別
途設けなければならないという問題があつた。
Furthermore, since the outlet of the water supply pipe connected to the tank body is always located within the stored water, there is a risk that the water in the tank will flow back into the water supply pipe due to a siphon effect, so measures are required to prevent this backflow. There was a problem in that it had to be provided separately.

発明の構成 (問題点を解決するための手段) 本発明は前記問題点を解消するためになされた
ものであつて、第一発明の貯水タンクは、タンク
本体のの上部に対しこれよりも小型の補助タンク
を同タンク本体の内部と連通するように形成し、
その補助タンク内へ副給水管を導入し、同副給水
管には補助タンク内の水位が上部定水位に達した
ときに給水を停止し、それ以下のときに給水お行
う上部水位調整装置を設けるとともに、補助タン
ク内へ主給水管を導入し、同主給水管には水位が
下部定水位に達したときに給水を停止し、それ以
下のときに給水を行う下部水位調整装置を設けた
貯水タンクにおいて、タンク本体の天板を外面及
び内面が中央ほど高くなるように斜状に形成し、
その中央部に前記補助タンクを設けるとともに、
前記副給水管を単位時間当たりの給水量の少ない
小径状とし、前記主給水管は補助タンクの内部を
通つてタンク本体内に導入され、かつ、単位時間
当たりの給水量の多い大径状にし、さらに前記下
部水位調整装置によつて主給水管の開閉を行う主
弁を補助タンク外に設けたことを要旨とする貯水
タンクである。
Structure of the Invention (Means for Solving the Problems) The present invention has been made in order to solve the above problems, and the water storage tank of the first invention has a smaller size than the upper part of the tank body. The auxiliary tank is formed to communicate with the inside of the tank main body,
An auxiliary water supply pipe is introduced into the auxiliary tank, and the auxiliary water supply pipe is equipped with an upper water level adjustment device that stops water supply when the water level in the auxiliary tank reaches the upper fixed water level, and resumes water supply when the water level in the auxiliary tank reaches the fixed upper water level. At the same time, a main water supply pipe was introduced into the auxiliary tank, and the main water supply pipe was equipped with a lower water level adjustment device that stopped water supply when the water level reached the lower fixed water level and resumed water supply when the water level was lower than that. In a water storage tank, the top plate of the tank body is formed in an oblique shape so that the outer and inner surfaces are higher toward the center,
The auxiliary tank is provided in the center thereof, and
The auxiliary water supply pipe has a small diameter that supplies a small amount of water per unit time, and the main water supply pipe has a large diameter that is introduced into the tank body through the interior of the auxiliary tank and that can supply a large amount of water per unit time. This water storage tank is further characterized in that a main valve for opening and closing the main water supply pipe by the lower water level adjusting device is provided outside the auxiliary tank.

また第二発明は前記第一発明の構成にくわえ、
補助タンク内に導入した主給水管をタンク本体側
へ導くとともに、補助タンク内の主給水管には、
同主給水管の内部と補助タンクの上部定水位より
も上方の空間とを連通し、サイホン現像によりタ
ンク内の水が主給水管内を逆流するのを防止する
ためのサイホン破り連通部を設けたことを要旨と
する貯水タンクである。
In addition to the structure of the first invention, the second invention includes:
In addition to leading the main water supply pipe introduced into the auxiliary tank to the tank body side, the main water supply pipe inside the auxiliary tank is
A siphon-breaking communication section was installed to communicate the inside of the main water supply pipe with the space above the upper constant water level of the auxiliary tank, and to prevent the water in the tank from flowing back into the main water supply pipe due to siphon development. This is a water storage tank with the following points in mind.

(作用) 前記構成を採用したことにより、第一発明にお
いて、貯水タンク内の水位が下部定水位以下のと
きには、下部水位調整装置が作動し主弁が開かれ
て主給水管からの給水が行われる。このときには
主給水管が単位時間当たりの給水量の多い大径状
に形成されているので、短時間でタンク本体内を
満たすことが可能である。そして、前記水位が下
部定水位に達すると、下部水位調整装置が作動し
主弁が閉じられて主給水管からの給水が停止され
る。
(Function) By employing the above configuration, in the first invention, when the water level in the water storage tank is below the lower constant water level, the lower water level adjustment device is activated, the main valve is opened, and water is supplied from the main water supply pipe. be exposed. At this time, since the main water supply pipe is formed in a large diameter shape that can supply a large amount of water per unit time, it is possible to fill the tank body in a short time. When the water level reaches the lower constant water level, the lower water level adjusting device is activated, the main valve is closed, and water supply from the main water pipe is stopped.

