JP2001002183A - Condensed water drain structure for diaphragm tank - Google Patents

Condensed water drain structure for diaphragm tank

Info

Publication number
JP2001002183A
JP2001002183A JP11176785A JP17678599A JP2001002183A JP 2001002183 A JP2001002183 A JP 2001002183A JP 11176785 A JP11176785 A JP 11176785A JP 17678599 A JP17678599 A JP 17678599A JP 2001002183 A JP2001002183 A JP 2001002183A
Authority
JP
Japan
Prior art keywords
diaphragm
tank
gas layer
pit
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.)
Granted
Application number
JP11176785A
Other languages
Japanese (ja)
Other versions
JP4186142B2 (en
Inventor
Koji Ishii
宏治 石井
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.)
Ishii Iron Works Co Ltd
Original Assignee
Ishii Iron Works Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ishii Iron Works Co Ltd filed Critical Ishii Iron Works Co Ltd
Priority to JP17678599A priority Critical patent/JP4186142B2/en
Publication of JP2001002183A publication Critical patent/JP2001002183A/en
Application granted granted Critical
Publication of JP4186142B2 publication Critical patent/JP4186142B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a condensed water drain structure for draining condensed water remaining on the upper face of a recess of a diaphragm to the outside of a tank or the lower section of the diaphragm. SOLUTION: A diaphragm tank is provided with a diaphragm 9 so cross spread as to part an air layer section 7A into the upper and the lower and provided in tension on the air layer section 7A above a storage liquid in the tank storing a liquid storing dissolved corrosive gas, and the tank is provided with an opening 11 running through a recess of the diaphragm 9, a pit 12 connected with the lower end of the opening 11 and also a drain pipe 13 running from the pit 12 to the outside of the tank through the inside of a lower air layer 7B.

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、腐食性ガスを溶
存した液体を貯蔵するタンクの気層部を上下に仕切る如
く張設した横隔膜の上部に滞留する結露水を排出する構
造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for discharging condensed water staying at an upper portion of a diaphragm stretched so as to vertically separate a gas layer of a tank storing a liquid in which corrosive gas is dissolved. .

【0002】[0002]

【従来の技術】腐食性ガスを溶存した液体、例えば滅菌
用塩素ガスを溶存した上水道水などの液体を貯蔵する鋼
製或いはコンクリート製のタンクに、タンク内の貯蔵液
体上方の気層部を上下に仕切る如く横断展開させた横隔
膜を張設した横隔膜タンクに関する発明には、本出願人
に係る特願平11−113145号の発明及び特願平1
1−113148号の発明がある。
2. Description of the Related Art A steel or concrete tank for storing a liquid in which corrosive gas is dissolved, for example, tap water in which chlorine gas for sterilization is dissolved, raises and lowers a gas layer above the stored liquid in the tank. Japanese Patent Application No. 11-113145 and Japanese Patent Application No. Hei 11-113145, which are related to the present applicant, relate to a diaphragm tank in which a diaphragm which is transversely expanded so as to be partitioned is stretched.
There is an invention of 1-113148.

【0003】従来技術の事例として、本出願人に係る特
願平11−113145号の横隔膜タンクを例にして図
5を参照しながら詳述する。図5のように、横隔膜タン
クは、平面円形の底壁21と、その周縁近傍部に立設す
る円筒形の側壁22と、その上部を覆うドーム形状の屋
根23と、その下方内部を上下に仕切る如く張設した横
隔膜29とから形成されている。この横隔膜タンクの横
隔膜29は、その周縁をタンク側壁22内面の取付部2
8に固着して懸垂線曲線のカテナリー状に張設され、貯
蔵液体26上方の気層部27を、上部気層部27Aと下
部気層部27Bとに仕切っている。
As an example of the prior art, the diaphragm tank of Japanese Patent Application No. 11-113145 of the present applicant will be described in detail with reference to FIG. As shown in FIG. 5, the diaphragm tank has a flat bottom wall 21, a cylindrical side wall 22 erected near the periphery thereof, a dome-shaped roof 23 covering the upper part thereof, and a vertically lower inner part. And a diaphragm 29 stretched so as to partition. The diaphragm 29 of the diaphragm tank has its peripheral edge attached to the mounting portion 2 on the inner surface of the tank side wall 22.
8, the gas layer 27 above the storage liquid 26 is divided into an upper gas layer 27A and a lower gas layer 27B.

【0004】このように、気層部27を横隔膜29で仕
切って、貯蔵液体26からの腐食性ガス及び蒸気が上部
気層部27Aに侵入しないようにして、屋根23及び側
壁22の内面が腐食性ガス及び蒸気によって腐食されな
いようにしている。また、上部気層部27Aには、屋根
23からタンク外部の大気に通じる上部空気抜き30A
を設け、下部気層部27Bには側壁22からタンク外部
の大気に通じる下部空気抜き30Bを設け、上下気層部
27A,B内の圧力差によって横隔膜29に荷重が加わ
らないように配慮されている。なお、24は屋根23を
支える形鋼材などよりなる屋根骨、25はその上部を被
覆する鋼板材よりなる屋根板である。
As described above, the gas layer 27 is partitioned by the diaphragm 29 to prevent corrosive gas and vapor from the stored liquid 26 from entering the upper gas layer 27A, and the inner surfaces of the roof 23 and the side wall 22 are corroded. To prevent corrosion by volatile gases and vapors. The upper air layer 27A has an upper air vent 30A that communicates from the roof 23 to the atmosphere outside the tank.
The lower gas layer 27B is provided with a lower air vent 30B communicating from the side wall 22 to the atmosphere outside the tank, so that a load is not applied to the diaphragm 29 due to a pressure difference between the upper and lower gas layers 27A and 27B. . Reference numeral 24 denotes a roof frame made of a shaped steel material or the like that supports the roof 23, and reference numeral 25 denotes a roof slab made of a steel plate material that covers the upper portion.

