JPS5931811Y2 - Elevated water tank - Google Patents
Elevated water tankInfo
- Publication number
- JPS5931811Y2 JPS5931811Y2 JP11209079U JP11209079U JPS5931811Y2 JP S5931811 Y2 JPS5931811 Y2 JP S5931811Y2 JP 11209079 U JP11209079 U JP 11209079U JP 11209079 U JP11209079 U JP 11209079U JP S5931811 Y2 JPS5931811 Y2 JP S5931811Y2
- Authority
- JP
- Japan
- Prior art keywords
- tank
- water tank
- water
- level
- elevated water
- 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
Links
Landscapes
- Control Of Non-Electrical Variables (AREA)
Description
【考案の詳細な説明】
この考案はビルの給水設備として屋上に設置される高置
水槽に関するもので、その目的は特に二段式にし、構造
上、施工上およびコスト面において従来にない優れたも
のを提供することにある。[Detailed explanation of the invention] This invention relates to an elevated water tank installed on the roof as a building water supply system.The purpose of this invention is to make it a two-tiered tank, which is superior in terms of structure, construction, and cost. It's about providing something.
従来より、高層マンション等の給水設備として屋上に設
置する高置水槽は重力式による加圧方式を採用している
ので、最上階の水圧を保つためには(必要木頭圧高さ:
H)屋上に直下に水槽を設置することができず、第3図
に示すように架台を作ってその上に水槽を載設する例が
一般的であった。Conventionally, elevated water tanks installed on rooftops as water supply equipment for high-rise condominiums, etc., have adopted a gravity pressurization system, so in order to maintain water pressure on the top floor (required pressure height:
H) It was not possible to install an aquarium directly under the roof, so it was common to build a pedestal and place the aquarium on it, as shown in Figure 3.
したがって架台の上にビル全体としての容量を有する大
きな水槽を設けなければならなかった。Therefore, a large water tank with the capacity of the entire building had to be installed on top of the pedestal.
そしてそのために架台が構造的にも大かがりのものとな
り、それの占める面積も広くならざるを得ない等の難点
があった。For this reason, the frame had to be structurally large, and the area it occupied had to be large.
この考案は前記従来の難点を解消するために創案された
ものであり、以下、図示した実施例に基いて説明する。This invention was devised to solve the above-mentioned conventional problems, and will be explained below based on the illustrated embodiment.
1は上段槽を示し、2は下段槽を示すもので、水圧、自
重に耐え、耐久性、耐震性を考慮した鋼板もしくはそれ
以外の材料で単板製で充分満足できるものであり、必要
に応じて内面あるい外面に補強材を入れてなり、上、下
段一体的に形成されたものである。1 indicates the upper tank, and 2 indicates the lower tank.The tank is made of steel plate or other material that can withstand water pressure and its own weight, and is made of a single plate of other material that satisfies the needs. Depending on the case, reinforcing material is inserted into the inner or outer surface, and the upper and lower sections are integrally formed.
これら上段槽1と下段槽2間は連絡管3により連通され
、この連絡管3は上段槽1において所定の高さを保持し
ている。The upper tank 1 and the lower tank 2 are communicated with each other by a communication pipe 3, and the communication pipe 3 maintains a predetermined height in the upper tank 1.
また上段槽内1の上部には、下方に設置された揚水ポン
プ4に連通した揚水管5の先端部が挿設されている。Further, in the upper part of the upper tank 1, a distal end portion of a water pump 5 is inserted, which communicates with a water pump 4 installed below.
さらに上段槽内1には上部より3本の制御電極棒6,7
.8が垂下されている。In addition, three control electrode rods 6, 7 are placed in the upper tank 1 from the top.
.. 8 is hanging down.
そして制御電極棒6はその下端部を槽内の下部に位置せ
しめ、(レベル:ao)、制御棒7の下端部は槽内の中
間部に位置しくレベル:al)、制御棒8の下端部は前
記連絡管3の上端部と同一レベルの槽内上部(レベル:
a2)に設けられている。The lower end of the control electrode rod 6 is located in the lower part of the tank (level: ao), the lower end of the control rod 7 is located in the middle part of the tank (level: al), and the lower end of the control rod 8 is located in the middle part of the tank (level: ao). is the upper part of the tank at the same level as the upper end of the connecting pipe 3 (level:
a2).
一方、下段槽内2には上部より3本の水面制御用電極棒
9,10,11.12が垂下されている。On the other hand, in the lower tank 2, three water level control electrode rods 9, 10, 11, and 12 are suspended from the upper part.