また、補助タンク内の水位が下部定水位よりも
高くて上部定水位以下のときには、上部水位調整
装置が作動して副給水管からの給水が行われる。
このときには、副給水管が単位時間当たりの給水
量の少ない小径状に形成されているので、補助タ
ンク内における上部定水位までの給水を効率良く
行うことが可能である。そして、前記水位が上部
定水位に達すると、上部水位調整装置が作動して
副給水管からの給水が停止される。
Further, when the water level in the auxiliary tank is higher than the lower constant water level and below the upper constant water level, the upper water level adjustment device is activated and water is supplied from the auxiliary water supply pipe.
At this time, since the auxiliary water supply pipe is formed in a small diameter shape that supplies a small amount of water per unit time, it is possible to efficiently supply water up to the upper constant water level in the auxiliary tank. Then, when the water level reaches the upper constant water level, the upper water level adjustment device is activated and water supply from the sub-water pipe is stopped.

ところで、前記主給水管、下部水位調整装置、
副給水管及び上部水位調整装置はいずれも補助タ
ンクに設けられており、しかも前記主給水管の開
閉を行うための主弁が所タンク外に設けられてい
るので、これらの保守点検を容易に行うことが可
能となる。更に天板が斜状となつているのて当該
部エアー溜り発生することなく、この部分からの
腐蝕が防止される。
By the way, the main water pipe, the lower water level adjustment device,
Both the auxiliary water supply pipe and the upper water level adjustment device are installed in the auxiliary tank, and the main valve for opening and closing the main water supply pipe is installed outside the main tank, making maintenance and inspection of these easy. It becomes possible to do so. Furthermore, since the top plate is slanted, air pockets do not occur in this area, and corrosion from this area is prevented.

また、第二発明においては補助タンク内の主給
水管に、これの内部と補助タンクの上部定水位よ
りも上方の空間とを連通するサイホン破り連通部
を設けたので、前記第一発明の作用に加え、サイ
ホン現象によつてタンク内の水が主給水管内を逆
流することが防止される。
Further, in the second invention, the main water supply pipe in the auxiliary tank is provided with a siphon-breaking communication part that communicates the inside of the main water supply pipe with the space above the upper fixed water level of the auxiliary tank, so that the effect of the first invention is achieved. In addition, the siphon effect prevents water in the tank from flowing back into the main water supply pipe.

(実施例) 以下、本発明を具体化した一実施例を図に従つ
て説明する。
(Example) An example embodying the present invention will be described below with reference to the drawings.

水が貯留されたタンク本体1の天板2は外面及
び内面が中央ほど上方へ高くなるように斜状に形
成され、その中央部には同タンク本体1よりも小
型の補助タンク3が設けられている。この補助タ
ンク3の下部は前記タンク本体1の内部と連通し
ている。
The top plate 2 of the tank body 1 in which water is stored is formed in an oblique shape so that the outer and inner surfaces are higher toward the center, and an auxiliary tank 3 smaller than the tank body 1 is provided at the center. ing. The lower part of this auxiliary tank 3 communicates with the inside of the tank body 1.

前記補助タンク3の上板4には、外部に開口す
る通気管5と蓋6aを有するマンホール6とがそ
れぞれ設けられている。また、補助タンク3の一
方の側板にはタンク本体1の内部へ給水を行うた
めの主給水管7が接続されている。この主給水管
7は単位時間当たりの給水量の多い大径状に形成
されている。前記主給水管7は補助タンク3内へ
導入され、補助タンク3の上板4と平行して対向
する側板近くまで延びて下方へ下り曲げられてお
り、その下端開口部がタンク本体1内における下
限水位である下部定水位Aよりも下に導かれてい
る。
The upper plate 4 of the auxiliary tank 3 is provided with a vent pipe 5 opening to the outside and a manhole 6 having a lid 6a. Further, a main water supply pipe 7 for supplying water to the inside of the tank body 1 is connected to one side plate of the auxiliary tank 3. This main water supply pipe 7 is formed in a large diameter shape that can supply a large amount of water per unit time. The main water supply pipe 7 is introduced into the auxiliary tank 3, extends parallel to the upper plate 4 of the auxiliary tank 3 to near the opposite side plate, and is bent downward, so that its lower end opening is located inside the tank body 1. The water is guided below the lower constant water level A, which is the lower limit water level.

