JP2000302190A - Tank with diaphragm - Google Patents

Tank with diaphragm

Info

Publication number
JP2000302190A
JP2000302190A JP11113145A JP11314599A JP2000302190A JP 2000302190 A JP2000302190 A JP 2000302190A JP 11113145 A JP11113145 A JP 11113145A JP 11314599 A JP11314599 A JP 11314599A JP 2000302190 A JP2000302190 A JP 2000302190A
Authority
JP
Japan
Prior art keywords
tank
diaphragm
roof
liquid
ring
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
JP11113145A
Other languages
Japanese (ja)
Inventor
Koji Ishii
宏治 石井
Masanori Tamada
正則 玉田
Satoru Yoshida
覚 吉田
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 JP11113145A priority Critical patent/JP2000302190A/en
Publication of JP2000302190A publication Critical patent/JP2000302190A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a tank with a diaphragm, whose structure is simple, for which site work for assembly or the like and maintenance work, etc., of the completed tank are also easy, and which is capable of economically storing a liquid having corrosive gas dissolved therein. SOLUTION: A tank for storing a liquid in which corrosive gas is dissolved has a diaphragm 9 formed in an air layer portion 7 located above the liquid 6 stored in the tank. The diaphragm 9 is transversely developed so as to laterally partition the air layer portion 7 and is provided in a catenary state in such a manner that the circumferential edge thereof is joined to a ring-like girder 8 fixedly provided on an inner face of a side wall 2 of the tank.

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に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tank for storing a liquid in which a 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配
水池のような鋼製あるいはコンクリート製のタンクは、
貯蔵液上方の気層部気体から生じた結露水が屋根の内面
や側壁の内面に付着し、その付着した結露水は、貯蔵液
体から遊離した腐食性ガス、例えば塩素ガスを吸収して
濃度の高い塩酸となり、その塩酸によって鋼製あるいは
コンクリート製の屋根や側壁が損傷されるため、貯蔵液
体最高液面上方のタンク内気層部に面する側壁や屋根
は、重度の防食対策が採られている。
2. Description of the Related Art Steel or concrete tanks such as distribution reservoirs for storing liquids containing corrosive gas, such as tap water containing chlorine gas for sterilization,
Condensation water generated from the gas in the gas layer above the storage liquid adheres to the inner surface of the roof and the inner surface of the side wall, and the condensed water absorbs the corrosive gas released from the storage liquid, for example, chlorine gas to reduce the concentration. High hydrochloric acid causes damage to the steel or concrete roof and side walls, and the side walls and roof facing the air layer inside the tank above the highest level of the stored liquid are taken with severe anticorrosion measures. .

【0003】従来技術事例として、上水道水貯蔵用のド
ーム屋根型鋼製円筒形タンクの一例を図3を参照しなが
ら更に詳述すると、一般的なドーム屋根型鋼製円筒形タ
ンクは図示を省略した鋼製円形平板状底壁の外周縁部
に、鋼製円筒形の側壁22を結合して立設し、その側壁
22の上端部に形鋼等で形成してアーチ状に架設した鋼
製屋根骨24とその屋根骨24の上に張り付けた鋼板製
屋根板25とからなる屋根23を設けて建設されるもの
であるが、腐食性ガスの滅菌用塩素ガスを溶存した上水
道水26を貯蔵するドーム屋根型鋼製円筒形タンクにあ
っては、上記一般的なドーム屋根型鋼製円筒形タンクの
貯蔵液26の最高液面上方に形成される気層部27と面
する側壁22aは貯蔵液体26最高液面より下方の他の
側壁材より耐食性に優れた高耐食鋼板を用いて建設し、
さらに、屋根23の気層部27に面する屋根骨24の下
面に高耐食鋼板製の屋根板25aを張り付けて、結露水
から生じる腐食に対して万全なる重度の防食対策がなさ
れている。
As an example of the prior art, an example of a cylindrical dome-shaped steel tank for storing tap water will be described in more detail with reference to FIG. A steel cylindrical side wall 22 is connected to the outer peripheral edge of the steel circular flat plate-shaped bottom wall and erected, and the upper end of the side wall 22 is formed of a shaped steel or the like and erected in an arch shape. It is constructed by providing a roof 23 consisting of a roof bone 24 and a steel sheet roof plate 25 stuck on the roof bone 24, and stores tap water 26 in which chlorine gas for sterilization of corrosive gas is dissolved. In the dome roof type steel cylindrical tank described above, the side wall 22a facing the gas layer portion 27 formed above the highest liquid level of the storage liquid 26 of the general dome roof type steel cylindrical tank is stored. Liquid 26 More corrosion resistant than other side walls below the highest level Built using a high corrosion-resistant steel sheet that has been,
Further, a roof plate 25a made of a highly corrosion-resistant steel plate is attached to the lower surface of the roof bone 24 facing the gas layer portion 27 of the roof 23, so that severe anticorrosion measures against corrosion caused by dew condensation water are taken.