そして電極棒9は、その下端部を槽内の下部に位置せし
め(レベル:b。The lower end of the electrode rod 9 is positioned at the lower part of the tank (level: b).
)、電極棒10の下端部は槽内の中間部に位置しくレベ
ル:bl)、電極棒11の下端部は槽内の上部に位置し
くレベル:b2)、電極棒12の下端部は槽内のさらに
上部に位置しくレベル:b3)このレベルは前記連絡管
3の下端部と同一レベルに設けられている。), the lower end of the electrode rod 10 is located in the middle part of the tank (level: bl), the lower end of the electrode rod 11 is located in the upper part of the tank (level: b2), the lower end of the electrode rod 12 is located in the tank A level located further above: b3) This level is provided at the same level as the lower end of the communication pipe 3.
また下段槽2の一周側面には電極棒12と略同−レベル
にオーバーフローのための吐水口13が設けられている
。Further, a spout 13 for overflow is provided on one side of the lower tank 2 at approximately the same level as the electrode rod 12 .
この考案は以上述べた構成からなり、使用に際してはま
ず下段槽2の水位がb1以下になれば揚水ポンプ4が起
動し上段槽1に注水され、上段槽1の満水レベル以上に
なるとオーバーフローの形で連絡管3を通り下段槽2に
給水し、下段槽2が満水になればb2レベルで揚水ポン
プ4は停止する。This device has the above-mentioned configuration, and when in use, first, when the water level in the lower tank 2 falls below b1, the pump 4 is started and water is injected into the upper tank 1, and when the water level reaches the full level of the upper tank 1 or higher, an overflow occurs. Water is supplied to the lower tank 2 through the connecting pipe 3, and when the lower tank 2 becomes full, the water pump 4 stops at the b2 level.
次に上段槽1の水位が31以上になれば揚水ポンプ4が
起動し上段槽1に注水され、上段槽1が満水となればオ
ーバーフローの形で連絡管3を通り下段槽2に給水され
、b2の水位になれば揚水ポンプ4は停止して給水が終
る。Next, when the water level in the upper tank 1 reaches 31 or higher, the water pump 4 is started and water is poured into the upper tank 1, and when the upper tank 1 is full, water is supplied to the lower tank 2 through the connecting pipe 3 in the form of an overflow. When the water level reaches b2, the water pump 4 stops and water supply ends.
万が−、揚水ポンプ4が停止しなかった場合はレベルb
3の満限警報が働き、それ以上になればオーバーフロー
の形として吐出口13より吐水する。In the unlikely event that water pump 4 does not stop, level B
3 full limit alarm is activated, and if it exceeds the limit, water is spouted from the discharge port 13 as a form of overflow.
このように自動的に操作されて、第2図に示すように上
段槽1は上層階部分を給水し、下段槽2は下層階部分を
給水するものである。By being automatically operated in this manner, the upper tank 1 supplies water to the upper floor, and the lower tank 2 supplies water to the lower floor, as shown in FIG.
以上、この考案はビルの給水設備の重力式給水システム
に使用される屋上設置の高置水槽を二段になしたもので
あり、上段水槽は高い位置に形成されているためビルの
上層階において給水のための必要な水圧を保つことがで
き、下段水槽はそれ以外の下層階のための給水用とし、
両者を一体化したことにより、(イ)水圧を得るために
設ける従来方式の架台が不用である、(ロ)従来の水槽
に比較して専有面積が小さくなる、(ハ)美観上スマー
トになりテ゛ザインが容易になる、(ニ)架台を組む手
間が省は施工が簡略化される、(ホ)施工上安全性が期
待される、(へ)定期的に槽内を清掃する場合、交互に
清掃できるので断水がない、(ト)従来方式より施工費
が安価である、等の多くの利点を有するものであ・る。As mentioned above, this idea is a two-tiered elevated water tank installed on the rooftop used in the gravity water supply system of building water supply equipment, and since the upper water tank is located at a high position, it can be used on the upper floors of the building. The required water pressure for water supply can be maintained, and the lower water tank is used for water supply for the other lower floors.
By integrating the two, (a) there is no need for the conventional mount installed to obtain water pressure, (b) the area occupied is smaller than that of a conventional aquarium, and (c) it is aesthetically sleek. (d) Construction is simplified by saving the trouble of assembling the frame, (e) Construction safety is expected, (f) When cleaning the inside of the tank regularly, It has many advantages, such as being easy to clean so there is no water outage, and (g) construction costs are lower than conventional methods.
