JP2000302188A - Tank with flexible diaphragm - Google Patents

Tank with flexible diaphragm

Info

Publication number
JP2000302188A
JP2000302188A JP11113148A JP11314899A JP2000302188A JP 2000302188 A JP2000302188 A JP 2000302188A JP 11113148 A JP11113148 A JP 11113148A JP 11314899 A JP11314899 A JP 11314899A JP 2000302188 A JP2000302188 A JP 2000302188A
Authority
JP
Japan
Prior art keywords
flexible diaphragm
tank
roof
side wall
liquid
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
JP11113148A
Other languages
Japanese (ja)
Other versions
JP3538805B2 (en
Inventor
Koji Ishii
宏治 石井
Masanori Tamada
正則 玉田
Satoru Yoshida
覚 吉田
Kotaro Tanaka
好太郎 田中
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 JP11314899A priority Critical patent/JP3538805B2/en
Publication of JP2000302188A publication Critical patent/JP2000302188A/en
Application granted granted Critical
Publication of JP3538805B2 publication Critical patent/JP3538805B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a tank with a flexible diaphragm, which can achieve a highly corrosionproof function in a simple structure and is easily assembled, on which repair work is also easy, and which is capable of economically storing a liquid having corrosive gas dissolved therein. SOLUTION: A tank has a flexible diaphragm 8 provided in an air layer portion 7 located above a liquid 6 stored in the tank for storing a liquid in which corrosive gas is dissolved, and the flexible diaphragm 8 is transversely developed so as to laterally patition the air layer portion 7 and is formed in such a manner as to be kept in a loose state. The flexible diaphragm 8 is provided with parts 9P to be supported, which are supported on a tank roof 5, and the circumferential edge of the flexible diaphragm 8 is airtightly joined to 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、
貯蔵液体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
体から分離気化した腐食性ガス、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 separated from the storage liquid absorbs the corrosive gas, for example, chlorine gas, and reduces 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】上水道水の貯蔵液体を貯蔵するドーム屋根
型鋼製円筒形タンクの従来技術の一例を図6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、鋼製円形平板状底壁(図示を省略)の外周縁
部に鋼製円筒形の側壁32を結合して立設し、その側壁
32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33とその屋根骨33の上に張り付けた鋼板製
屋根板34とからなる屋根35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貯蔵
液体(上水道水)36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
筒タンクの貯蔵液体36の最高液面上方に形成される気
層部37と面する側壁32aは貯蔵液体(上水道水)3
6の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、気層部37と面す
る屋根骨33の下面に高耐食鋼板製の屋根板34a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。
[0003] An example of the prior art of a dome-shaped steel cylindrical tank for storing a storage liquid of tap water will be described in more detail with reference to FIG. A steel cylindrical side wall 32 is joined to the outer peripheral edge of a circular flat bottom wall (not shown) and is erected, and is formed at the upper end of the side wall 32 with a shaped steel or the like and is arched. It is constructed by providing a roof 35 consisting of a steel roof frame 33 and a steel plate roof plate 34 stuck on the roof frame 33, and a storage liquid in which chlorine gas for sterilizing corrosive gas is dissolved ( In the case of a dome-roof-type steel cylindrical tank for storing the tap water (water) 36, the gas layer portion 37 and the surface formed above the highest liquid level of the stored liquid 36 of the above-mentioned general dome-roof-type steel cylindrical tank The side wall 32a is a storage liquid (tap water) 3
6 is constructed using a high corrosion-resistant steel plate having higher corrosion resistance than the other side wall materials below the highest liquid level, and a roof plate 34a made of a high corrosion-resistant steel plate is provided on the lower surface of the roof bone 33 facing the gas layer portion 37. Attachment has been made to prevent severe corrosion from dew condensation water.

【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
貯蔵液体(上水道水)を貯蔵する図6のようなタンクに
おいては、雨風を凌ぐ上の屋根板34と腐食を防ぐ下の
屋根板34aの上下二枚の鋼板製屋根板34,34aを
屋根骨33に張設する構造としているために、その二枚
の鋼板製屋根板荷重を支える屋根骨33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. 6 for storing a storage liquid (tap water) in which corrosive gas is dissolved, a roof plate 34 that surpasses rain and wind and a roof plate 34a that prevents corrosion are provided. The upper and lower two steel plate roof plates 34, 34a are stretched over the roof frame 33, so that the roof frame 33 that supports the load of the two steel plate panels must have a more robust structure. Was.

【0005】また、屋根骨33の下に張設する鋼板製屋
根板34aの張り付け作業は上向きで行う多くの困難な
作業があり、加えて張設する鋼板製屋根板34aの溶接
作業も多くあるため、建設費が多くかかるタンクになる
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 plate 34a to be stretched under the roof frame 33 involves many difficult operations to be performed in an upward direction. In addition, the work of welding the steel plate 34a to be stretched is also many. Therefore, there was also an internal problem of an economic problem such as a tank requiring a large construction cost.

【0006】さらに、屋根骨33の下に張設する鋼板製
屋根板34aに腐食等の損傷が生じたときには、その補
修作業には上向きの危険な高所作業が多く存在し、補修
工事は大掛かりで、困難性を多く伴うものであった。
Further, when damage such as corrosion occurs on the steel roof plate 34a stretched under the roof frame 33, the repair work involves many dangerous upward work in the upward direction, and the repair work is extensive. With many difficulties.