【0004】[0004]

【発明が解決しようとする課題】腐食性ガスを溶存した
液体26を貯蔵する図3のようなタンクにおいては、雨
風を凌ぐ上の屋根板25と腐食を防ぐ下の屋根板25a
の上下二枚の屋根板25,25aを屋根骨24に張設す
る構造としているために、その二枚の屋根板荷重を支え
る屋根骨24はより堅牢な構造にしなければならなかっ
た。
In a tank as shown in FIG. 3 for storing a liquid 26 in which corrosive gas is dissolved, a roof plate 25 that surpasses rain and wind and a roof plate 25a that prevents corrosion are provided.
The upper and lower two roof shingles 25, 25a are stretched over the roof bone 24, so that the roof bone 24 supporting the two roof shingle loads has to have a more robust structure.

【0005】また、屋根骨24の下に張設する鋼板製屋
根板25aの張り付け作業は上向きの作業が伴う施工困
難な作業で建設しなければならず、また施工技術や作業
性、安全性などの問題から高価な高耐食鋼板が用いられ
る下の屋根板25aの厚さはあまり薄くできないために
高価なタンクになるといった経済的な問題も内在してい
た。
In addition, the work of attaching the steel sheet shingle 25a to be stretched under the roof bone 24 must be carried out in a difficult work involving an upward work, and also requires a work technique, workability, safety and the like. Due to the problem described above, there is also an economical problem that an expensive tank is required because the thickness of the lower roof plate 25a using an expensive high corrosion-resistant steel plate cannot be so thin.

【0006】この発明は上述の問題等の課題を解決する
ためになされたもので、簡単な構造で、かつ組立等の現
場作業や完成タンクのメインテナンス作業なども容易
で、経済的に腐食性ガスを溶存した液体を貯蔵すること
ができる横隔膜タンクを提供するものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems and the like, and has a simple structure, is easy to perform on-site work such as assembly and maintenance work of a completed tank, and is economically advantageous for corrosive gas. To provide a diaphragm tank capable of storing a liquid in which is dissolved.

【0007】[0007]

【課題を解決するための手段】この発明に係る横隔膜タ
ンクは、腐食性ガスを溶存した液体を貯蔵するタンクで
あって、そのタンク内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し、かつタンク側壁内
面に固着して設けたリング状ガーダに周縁を結合してカ
テナリー状に張設した横隔膜を形成するものである。
A diaphragm tank according to the present invention is a tank for storing a liquid in which a corrosive gas is dissolved, wherein the gas layer above and below the stored liquid in the tank is vertically moved. And a ring-shaped girder fixedly attached to the inner surface of the tank side wall to join a peripheral edge thereof to form a catenary-stretched diaphragm.

【0008】また、上記横隔膜タンクのリング状ガーダ
は、通行可能な幅に形成するものである。
Further, the ring-shaped girder of the diaphragm tank is formed to have a width allowing passage.

【0009】さらに、上記横隔膜タンクの横隔膜は、合
成樹脂膜材、もしくは繊維に合成樹脂をコーティングし
てなる布膜材の気密で折畳み可能なシート体、あるいは
金属製の気密なシート体で形成するものである。
Further, the diaphragm of the diaphragm tank is formed of an airtight and foldable sheet body of a synthetic resin film material or a cloth film material obtained by coating a fiber with a synthetic resin, or a metal airtight sheet body. Things.

【0010】またさらに、上記横隔膜で仕切られた上下
それぞれの気層部に、大気と連通する空気抜きを設ける
ものである。
[0010] Furthermore, an air vent communicating with the atmosphere is provided in each of the upper and lower gas layers separated by the diaphragm.