図面はこの考案の実施例を示したもので、第1図は縦断
面図、第2図は給水系統を示す概念図であり、第3図は
その従来例を示す概念図である。
1・・・・・・上段槽、2・・・・・・下段槽、3・・
・・・・連絡管、4・・・・・・揚水ポンプ、5・・・
・・・揚水管、6,7,8,9,10,11.12・・
・・・・制御電極棒、13・・・・・・吐水口。The drawings show an embodiment of this invention; FIG. 1 is a longitudinal sectional view, FIG. 2 is a conceptual diagram showing a water supply system, and FIG. 3 is a conceptual diagram showing a conventional example thereof. 1... Upper tank, 2... Lower tank, 3...
...Connecting pipe, 4... Lifting pump, 5...
... Lifting pipe, 6, 7, 8, 9, 10, 11.12...
...Control electrode rod, 13...Water outlet.
Claims (1)
段水槽は揚水管を介して揚水ポンプに連通し、上段水槽
と下段水槽間は内部において連結管により連通し、かつ
、上段水槽、下段水槽の各々には内部に自動給水のため
の制御用電極棒を設けてなる高置水槽。In a configuration in which an upper water tank and a lower water tank are integrally provided, the upper water tank is connected to a water pump via a water pump, the upper water tank and the lower water tank are communicated internally through a connecting pipe, and the upper water tank and the lower water tank are Each is an elevated water tank with a control electrode rod installed inside for automatic water supply.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11209079U JPS5931811Y2 (en) | 1979-08-15 | 1979-08-15 | Elevated water tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11209079U JPS5931811Y2 (en) | 1979-08-15 | 1979-08-15 | Elevated water tank |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5630276U JPS5630276U (en) | 1981-03-24 |
JPS5931811Y2 true JPS5931811Y2 (en) | 1984-09-07 |
Family
ID=29344496
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11209079U Expired JPS5931811Y2 (en) | 1979-08-15 | 1979-08-15 | Elevated water tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5931811Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6022929U (en) * | 1983-07-23 | 1985-02-16 | ニツスイ工業株式会社 | Beverage container with straw |
JPS60150943U (en) * | 1984-03-21 | 1985-10-07 | 出島 正男 | oil supply equipment |
-
1979
- 1979-08-15 JP JP11209079U patent/JPS5931811Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS5630276U (en) | 1981-03-24 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPS5931811Y2 (en) | Elevated water tank | |
DE1921820C3 (en) | Prefabricated wet room cell that can be used in a shell, e.g. bathroom, toilet or the like | |
CN214329176U (en) | Municipal administration water supply and drainage pipeline connection structure | |
GB2321926A (en) | Water storage apparatus | |
CN213508568U (en) | Prevent ponding and synthesize and mix earth piping lane structure | |
CN113863661A (en) | Construction method based on recyclable post-cast strip independent supporting unit | |
CN113898196B (en) | Concrete stand maintenance cover and concrete stand maintenance system | |
CN214615417U (en) | Early-dismantling supporting device for constructional engineering | |
CN211849750U (en) | Square combined fire water tank | |
CN210002784U (en) | wooden floor convenient to disassemble | |
CN218264934U (en) | Aluminum mold supporting assembly for building hollow floor | |
CN207991573U (en) | A kind of convenient thermometer screen of disassembly and installation | |
CN211155611U (en) | Novel water storage mop | |
CN218112689U (en) | Can dismantle waterlogging caused by excessive rainfall shallow | |
US5207903A (en) | Filter stand assembly | |
CN1544766A (en) | Method and apparatus for directly utilizing roofing rain-water for domestic use | |
CN218589796U (en) | Water passing device for efficient separation and filtration | |
CN221014286U (en) | Fireproof steel structure | |
CN220440070U (en) | Open-type water purifier ground plug capable of being mounted flat | |
CN210367107U (en) | Floating ball self-control reservoir bottom sewage and clear water transition box | |
CN214987649U (en) | Prevent blockking up mortar storage jar | |
JPH0123634B2 (en) | ||
JPH0232630Y2 (en) | ||
CN216007553U (en) | Water-stopping cushion block for reinforced concrete floor | |
CN217759909U (en) | Large-diameter circular space structure is with no wall spare socket joint type dish knot formula scaffold frame |