さらに、補助タンク3内の主給水管7の折曲部
分において、同補助タンク3の内面と対応する部
分にはサイホン破り連通部としての複数個の透孔
7aが設けられている。そのため、これらの透孔
7aによつて、主給水管7の内部と補助タンク3
の上限水位である上部定水位よりも上方の空間と
が連通されることになり、サイホン現象によつて
タンク内の水が主給水管7内を逆流した場合に、
この透孔7aからその逆流した水を排出すること
が可能である。また、主給水管7からの給水時に
その水圧により透孔7aから補助タンク3の内面
に対して水を噴出させることができる。なお、補
助タンク3において前記主給水管7が接続された
側板と対向する側板にはオーバーフロー管12が
接続されている。
Furthermore, in the bent portion of the main water supply pipe 7 in the auxiliary tank 3, a plurality of through holes 7a are provided as siphon breaking communication portions in a portion corresponding to the inner surface of the auxiliary tank 3. Therefore, these through holes 7a allow connection between the inside of the main water supply pipe 7 and the auxiliary tank 3.
The tank will communicate with the space above the upper constant water level, which is the upper limit water level of
It is possible to discharge the water that has flowed back through the through hole 7a. Further, when water is supplied from the main water supply pipe 7, the water pressure can cause water to be ejected from the through hole 7a onto the inner surface of the auxiliary tank 3. An overflow pipe 12 is connected to a side plate of the auxiliary tank 3 that faces the side plate to which the main water supply pipe 7 is connected.

前記主給水管7には下部水位調整装置としての
主定位水位弁8が設けられている。この主定位水
位弁8は補助タンク3外の主給水管7に介装され
た主弁8aと、同主弁8aから延び、補助タンク
3の上方から内部へ導入されたバイパス管9と、
そのバイパス管9の内端の吐出口に設けられた子
弁8bと、同子弁8bに取付けられたボールタツ
プ8cとから構成されている。前記バイパス管9
の吐出口は前記上部定位水位より上方に位置する
ように配置されている。
The main water supply pipe 7 is provided with a main positioning water level valve 8 as a lower water level adjusting device. This main fixed water level valve 8 includes a main valve 8a installed in the main water supply pipe 7 outside the auxiliary tank 3, a bypass pipe 9 extending from the main valve 8a and introduced into the auxiliary tank 3 from above,
It consists of a child valve 8b provided at the outlet at the inner end of the bypass pipe 9, and a ball tap 8c attached to the child valve 8b. The bypass pipe 9
The discharge port is located above the upper normal water level.

そして、前記ボールタツプ8cはタンク本体1
内の水位が下部定水位Aよりも低いと、子弁8b
及び8aを開いてバイパス管9及び主給水管7か
らの給水を行わせるようになつている。また、ボ
ールタツプ8cは前記水位が下部定水位Aに達す
ると、子弁8bを閉じてバイパス管9からの給水
を停止させるとともに、その小弁8bの動作に基
づいて主弁8aを閉じて、主給水管7からの給水
を停止させるようになつている。
The ball tap 8c is connected to the tank body 1.
If the water level inside is lower than the lower constant water level A, the child valve 8b
and 8a are opened to allow water to be supplied from the bypass pipe 9 and the main water supply pipe 7. Further, when the water level reaches the lower constant water level A, the ball tap 8c closes the child valve 8b to stop the water supply from the bypass pipe 9, and also closes the main valve 8a based on the operation of the small valve 8b to close the main valve 8a. The water supply from the water supply pipe 7 is stopped.