【0011】[0011]

【発明の実施の形態例】この発明に係る横隔膜タンクに
ついて、その実施形態の一例を示す図1及び図2の図面
を参照しながら説明する。図1は、この発明に係る横隔
膜タンクの一実施形態例を一部簡略化して示した縦断面
説明図であり、図2は図1に示した横隔膜タンクの横隔
膜とリング状ガーダとの結合部事例を拡大して示す断面
説明図である。なお、図示の実施形態例は、腐食性ガス
の滅菌用塩素ガスを溶存した上水道水を貯蔵するドーム
屋根型鋼製円筒形タンクにおける横隔膜タンクの事例で
ある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A diaphragm tank according to the present invention will be described with reference to FIGS. 1 and 2 which show an example of the embodiment. FIG. 1 is an explanatory longitudinal sectional view showing a partially simplified embodiment of a diaphragm tank according to the present invention, and FIG. 2 is a joint portion between a diaphragm and a ring-shaped girder of the diaphragm tank shown in FIG. It is sectional explanatory drawing which expands and shows a case. The illustrated embodiment is an example of a diaphragm tank in a dome roof type steel cylindrical tank that stores tap water in which chlorine gas for sterilizing corrosive gas is dissolved.

【0012】まず、タンクの底壁1は、図示を省略した
基礎の上に、薄板鋼材を配列し溶接結合した円形平板材
で形成し、その底壁1の外周縁部に、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
に張り付けた鋼板製屋根板5とからなるドーム型の屋根
3を設ける。そして、貯蔵する上水道水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
る如く横断展開し、かつ側壁2の内面に固着して設けた
リング状ガーダ8に周縁を結合してカテナリー状に張設
した横隔膜9を形成する。
First, a bottom wall 1 of a tank is formed of a circular flat plate formed by arranging thin steel members on a base (not shown) and welding them together. Of a steel roof bone 4 formed of shaped steel or the like at the upper end of the side wall 2 and erected in an arch shape, and a steel plate roof plate 5 stuck on the roof bone 4. A dome-shaped roof 3 is provided. A ring-shaped girder is provided on the gas layer 7 formed above the highest liquid level of the tap water 6 to be stored so as to traverse the gas layer 7 so as to partition the gas layer 7 up and down and to be fixed to the inner surface of the side wall 2. 8 is joined to the periphery to form a diaphragm 9 stretched in a catenary shape.

【0013】上記の底壁1、側壁2、及び屋根3に用い
る材料について更に詳述すると、貯蔵する上水道水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2Lと底壁1の部分には耐食性を備えた耐食鋼
のステンレス鋼板、例えばオーステナイト系ステンレス
鋼板などを使用し、貯蔵上水道水6から遊離した塩素ガ
スが直接接触する部分、つまり上水道水6の貯蔵最高液
面より上方で横隔膜9が結合される側壁2の結合部より
下方の間における側壁の部分2Mには、耐食鋼よりも耐
食性においてより優れた高耐食鋼のステンレス鋼板、例
えばオーステナイト・フェライトの二相系ステンレス鋼
板あるいはフェライト系ステンレス鋼板等を使用し、か
つ貯蔵上水道水6から遊離した塩素ガスが直接接触しな
い部分、つまり横隔膜9の側壁2の結合部より上方の側
壁2Uおよび屋根3の部分には一般的な耐候用鋼材を使
用すれば、重度防食構造が備えられるとともに、タンク
全体として経済的な構造となる。
The materials used for the bottom wall 1, the side wall 2, and the roof 3 will be described in more detail. The part directly in contact with the tap water 6 to be stored, that is, the side wall 2L below the highest liquid level of the storage liquid 6 and the bottom. The wall 1 is made of a corrosion-resistant stainless steel plate having corrosion resistance, for example, an austenitic stainless steel plate. The portion where the chlorine gas released from the storage tap water 6 comes into direct contact, that is, the maximum storage level of the tap water 6 A portion 2M of the side wall between the upper side and the lower side of the connection portion of the side wall 2 to which the diaphragm 9 is bonded is provided with a stainless steel plate of a high corrosion resistant steel having a higher corrosion resistance than the corrosion resistant steel, for example, a two-phase system of austenitic ferrite. Use stainless steel sheet or ferritic stainless steel sheet, etc., and place where chlorine gas released from storage tap water 6 does not directly contact, Using general weathering steel material above the sidewall 2U and part of the roof 3 from the junction of the side wall 2 of the film 9, with severe corrosion structure is provided, an economical construction as a whole tank.