【0007】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、重度防食機能を簡単な構造で達
成し、かつ組立て易く、補修工事も容易で、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可撓横
隔膜タンクを提供するものである。
The present invention has been made to solve the above-mentioned problems and the like, and achieves a severe anticorrosion function with a simple structure, is easy to assemble, easy to repair, and economically reduces corrosive gas. An object of the present invention is to provide a flexible diaphragm tank capable of storing dissolved liquid.

【0008】[0008]

【課題を解決するための手段】この発明に係る可撓横隔
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
る如く横断展開し弛みをもたせた可撓横隔膜を設けるタ
ンクであって、該可撓横隔膜は、その可撓横隔膜に設け
た被支持部がタンクの屋根に支持され、かつその可撓横
隔膜の周縁はタンクの側壁に気密に結合するものであ
る。
A flexible diaphragm tank according to the present invention traverses a gas layer above a stored liquid of a tank for storing a liquid in which a corrosive gas is dissolved so as to partition the gas layer vertically. A tank provided with a flexible diaphragm which is developed and slackened, wherein the flexible diaphragm has a supported portion provided on the flexible diaphragm supported by a roof of the tank, and a periphery of the flexible diaphragm is formed on a periphery of the tank. It is airtightly connected to the side wall.

【0009】また、上記可撓横隔膜タンクの可撓横隔膜
は、その可撓横隔膜の上面に設けた被支持部と連結する
索条で屋根に吊り下げ支持するものである。
Further, the flexible diaphragm of the flexible diaphragm tank is suspended and supported on a roof by a cord connected to a supported portion provided on the upper surface of the flexible diaphragm.

【0010】さらに、上記可撓横隔膜タンクの可撓横隔
膜は、タンクの側壁に気密に結合した可撓横隔膜の周縁
を、貯蔵液体の最高液面下方まで延出させて側壁に液密
かつ気密に結合するものである。
Further, the flexible diaphragm of the flexible diaphragm tank extends the periphery of the flexible diaphragm, which is airtightly connected to the side wall of the tank, below the highest liquid level of the stored liquid, so that the side wall is liquid-tight and airtight. It is what combines.

【0011】またさらに、上記可撓横隔膜タンクの可撓
横隔膜の中央部は、気体を封入した複層膜体で形成する
ものである。
Further, the central portion of the flexible diaphragm of the flexible diaphragm tank is formed of a multilayer film in which gas is sealed.

【0012】[0012]

【発明の実施の形態例】この発明に係る可撓横隔膜タン
クについて、図1及至図5の図面を参照しながら、その
実施形態例を説明する。図1は、この発明に係る可撓横
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に示した可撓横隔膜タンク
の可撓横隔膜周縁と側壁との結合部構造例を拡大して示
す部分断面説明図であり、図3は図1の可撓横隔膜タン
クの建設過程を一部簡略化して示した縦断面説明図であ
り、図4は可撓横隔膜の周縁と側壁との結合部構造の他
の実施形態例を示す部分断面説明図であり、図5は気体
を封入した複層膜体で中央部を形成した可撓横隔膜の他
の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。なお、図示の実施形態例は、腐食性ガスの滅菌用塩
素ガスを溶存した貯蔵液体の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可撓横隔膜タンクの事
例である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a flexible diaphragm tank according to the present invention will be described with reference to the drawings of FIGS. FIG. 1 is a longitudinal sectional explanatory view showing a partially simplified embodiment of a flexible diaphragm tank according to the present invention, and FIG. 2 is a sectional view showing the periphery of the flexible diaphragm of the flexible diaphragm tank shown in FIG. FIG. 3 is an enlarged partial cross-sectional explanatory view showing an example of a structure of a connecting portion with a side wall, FIG. 3 is a vertical cross-sectional explanatory view showing a partly simplified construction process of the flexible diaphragm tank of FIG. 1, and FIG. FIG. 5 is a partial cross-sectional explanatory view showing another embodiment of the joint structure between the peripheral edge and the side wall of the flexible diaphragm. FIG. 5 shows another example of the flexible diaphragm having a central portion formed of a multilayer film body in which gas is sealed. It is a longitudinal section explanatory view showing a partly simplified embodiment example. The illustrated embodiment is an example of a flexible diaphragm tank in a dome-roof-type steel cylindrical tank for storing tap water stored in a storage liquid containing chlorine gas for sterilizing corrosive gas.

【0013】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3とその屋根骨3の上
に張り付けた鋼板製屋根板4とからなるドーム型の屋根
5を設ける。そして、貯蔵する貯蔵液体(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弛みをもたせた可撓横隔
膜8を設ける。
First, the bottom wall 1 of the tank is formed of a circular flat plate formed by arranging thin steel members and welding them together on a base (not shown). Side walls 2 are erected and connected to each other, and a steel roof bone 3 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 sheet roof plate 4 stuck on the roof bone 3 A dome-shaped roof 5 is provided. And the stored liquid (tap water) 6
Gas layer 7 formed above the highest liquid level of
Is provided with a flexible diaphragm 8 which is transversely developed and slackened so as to partition the upper and lower sides of the flexible diaphragm.