さらに、前記主給水管7において主弁8aより
も水源側(図の右側)の位置には、前記主給水管
7よりも単位時間当たりの給水量が少ない小径状
に形成された副給水管10が接続されている。こ
の副給水管10は、補助タンク3の上方を迂回し
て同補助タンク3内へ導入され、その内端の吐出
口は前記上部定水位よりも上方にて開口してい
る。
Further, in the main water supply pipe 7, at a position closer to the water source (on the right side in the figure) than the main valve 8a, there is a sub water supply pipe 10 formed in a small diameter shape that supplies less water per unit time than the main water supply pipe 7. is connected. This auxiliary water supply pipe 10 is introduced into the auxiliary tank 3 by detouring above the auxiliary tank 3, and the discharge port at the inner end thereof is opened above the above-mentioned upper constant water level.

前記副給水管10の吐出口には、上部水位調整
装置としての副定位水位弁11が設けられ、その
副定位水位弁11にボールタツプ11aが取付け
られている。そして、前記ボールタツプ11a
は、補助タンク3内の水位が上部定水位B以下の
ときに副定位水位弁11を開いて副給水管10か
らの給水を行わせ、同水位が上部定水位Bに達す
ると副定位水位弁11を閉じて副給水管10から
の給水を停止させるようになつている。
A sub-positioning water level valve 11 as an upper water level adjusting device is provided at the outlet of the sub-water supply pipe 10, and a ball tap 11a is attached to the sub-positioning water level valve 11. And the ball tap 11a
When the water level in the auxiliary tank 3 is below the upper fixed water level B, the sub-regular water level valve 11 is opened to supply water from the auxiliary water supply pipe 10, and when the water level reaches the upper fixed water level B, the sub-regular water level valve 11 is opened. 11 is closed to stop water supply from the auxiliary water supply pipe 10.

次に、前記のように構成された本実施例の作用
及び効果を説明する。
Next, the operation and effect of this embodiment configured as described above will be explained.

タンク本体1内の水位が下部定水位A以下のと
きには、子弁8bの動作に基づいて主弁8aが開
かれ、主給水管7から給水が行われる。この主給
水管7は単位時間当たりの給水量の多い大径状に
形成されているので、短時間でタンク本体1内に
水を満たすことができる。なお、補助タンク3内
における主給水管7には複数個の透孔7aが設け
られているので、前記主供給管7からの給水時に
はその水圧により透孔7aから補助タンク3の内
面に対して水が噴出する。そのため、この水の噴
出により同補助タンク3の内面が洗浄されて腐蝕
が防止される。そして、前記水位が下部定水位A
に達すると主弁8aが閉じられ、主給水管7から
の給水が停止される。
When the water level in the tank body 1 is below the lower constant water level A, the main valve 8a is opened based on the operation of the child valve 8b, and water is supplied from the main water supply pipe 7. Since this main water supply pipe 7 is formed in a large diameter shape that can supply a large amount of water per unit time, it is possible to fill the tank body 1 with water in a short time. The main water supply pipe 7 in the auxiliary tank 3 is provided with a plurality of through holes 7a, so when water is supplied from the main supply pipe 7, the water pressure causes water to flow from the through holes 7a against the inner surface of the auxiliary tank 3. Water gushes out. Therefore, the inner surface of the auxiliary tank 3 is cleaned by this jet of water and corrosion is prevented. Then, the water level is the lower constant water level A
When the water temperature reaches this point, the main valve 8a is closed and the water supply from the main water supply pipe 7 is stopped.

補助タンク3内の水位が下部定水位Aよりも高
くて上部定水位B以下のときには、副定位水位弁
11が開かれ、副給水管10からの給水が行われ
る。この副給水管10は前記主給水管7よりも単
位時間当たりの給水量の少ない小径状に形成され
ているので、少量ずつ給水が行われる。そして、
同補助タンク3内の水位が上部定水位Bに達する
と、副定位水位弁11が閉じられて、副給水管1
0からの給水が停止される。
When the water level in the auxiliary tank 3 is higher than the lower constant water level A and below the upper constant water level B, the auxiliary constant water level valve 11 is opened and water is supplied from the auxiliary water supply pipe 10. Since the auxiliary water supply pipe 10 is formed to have a smaller diameter so that the amount of water supplied per unit time is smaller than that of the main water supply pipe 7, water is supplied little by little. and,
When the water level in the auxiliary tank 3 reaches the upper fixed water level B, the auxiliary fixed water level valve 11 is closed and the auxiliary water supply pipe 1
Water supply from 0 is stopped.