【0014】なお、上記のような材料を用いて底壁1、
側壁2、及び屋根3を建設すると、美観、耐久性、メイ
ンテナンスフリーなどに優れた機能を備えたタンクを建
設することができるが、例えば、安価な耐候用鋼材、あ
るいはコンクリート構造体を用いてタンク全体を建設
し、上記耐食鋼を用いた部分のタンク内面側に防食塗
装、あるいは防食コーティングを施工し、かつ上記高耐
食鋼を用いた部分のタンク内面側に、防食性がより優れ
た高防食塗装、あるいは高防食コーティングを施工した
場合においては、上記材料の事例タンクよりも更に安く
経済的に建設することができる。
It is to be noted that the bottom wall 1,
When the side walls 2 and the roof 3 are constructed, a tank having excellent functions such as aesthetics, durability, and maintenance-free can be constructed. For example, a tank using an inexpensive weather-resistant steel material or a concrete structure is used. The whole is constructed, anti-corrosion coating or anti-corrosion coating is applied to the inner surface of the tank using the above-mentioned corrosion-resistant steel, and the anti-corrosion with more excellent anti-corrosion property is applied to the inner surface of the tank using the above-mentioned high corrosion-resistant steel In the case of painting or applying a high anticorrosion coating, it can be constructed more economically and cheaply than the case tank of the above-mentioned material.

【0015】気層部7を上下に仕切る如く横断展開して
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、例えば前記高耐食鋼等の薄板鋼板の端部を結
合して形成した金属製のシート体、あるいは塩化ビニー
ル樹脂等の合成樹脂材で形成した折畳み可能な合成樹脂
膜材、もしくはポリエステル繊維やガラス繊維などの繊
維に塩化ビニール樹脂などの合成樹脂をコーティングし
た布膜材の折畳み可能なシート体等を用いる。
A diaphragm 9 is provided so as to extend transversely so as to partition the gas layer 7 up and down. The diaphragm 9 is formed by joining the ends of a sheet member having airtightness, toughness, and high corrosion resistance, for example, a thin steel plate such as the high corrosion resistance steel. Formable metal sheet, foldable synthetic resin film material made of synthetic resin material such as vinyl chloride resin, or cloth film coated with synthetic resin such as vinyl chloride resin on fibers such as polyester fiber or glass fiber A foldable sheet or the like is used.

【0016】金属製のシート体にて形成した横隔膜9を
用いた場合には、耐久性がより優れた横隔膜9となり、
合成樹脂膜材や繊維に合成樹脂をコーティングしてなる
布膜材のシート体にて形成した横隔膜9を用いた場合に
は、折畳みが可能なために、製作工場からタンク建設現
場へコンパクトに折畳んで搬送でき、折畳んで搬入した
横隔膜9をタンク内で展開し、持ち上げて側壁3の内周
面へ容易に取付け結合することが可能で、かつその取り
扱い易さから施工に要する工期を大幅に短縮することが
できる。
When the diaphragm 9 made of a metal sheet is used, the diaphragm 9 becomes more durable.
When the diaphragm 9 formed of a sheet of a synthetic resin film material or a cloth film material obtained by coating a fiber with a synthetic resin is used, since it can be folded, it is compactly folded from a manufacturing plant to a tank construction site. The diaphragm 9 that can be folded and conveyed, the folded-in diaphragm 9 can be unfolded in the tank, lifted up, easily attached to the inner peripheral surface of the side wall 3 and connected, and the ease of handling greatly shortens the construction period required for construction. Can be shortened.

【0017】上記シート体で形成した横隔膜9のタンク
側壁2への結合構造を、図2(a)の事例で詳述する
と、符号80は、高耐食鋼で断面L字状に形成したリン
グ状ガーダ8の一例であり、そのL字状の一方端をタン
ク側壁2の内周面に固着し、そのL字状の他方側部に横
隔膜9の結合用の孔を設けており、その孔に横隔膜9の
周縁部に設けた結合用の孔を合わせ、その合わせ部に、
必要に応じて気密結合用のパッキン、ペースト等を用い
て孔明きの抑え板8Pを被せ、孔にボルトを通し、ナッ
トを緊締することによって、横隔膜9はタンクの側壁2
に気密に結合するとともに、懸垂線曲線のカテナリー状
に張設する。
The structure of connecting the diaphragm 9 formed of the above-mentioned sheet body to the tank side wall 2 will be described in detail in the case of FIG. 2A. Reference numeral 80 denotes a ring-shaped member made of high corrosion-resistant steel and formed in an L-shaped cross section. The girder 8 is an example, in which one end of the L-shape is fixed to the inner peripheral surface of the tank side wall 2 and a hole for coupling the diaphragm 9 is provided on the other side of the L-shape. The coupling holes provided on the peripheral edge of the diaphragm 9 are aligned with each other.
If necessary, the perforated holding plate 8P is covered with a gasket or paste for hermetic connection, bolts are passed through the holes, and nuts are tightened.
And airtight, and stretched in catenary shape with catenary curve.

【0018】このように懸垂線曲線のカテナリー状に横
隔膜9を張設すると、下の気層部7Lの気体から生じて
横隔膜9の下面に付着した結露水は、横隔膜9の下面を
伝わりながら中央部に向けて集まり、横隔膜9の中央部
から貯蔵液面に向けて滴下するため、側壁2の内面に沿
って滴下する結露水が減り、タンク側壁2の内面防食性
が高まる。
When the diaphragm 9 is stretched in the catenary shape of the catenary line in this manner, dew water generated from the gas in the lower gas layer 7L and adhered to the lower surface of the diaphragm 9 is transmitted through the lower surface of the diaphragm 9 to the center. The condensed water drops along the inner surface of the side wall 2 and the anticorrosion property of the inner surface of the tank side wall 2 increases.

【0019】また、リング状ガーダ8は、図2(b)に
示すように、貯蔵上水道水6から遊離した塩素ガスに腐
食されない前記の高耐食鋼のステンレス鋼板等を先端折
り曲げ加工等して略L字状に形成するとともに、タンク
内方中心部の方向に延出する延出幅8Eを、タンク建設
作業員や完成タンク保守員などが通行可能な幅としたリ
ング状ガーダ81に形成すれば、そのリング状ガーダ8
1を作業用足場に利用できてタンク建設作業員の建設作
業が容易となり、また、点検作業用等の通路に利用でき
て完成タンク保守員のメインテナンス作業が容易とな
る。
As shown in FIG. 2B, the ring-shaped girder 8 is formed by bending a stainless steel plate or the like of the above-mentioned high corrosion-resistant steel which is not corroded by chlorine gas released from the tap water 6 for storage. If the ring-shaped girder 81 is formed in an L-shape and has an extension width 8E extending in the direction toward the center of the inside of the tank, the width of the ring-shaped girder 81 is such that a tank construction worker, a completed tank maintenance worker, and the like can pass through. , Its ring-shaped girder 8
1 can be used as a work scaffold to facilitate the construction work of a tank construction worker, and can be used as a passage for inspection work or the like, thereby facilitating maintenance work of a completed tank maintenance worker.

【0020】またさらに、図2(b)に示したように、
リング状ガーダ81の先端折曲げ部、つまり横隔膜9の
取付け面8Fの傾斜角度を、結合されるカテナリー状横
隔膜9周縁の懸垂線曲線形状の傾斜角度に合わせて形成
すると、横隔膜9の結合部には不連続な力が作用しない
ために耐久性に富んだ横隔膜9の結合が可能になるとと
もに、横隔膜9の周縁を引き寄せてリング状ガーダ81
に結合する際の作業も容易に施工できる。
Further, as shown in FIG.
When the inclination angle of the tip bent portion of the ring-shaped girder 81, that is, the attachment surface 8F of the diaphragm 9, is formed in accordance with the inclination angle of the catenary diaphragm 9 to be joined to the periphery of the catenary-like diaphragm 9, the joint portion of the diaphragm 9 is formed. Since the discontinuous force does not act, the durable diaphragm 9 can be connected, and the periphery of the diaphragm 9 is drawn to form the ring-shaped girder 81.
The work at the time of joining to the can be easily performed.

【0021】横隔膜9の張設によって仕切られた上下そ
れぞれの気層部7L,7Uには、横隔膜9上下の気層部
7L,7Uに生じる圧力差によって横隔膜9に荷重が加
わらないように、大気と連通する上空気抜き10Uと下
空気抜き10Lとからなる空気抜き10を設ける。
The upper and lower gas layers 7L and 7U separated by the extension of the diaphragm 9 are placed in the atmosphere so that a load is not applied to the diaphragm 9 due to a pressure difference generated between the upper and lower gas layers 7L and 7U. An air vent 10 composed of an upper air vent 10U and a lower air vent 10L communicating with the air vent 10 is provided.

【0022】上空気抜き10Uは、雨水などが降り込ま
ないように、例えば図1に示すように先端を曲げた鋼管
を、通気性能が高められるようにタンクの屋根3の頂部
を貫通して取付けることによって形成する。
For the upper air vent 10U, a steel pipe having a bent end, for example, as shown in FIG. 1, is attached through the top of the tank roof 3 so as to enhance ventilation performance so that rainwater or the like does not fall. Formed by

【0023】下空気抜き10Lは、雨水などが降り込ま
ないように、例えば図1に示すような廂付きの開口部
を、通気性能が高められるように横隔膜9下の、下の気
層部7L最上部となるタンクの側壁2を貫通して取付け
るか、あるいは図示は省略するが先端を曲げた鋼管の後
端側を、タンクの屋根3を貫通させるとともに、通気性
能が高められるように下の気層部7L最上部となるリン
グ状ガーダ81のタンク内方に延出した延出幅8Eを貫
通して取付けることによって形成する。前者の廂付き開
口部構造の下空気抜き10Lは、構造が簡単で安価に形
成でき、後者のリング状ガーダ81を貫通する構造の下
空気抜き10Lは、完成後のメインテナンスが容易で、
かつ通気性能がより優れた構造となる。
The lower air vent 10L is provided, for example, with an air-tight opening as shown in FIG. 1 so that rainwater or the like does not fall into the lower air layer 7L under the diaphragm 9 so as to enhance ventilation performance. Attached through the side wall 2 of the tank as the upper part, or while not shown, the rear end side of the bent steel pipe is passed through the roof 3 of the tank, and the lower end is inserted so as to enhance the ventilation performance. The ring-shaped girder 81, which is the uppermost portion of the layer portion 7L, is formed by penetrating an extension width 8E extending inward of the tank. The lower air vent 10L of the former opening structure with a refrigerator has a simple structure and can be formed at low cost, and the lower air vent 10L of the structure penetrating the ring-shaped girder 81 is easy to maintain after completion.
In addition, a structure having more excellent ventilation performance is obtained.

【0024】タンクの屋根3を貫通し、横隔膜9で仕切
られた下の気層部7Lへ至る液面計用等の配管11は、
図1に示すようにリング状ガーダ81のタンク内方に延
出した延出幅8Eを貫通して設ける。このように下の気
層部7Lへ至る液面計用等の配管11を横隔膜9を貫通
させることなく設置すれば、横隔膜9には、配管11の
結合による拘束や歪み等が生じないため、横隔膜9の耐
久性が高まる。
A pipe 11 for a liquid level gauge, etc., which penetrates the tank roof 3 and reaches the lower gas layer 7 L partitioned by the diaphragm 9,
As shown in FIG. 1, the ring-shaped girder 81 is provided so as to penetrate an extension width 8 </ b> E extending inside the tank. If the pipe 11 for the liquid level gauge or the like reaching the lower gas layer part 7L is installed without penetrating the diaphragm 9 in this manner, the diaphragm 9 is not restricted or distorted by the connection of the pipe 11, so that The durability of the diaphragm 9 increases.

【0025】なお、図示の実施形態例は、上水道水6を
貯蔵するドーム屋根型鋼製円筒形タンクの事例における
ものであるが、この発明に係る横隔膜タンクは、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
るタンク、あるいは屋根形状が円錐形などの他の屋根形
状をしたタンク、もしくは側壁形状が矩形などの他の側
壁形状をしたタンク、並びに構成材がコンクリート構造
などの他の構成材で形成したタンク等においても適用す
ることができる。
Although the illustrated embodiment is an example of a cylindrical tank made of dome-shaped steel for storing tap water 6, the diaphragm tank according to the present invention has a storage material other than dilute sulfuric acid. A tank for storing a liquid in which a corrosive gas is dissolved, or a tank with another roof shape such as a conical roof, or a tank with another side wall shape such as a rectangular side wall, and a component made of a concrete structure The present invention can also be applied to a tank or the like formed of another constituent material.

【0026】[0026]

【発明の効果】この発明に係る横隔膜タンクは、タンク
内貯蔵液体上方の気層部に、その気層部を上下に仕切る
如く横断展開し、かつタンク側壁内面に固着して設けた
リング状ガーダに周縁を結合してカテナリー状に張設し
た横隔膜を形成するので、横隔膜の下面に付着した結露
水はカテナリー状の横隔膜中央部から貯蔵液面に向けて
滴下するため、タンク側壁内面の防食性を高めることが
でき、さらに、従来の二枚の屋根板構造タンクのように
屋根骨をより堅牢な強度に形成する必要がなく、構造が
簡単なため、腐食性ガスを溶存した液体を経済的に貯蔵
することができる。
According to the diaphragm tank of the present invention, a ring-shaped girder is provided in the gas layer above the liquid stored in the tank so as to be transversely developed so as to partition the gas layer vertically and to be fixed to the inner surface of the side wall of the tank. To form a diaphragm that is stretched in a catenary shape by connecting the perimeter to the condensate.Condensation water adhering to the lower surface of the diaphragm drops from the central part of the catenary-like diaphragm toward the storage liquid surface, so that the anticorrosive properties of the tank sidewall inner surface In addition, it is not necessary to form the roof bone to a more robust strength like the conventional two-panel tank, and the structure is simple, so that the liquid in which the corrosive gas is dissolved can be economically used. Can be stored.

【0027】また、上記リング状ガーダを、通行可能な
幅に形成した横隔膜タンクは、リング状ガーダを作業用
足場や点検作業用等の通路に利用できるため、タンクの
建設作業が容易にでき、かつタンクのメインテナンス作
業を容易に行うことができる。
Further, in the diaphragm tank in which the ring-shaped girder is formed to have a passable width, the ring-shaped girder can be used for a work scaffold, a passage for inspection work, etc., so that tank construction work can be facilitated. In addition, maintenance work of the tank can be easily performed.

【0028】気密で折畳み可能なシート体で横隔膜を形
成した横隔膜タンクは、横隔膜の搬送や取付け工事が容
易であるため建設工期を大幅に短縮することができ、ま
た、金属製の気密なシート体で横隔膜を形成した横隔膜
タンクは、耐久性に優れたタンクとすることができる。
A diaphragm tank having a diaphragm formed of an airtight and collapsible sheet member can greatly shorten the construction period because the diaphragm can be easily transported and mounted, and a metal airtight sheet member can be provided. The diaphragm tank having the diaphragm formed therein can be a tank having excellent durability.

【0029】横隔膜で仕切られた上下それぞれの気層部
に、大気と連通する空気抜きを設けた横隔膜タンクは、
上下の気層部に圧力差が生じないため、圧力差による荷
重が横隔膜に加わらず、横隔膜の耐久性を増すことがで
きる。
The upper and lower gas layers separated by the diaphragm are provided with air vents communicating with the atmosphere.
Since there is no pressure difference between the upper and lower gas layers, the load due to the pressure difference is not applied to the diaphragm, and the durability of the diaphragm can be increased.

【0030】[0030]

【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一実施形態例を
一部簡略化して示した縦断面説明図である。
FIG. 1 is an explanatory longitudinal sectional view showing a partially simplified embodiment of a diaphragm tank according to the present invention.

【図2】図1に示した横隔膜タンクの横隔膜とリング状
ガーダとの結合構造事例を拡大して示す断面説明図であ
り、その(a)はL字状に形成したリング状ガーダの事
例説明図で、(b)は通行可能な幅に形成したリング状
ガーダの事例説明図である。
FIG. 2 is an enlarged cross-sectional explanatory view showing an example of a connection structure between a diaphragm and a ring-shaped girder of the diaphragm tank shown in FIG. 1, wherein (a) illustrates an example of an L-shaped ring-shaped girder; FIG. 3B is an explanatory diagram of a case of a ring-shaped girder formed to have a passable width.

【図3】従来技術のタンクを示す部分斜視説明図であ
る。
FIG. 3 is a partial perspective explanatory view showing a conventional tank.

【符号の説明】[Explanation of symbols]

1 底壁 2,2L,2M,2U
側壁 3 屋根 4 屋根骨 5 屋根板 6 貯蔵液体(上水道
水) 7,7L,7U 気層部 8,80,81 リン
グ状ガーダ 8E 延出幅 8F 取付け面 9 横隔膜 10,10U,10L
空気抜き 11 配管
1 Bottom wall 2,2L, 2M, 2U
Side wall 3 Roof 4 Roof bone 5 Roof 6 Storage liquid (tap water) 7, 7L, 7U Gas layer 8, 80, 81 Ring-shaped girder 8E Extension width 8F Mounting surface 9 Diaphragm 10, 10U, 10L
Air release 11 piping

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成11年4月21日(1999.4.2
1)
[Submission date] April 21, 1999 (1999.4.2
1)

【手続補正1】[Procedure amendment 1]

【補正対象書類名】図面[Document name to be amended] Drawing

【補正対象項目名】全図[Correction target item name] All figures

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図1】 FIG.

【図2】 FIG. 2

【図3】 FIG. 3

Claims (4)

【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
ンクであって、そのタンク内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し、かつタンク
側壁内面に固着して設けたリング状ガーダに周縁を結合
してカテナリー状に張設した横隔膜を形成することを特
徴とする横隔膜タンク。
1. A tank for storing a liquid in which a corrosive gas is dissolved, wherein a gas layer above the stored liquid in the tank is provided.
A diaphragm tank characterized by forming a diaphragm extending in a catenary shape by connecting the periphery to a ring-shaped girder fixedly provided on the inner surface of the tank side wall so as to traverse the gas layer portion so as to partition the gas layer vertically.
【請求項2】 上記リング状ガーダは、通行可能な幅に
形成することを特徴とする請求項1記載の横隔膜タン
ク。
2. The diaphragm tank according to claim 1, wherein the ring-shaped girder has a width allowing passage.
【請求項3】 上記横隔膜は、合成樹脂膜材、もしくは
繊維に合成樹脂をコーティングしてなる布膜材の気密で
折畳み可能なシート体、あるいは金属製の気密なシート
体で形成することを特徴とする請求項1、又は2記載の
横隔膜タンク。
3. The air conditioner according to claim 1, wherein the diaphragm is formed of an airtight and foldable sheet body of a synthetic resin film material or a cloth film material obtained by coating fibers with a synthetic resin, or a metal airtight sheet body. The diaphragm tank according to claim 1 or 2, wherein:
【請求項4】 上記横隔膜で仕切られた上下それぞれの
気層部に、大気と連通する空気抜きを設けることを特徴
とする請求項1、2又は3記載の横隔膜タンク。
4. The diaphragm tank according to claim 1, wherein the upper and lower gas layers separated by the diaphragm are provided with air vents communicating with the atmosphere.
JP11113145A 1999-04-21 1999-04-21 Tank with diaphragm Pending JP2000302190A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11113145A JP2000302190A (en) 1999-04-21 1999-04-21 Tank with diaphragm

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11113145A JP2000302190A (en) 1999-04-21 1999-04-21 Tank with diaphragm

Publications (1)

Publication Number Publication Date
JP2000302190A true JP2000302190A (en) 2000-10-31

Family

ID=14604720

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11113145A Pending JP2000302190A (en) 1999-04-21 1999-04-21 Tank with diaphragm

Country Status (1)

Country Link
JP (1) JP2000302190A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001171788A (en) * 1999-12-14 2001-06-26 Mitsui Constr Co Ltd Roof section modifying method for tank
CN103112672A (en) * 2013-02-01 2013-05-22 东莞市永强汽车制造有限公司 Air-liquid supply control system and air-liquid supply control method of tank-truck flexible wave-resistant device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001171788A (en) * 1999-12-14 2001-06-26 Mitsui Constr Co Ltd Roof section modifying method for tank
CN103112672A (en) * 2013-02-01 2013-05-22 东莞市永强汽车制造有限公司 Air-liquid supply control system and air-liquid supply control method of tank-truck flexible wave-resistant device

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