【0014】上記の底壁1、側壁2、及び屋根5に用い
る材料事例について詳述すると、貯蔵する貯蔵液体(上
水道水)6と直接接触する部分、つまり貯蔵液体(上水
道水)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、貯蔵液体
(上水道水)6から分離気化した塩素ガスが直接接触す
る部分、つまり貯蔵液体(上水道水)6の蔵最高液面よ
り上方で可撓横隔膜8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2Mの部分には、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
つ貯蔵液体(上水道水)6から分離気化した塩素ガスが
直接接触しない部分、つまり可撓横隔膜8の側壁2の結
合部より上方の側壁2Uおよび屋根5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 material examples used for the bottom wall 1, the side wall 2, and the roof 5 will be described in detail. The part directly in contact with the storage liquid (tap water) 6 to be stored, that is, the highest liquid of the storage liquid (tap water) 6 A stainless steel plate of corrosion-resistant steel having corrosion resistance, for example, an austenitic stainless steel plate, is used for a portion of the side wall 2L and the bottom wall 1 below the surface, and chlorine gas separated and vaporized from the storage liquid (tap water) 6 comes in direct contact therewith. That is, the portion of the side wall 2M between the uppermost liquid level of the storage liquid (tap water) 6 and the lower side of the connecting portion of the side wall 2 to which the flexible diaphragm 8 is connected is more corrosion-resistant than corrosion-resistant steel. Use a stainless steel sheet of superior corrosion-resistant steel, such as an austenitic / ferritic duplex stainless steel sheet or a ferritic stainless steel sheet, and use a storage liquid (water (Water) 6 is not directly in contact with the vaporized chlorine gas, that is, the side wall 2U and the roof 5 above the joint between the side walls 2 of the flexible diaphragm 8, if a general weather-resistant steel material is used, An anticorrosion structure is provided, and the tank as a whole is economical.

【0015】ところで、図4に示すように、貯蔵液体
(上水道水)6から分離気化した塩素ガスが直接接触す
る側壁2Mの内面部分を覆うように、側壁2と気密結合
した後の可撓横隔膜8の周縁を、貯蔵液体(上水道水)
6の最高液面下方まで延出させて側壁2Lに液密かつ気
密に、接着、螺着等の着脱自在な止着構造で止着結合し
た場合には、側壁2Mの構成材は防食のための高価な高
耐食鋼を用いる必要がないため、タンク全体として、よ
り経済的な構造となる。
By the way, as shown in FIG. 4, the flexible diaphragm after being air-tightly coupled to the side wall 2 so as to cover the inner surface of the side wall 2M with which the chlorine gas separated and vaporized from the storage liquid (tap water) 6 comes into direct contact. 8 around the storage liquid (tap water)
6 is extended to below the highest liquid level and is liquid-tightly and air-tightly fastened to the side wall 2L by a detachable fastening structure such as bonding or screwing. It is not necessary to use expensive high-corrosion-resistant steel, so that the entire tank has a more economical structure.

【0016】また、上記のような材料を用いて底壁1、
側壁2、及び屋根5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(底壁1,側壁2L)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(側壁2M)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
材料事例のタンクよりも更に安く経済的に建設すること
ができる。
Further, the bottom wall 1 is formed by using the above materials.
When the side walls 2 and the roof 5 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 can be used. The entire tank is constructed, a corrosion-resistant coating or a corrosion-resistant coating is applied to the tank inner surface side of the portion (bottom wall 1, side wall 2L) using the corrosion-resistant steel, and the tank (portion 2M) using the high corrosion-resistant steel. When a high anti-corrosion coating or a high anti-corrosion coating with more excellent anti-corrosion properties is applied to the inner surface, the tank can be constructed more economically and cheaply than the above-mentioned material example tank.

【0017】タンク内の気層部7を上下に仕切る如く横
断展開し下方に弛みをもたせて設ける可撓横隔膜8は、
気密で強靭、かつ高耐食性を備えたシート体、例えばポ
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折畳み可能な布
膜材製のシート体、あるいは折畳み可能な合成樹脂製の
シート体などを用いる。
The flexible diaphragm 8 is provided so as to be transversely developed so as to partition the gas layer 7 in the tank up and down and to be slackened downward.
Airtight, tough, and highly corrosion-resistant sheet material, for example, a sheet material made of a foldable cloth film material in which fibers such as polyester fiber and glass fiber are coated with a synthetic resin such as vinyl chloride resin, or a foldable synthetic resin A sheet member made of, for example, is used.

【0018】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、あるいは合成樹脂のシート体にて可撓
横隔膜8を形成するため、可撓横隔膜8は鋼板製に比べ
て格段に軽いために屋根骨3は鋼板製の2枚屋根板構造
の従来タンクに比べて堅牢さを大幅に軽減することがで
きて経済的に建設でき、加えて、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、さらに折畳んで搬入した可撓横隔膜8をタ
ンク内で展開し、持ち上げて側壁2の内周面へ取付ける
作業も容易であり、かつその取り扱い易さから施工に要
する工期も大幅に短縮することができる。
Since the flexible diaphragm 8 is formed of a sheet of cloth material formed by coating a fiber with a synthetic resin or a sheet of synthetic resin, the flexible diaphragm 8 is much lighter than a steel plate. The roof bone 3 can be constructed more economically because its robustness can be greatly reduced compared to the conventional tank with a two-sheet roofing structure made of steel plate, and it can be folded. The flexible diaphragm 8 that can be folded and transported compactly to the construction site, and is further deployed in the tank, lifted and mounted on the inner peripheral surface of the side wall 2 is also easy, and the handling is easy. The construction period required for construction can be significantly reduced.