ところで、本実施例では主給水管7がタンク本
体1内の貯留水に浸つているので、給水停止時に
はサイホン現象によつて貯留水がこの主給水管7
内を逆流する。ところが、補助タンク3内におけ
る主給水管7の折曲部分に、同主給水管7の内部
と補助タンク3の上部定水位Bよりも上方の空間
とを連通する複数個の透光7aが設けられている
ため、前記逆流した水はこれらの透孔7aからそ
の空間へ排出される。なお、副給水管10及びバ
イパス管9の吐出口は水面下に没しない構造とな
つているため、これらに逆流が生ずることはな
い。そのため、本実施例では逆流防止弁あるいは
バキユームブレーカー等の逆流防止装置を従来と
異なり設ける必要がない。
By the way, in this embodiment, the main water supply pipe 7 is immersed in the water stored in the tank body 1, so when the water supply is stopped, the stored water flows into the main water pipe 7 due to the siphon phenomenon.
Backflow inside. However, at the bent portion of the main water supply pipe 7 in the auxiliary tank 3, a plurality of transparent lights 7a are provided that communicate the inside of the main water supply pipe 7 with the space above the upper constant water level B of the auxiliary tank 3. Therefore, the water that has flowed back is discharged into the space from these through holes 7a. In addition, since the discharge ports of the sub-water supply pipe 10 and the bypass pipe 9 are constructed so as not to be submerged under the water surface, no backflow occurs in these. Therefore, in this embodiment, there is no need to provide a backflow prevention device such as a backflow prevention valve or a vacuum breaker, unlike in the conventional case.

また、本実施例の貯水タンクにおいては、主給
水管7、副給水管10、主定位水位弁8及び副定
位水位弁11が補助タンク3に集中して設けら
れ、しかもその主給水管7の開閉を行うための主
弁8aが補助タンク3の外方に設けられているの
で、これらは互いに近接することになり保守点検
が容易となる。
Further, in the water storage tank of this embodiment, the main water supply pipe 7, the sub water supply pipe 10, the main fixed water level valve 8, and the sub fixed water level valve 11 are provided concentrated in the auxiliary tank 3, and moreover, the main water supply pipe 7 is Since the main valve 8a for opening and closing is provided outside the auxiliary tank 3, these valves are close to each other, making maintenance and inspection easy.

さらに、主定位水位弁8の単独使用において
は、子弁8bが閉弁してから主弁8aが閉弁する
まで数秒から数十秒の遅れが存在するので、オー
バーフローが生ずることがある。そのため、前記
オーバーフローを避けるために補助タンクもその
ぶんを見込んで大型ものを使用する必要がある
が、この実施例では主定位水位弁8及び副定位水
位弁11の二段構成になつているため、水位調整
は容易となり、従来と異なりオーバーフローの心
配はなく、補助タンク3は小型のもので良い。従
つて、有効水量当たりの使用部材が減少し、低コ
ストを計ることが可能となる。
Furthermore, when the main positioning water level valve 8 is used alone, there is a delay of several seconds to several tens of seconds from when the child valve 8b closes until the main valve 8a closes, so overflow may occur. Therefore, in order to avoid the above-mentioned overflow, it is necessary to use a large auxiliary tank in consideration of this, but in this embodiment, it has a two-stage configuration of the main fixed water level valve 8 and the sub fixed water level valve 11. The water level can be easily adjusted, and there is no need to worry about overflow, unlike in the past, and the auxiliary tank 3 can be small. Therefore, the number of parts used per effective amount of water is reduced, making it possible to reduce costs.

また、貯水タンクにおいて天板がフラツトのも
のでは基礎の状態、溶接歪み等によりタンク本体
にエア溜りを生ずるのでこの部分が腐蝕し易くな
るが、本実施例では天板2の内面が補助タンク3
に向かつて傾斜しているのでエアは補助タンク3
を介して通気管5から外部へ排出される。そのた
め、タンク本体1にエアー溜りが生ずることはな
くタンク本体1の天板2の腐蝕が防止される。
In addition, if a water storage tank has a flat top plate, air will accumulate in the tank body due to the condition of the foundation, welding distortion, etc., making this part prone to corrosion, but in this embodiment, the inner surface of the top plate 2 is
Since the air is slanted towards the auxiliary tank 3
It is discharged to the outside from the ventilation pipe 5 through the vent pipe 5. Therefore, no air pockets are generated in the tank body 1, and corrosion of the top plate 2 of the tank body 1 is prevented.