【0005】[0005]

【発明が解決しようとする課題】図5に示すような従来
の横隔膜タンクにおいては、大気中に含まれる水分が上
部空気抜き30Aから上部気層部27A内へ侵入し、屋
根23及び側壁22の内壁面と横隔膜29の上面で冷却
され凝縮して集まり、結露水31となって横隔膜29の
凹部上面に滞留するおそれがあった。このように、上部
気層部27A内の横隔膜29凹部上面に滞留した結露水
31は、気密な横隔膜29に遮られていて排出先がない
ために、長期間のうちには大量になり、横隔膜29及び
その取付部28に係る荷重を増加して、膜材及びその取
付部材などを劣化損傷させる心配があった。
In the conventional diaphragm tank as shown in FIG. 5, water contained in the atmosphere enters the upper gas layer 27A from the upper air vent 30A, and the water inside the roof 23 and the side wall 22 is removed. There is a possibility that the cooling water is condensed and collected on the wall surface and the upper surface of the diaphragm 29 to form dew water 31 and stay on the upper surface of the concave portion of the diaphragm 29. As described above, the dew condensation water 31 staying on the upper surface of the concave portion of the diaphragm 29 in the upper gas layer portion 27A becomes large in a long period of time because it is blocked by the airtight diaphragm 29 and has no discharge destination. There is a concern that the load applied to the mounting member 29 and its mounting portion 28 may be increased, and the film material and its mounting member may be deteriorated and damaged.

【0006】なお、上記図5に示す横隔膜29は、懸垂
線曲線のカテナリー状に張設した場合を示して説明した
が、本出願人に係る特願平11−113148号の可撓
横隔膜タンクのように、横隔膜の適所をタンク屋根に支
持した可撓膜の場合(図示せず)には、その支持箇所相
互の間に生ずる凹部、最下部位置にも、上記と同様に結
露水が滞留するおそれがあった。
Although the diaphragm 29 shown in FIG. 5 has been described as being extended in a catenary shape with a catenary curve, the flexible diaphragm tank of Japanese Patent Application No. 11-113148 of the present applicant has been described. As described above, in the case of a flexible membrane (not shown) in which the proper place of the diaphragm is supported on the tank roof, the dew condensation water stays in the concave portion formed between the supporting portions and the lowermost position in the same manner as described above. There was a fear.

【0007】この発明は、上述の従来技術が有する課題
に鑑みてなされたもので、横隔膜の凹部上面に滞留する
結露水を、タンクの外部又は横隔膜の下部へ排出する横
隔膜タンクの結露水排出構造を提供するものである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems of the prior art, and has a structure for discharging condensed water in a diaphragm tank for discharging the dew water remaining on the upper surface of the concave portion of the diaphragm to the outside of the tank or to the lower portion of the diaphragm. Is provided.

【0008】[0008]

【課題を解決するための手段】この発明に係る横隔膜タ
ンクの結露水排出構造は、腐食性ガスを溶存した液体を
貯蔵するタンクの貯蔵液体上方の気層部に、その気層部
を上下に仕切る如く横断展開させた横隔膜を張設した横
隔膜タンクであって、該横隔膜の凹部を貫通する開口部
と、該開口部の下端に連結するピットを設けるととも
に、該ピットから下部気層部内を通ってタンク外部に至
る排出管を設け、横隔膜の上部気層部に生ずる結露水を
開口部からピットに集めて排出管によってタンク外部へ
排出するように形成したものである。
According to the present invention, there is provided a diaphragm tank draining structure for dew condensation water, wherein a gas layer above a storage liquid of a tank for storing a liquid in which a corrosive gas is dissolved is placed up and down. A diaphragm tank having a diaphragm stretched transversely so as to be partitioned, comprising an opening penetrating through a concave portion of the diaphragm, a pit connected to a lower end of the opening, and passing through the lower gas layer from the pit. A drain pipe extending to the outside of the tank is provided, and the dew water generated in the upper gas layer of the diaphragm is collected in the pit from the opening and discharged to the outside of the tank by the discharge pipe.

【0009】また、この発明に係る横隔膜タンクの結露
水排出構造は、腐食性ガスを溶存した液体を貯蔵するタ
ンクの貯蔵液体上方の気層部に、その気層部を上下に仕
切る如く横断展開させた横隔膜を張設した横隔膜タンク
であって、該横隔膜の凹部を貫通する開口部と、該開口
部の下端に連結するピットを設けるとともに、該ピット
から下部気層部に通じる逆流防止構造の排出弁を設け、
横隔膜の上部気層部に生ずる結露水を開口部からピット
に集めて排出弁から下部気層部へ排出するように形成し
たものである。
Further, the dew condensation water discharging structure for a diaphragm tank according to the present invention is arranged so that a gas layer above a storage liquid of a tank for storing a liquid in which a corrosive gas is dissolved is transversely developed so as to partition the gas layer up and down. A diaphragm tank having a diaphragm stretched therein, comprising an opening penetrating a concave portion of the diaphragm, a pit connected to a lower end of the opening, and a backflow prevention structure communicating from the pit to a lower gas layer portion. Provide a discharge valve,
The condensed water generated in the upper gas layer of the diaphragm is collected in the pit from the opening and discharged from the discharge valve to the lower gas layer.

【0010】[0010]

【発明の実施の形態】図1乃至図4に基づいて、この発
明に係る横隔膜タンクの結露水排出構造の実施形態例に
ついて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a structure for discharging condensed water of a diaphragm tank according to the present invention will be described with reference to FIGS.