【0019】また、可撓横隔膜8は、弛みをもたせて設
けるので、可撓横隔膜8上下の気層部7、7に圧力差が
生じたとしても弛みの変形量を変化させて対応すること
が可能なために損傷し難く、さらに貯蔵液体(上水道
水)6が地震等の影響を受けてスロッシングし、可撓横
隔膜8に万一衝突接触したとしても弛みの変形量を変化
させて対応することが可能なために損傷し難い構造とな
る。
Further, since the flexible diaphragm 8 is provided with a slack, even if a pressure difference occurs between the gas layers 7 and 7 above and below the flexible diaphragm 8, it is possible to respond by changing the deformation of the slack. It is difficult to be damaged because it is possible. Furthermore, even if the stored liquid (tap water) 6 is sloshed under the influence of an earthquake or the like and collides with the flexible diaphragm 8, the amount of slack deformation is changed to cope with it. Is possible, so that the structure is hardly damaged.

【0020】上記シート体で形成した可撓横隔膜8の屋
根5への支持について更に詳述すると、まず、タンク建
設現場に搬入した可撓横隔膜8は、タンク内の底壁1の
上に展開し(図示省略)、可撓横隔膜8の上面に設けた
周縁被支持部9Pを含む被支持部9と索条10とを結合
し、その被支持部9と結合した他方側の索条10は、図
3に示すように屋根骨3などの屋根5に係合し、その屋
根5に係合した索条10を図示省略した人力あるいはク
レーン、もしくはウインチ等の牽引機操作で牽引して可
撓横隔膜8を吊って持ち上げ、牽引した索条10を屋根
5に止着係合して屋根5に可撓横隔膜8を弛みをもたせ
て吊り下げ支持させる。
The support of the flexible diaphragm 8 formed of the sheet member on the roof 5 will be described in more detail. First, the flexible diaphragm 8 carried into the tank construction site is developed on the bottom wall 1 in the tank. (Not shown), the supported part 9 including the peripheral supported part 9P provided on the upper surface of the flexible diaphragm 8 and the cable 10 are connected, and the other side of the cable 10 connected to the supported part 9 is As shown in FIG. 3, the flexible diaphragm is engaged with the roof 5 such as the roof bone 3 and the cable 10 engaged with the roof 5 is towed by a manpower or a crane or a winch or the like, not shown, to operate the towing machine. 8 is lifted, and the pulled ropes 10 are fixedly engaged with the roof 5 to allow the flexible diaphragm 8 to be suspended and supported by the roof 5 with slack.

【0021】周縁被支持部9Pは、側壁2と結合する可
撓横隔膜8周縁から少しタンク中心側に寄った中側の可
撓横隔膜8周縁近傍部に設ける被支持部9であり、その
被支持部9は、その詳細図を省略するが、例えば帯片の
両端部を可撓横隔膜8の上面に縫着あるいは溶着、もし
くは接着またはそれらの組合せで強固に固着したリング
状のタブ等で形成し、索条10、例えば紐あるいはステ
ンレス鋼製ワイヤ、合成繊維ロープ等からなる索条10
を係合して可撓横隔膜8を持ち上げられるように丈夫に
形成する。なお、その設置個数および配設位置などにつ
いては、強度や作業性等を勘案して決める。
The peripheral supported portion 9P is a supported portion 9 provided in the vicinity of the peripheral edge of the flexible diaphragm 8 slightly closer to the center of the tank than the peripheral edge of the flexible diaphragm 8 connected to the side wall 2 and supported by the peripheral portion 9P. Although not shown in detail, the portion 9 is formed by, for example, a ring-shaped tab or the like firmly fixed at both ends of the strip to the upper surface of the flexible diaphragm 8 by sewing, welding, bonding, or a combination thereof. , A rope 10 made of, for example, a string or a stainless steel wire, a synthetic fiber rope, or the like.
Are formed to be strong so that the flexible diaphragm 8 can be lifted. In addition, the number of installations, arrangement positions, and the like are determined in consideration of strength, workability, and the like.

【0022】屋根5と索条10との止着係合は、屋根5
に固着した係合具11、例えば金属製の環状フックある
いは鈎状フック11F、または滑車11Pなどの係合具
11に索条10を係合して行うものであるが、図1及至
図3、図5の事例で詳述すると、被支持部9の真上の屋
根5およびその真上の屋根5から、例えば屋根5の中央
部に設けた開口部5Hにいたる間に索条10をガイドす
るように設置した滑車11P、11P、11P・・・
と、開口部5H内に取付けた鈎状フック11F、11
F、11F・・・とからなる係合具11を設けており、
滑車11Pでガイドし、開口部5Hから延出した索条1
0を牽引機(図示省略)で牽引して可撓横隔膜8を吊り
上げ、その可撓横隔膜8を吊り上げた状態で索条10を
鈎状フック11Fと係合し、索条10を屋根5に止着し
ている。
The fastening engagement between the roof 5 and the cable 10 is
1 and 3, the engaging member 11 is fixed to the engaging member 11 such as a metal annular hook or hook-shaped hook 11F, or a pulley 11P. 5, the rope 10 is guided between the roof 5 directly above the supported portion 9 and the opening 5H provided at the center of the roof 5, for example. Pulleys 11P, 11P, 11P ...
And hook-shaped hooks 11F, 11 attached in the opening 5H.
F, 11F... Are provided.
Cable 1 that is guided by pulley 11P and extends from opening 5H
0 is pulled by a towing machine (not shown) to lift the flexible diaphragm 8, and in a state where the flexible diaphragm 8 is lifted, the rope 10 is engaged with the hook-shaped hook 11 </ b> F to stop the rope 10 on the roof 5. I'm wearing

【0023】上記のように索条10を、滑車11P及び
鈎状フック11Fからなる係合具11を用いて屋根5に
止着係合する構造とした場合には、皺の発生が少ない展
開状態で可撓横隔膜8を容易に吊り上げることができ、
かつ索条10の屋根5への止着作業もきわめて簡単に行
うことができる。
When the rope 10 is fixedly engaged with the roof 5 by using the engaging member 11 composed of the pulley 11P and the hook 11F as described above, the unfolded state in which wrinkles are less generated. The flexible diaphragm 8 can be easily lifted with
In addition, the work of fixing the cable 10 to the roof 5 can be performed very easily.

【0024】しかしながら、可撓横隔膜8の被支持部9
を屋根5に止着係合する構造は、図4の周縁被支持部9
P’の止着係合構造事例で示したように、可撓横隔膜8
に設ける周縁被支持部9P’には、前述したタブ等は形
成しないで、可撓横隔膜8の周縁被支持部9P’を、直
接的に屋根5に押し付け、その押し付けた周縁被支持部
9P’を、抑え板等を用いた螺着結合等の着脱自在な結
合で屋根5に直接的に係合止着する構造を採用してもよ
く、その構造を採用した場合においては後からの施工で
も止着点数を増加し易く、かつその止着点数を増加する
ことによって、下方に弛ませて設ける可撓横隔膜8の形
状は容易に調整できるため、局部的に生じる変形の発生
を防止し易い。
However, the supported portion 9 of the flexible diaphragm 8
The structure for fastening and engaging the roof with the roof 5 is the same as that shown in FIG.
As shown in the fixing engagement structure example of P ', the flexible diaphragm 8
The peripheral supported portion 9P ′ of the flexible diaphragm 8 is directly pressed against the roof 5 without forming the above-described tab or the like on the peripheral supported portion 9P ′ provided at the peripheral support portion 9P ′. May be employed in such a manner that it is directly engaged and fixed to the roof 5 by a detachable connection such as a screw connection using a holding plate or the like. It is easy to increase the number of fastening points, and by increasing the number of fastening points, the shape of the flexible diaphragm 8 that is provided to be slackened downward can be easily adjusted, so that it is easy to prevent the locally occurring deformation.

【0025】そして、図2に示すように、可撓横隔膜8
に設けた被支持部9の内、少なくとも可撓横隔膜8の周
縁近傍部に設けた周縁被支持部9Pが屋根5に支持さ
れ、二点鎖線で示したように垂れ下がり状態となった可
撓横隔膜8の周縁は、タンクの側壁2の内周面に固着し
たリングガーダ12へ押し当て、そのリングガーダ12
に設けた結合用の孔に、可撓横隔膜8の周縁に設けた結
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
12Pを被せ、孔にボルトを通し、ナットで緊締する螺
着結合等の着脱自在な結合で、実線で示したようにタン
クの側壁2に気密に結合する。
Then, as shown in FIG. 2, the flexible diaphragm 8
Of the supported portions 9 provided in the above, at least a peripheral supported portion 9P provided in the vicinity of the peripheral edge of the flexible diaphragm 8 is supported by the roof 5 and is in a hanging state as indicated by a two-dot chain line. 8 is pressed against a ring girder 12 fixed to the inner peripheral surface of the side wall 2 of the tank.
The hole for connection provided on the periphery of the flexible diaphragm 8 is aligned with the hole for connection provided on the flexible diaphragm 8. 12P, the bolt is passed through the hole, and is detachably connected to the tank by a detachable connection such as a screw connection tightened with a nut, as shown by a solid line, and is airtightly connected to the side wall 2 of the tank.

【0026】上記のように可撓横隔膜8に設けた被支持
部9で可撓横隔膜8を屋根5に支持して、可撓横隔膜8
の周縁をタンクの側壁2に結合する構造に形成すると、
可撓横隔膜8の重量は屋根5に分散支持されるので、可
撓横隔膜8と側壁2との結合部には可撓横隔膜8の全重
量が作用しないために可撓横隔膜8と側壁2との結合作
業はきわめて簡単に行うことができ、さらに可撓横隔膜
8と側壁2との結合部のシール性は大きな荷重が加わら
ないために長期に渡って確保でき、シールの耐久性に、
より優れた気密結合が可能となる。
The flexible diaphragm 8 is supported on the roof 5 by the supported portions 9 provided on the flexible diaphragm 8 as described above.
Is formed into a structure that joins the periphery of the tank to the side wall 2 of the tank.
Since the weight of the flexible diaphragm 8 is dispersedly supported by the roof 5, the entire weight of the flexible diaphragm 8 does not act on the joint between the flexible diaphragm 8 and the side wall 2, so that the flexible diaphragm 8 and the side wall 2 The joining operation can be performed very easily, and the sealing property of the joining portion between the flexible diaphragm 8 and the side wall 2 can be secured for a long time because a large load is not applied.
Better airtight coupling is possible.

【0027】また、可撓横隔膜8と側壁2との結合構造
を、可撓横隔膜8が索条10で屋根5に吊り下げ支持さ
れた状態で、螺着結合等の着脱自在な結合を用いて行う
構造に形成すると、万一可撓横隔膜8が損傷した際に
は、可撓横隔膜8と側壁2との着脱自在な結合を外し、
索条10をゆるめて可撓横隔膜8をタンク内の底壁1の
上に降下させて取り外し、新規な可撓横隔膜8を索条1
0に連結して持ち上げて屋根5に吊り下げ支持し、可撓
横隔膜8と側壁2とを着脱自在な結合で結合することに
よって新規な可撓横隔膜8にきわめて安全、かつ簡単に
取り替え補修することができる。
The connecting structure between the flexible diaphragm 8 and the side wall 2 is formed by using a detachable connection such as a screw connection in a state where the flexible diaphragm 8 is suspended and supported on the roof 5 by the cords 10. When the flexible diaphragm 8 is damaged, the detachable connection between the flexible diaphragm 8 and the side wall 2 is released.
Loosen the cable 10 and drop the flexible diaphragm 8 down onto the bottom wall 1 in the tank to remove the new flexible diaphragm 8 from the cable 1.
0, which is lifted up and hung on the roof 5 to be supported, and the flexible diaphragm 8 and the side wall 2 are detachably connected to each other so that the new flexible diaphragm 8 can be replaced and repaired very safely and easily. Can be.

【0028】また、図5に示したように、可撓横隔膜8
の中央部を、気体8Gを封入した複層膜体8Wで形成す
ると、気体8Gを封入した中央部は気体8Gの封入圧力
によって剛性が高まるために可撓横隔膜8を持ち上げ下
げする際の作業が容易となるため、可撓横隔膜8の設置
取付け作業や取替え時の撤去作業を簡単に行うことがで
きる。さらに、複層膜体8Wに封入する気体8Gをヘリ
ウムなどの空気より軽い気体8Gを封入し、可撓横隔膜
8に浮力を与えれば、可撓横隔膜8の被支持部9に加わ
る荷重が軽減されるために可撓横隔膜8の耐久性を増す
ことができる。なお、図5に示した可撓横隔膜8の実施
形態例は、中膨れの円盤形状を呈しているが、その形状
は、図示を省略するが、管状に形成した複層膜体8Wを
外周部に円環状に設けた形状、あるいは中央部から外周
部に向けて放射状に設けた形状、あるいはそれらの形状
を組合せた形状等に形成すれば、前述した底壁1の上で
の可撓横隔膜の展開作業が簡単に施工でき、展開作業の
工期短縮と展開作業時の可撓横隔膜損傷防止に役立つ。
As shown in FIG. 5, the flexible diaphragm 8
Is formed by the multilayer film body 8W in which the gas 8G is sealed, the rigidity of the central portion in which the gas 8G is sealed is increased by the sealing pressure of the gas 8G. Since it becomes easy, the installation work of the flexible diaphragm 8 and the removal work at the time of replacement can be easily performed. Further, when the gas 8G to be filled in the multilayer film body 8W is filled with a gas 8G lighter than air such as helium and buoyancy is given to the flexible diaphragm 8, the load applied to the supported portion 9 of the flexible diaphragm 8 is reduced. Therefore, the durability of the flexible diaphragm 8 can be increased. Although the embodiment of the flexible diaphragm 8 shown in FIG. 5 has a medium bulging disk shape, the shape of which is not shown, but the tubular multi-layer film body 8W is attached to the outer peripheral portion. The shape of the flexible diaphragm on the bottom wall 1 described above can be formed into a shape provided in an annular shape, a shape provided radially from the central portion to the outer peripheral portion, or a shape obtained by combining those shapes. The deployment work can be easily performed, which is useful for shortening the construction period of the deployment work and preventing the flexible diaphragm from being damaged during the deployment work.

【0029】また、図示は省略するが、タンク内に可撓
横隔膜が設けられることによって仕切られた上下の気層
部に生じる圧力差で可撓横隔膜に荷重が加わらないよう
に、可撓横隔膜の張設によって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それぞれ設けれ
ば、可撓横隔膜の被支持部や可撓横隔膜と側壁との結合
部に余計な荷重が加わらないために可撓横隔膜の耐久性
を、更に増すことが可能となる。
Although not shown in the drawings, the flexible diaphragm is provided so that a load is not applied to the flexible diaphragm due to a pressure difference generated between the upper and lower gas layers separated by the provision of the flexible diaphragm in the tank. If an air vent communicating with the atmosphere is provided in each of the upper and lower gas layers separated by the stretching, no extra load is applied to the supported portion of the flexible diaphragm and the joint between the flexible diaphragm and the side wall. In addition, the durability of the flexible diaphragm can be further increased.

【0030】さらに図示の実施形態例は、上水道水の貯
蔵液体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、この発明に係る可撓横隔膜タン
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も
適用することができる。
Further, the illustrated embodiment is an example of a cylindrical tank made of dome-shaped steel for storing the storage liquid of tap water. In the flexible diaphragm tank according to the present invention, the storage material is diluted sulfuric acid. A tank storing a liquid in which other corrosive gas is dissolved, or a tank having another roof shape such as a conical roof, or a tank having another side wall shape such as a rectangular side wall, and components Can also be applied to tanks and the like made of other components such as concrete structures.

【0031】[0031]

【発明の効果】この発明に係る可撓横隔膜タンクは、貯
蔵液体上方の気層部を上下に仕切る如く横断展開し弛み
をもたせて設けた可撓横隔膜が、その可撓横隔膜に設け
た被支持部で屋根に支持され、かつ可撓横隔膜の周縁は
タンクの側壁に気密に結合するので、可撓横隔膜に加わ
る荷重は弛みの変形によって対応することができ、また
可撓横隔膜の重量が屋根に分散支持されるために可撓横
隔膜の側壁への結合作業が容易であるとともにその結合
部のシール機能の耐久性を増すことができる。よって、
重度防食機能を簡単な構造で達成し、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。
In the flexible diaphragm tank according to the present invention, the flexible diaphragm provided so as to be transversely developed and slackened so as to partition the gas layer above the stored liquid up and down is supported by the flexible diaphragm provided on the flexible diaphragm. The load applied to the flexible diaphragm can be accommodated by the deformation of the slack, because the periphery of the flexible diaphragm is airtightly connected to the side wall of the tank, and the weight of the flexible diaphragm is reduced to the roof. Since the flexible diaphragm is supported in a dispersed manner, it is easy to join the flexible diaphragm to the side wall, and the durability of the sealing function of the joint can be increased. Therefore,
A severe anticorrosion function can be achieved with a simple structure, and a liquid in which corrosive gas is dissolved can be stored economically.

【0032】また、可撓横隔膜の上面に設けた被支持部
と連結する索条で可撓横隔膜を屋根に吊り下げ支持する
可撓横隔膜タンクは、新規な可撓横隔膜と容易に取替え
ることが可能であるため、万一可撓横隔膜が損傷したと
してもその取替え補修を簡単に行うことができる。
Further, the flexible diaphragm tank which suspends and supports the flexible diaphragm on the roof with a cord connected to the supported portion provided on the upper surface of the flexible diaphragm can be easily replaced with a new flexible diaphragm. Therefore, even if the flexible diaphragm is damaged, it can be easily replaced and repaired.

【0033】さらに、タンクの側壁に気密に結合した上
記可撓横隔膜の周縁を、貯蔵液体の最高液面下方まで延
出させて側壁に液密かつ気密に結合する可撓横隔膜タン
クにおいては、側壁の防食構成部材として高価な高耐食
鋼を用いる必要がないため、より経済的なタンクとする
ことができる。
Further, in the flexible diaphragm tank, the periphery of the flexible diaphragm airtightly connected to the side wall of the tank extends to below the maximum liquid level of the stored liquid and is connected to the side wall in a liquid-tight and airtight manner. It is not necessary to use expensive high-corrosion-resistant steel as an anti-corrosion component, so that a more economical tank can be provided.

【0034】またさらに、気体を封入した複層膜体で上
記可撓横隔膜の中央部を形成する可撓横隔膜タンクは、
気体を封入した中央部の剛性が高まるために持ち上げ下
げする作業がきわめて容易となるので、その設置作業や
取替え時の撤去作業が簡単に行うことができる。
Further, the flexible diaphragm tank, which forms the central portion of the flexible diaphragm with a multilayer film body filled with gas,
Since the rigidity of the central portion in which the gas is sealed is increased, the work of lifting and lowering is extremely easy, so that the installation work and the removal work at the time of replacement can be easily performed.

【0035】[0035]

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

【図1】この発明に係る可撓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 flexible diaphragm tank according to the present invention.

【図2】図1に示した可撓横隔膜タンクの可撓横隔膜周
縁と側壁との結合部構造例を拡大して示す部分断面説明
図である。
FIG. 2 is an enlarged partial cross-sectional view showing an example of a structure of a joint between a peripheral edge and a side wall of the flexible diaphragm of the flexible diaphragm tank shown in FIG. 1;

【図3】図1の可撓横隔膜タンクの建設過程を一部簡略
化して示した縦断面説明図である。
FIG. 3 is an explanatory longitudinal sectional view showing a partially simplified construction process of the flexible diaphragm tank shown in FIG. 1;

【図4】可撓横隔膜の周縁と側壁との結合部構造におけ
る他の実施形態例を示す部分断面説明図である。
FIG. 4 is a partial cross-sectional explanatory view showing another embodiment of the structure of the joint between the peripheral edge and the side wall of the flexible diaphragm.

【図5】気体を封入した複層膜体で中央部を形成した可
撓横隔膜の他の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. 5 is an explanatory longitudinal sectional view showing a partially simplified example of another embodiment of a flexible diaphragm having a central portion formed of a multilayer film in which gas is sealed.

【図6】従来のタンクを示す部分斜視説明図である。FIG. 6 is a partial perspective view illustrating a conventional tank.

【符号の説明】[Explanation of symbols]

1 底壁 2、2L、2M、2
U 側壁 3 屋根骨 4 屋根板 5 屋根 5H 屋根開口部 6 貯蔵液体(上水道水) 7 気層部 8 可撓横隔膜 8W 複層膜体 8G 気体 9 被支持部 9P、9P’ 周縁被支持部 10 索条 11、11P、11F 係合具 12 リングガーダ
1 Bottom wall 2, 2L, 2M, 2
U side wall 3 roof bone 4 roof plate 5 roof 5H roof opening 6 stored liquid (tap water) 7 gas layer 8 flexible diaphragm 8W multi-layered film body 8G gas 9 supported part 9P, 9P 'peripheral supported part 10 rope Article 11, 11P, 11F Engagement tool 12 Ring girder

───────────────────────────────────────────────────── フロントページの続き (72)発明者 田中 好太郎 東京都大田区東糀谷6丁目5番1号 株式 会社石井鐵工所内 Fターム(参考) 3E070 AA03 AB09 BA10 BB10 DA01 DA10 DA18 RA01 RA16  ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Kotaro Tanaka 6-5-1 Higashi-Kojiya, Ota-ku, Tokyo F-term in Ishii Iron Works Co., Ltd. (Reference) 3E070 AA03 AB09 BA10 BB10 DA01 DA10 DA18 RA01 RA16

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
切る如く横断展開し弛みをもたせた可撓横隔膜を設ける
タンクであって、該可撓横隔膜は、その可撓横隔膜に設
けた被支持部がタンクの屋根に支持され、かつその可撓
横隔膜の周縁はタンクの側壁に気密に結合することを特
徴とする可撓横隔膜タンク。
A tank provided with a flexible diaphragm which is transversely developed and slackened in a gas layer above a stored liquid in a tank for storing a liquid in which a corrosive gas is dissolved, so as to partition the gas layer vertically. The flexible diaphragm is characterized in that a supported portion provided on the flexible diaphragm is supported on a roof of a tank, and a periphery of the flexible diaphragm is airtightly connected to a side wall of the tank. tank.
【請求項2】 上記可撓横隔膜は、その可撓横隔膜の上
面に被支持部を設け、その被支持部と連結する索条で屋
根に吊り下げ支持することを特徴とする請求項1記載の
可撓横隔膜タンク。
2. The flexible diaphragm according to claim 1, wherein a supported portion is provided on an upper surface of the flexible diaphragm, and the flexible diaphragm is suspended and supported on a roof by a cord connected to the supported portion. Flexible diaphragm tank.
【請求項3】 上記可撓横隔膜は、タンクの側壁に気密
に結合した可撓横隔膜の周縁を、貯蔵液体の最高液面下
方まで延出させて側壁に液密かつ気密に結合することを
特徴とする請求項1、又は2記載の可撓横隔膜タンク。
3. The flexible diaphragm is characterized in that the periphery of the flexible diaphragm airtightly connected to the side wall of the tank extends below the maximum liquid level of the stored liquid and is liquid-tightly and airtightly connected to the side wall. The flexible diaphragm tank according to claim 1 or 2, wherein:
【請求項4】 上記可撓横隔膜の中央部は、気体を封入
した複層膜体で形成することを特徴とする請求項1、2
又は3記載の可撓横隔膜タンク。
4. The flexible diaphragm according to claim 1, wherein a central portion of the flexible diaphragm is formed of a multilayer film in which gas is sealed.
Or the flexible diaphragm tank according to 3.
JP11314899A 1999-04-21 1999-04-21 Flexible diaphragm tank Expired - Fee Related JP3538805B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11314899A JP3538805B2 (en) 1999-04-21 1999-04-21 Flexible diaphragm tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11314899A JP3538805B2 (en) 1999-04-21 1999-04-21 Flexible diaphragm tank

Publications (2)

Publication Number Publication Date
JP2000302188A true JP2000302188A (en) 2000-10-31
JP3538805B2 JP3538805B2 (en) 2004-06-14

Family

ID=14604795

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3538805B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003072884A (en) * 2001-08-31 2003-03-12 Ishii Iron Works Co Ltd Concrete tank
JP2003072883A (en) * 2001-08-31 2003-03-12 Ishii Iron Works Co Ltd Concrete tank
JP2004059006A (en) * 2002-07-25 2004-02-26 Ishii Iron Works Co Ltd Membrane-lined spherical reservoir
JP2011020710A (en) * 2009-07-16 2011-02-03 Abe Nikko Kogyo:Kk Method and structure for repairing dome roof of existing tank
JP2021031097A (en) * 2019-08-22 2021-03-01 ダイプラ株式会社 Storage tank, and manufacturing method of storage tank

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8899835B2 (en) 2010-06-15 2014-12-02 David D. Russell Self-supporting bladder system for a double wall tank
CN105151568B (en) * 2015-09-30 2017-09-29 泰山恒信有限公司 Stainless steel ripple diaphragm plate storage tank

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003072884A (en) * 2001-08-31 2003-03-12 Ishii Iron Works Co Ltd Concrete tank
JP2003072883A (en) * 2001-08-31 2003-03-12 Ishii Iron Works Co Ltd Concrete tank
JP2004059006A (en) * 2002-07-25 2004-02-26 Ishii Iron Works Co Ltd Membrane-lined spherical reservoir
JP2011020710A (en) * 2009-07-16 2011-02-03 Abe Nikko Kogyo:Kk Method and structure for repairing dome roof of existing tank
JP2021031097A (en) * 2019-08-22 2021-03-01 ダイプラ株式会社 Storage tank, and manufacturing method of storage tank
JP7078580B2 (en) 2019-08-22 2022-05-31 タキロンシーアイシビル株式会社 Storage tank and manufacturing method of storage tank

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