なお、本実施例では天板2の外面も斜状に形成
されているので、この貯水タンクを屋外に設置し
た場合には雨水を速やかに下方へ流すことができ
る。
In this embodiment, the outer surface of the top plate 2 is also formed in a slanted shape, so that when this water storage tank is installed outdoors, rainwater can quickly flow downward.

本発明は前記実施例に限定されるものではな
く、例えば前記補助タンク3に対し換気扇を設け
ることにより、補助タンク3内の遊離ガス化して
いる塩素ガスを補助タンク外へ強制的に排出して
もよい。そうすれば、補助タンク3に対して悪影
響を与える前記遊離ガス化している塩素ガスが速
やかに外部へ排出され、さらに腐蝕の防止を期待
できる。なお、このとき、配管等により屋外まで
前記塩素ガスを導けば、貯水タンクとともに配置
される機械室、ポンプ室等の他の機器類の腐蝕が
防止される。
The present invention is not limited to the above-mentioned embodiment, and for example, by providing a ventilation fan to the auxiliary tank 3, the free gasified chlorine gas in the auxiliary tank 3 can be forcibly discharged to the outside of the auxiliary tank. Good too. By doing so, the free gasified chlorine gas that has an adverse effect on the auxiliary tank 3 is quickly discharged to the outside, and further corrosion can be expected to be prevented. At this time, if the chlorine gas is led outdoors through piping or the like, corrosion of other equipment such as a machine room and a pump room arranged together with the water storage tank can be prevented.

更に天板2の傾斜は、前記実施例においては中
央程高くなるものについて述べたがこれに限るも
のでなく、一方側が高く他方側が低くなるように
してもよく、要は空気溜りを発生しない傾斜であ
れば目的を達する。
Furthermore, although the slope of the top plate 2 was described in the above embodiment as being higher toward the center, the slope is not limited to this, and it may be higher on one side and lower on the other side. If so, you will achieve your goal.

発明の効果 以上詳述したように第一発明によれば、タンク
本体及び補助タンク内への給水を効率良く行うこ
とができるばかりでなく、主給水管、副給水管、
上部水位調整装置及び下部水位調整装置の保守点
検を容易に行うことができる。又天板が斜状にな
つているので空気溜りの発生がなく、当該部分か
らの腐食を防止することができるという効果が奏
する。
Effects of the Invention As detailed above, according to the first invention, not only can water be efficiently supplied into the tank main body and the auxiliary tank, but also the main water supply pipe, the auxiliary water supply pipe,
Maintenance and inspection of the upper water level adjustment device and the lower water level adjustment device can be easily performed. Furthermore, since the top plate is slanted, there is no formation of air pockets, and corrosion from this part can be prevented.

また、第二発明によれば、第一発明の効果に加
えてサイホン現象によりタンク内の水が主給水管
内を逆流するのを防止でき、逆流防止手段を別途
設ける必要がなくなるという効果を奏する。
Further, according to the second invention, in addition to the effects of the first invention, it is possible to prevent the water in the tank from flowing back into the main water supply pipe due to the siphon phenomenon, and there is an effect that there is no need to separately provide a backflow prevention means.

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

図は本発明を具体化した一実施例の断面図であ
る。 タンク本体……1、補助タンク……3、主給水
管……7、サイホン破り連通部としての透孔……
7a、下部水位調整装置としての主定位水位弁…
…8、主弁……8a、副給水管……10、上部水
位調整装置としての副定位水位弁……11。
The figure is a sectional view of an embodiment embodying the present invention. Tank body...1, Auxiliary tank...3, Main water pipe...7, Through hole as siphon breaking communication part...
7a, Main positioning water level valve as lower water level adjustment device...
...8, Main valve...8a, Sub-water supply pipe...10, Sub-positioning water level valve as an upper water level adjustment device...11.