【0011】図1乃至図2に示すように、横隔膜タンク
のタンク本体は、薄板鋼板を配列し溶接結合した円形平
板材で底壁1を形成し、この底壁1の外周縁近傍部に鋼
製円筒形の側壁2を立設結合し、その側壁2の上端部に
形鋼材等で形成してアーチ状に架設した鋼製屋根骨4
と、その屋根骨4の上に張設した鋼板製屋根板5とから
ドーム形状の屋根3を設け、このタンク内の貯蔵液体6
の最高液面上方に形成される気層部7に、その気層部7
を上下に仕切る如く横断展開させ、かつ側壁2の内面に
固着した取付部8に周縁を結合してカテナリー状に張設
した横隔膜9を形成している。
As shown in FIGS. 1 and 2, the tank body of the diaphragm tank has a bottom wall 1 formed of a circular flat plate material in which thin steel plates are arranged and welded and joined. A steel roof frame 4 is formed by erecting and connecting a cylindrical side wall 2 to an upper end portion of the side wall 2 and formed of a shape steel material or the like.
A dome-shaped roof 3 is provided from a steel sheet roof plate 5 stretched on the roof bone 4 and the storage liquid 6 in the tank.
Gas layer 7 formed above the highest liquid level of
Are laterally expanded so as to partition vertically, and the periphery is joined to a mounting portion 8 fixed to the inner surface of the side wall 2 to form a diaphragm 9 stretched in a catenary shape.

【0012】上記横隔膜9で仕切られた気層部7の上部
気層部7Aは、屋根3を貫通して設けた上部空気抜き1
0Aによって外部大気と連通している。また、横隔膜9
で仕切られた気層部7の下部気層部7Bは、側壁2を貫
通して設けた下部空気抜き10Bによって外部大気と連
通している。
The upper gas layer 7A of the gas layer 7 partitioned by the diaphragm 9 is provided with an upper air vent 1 provided through the roof 3.
It communicates with the outside atmosphere by 0A. In addition, the diaphragm 9
The lower gas layer portion 7B of the gas layer portion 7 partitioned by the above is communicated with the outside atmosphere by a lower air vent 10B provided through the side wall 2.

【0013】上記横隔膜タンクの構成部材について詳述
する。タンク内の気層部7を上下に仕切るように設ける
横隔膜9は、気密で強靭、かつ高耐食性を備えたシート
体、例えば金属製のシート体、或いは塩化ビニール樹脂
等の合成樹脂材で形成した合成樹脂膜材、若しくはポリ
エステル繊維やガラス繊維等の繊維に塩化ビニール樹脂
等の合成樹脂をコーティングした布膜材のシート体など
を用いる。
The components of the diaphragm tank will be described in detail. The diaphragm 9 provided so as to partition the gas layer portion 7 in the tank up and down is formed of a sheet body having airtightness, toughness, and high corrosion resistance, for example, a metal sheet body, or a synthetic resin material such as a vinyl chloride resin. A sheet material of a synthetic resin film material or a cloth film material in which fibers such as polyester fiber and glass fiber are coated with a synthetic resin such as vinyl chloride resin is used.

【0014】また、タンク本体部のうち、上水道水など
の貯蔵液体6と直接接触する部分、つまり貯蔵液体6の
最高液面より下方の側壁2及び底壁1は、耐食鋼のステ
ンレス鋼板などを使用し、上記横隔膜9によって仕切ら
れ、上水道水などの貯蔵液体6から遊離した塩素ガスな
どの腐食性ガスが直接接触する下部気層部7Bの部分、
つまり貯蔵液体6の最高液面より上方で横隔膜9が結合
されている側壁2の取付部8より下方の間における側壁
2は、さらに耐食性に優れた高耐食鋼のステンレス鋼板
などを使用している。
A portion of the tank main body which is in direct contact with the storage liquid 6 such as tap water, that is, the side wall 2 and the bottom wall 1 below the highest liquid level of the storage liquid 6 are made of stainless steel plate made of corrosion-resistant steel. A portion of the lower gas layer portion 7B which is used and is in contact with corrosive gas such as chlorine gas released from the storage liquid 6 such as tap water, which is partitioned by the diaphragm 9;
In other words, the side wall 2 above the highest liquid level of the storage liquid 6 and below the mounting portion 8 of the side wall 2 to which the diaphragm 9 is connected is made of a stainless steel plate made of a high corrosion resistant steel having further excellent corrosion resistance. .

【0015】そして、上記横隔膜9によって仕切られ、
上水道水などの貯蔵液体6から遊離した塩素ガスなどの
腐食性ガスが接触しない上部気層部7Aの部分、つまり
横隔膜9の側壁2への取付部8より上方の側壁2及び屋
根3の部分には、一般的かつ経済的な普通鋼材や耐候用
鋼材などを使用している。
And is partitioned by the diaphragm 9;
A portion of the upper gas layer 7A where corrosive gas such as chlorine gas released from the storage liquid 6 such as tap water does not come into contact, that is, a portion of the side wall 2 and the roof 3 above the attachment portion 8 to the side wall 2 of the diaphragm 9. Uses ordinary and economical ordinary steel and weather-resistant steel.

【0016】図1乃至図2に示す横隔膜タンクでは、上
記横隔膜9によって仕切られた上部気層部7A内へ上部
空気抜き10Aから侵入する大気中の水分は、上部気層
部7A内で露点以下になって凝縮し、結露水31となっ
て横隔膜9の最下部に位置する凹部上面に集まって滞留
してしまう。そこで、この滞留する結露水31によっ
て、膜体やその取付部などに劣化損傷を生じることがな
いように、横隔膜9の最下部に位置する凹部に、以下詳
述する結露水排出構造を設けて、滞留する結露水31を
タンクの外部又は横隔膜9の下部へと排出除去する。
In the diaphragm tank shown in FIGS. 1 and 2, the moisture in the atmosphere entering from the upper air vent 10A into the upper gas layer 7A partitioned by the diaphragm 9 is lower than the dew point in the upper gas layer 7A. The condensed water becomes condensed water 31 and collects on the upper surface of the concave portion located at the lowermost portion of the diaphragm 9 and stays. Therefore, in order to prevent the accumulated dew water 31 from deteriorating and damaging the membrane body and the mounting portion thereof, a dew water drain structure described in detail below is provided in the concave portion located at the lowermost portion of the diaphragm 9. Then, the remaining dew condensation water 31 is discharged and removed to the outside of the tank or the lower part of the diaphragm 9.

【0017】図1はこの発明に係る結露水排出構造の実
施形態例を示すもので、横隔膜9の最下部に位置する凹
部に貫通して設けた開口部11と、開口部11の下部に
連結して設けたピット12と、ピット12の底部から下
部気層部7B内を通ってタンク側壁2外部に至り、結露
水31をタンク外部へ排出するように設けた排出管13
とから形成する。この排出管13には、特別な弁体など
を取付ける必要はなく、例えば、硬質塩化ビニル管、ポ
リエチレン管などの耐食性を有する軽量な管材を使用す
る。
FIG. 1 shows an embodiment of a condensed water discharge structure according to the present invention, in which an opening 11 penetrates a concave portion located at the lowermost portion of a diaphragm 9 and is connected to a lower portion of the opening 11. And a discharge pipe 13 provided to discharge the condensed water 31 to the outside of the tank from the bottom of the pit 12 to the outside of the tank side wall 2 through the lower gas layer 7B.
And formed from It is not necessary to attach a special valve body or the like to the discharge pipe 13, and for example, a lightweight pipe material having corrosion resistance such as a hard vinyl chloride pipe or a polyethylene pipe is used.

【0018】図1に示す結露水排出構造では、上部気層
部7A内で凝縮した結露水31は、横隔膜9の最下部の
凹部に設けた開口部11から上記ピット12内に入って
集まり、排出管13によってタンク外部へドレイン水と
して排出される。このように結露水31は、排出管13
によってタンク外部へ排出されるので、上水道水などの
貯蔵液体6が結露水31の混入によって汚染されること
はない。この排出管13は、貯蔵液体6内を通過してい
ないので、貯蔵液体6が排出管13の通過によって汚れ
ることなく、また貯蔵液体6が排出管13内へ侵入する
こともないので結露水31との混合の心配も生じない。
そして、この排出管13は、下部気層部7B内を通って
いて保温効果も受けるため、凍結の心配がなく、さらに
下部気層部7Bの側壁2に点検用の覗き窓を設けておく
と、この覗き窓から排出管13の点検が容易にでき、ま
たこの覗き窓から排出管13を引き出すなどしてメイン
テナンスをすることも可能となる。
In the condensed water discharge structure shown in FIG. 1, the condensed water 31 condensed in the upper gas layer 7A enters the pit 12 from the opening 11 provided in the lowermost concave portion of the diaphragm 9, and gathers. Drain water is discharged to the outside of the tank by the discharge pipe 13. As described above, the dew condensation water 31 is discharged from the discharge pipe 13.
As a result, the stored liquid 6 such as tap water is not contaminated by the condensed water 31. Since the discharge pipe 13 does not pass through the storage liquid 6, the storage liquid 6 is not contaminated by passing through the discharge pipe 13, and since the storage liquid 6 does not enter the discharge pipe 13, the dew condensation water 31 is not formed. No worry about mixing with
And since this discharge pipe 13 passes through the inside of the lower gas layer part 7B and also receives a heat retaining effect, there is no fear of freezing, and an inspection window for inspection is provided on the side wall 2 of the lower gas layer part 7B. The inspection of the discharge pipe 13 can be easily performed from the viewing window, and the maintenance can be performed by pulling out the discharge pipe 13 from the viewing window.

【0019】図2は、この発明に係る横隔膜タンクの結
露水排出構造の他の実施形態例である。この結露水排出
構造は、横隔膜9によって仕切られた上方の上部気層部
7A内で凝縮した結露水31が滞留する最下部に位置す
る凹部に、横隔膜9を貫通する開口部11と、開口部1
1の下方に連結するピット12を設けるとともに、この
ピット12の底部に、下部気層部7Bへ直接、最短距離
で排出する逆流防止構造の排出弁14を設けたものであ
る。
FIG. 2 shows another embodiment of the condensed water discharge structure of the diaphragm tank according to the present invention. The condensed water discharge structure includes an opening 11 penetrating the diaphragm 9, an opening 11 penetrating the diaphragm 9, a concave portion located at a lowermost portion where the condensed water 31 condensed in the upper upper gas layer portion 7 </ b> A partitioned by the diaphragm 9. 1
A pit 12 connected below the pit 12 is provided, and at the bottom of the pit 12, a discharge valve 14 having a backflow prevention structure for directly discharging the gas to the lower gas layer 7B at the shortest distance is provided.

【0020】図2に示す結露水排出構造では、上部気層
部7A内で凝縮した結露水31は、横隔膜9の最下部位
置の凹部に設けた開口部11から上記ピット12内に入
って集まり、排出弁14から直下の下部気層部7Bへ排
出され、貯蔵液体6へ混入される。この排出弁14は、
上記結露水31を下方に向かって自由に流し、その逆方
向には流さない形式の逆流防止構造にして、下部気層部
7B内に含まれる腐食性ガスが、横隔膜9の上方の上部
気層部7A内へ逆流しないようにする。なお、この結露
水排出構造は、貯蔵液体6内へ結露水31が混入しても
支障のない液体、例えば、農薬や防虫剤などの腐食性ガ
スを含有する農業用水などの貯蔵液体6を貯蔵するファ
ームポンド等に適する。
In the condensed water discharge structure shown in FIG. 2, the condensed water 31 condensed in the upper gas layer portion 7A enters the pit 12 from the opening 11 provided in the concave portion at the lowermost position of the diaphragm 9 and collects. Is discharged from the discharge valve 14 to the lower gas layer 7 </ b> B immediately below and mixed into the stored liquid 6. This discharge valve 14
The corrosive gas contained in the lower gas layer 7B is supplied to the upper gas layer above the diaphragm 9 in a backflow prevention structure of a type in which the dew condensation water 31 flows freely downward but not in the opposite direction. The backflow is prevented from flowing into the section 7A. In addition, this dew-condensed water discharge structure stores a liquid that does not cause a problem even if the dew water 31 is mixed into the stored liquid 6, for example, a stored liquid 6 such as agricultural water containing corrosive gas such as pesticides and insect repellents. Suitable for farm pounds etc.

【0021】図3に基づいて、図1に示す結露水排出構
造の具体的な構造について説明する。開口部11は、円
形又は多角形の貫通口でその周縁を縁取りなどして補強
し、その下部にピット12を固着する。このピット12
は、例えば、繊維強化プラスチック等の合成樹脂材、ス
テンレス鋼材などを用いて函体状に形成するか、或い
は、膜体と同質材、例えば、金属製、塩化ビニル樹脂製
などのシート体、又はポリエルテル繊維などに塩化ビニ
ル樹脂をコーティングした布膜材等を用いて有底筒状に
形成する。このピット12の底部に管入口16を設け、
この管入口16からなだらかに下降する勾配で下部気層
部7Bを通ってタンク外部に至る排出管13を配設す
る。
Referring to FIG. 3, a specific structure of the condensed water discharge structure shown in FIG. 1 will be described. The opening 11 is a circular or polygonal through-hole, and its periphery is reinforced by edging or the like, and a pit 12 is fixed below the opening. This pit 12
For example, a synthetic resin material such as fiber reinforced plastic, or formed in a box shape using stainless steel material, or the same material as the film body, for example, metal, a sheet body such as a vinyl chloride resin, or It is formed in a cylindrical shape with a bottom using a cloth material or the like in which polyvinyl chloride resin is coated on a polyester fiber or the like. A pipe inlet 16 is provided at the bottom of the pit 12,
A discharge pipe 13 is provided from the pipe inlet 16 to the outside of the tank through the lower gas layer portion 7B at a gentle gradient.

【0022】この排出管13は、例えば、硬質塩化ビニ
ル、ポリエチレンなどの合成樹脂材、或いは、ライニン
グ鋼材、ステンレス鋼材などの耐食性を有する硬質管を
使用し、その適所を横隔膜9下面から支持材15で吊り
支持する。さらにその硬質管の適所に、フレキシブル
管、或いは他の構造の可撓管などを設けると、排出管1
3の動きを拘束することなく変位荷重に対応でき耐久性
が向上する。上記支持材15は、横隔膜9下面に、例え
ば、平帯のタブを溶着や縫付けで接合し、排出管13
に、例えば、平帯のリングを巻着し、タブとリングとの
間にロープや帯などの可撓性を備えた連結部材を懸渡し
て吊り支持するように形成する。
The discharge pipe 13 is made of, for example, a synthetic resin material such as hard vinyl chloride or polyethylene, or a hard pipe having corrosion resistance such as lining steel material or stainless steel material. Hanging support. Further, if a flexible tube or a flexible tube having another structure is provided at an appropriate position of the hard tube, the discharge tube 1
3 can cope with a displacement load without restricting the movement of the third member, thereby improving durability. The support member 15 is formed by joining a flat strip tab to the lower surface of the diaphragm 9 by welding or sewing, for example.
Then, for example, a flat band ring is wound, and a flexible connecting member such as a rope or a band is suspended and supported between the tab and the ring.

【0023】このように支持材15によって吊り支持し
た排出管13は、貯蔵液体6内を通過していないので、
貯蔵液体6から受ける浮力や液圧などの荷重変動を生ず
ることがないため、ピット12底部の取付部などへ大き
な負荷を与えず損傷などを生じさせることがない。ま
た、貯蔵液体6の出し入れなどによって横隔膜9が上下
移動した場合にも、上記可撓性を備えた連結部材で吊り
支持された排出管13は、変位に対して容易に追従する
ことができる。
Since the discharge pipe 13 suspended and supported by the support member 15 does not pass through the storage liquid 6,
Since there is no change in load such as buoyancy and liquid pressure received from the stored liquid 6, a large load is not applied to the mounting portion at the bottom of the pit 12 and no damage is caused. Further, even when the diaphragm 9 moves up and down due to the taking in and out of the storage liquid 6, the discharge pipe 13 suspended and supported by the flexible connecting member can easily follow the displacement.

【0024】上記のように形成した結露水排出構造で
は、ピット12内へ集まった結露水31は、管入口16
から排出管13内を重力によって自然に流下し、ドレイ
ン水としてタンク外部へ排出除去される。よって、結露
水31がタンク内の貯蔵液体6に混入することはないの
で、結露水31の混入が好ましくない上水道水などの貯
蔵液体6を貯蔵する貯槽に適した構造となる。
In the dew water discharge structure formed as described above, the dew water 31 collected in the pit 12 is discharged from the pipe inlet 16.
, Flows down naturally in the discharge pipe 13 by gravity, and is discharged and removed to the outside of the tank as drain water. Therefore, since the dew condensation water 31 does not mix into the storage liquid 6 in the tank, a structure suitable for a storage tank for storing the storage liquid 6 such as tap water in which the mixing of the dew condensation water 31 is not preferable.

【0025】なお、横隔膜9上部の上部気層部7A内の
乾燥状態をさらに良好に維持する場合、或いはさらに腐
食されないガス環境に保持する場合などには、上記排出
管13の出口に、乾燥空気や不活性ガスなどを供給する
装置(図示省略)を接続し、上部気層部7A内へ乾燥空
気や不活性ガスなどを導入すれば、結露水を揮散させた
り結露水の発生を未然に防止したりすることも可能とな
る。
When the dry state in the upper gas layer 7A above the diaphragm 9 is to be maintained more satisfactorily or in a gas environment which is not corroded further, the outlet of the discharge pipe 13 is provided with dry air. If a device (not shown) for supplying gas or inert gas is connected and dry air or inert gas is introduced into the upper gas layer 7A, the condensed water is volatilized and the generation of condensed water is prevented. It is also possible to do.

【0026】図4に基づいて、図2に示す結露水排出構
造について詳述する。横隔膜9の開口部11の下部に連
結したピット12の底部を開口してフロートチェッキバ
ルブ状の排出弁14を取付ける。この排出弁14は、結
露水31によって浮上するフロート17と、このフロー
ト17を遊嵌状に収容する筒体状のフロート室19と、
フロート室19上部のピット12に開口する弁入口18
と、フロート室19下部の下部気層部に開口しフロート
17によって開閉される弁出口20とから形成する。な
お、弁出口20の下部に、略垂直な短管を接続し(図示
省略)、貯蔵液体の水面近傍まで延出するように形成し
てもよい。
Referring to FIG. 4, the structure for discharging the condensed water shown in FIG. 2 will be described in detail. The bottom of the pit 12 connected to the lower part of the opening 11 of the diaphragm 9 is opened, and a discharge valve 14 in the form of a float check valve is mounted. The discharge valve 14 includes a float 17 that floats by the dew water 31, a cylindrical float chamber 19 that accommodates the float 17 in a loose fit,
Valve inlet 18 opening to pit 12 above float chamber 19
And a valve outlet 20 opened in the lower gas layer below the float chamber 19 and opened and closed by the float 17. A substantially vertical short pipe may be connected to the lower part of the valve outlet 20 (not shown) so as to extend to near the water surface of the stored liquid.

【0027】上記フロート17は、ステンレス材、ゴム
材などを用いて水に浮かぶ球体に形成し、上記フロート
室19の内部で結露水31から浮力を受けて浮上し、か
つ結露水31がないときにはフロート17の自重で降下
して、フロート室19下部の弁出口20をフロート17
によって開閉するように形成する。フロート室19の弁
出口20上端縁には、周縁円形のフランジに合成ゴムな
どのパッキンを設けて形成し、フロート17の自重によ
る押圧力で上記パッキンに密接してシールされるように
形成する。また、フロート室19上部の弁入口18は、
フロート17が抜け出ない寸法の円形又は多角形状に開
口し、粗大なゴミ等がフロート室19内へ入らないよう
に金網などを設けて形成する。なお、フロート17の形
状を、その中心下部に棒状のガイドを垂直に設けた形状
とし、そのガイドを弁出口20内に延出して設置すれ
ば、フロート17が浮上した際にフロート室19から離
れ去るのが抑制され、かつ結露水31が流出した後にフ
ロート17は弁出口20の位置に戻り易くなる。
The float 17 is formed into a sphere floating on water using a stainless steel material, a rubber material, or the like, and floats by receiving buoyancy from the dew condensation water 31 inside the float chamber 19 and when there is no dew condensation water 31. The float 17 descends by its own weight, and the valve outlet 20 at the lower part of the float chamber 19 is floated.
To open and close. At the upper end of the valve outlet 20 of the float chamber 19, a packing made of synthetic rubber or the like is provided on a peripheral circular flange, and is formed so as to be tightly sealed with the packing by the pressing force of the float 17 by its own weight. The valve inlet 18 above the float chamber 19 is
The float 17 is formed in a circular or polygonal shape having a size that does not come out, and is provided with a wire net or the like so that coarse dust or the like does not enter the float chamber 19. If the float 17 has a shape in which a rod-shaped guide is provided vertically below the center of the float 17 and the guide is extended into the valve outlet 20, the float 17 is separated from the float chamber 19 when the float 17 floats. Leaving is suppressed, and the float 17 easily returns to the position of the valve outlet 20 after the dew condensation water 31 flows out.

【0028】上記の結露水排出構造では、横隔膜9上の
結露水31はピット12内に集まり、その下部のフロー
ト室19内に滞留しフロート17を浮力によって浮上さ
せ、フロート17の浮上で弁出口20を開口させるた
め、結露水31は横隔膜9の下方の下部気層部7B内へ
排出され貯蔵液体内に混合される。そして、結露水31
が排出された後の弁出口20はフロート17の自重によ
って閉塞される。このように、フロート17の自重によ
って弁出口20が閉ざされるので、下部気層部7Bの腐
食性ガスは上部気層部7A内へ逆流することはない。
In the above described structure for discharging the condensed water, the condensed water 31 on the diaphragm 9 collects in the pit 12 and stays in the float chamber 19 below the pit 12 to float the float 17 by buoyancy. In order to open 20, the dew water 31 is discharged into the lower gas layer 7 </ b> B below the diaphragm 9 and mixed with the stored liquid. And the condensation water 31
Is discharged, the valve outlet 20 is closed by the weight of the float 17. Since the valve outlet 20 is closed by the weight of the float 17 in this manner, the corrosive gas in the lower gas layer 7B does not flow back into the upper gas layer 7A.

【0029】なお、図1乃至図2に示す実施形態例は、
横隔膜9を懸垂線曲線のカテナリー状に張設した場合に
ついて説明したが、横隔膜の適所をタンク屋根に吊り下
げ支持した可撓膜体の場合(図示せず)には、その支持
された箇所の相互間に生ずる複数箇所の最下部に位置す
る凹部、結露水が集まり易い位置に、前記と同様の結露
水排出構造、例えば図4に例示するような簡単な構造の
排出弁を適数個設けて、可撓膜体の複数箇所の凹部上面
に滞留する結露水を、各位置から下部気層部へ排出し貯
蔵液体内へ混合するように形成する。或いは、上記横隔
膜の複数箇所の凹部を開口して下部に各導管を接続し、
この各導管を横隔膜の最下部位置に設けたピットに集
め、このピットに前記と同様の結露水排出構造、例えば
図3に例示するようなタンク外部へ至る排出管を設け、
可撓膜体の複数箇所の凹部上面に滞留する結露水を一箇
所に集めた後にタンク外部へ排出するように形成する。
The embodiment shown in FIG. 1 and FIG.
The case where the diaphragm 9 is stretched in the catenary shape of the catenary curve has been described. However, in the case of a flexible membrane body (not shown) in which a suitable place of the diaphragm is suspended and supported on the tank roof (not shown), A suitable number of drain valves having the same dew-water discharge structure as described above, for example, a simple structure as illustrated in FIG. Then, the dew water remaining on the upper surfaces of the plurality of concave portions of the flexible membrane is discharged from each position to the lower gas layer and mixed into the stored liquid. Alternatively, a plurality of concave portions of the diaphragm are opened, and each conduit is connected to a lower portion,
Each of these conduits is collected in a pit provided at the lowest position of the diaphragm, and a dew water discharge structure similar to the above, for example, a discharge pipe leading to the outside of the tank as illustrated in FIG.
The condensed water remaining on the upper surfaces of the plurality of concave portions of the flexible membrane is collected at one location and then discharged to the outside of the tank.

【0030】また、図示の実施形態例はドーム屋根型鋼
製円筒形の横隔膜タンクの事例で、図1は上水道水な
ど、図2は農業用水などの貯蔵液体6を貯蔵する横隔膜
タンクに適した結露水排出構造であるが、貯蔵物が希硫
酸などの他の腐食性ガスを溶存した液体を貯蔵する横隔
膜タンクにおいても同様の結露水排出構造を適用するこ
とができる。また、屋根形状が円錐形状などをした横隔
膜タンク、或いは構成部材の少なくとも一部がコンクリ
ート構造などの他の構成材で形成した横隔膜タンク等に
おいても、上記と同様の結露水排出構造を適用すること
ができる。
The embodiment shown in the figure is an example of a cylindrical diaphragm tank made of a dome roof type steel. FIG. 1 is suitable for a diaphragm tank for storing a storage liquid 6 such as tap water, and FIG. Although the dew water discharge structure is used, the same dew water discharge structure can be applied to a diaphragm tank storing a liquid in which another corrosive gas such as dilute sulfuric acid is dissolved. Further, the same dew-water discharge structure as described above may be applied to a diaphragm tank having a conical roof shape or a diaphragm tank in which at least a part of a component is formed of another component such as a concrete structure. Can be.

【0031】[0031]

【発明の効果】叙述の説明で明らかなように、貯蔵液体
上方の気層部を上下に仕切る如く張設した横隔膜の凹部
を貫通する開口部と、該開口部の下端に連結するピット
を設けるとともに、該ピットから下部気層部内を通って
タンク外部に至る排出管を設けて形成した横隔膜タンク
の結露水排出構造は、横隔膜の上部気層部に生ずる結露
水を自然流下によって簡単にタンクの外部へと排出除去
することができる。よって、懸架された横隔膜の損傷を
防ぐことができるとともに、タンク内の上部気層部は、
結露水が除去されて乾燥状態が良好に保持されるので、
屋根及び側壁内壁面の腐食発生を防止できる。
As is apparent from the above description, an opening penetrating the concave portion of the diaphragm stretched so as to partition the gas layer above the storage liquid up and down, and a pit connected to the lower end of the opening are provided. In addition, the dew condensation water discharge structure of the diaphragm tank formed by providing a discharge pipe extending from the pit to the outside of the tank through the lower gas layer portion, the dew water generated in the upper gas layer portion of the diaphragm is easily drained by the natural flow of the tank. It can be discharged and removed to the outside. Therefore, while being able to prevent damage to the suspended diaphragm, the upper gas layer in the tank is
As dew condensation water is removed and dry state is kept well,
Corrosion of the roof and the inner wall surface of the side wall can be prevented.

【0032】また、結露水はタンク外部へ排出されタン
ク内の貯蔵液体内へ混入することがないので、貯蔵液体
が結露水によって汚染されることがなく良好な品質を維
持することができる。また、上記排出管は貯蔵液体に浸
っていないので、貯蔵液体の出し入れによって排出管に
荷重変動が生じることがないため、排出管の取付部や支
持部などを損傷させる心配もない。
Further, since the dew water is discharged to the outside of the tank and does not mix into the stored liquid in the tank, the stored liquid is not contaminated by the dew water and good quality can be maintained. In addition, since the discharge pipe is not immersed in the storage liquid, the load and discharge of the storage liquid do not cause a load variation in the discharge pipe, and therefore, there is no risk of damaging the mounting portion and the support portion of the discharge pipe.

【0033】また、貯蔵液体上方の気層部を上下に仕切
る如く張設した横隔膜の凹部を貫通する開口部と、該開
口部の下端に連結するピットを設けるとともに、該ピッ
トから下部気層部に通じる逆流防止構造の排出弁を設け
て形成した横隔膜タンクの結露水排出構造にあっては、
横隔膜の上部気層部に生ずる結露水は、排出弁から下部
気層部へ直接、かつ貯蔵液体内に最短距離で排出される
ため、応答性良く簡単容易に結露水を排出除去すること
ができる。このようにタンク内の上部気層部内は、結露
水が除去されて乾燥状態が保持され、また下部気層部内
の腐食性ガスの逆流もないので、屋根及び側壁内壁面に
腐食が発生することがない。
Further, an opening is formed through the concave portion of the diaphragm, which is stretched so as to partition the gas layer above the stored liquid up and down, and a pit is provided at the lower end of the opening. In the case of the dew condensation water discharge structure of the diaphragm tank formed by providing a backflow prevention structure discharge valve that leads to
Condensed water generated in the upper gas layer of the diaphragm is discharged directly from the discharge valve to the lower gas layer and in the shortest distance into the stored liquid, so that the condensed water can be easily discharged and removed with good responsiveness. . As described above, since the dew condensation water is removed and the dry state is maintained in the upper gas layer in the tank, and there is no backflow of corrosive gas in the lower gas layer, corrosion occurs on the roof and the inner wall surface of the side wall. There is no.

【0034】また、結露水は上記ピット内に大量に溜る
ことなく、上記排出弁から直ちに下方に排出され、この
排出弁も簡単な構造で軽量であるため、横隔膜及びその
取付部に係る荷重負担は少なく、膜材及びその取付部材
などを劣化損傷させる心配がない。
Also, the dew water is discharged from the discharge valve immediately downward without accumulating in the pit in a large amount. This discharge valve is also simple in structure and light in weight, so that the load bearing on the diaphragm and its mounting part is reduced. And there is no fear that the film material and its mounting member are deteriorated and damaged.

【0035】[0035]

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

【図1】 この発明に係る横隔膜タンクの結露水排出構
造の実施形態例を示す一部を欠除した側断面説明図であ
る。
FIG. 1 is an explanatory side cross-sectional view of an embodiment of a condensed water discharge structure of a diaphragm tank according to the present invention, with a part thereof being omitted;

【図2】 この発明に係る横隔膜タンクの結露水排出構
造の他の実施形態例を示す一部を欠除した側断面説明図
である。
FIG. 2 is an explanatory side cross-sectional view of another embodiment of a dew condensation water discharge structure for a diaphragm tank according to the present invention, with a part thereof being omitted;

【図3】 図1の結露水排出構造を拡大して示す一部を
欠除した側断面説明図である。
FIG. 3 is an explanatory side cross-sectional view of the dew condensation water discharge structure of FIG.

【図4】 図2の結露水排出構造を拡大して示す一部を
欠除した側断面説明図である。
FIG. 4 is an explanatory side cross-sectional view of the dew condensation water discharge structure of FIG.

【図5】 従来の横隔膜タンクの一事例を示す側断面説
明図である。
FIG. 5 is an explanatory side sectional view showing an example of a conventional diaphragm tank.

【符号の説明】[Explanation of symbols]

1 底壁 2 側壁 3
屋根 4 屋根骨 5 屋根板 6
貯蔵液体 7 気層部 7A 上部気層部 7
B 下部気層部 8 取付部 9 横隔膜 10A 上部空気抜き 10B 下部空気抜き 11 開口部 12 ピット 1
3 排出管 14 排出弁 15 支持材 1
6 管入口 17 フロート 18 弁入口 1
9 フロート室 20 弁出口 21 底壁 22 側壁 2
3 屋根 24 屋根骨 25 屋根板 2
6 貯蔵液体 27 気層部 27A 上部気層部 2
7B 下部気層部 28 取付部 29 横隔膜 30A 上部空気抜き 30B 下部空気抜き 31 結露水
1 bottom wall 2 side wall 3
Roof 4 Roof bone 5 Roof panel 6
Stored liquid 7 Gas layer 7A Upper gas layer 7
B lower air layer part 8 mounting part 9 diaphragm 10A upper air vent 10B lower air vent 11 opening 12 pit 1
3 Discharge pipe 14 Discharge valve 15 Support material 1
6 Pipe inlet 17 Float 18 Valve inlet 1
9 Float chamber 20 Valve outlet 21 Bottom wall 22 Side wall 2
3 Roof 24 Roof bone 25 Roof 2
6 Stored liquid 27 Gas layer 27A Upper gas layer 2
7B Lower air layer part 28 Attachment part 29 Diaphragm 30A Upper air vent 30B Lower air vent 31 Condensation water

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 腐食性ガスを溶存した液体を貯蔵するタ
ンクの貯蔵液体上方の気層部に、その気層部を上下に仕
切る如く横断展開させた横隔膜を張設した横隔膜タンク
であって、該横隔膜の凹部を貫通する開口部と、該開口
部の下端に連結するピットを設けるとともに、該ピット
から下部気層部内を通ってタンク外部に至る排出管を設
けたことを特徴とする横隔膜タンクの結露水排出構造。
1. A diaphragm tank comprising a gas layer above a stored liquid of a tank for storing a liquid in which a corrosive gas is dissolved, and a diaphragm which is laterally expanded so as to partition the gas layer vertically. A diaphragm tank provided with an opening penetrating through a concave portion of the diaphragm, a pit connected to a lower end of the opening, and a discharge pipe extending from the pit to the outside of the tank through the lower gas layer portion. Condensate discharge structure.
【請求項2】 腐食性ガスを溶存した液体を貯蔵するタ
ンクの貯蔵液体上方の気層部に、その気層部を上下に仕
切る如く横断展開させた横隔膜を張設した横隔膜タンク
であって、該横隔膜の凹部を貫通する開口部と、該開口
部の下端に連結するピットを設けるとともに、該ピット
から下部気層部に通じる逆流防止構造の排出弁を設けた
ことを特徴とする横隔膜タンクの結露水排出構造。
2. A diaphragm tank in which a gas layer above a stored liquid in a tank for storing a liquid in which a corrosive gas is dissolved is provided with a diaphragm which is laterally expanded so as to partition the gas layer vertically. An opening penetrating the concave portion of the diaphragm, a pit connected to the lower end of the opening is provided, and a discharge valve having a backflow prevention structure communicating from the pit to the lower gas layer is provided. Condensation water discharge structure.
JP17678599A 1999-06-23 1999-06-23 Condensate drainage structure of diaphragm tank Expired - Fee Related JP4186142B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17678599A JP4186142B2 (en) 1999-06-23 1999-06-23 Condensate drainage structure of diaphragm tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17678599A JP4186142B2 (en) 1999-06-23 1999-06-23 Condensate drainage structure of diaphragm tank

Publications (2)

Publication Number Publication Date
JP2001002183A true JP2001002183A (en) 2001-01-09
JP4186142B2 JP4186142B2 (en) 2008-11-26

Family

ID=16019814

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17678599A Expired - Fee Related JP4186142B2 (en) 1999-06-23 1999-06-23 Condensate drainage structure of diaphragm tank

Country Status (1)

Country Link
JP (1) JP4186142B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001171783A (en) * 1999-12-09 2001-06-26 Mitsui Constr Co Ltd Temporary roof structure for tank
CN106677264A (en) * 2015-11-05 2017-05-17 龙腾 Diaphragm tank capsule protecting plate
KR101778957B1 (en) * 2017-02-21 2017-09-15 성일기계공업 (주) Water tank with improved storage and anti-vibration performance
JP2020142822A (en) * 2019-03-06 2020-09-10 日本車輌製造株式会社 Tank and tank container

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103243780A (en) * 2013-05-09 2013-08-14 天津大学 Anti-pollution closed water tank

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001171783A (en) * 1999-12-09 2001-06-26 Mitsui Constr Co Ltd Temporary roof structure for tank
CN106677264A (en) * 2015-11-05 2017-05-17 龙腾 Diaphragm tank capsule protecting plate
KR101778957B1 (en) * 2017-02-21 2017-09-15 성일기계공업 (주) Water tank with improved storage and anti-vibration performance
JP2020142822A (en) * 2019-03-06 2020-09-10 日本車輌製造株式会社 Tank and tank container

Also Published As

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