Claims (1)

【特許請求の範囲】 1 タンク本体の上部に対しこれよりも小型の補
助タンクを同タンク本体の内部と連通するように
形成し、その補助タンク内へ副給水管を導入し、
同副給水管には補助タンク内の水位が上部定水位
に達したときに給水を停止し、それ以下のときに
給水を行う上部水位調整装置を設けるとともに、
補助タンク内へ主給水管を導入し、同主給水管に
は水位が下部定水位に達したときに給水を停止
し、それ以下のときに給水を行う下部水位調整装
置を設けた貯水タンクにおいて、 タンク本体の天板を斜状に形成し、その斜状の
天板に前記補助タンクを設けるとともに、 前記副給水管を単位時間当たりの給水量の少な
い小径状とし、前記主給水管は補助タンクの内部
を通つてタンク本体内に導入され、かつ、単位時
間当たりの給水量の多い大径状にし、さらに前記
下部水位調整装置によつて主給水管の開閉を行う
主弁を補助タンク外に設けたことを特徴とする貯
水タンク。 2 タンク本体の上部に対しこれよりも小型の補
助タンクを同タンク本体の内部と連通するように
形成し、その補助タンク内へ副給水管を導入し、
同副給水管には補助タンク内の水位が上部定水位
に達したときに給水を停止し、それ以下のときに
給水を行う上部水位調整装置を設けるとともに、
補助タンク内へ主給水管を導入し、同主給水管に
は水位が下部定水位に達したときに給水を停止
し、それ以下のときに給水を行う下部水位調整装
置を設けた貯水タンクにおいて、 タンク本体の天板を斜状に形成し、その斜状の
天板に前記補助タンクを設けるとともに、 前記副給水管を単位時間当たりの給水量の少な
い小径状とし、前記主給水管を単位時間当たりの
給水量の多い大径状にするとともに、前記下部水
位調整装置によつて主給水管の開閉を行う主弁を
補助タンク外に設け、さらに補助タンク内に導入
した主給水管をタンク本体側へ導くとともに、補
助タンク内の主給水管には、同主給水管の内部と
補助タンクの上部定水位よりも上方の空間とを連
通し、サイホン現象によりタンク内の水が主給水
管内を逆流するの防止するためのサイホン破り連
通部を設けたことを特徴とする貯水タンク。 3 前記サイホン破り連通部は複数個の透孔であ
る特許請求の範囲第2項に記載の貯水タンク。 4 前記主給水管は補助タンク側面から導入さ
れ、補助タンク上板と平行して対向側面近くまで
延び、下方へ下り曲げられてタンク本体の下部定
水位下に導かれている特許請求の範囲第2項、第
3項に記載の貯水タンク。
[Claims] 1. A smaller auxiliary tank is formed in the upper part of the tank body so as to communicate with the inside of the tank body, and an auxiliary water supply pipe is introduced into the auxiliary tank,
The auxiliary water supply pipe is equipped with an upper water level adjustment device that stops water supply when the water level in the auxiliary tank reaches the upper fixed water level, and resumes water supply when the water level is below that level.
In a water storage tank where a main water supply pipe is introduced into the auxiliary tank, and the main water supply pipe is equipped with a lower water level adjustment device that stops water supply when the water level reaches the lower fixed water level and resumes water supply when the water level is lower than that level. , the top plate of the tank body is formed in a slanted shape, the auxiliary tank is provided on the slanted top plate, the auxiliary water supply pipe is made small in diameter with a small amount of water supplied per unit time, and the main water supply pipe is formed as an auxiliary water supply pipe. The main valve is introduced into the tank body through the inside of the tank and has a large diameter that allows for a large amount of water to be supplied per unit time, and the main valve that opens and closes the main water pipe by the lower water level adjustment device is installed outside the auxiliary tank. A water storage tank characterized by being installed in. 2. A smaller auxiliary tank is formed at the top of the tank body so as to communicate with the inside of the tank body, and a sub-water supply pipe is introduced into the auxiliary tank,
The auxiliary water supply pipe is equipped with an upper water level adjustment device that stops water supply when the water level in the auxiliary tank reaches the upper fixed water level, and resumes water supply when the water level is below that level.
In a water storage tank where a main water supply pipe is introduced into the auxiliary tank, and the main water supply pipe is equipped with a lower water level adjustment device that stops water supply when the water level reaches the lower fixed water level and resumes water supply when the water level is lower than that level. , the top plate of the tank body is formed in a slanted shape, the auxiliary tank is provided on the slanted top plate, the auxiliary water supply pipe has a small diameter that allows for a small amount of water to be supplied per unit time, and the main water supply pipe has a small diameter. In addition to using a large diameter valve that allows for a large amount of water to be supplied per hour, a main valve that opens and closes the main water supply pipe using the lower water level adjustment device is installed outside the auxiliary tank, and the main water supply pipe introduced into the auxiliary tank is connected to the tank. In addition to leading to the main body side, the main water supply pipe in the auxiliary tank communicates the inside of the main water supply pipe with the space above the upper constant water level of the auxiliary tank, and the siphon phenomenon causes water in the tank to flow into the main water supply pipe. A water storage tank characterized by having a siphon-breaking communication part for preventing backflow of water. 3. The water storage tank according to claim 2, wherein the siphon-breaking communication portion is a plurality of through holes. 4. The main water supply pipe is introduced from the side of the auxiliary tank, extends parallel to the top plate of the auxiliary tank to near the opposite side, and is bent downward to be guided below the constant water level of the lower part of the tank body. The water storage tank described in Items 2 and 3.
JP63213414A 1988-08-26 1988-08-26 Water tank Granted JPH0272084A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63213414A JPH0272084A (en) 1988-08-26 1988-08-26 Water tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63213414A JPH0272084A (en) 1988-08-26 1988-08-26 Water tank

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP63213413A Division JPH01111695A (en) 1988-08-26 1988-08-26 Water storage tank

Publications (2)

Publication Number Publication Date
JPH0272084A JPH0272084A (en) 1990-03-12
JPH0563391B2 true JPH0563391B2 (en) 1993-09-10

Family

ID=16638834

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63213414A Granted JPH0272084A (en) 1988-08-26 1988-08-26 Water tank

Country Status (1)

Country Link
JP (1) JPH0272084A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2850278B2 (en) * 1993-12-24 1999-01-27 株式会社佐山製作所 Water supply unit
JP4767875B2 (en) * 2007-02-15 2011-09-07 リンナイ株式会社 Pilot type on-off valve
CN106241095A (en) * 2016-08-30 2016-12-21 安庆三维电器有限公司 A kind of vehicle-mounted Large Copacity water tank
CN113216328B (en) * 2021-05-14 2022-09-30 浙江利欧水务科技有限公司 Municipal administration secondary water supply equipment

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53135011A (en) * 1977-04-28 1978-11-25 Tokyo Tatsuno Kk Oiling device
JPS5617583U (en) * 1979-07-18 1981-02-16

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53135011A (en) * 1977-04-28 1978-11-25 Tokyo Tatsuno Kk Oiling device
JPS5617583U (en) * 1979-07-18 1981-02-16

Also Published As

Publication number Publication date
JPH0272084A (en) 1990-03-12

Similar Documents

Publication Publication Date Title
JP4460774B2 (en) Ball check valve
JPH0563391B2 (en)
KR101972106B1 (en) Water storage tank of the quality of water improvementsystem which uses a hydraulic pressure
JPH01111695A (en) Water storage tank
JP4417280B2 (en) Drainage drainage equipment
CA2362312A1 (en) Automatic flush valve
JP2000170939A (en) Air vent valve and piping structure provided with air vent valve
US640497A (en) Cock and faucet and means for diminishing waste therefrom.
JPS5813176A (en) Automatic operation device for pump
JPS61165552A (en) Hot water suplier of solar heat hto water apparatus
JPH0338151Y2 (en)
JPH06193104A (en) Water supply equipment
KR102421782B1 (en) Water container for camping
JPS5820296A (en) Air sprinkler for agitating and aerating liquid
CA1102501A (en) Toilet tank with integral inlet valve
JPS6222673B2 (en)
JPS6139112Y2 (en)
JPH0571733B2 (en)
JPS61122339A (en) Apparatus for washing toilet bowl
KR200327577Y1 (en) Inhalation discharge valve
JPS621117Y2 (en)
GB2270361A (en) Valve float with sealing hull and weighted keel
JP3023926U (en) Water faucet
US274214A (en) Water-closet cistern
KR20000024293A (en) Gas removal device of cooling and heating pipe

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees