JPH0115667Y2 - - Google Patents

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Publication number
JPH0115667Y2
JPH0115667Y2 JP1984065551U JP6555184U JPH0115667Y2 JP H0115667 Y2 JPH0115667 Y2 JP H0115667Y2 JP 1984065551 U JP1984065551 U JP 1984065551U JP 6555184 U JP6555184 U JP 6555184U JP H0115667 Y2 JPH0115667 Y2 JP H0115667Y2
Authority
JP
Japan
Prior art keywords
plate
wall
storage tank
double
double structure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP1984065551U
Other languages
Japanese (ja)
Other versions
JPS60177096U (en
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 filed Critical
Priority to JP6555184U priority Critical patent/JPS60177096U/en
Publication of JPS60177096U publication Critical patent/JPS60177096U/en
Application granted granted Critical
Publication of JPH0115667Y2 publication Critical patent/JPH0115667Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 考案の目的 この考案は、2重構造壁板によつて作られた貯
槽に関するものである。
[Detailed description of the invention] Purpose of the invention This invention relates to a storage tank made of double-walled wall plates.

「産業上の利用分野」 この考案は、単室又は多室の粉粒体・液体の貯
槽に利用されるものである。
"Industrial Application Field" This invention is used in single- or multi-chamber storage tanks for powder, granular materials, and liquids.

従来の技術 従来の円筒形状や角筒形状の貯槽においては、
書籍:粉粒体の貯槽と供給装置(発行所 日刊工
業新聞社 発行日 昭53.11.10)に見られるよう
に、槽壁、隔壁に使用される部材は、貯槽される
粉粒体・液体の側圧に耐えるため、曲げ強度の大
きい平面板が使用されている。
Conventional technology In conventional cylindrical or square cylinder shaped storage tanks,
As seen in the book: Powder storage tank and supply device (Publisher: Nikkan Kogyo Shimbun, Publication date: November 10, 1980), the materials used for tank walls and partition walls are In order to withstand lateral pressure, flat plates with high bending strength are used.

円筒形状の貯槽は、内部の圧力が均一に槽壁面
に働き、側板(胴板)は一様な引張力を受ける構
造上の利点を有するが、多室に構成した貯槽で
は、隔壁を構成する平面板の曲げ強度の不足を補
う目的で形鋼の補強部材が取付けられる。
A cylindrical storage tank has the structural advantage that the internal pressure acts uniformly on the tank wall and the side plate (body plate) receives uniform tensile force, but in a multi-chambered storage tank, the internal pressure acts uniformly on the tank wall. A reinforcing member made of shaped steel is installed to compensate for the lack of bending strength of the flat plate.

角筒形状の貯槽においては、力学的に槽壁の平
面板に圧力を受けるので厚い材料を用いるか、十
分な補強部材を設ける必要があるので、円筒形状
の貯槽に較べて建設費が高くなるが、狭い床面積
を有効に利用される長所を有する。また平面板を
用いて多室に形成させる場合は、その板の曲げ強
度を補う目的で形鋼の補強部材で補強される。
In a rectangular cylindrical storage tank, the pressure is mechanically applied to the flat plate of the tank wall, so it is necessary to use thicker material or provide sufficient reinforcing members, so the construction cost is higher than that of a cylindrical storage tank. However, it has the advantage of making effective use of a small floor space. In addition, when forming a multi-chamber structure using a flat plate, the plate is reinforced with a reinforcing member made of shaped steel in order to supplement the bending strength of the plate.

上記いずれの形式の貯槽においても、平面板を
もつて貯槽を構成すると下記のような諸問題があ
る。
In any of the above types of storage tanks, if the storage tank is configured with a flat plate, the following problems arise.

(i) 多室を形成させる隔壁に用いられる平面板の
補強部材は凸起部を構成し、この凸起部は粉粒
体の排出時に実質摩擦力を増大させてブリツヂ
(架橋)の形成及び凸起部に滞溜する粉粒体の
崩落現象を起して排出を困難にする等のトラブ
ルの原因となる。また凸起部に滞溜する滞溜物
は経時変化によつて変質を起し易い。
(i) The reinforcing member of the flat plate used for the partition wall forming the multi-chambers constitutes a convex part, and this convex part substantially increases the frictional force when discharging the powder and granules to form bridges and This may cause problems such as the powder and granules that accumulate on the protrusions collapsing, making it difficult to discharge. In addition, the accumulated material that accumulates in the convex portion is likely to undergo deterioration due to changes over time.

(ii) 平面板を使用した貯槽は、熱の伝導のため
に、昼夜間等の気温差によつて内壁面に結露を
生じ易い。この結露は粉粒体の品質を損ねると
共に粉粒体の内壁面に付着をうながすと共に、
平面板の材質によつては発錆を助長させる。液
体貯槽においては内外温度差によつて外壁面に
結露し発錆の原因となる。
(ii) Storage tanks using flat plates are prone to condensation on the inner walls due to temperature differences between day and night due to heat conduction. This condensation impairs the quality of the powder and granules, and promotes adhesion to the inner wall surface of the powder and granules.
Depending on the material of the flat plate, rusting may be promoted. In liquid storage tanks, the temperature difference between inside and outside causes dew condensation on the outer wall surface, causing rust.

(iii) 平面板は構造力学的に断面係数が小さく、板
厚を厚くしてもそれ程有効でなく、補強部材で
強度を補うことになり高価となる。
(iii) Plane plates have a small section modulus in terms of structural mechanics, so increasing the plate thickness is not very effective, and the strength must be supplemented with reinforcing members, making it expensive.

考案の構成 「考案の解決しようとする問題点」 この考案は、上記平面板で構成された貯槽のも
たらす上述の各項目に記載の諸問題を解決し、し
かも経済的に提供しようとするものである。この
考案は上記諸問題を解決するために、次のような
手段を採つた。
Structure of the invention ``Problems that the invention attempts to solve'' This invention attempts to solve the problems described in each of the above items caused by the storage tank composed of the above-mentioned flat plates, and to provide it economically. be. This invention adopted the following measures to solve the above problems.

「問題点を解決するための手段」 二枚の平面板で折板、デツキプレート等の中間
部材を挟持させ、各当接部を互いに結合させて2
重構造壁板を構成し、この壁板の両側端部に嵌合
用部材を設け、この壁板をもつて貯槽の槽壁部又
は槽壁部と隔壁部を構成するようにした。
"Means for solving the problem" An intermediate member such as a folded plate or a deck plate is sandwiched between two flat plates, and each contact part is connected to each other.
A heavy structure wall plate is constructed, fitting members are provided at both ends of the wall plate, and the wall plate constitutes a tank wall portion of a storage tank or a partition wall portion with the tank wall portion.

このように構成することによつて、次のような
作用・効果をもたらす。
This configuration brings about the following actions and effects.

「作用」 2重構造壁板を構成する平面板は、中間部材の
力学的強度の総合によつて強度を高めることがで
きるので、従来採用されている平面板の厚さ(6
〜10mm)よりも薄板(1〜2mm)となし得るので
軽量化が図られ、施工作業が容易となる。中間部
材の存在によつて断面係数が大きく、曲げ強度を
大きくすることができる。さらに、中間部材はス
ペーサーとしての役割を持ち、中間部材で形成さ
れる空気層は狭い容量に区隔されるので空気が対
流することなく断熱効果が大きく結露の発生防止
に寄与する。
``Function'' The strength of the flat plates that make up the double-layered wall plate can be increased by combining the mechanical strengths of the intermediate members, so the thickness of the conventionally used flat plates (6
Since it can be made into a thinner plate (1 to 2 mm) than 10 mm), it is lighter and the construction work is easier. Due to the presence of the intermediate member, the section modulus is large and the bending strength can be increased. Furthermore, the intermediate member has a role as a spacer, and the air layer formed by the intermediate member is separated into a narrow volume, so that no air convection occurs and the insulation effect is large and contributes to the prevention of dew condensation.

従つて、このように構成された2重構造壁板を
もつて作製された貯槽は、その2重構造壁板を取
付ける躯体で十分であるので補強部材は必要とし
ない。角筒形状貯槽においては、大容量貯槽の場
合でも補強部材は大幅に少なくすることができ
る。
Therefore, a storage tank made with a double-layered wall plate configured in this manner does not require a reinforcing member since the frame to which the double-layered wall plate is attached is sufficient. In the case of a rectangular cylinder-shaped storage tank, the number of reinforcing members can be significantly reduced even in the case of a large-capacity storage tank.

また、多室に構成された貯槽も、内部補強部材
を必要としないので内壁面を平滑にすることがで
きるので、架橋現象や崩落現象の発生が軽減され
る。
Further, since a multi-chambered storage tank does not require an internal reinforcing member, the inner wall surface can be made smooth, thereby reducing the occurrence of bridging and collapsing phenomena.

液体貯槽の場合には、二重構造壁板の中間部材
を水平方向にし、かつ槽壁の下側部を水密構造に
して、2重構造壁板の中空部に注水させて槽の漏
水試験に供することができ、貯槽内に注水して漏
洩試験を行なうよりも遥かに安価に試験を行なう
ことができる。
In the case of a liquid storage tank, the intermediate member of the double-layered wall plate is oriented horizontally, the lower part of the tank wall is made watertight, and water is injected into the hollow part of the double-layered wall plate to perform a leakage test of the tank. The test can be performed at a much lower cost than injecting water into a storage tank and performing a leakage test.

次に、実施例を示す添付図面に基づいてこの考
案の構成を説明する。
Next, the configuration of this invention will be explained based on the accompanying drawings showing examples.

「実施例」 第1図は、2重構造壁板を折板で構成した断面
図、第2図はデツキプレートで構成した2重構造
壁板の断面図、第3図は一部を切開して示した2
重構造壁板の斜視図である。
"Example" Figure 1 is a sectional view of a double structure wall board made of folded plates, Figure 2 is a sectional view of a double structure wall board made of deck plates, and Figure 3 is a partially cutaway view. 2 shown
It is a perspective view of a heavy structure wall board.

各図において、1,1′は平面板であり、2は
中間部材としての折板、3はデツキプレートであ
り、これらの中間部材は形付け鉄板として市販さ
れている。中間部材を平面板1,1′で挾持させ
て、両材の当接部をリベツト又はスポツトウエル
ドして結合4させることにより2重構造壁板が構
成される。
In each figure, 1 and 1' are flat plates, 2 is a folded plate as an intermediate member, and 3 is a deck plate, and these intermediate members are commercially available as shaped iron plates. A double structure wall board is constructed by sandwiching the intermediate member between the flat plates 1 and 1' and joining them together 4 by riveting or spot welding the abutting portions of the two members.

このように構成された2重構造壁板の両側端部
に嵌合用部材5(図示はみぞ形鋼)が嵌着され
る。
Fitting members 5 (illustrated as groove-shaped steel) are fitted to both ends of the double structure wall plate constructed in this way.

図示は、中間部材として折板2、デツキプレー
ト3を一層にして2重構造壁板を構成した例を示
したが、貯槽の容量と設計強度を考慮して2層以
上の多層または第4図に示すように中間部材をク
ロスもしくは第5図に示すように中間部材を背中
合せにして2重構造壁板を構成させる。第4図及
び第5図においては、中間部材として折板2の例
を示したが、デツキプレート3についても同様に
構成させることができる。
The illustration shows an example in which the folded plate 2 and the deck plate 3 are used as intermediate members in a single layer to form a double structure wall plate. As shown in FIG. 5, the intermediate members are crossed, or as shown in FIG. 5, the intermediate members are placed back to back to constitute a double structure wall board. Although FIG. 4 and FIG. 5 show an example of the folded plate 2 as the intermediate member, the deck plate 3 can also be constructed in the same manner.

また、中間部材で形成される中空部内に、グラ
スウール、パーライト等の断熱材を封入してもよ
い。このようにすることにより、断熱効果の増大
が図られる。
Further, a heat insulating material such as glass wool or perlite may be enclosed in the hollow portion formed by the intermediate member. By doing so, the heat insulation effect can be increased.

第6図は、この考案で述べられる2重構造壁板
を用いて貯槽を構成した一実施態様図である。
FIG. 6 is a diagram showing one embodiment of a storage tank constructed using the double wall structure described in this invention.

鉄筋コンクリート柱6で構築されるスラブ7面
上に所定の長さの主柱8が所定の間隔で立設さ
れ、この主柱間に、符号Aで表現される2重構造
壁板が嵌挿されて外側壁部が構成される。主柱は
2重構造壁板を嵌挿させる断面形状に選定され
る。実用上は形鋼柱又は複合形鋼柱が用いられ
る。多室に構成する場合は、室数に応じた主柱間
に2重構造壁板を嵌挿させて構成される。図中の
9はホツパー、10は水平材、11は間柱、12
は筋カイ、13はバリ部材、14は手すり、15
は階段を示す。
Main columns 8 of a predetermined length are erected at predetermined intervals on the surface of the slab 7 constructed with reinforced concrete columns 6, and a double structure wall plate represented by the symbol A is inserted between the main columns. The outer wall portion is constituted by the outer wall portion. The main pillar is selected to have a cross-sectional shape that allows the double-layered wall plate to be inserted into it. In practice, a shaped steel column or a composite shaped steel column is used. When configuring it to have multiple rooms, it is constructed by inserting double wall panels between the main pillars according to the number of rooms. In the diagram, 9 is a hopper, 10 is a horizontal member, 11 is a stud, 12
13 is a burr member, 14 is a handrail, 15
indicates stairs.

考案の効果 この考案は、上記のように構成することによ
り、次に述べるようなこの考案特有の効果をもた
らす。
Effects of the invention By configuring as described above, this invention brings about the following effects unique to this invention.

a 内壁面はいずれも完全に平滑なので、架橋、
崩落現象防止に有効である。
a. All inner wall surfaces are completely smooth, so crosslinking,
Effective in preventing collapse phenomena.

b 断熱効果が大きく、気温差等による結露の発
生が少ない。
b. Great insulation effect, less condensation due to temperature differences, etc.

c 補強部材を特に必要としないので建設費が安
く、貯槽の外観も美しく、かつ塗装補修費の節
減が図られる。
c. Since no reinforcing members are particularly required, construction costs are low, the appearance of the storage tank is beautiful, and painting and repair costs can be reduced.

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

図面は本考案の実施例を示すものにして、第1
図及び第2図は2重構造壁体の構成を示す断面
図、第3図は一部切開して示した2重構造壁板の
斜視図、第4図及び第5図は2重構造壁板の別の
実施態様を示す断面図、第6図は2重構造壁板を
用いて構成した貯槽の一実施態様図である。 符号の説明、1,1′……平面板、2……折板、
3……デツキプレート、4……結合部、5……嵌
合用部材、8……主柱。
The drawings show the embodiments of the present invention, and the drawings show the first embodiment.
2 and 2 are cross-sectional views showing the structure of the double structure wall, FIG. 3 is a partially cutaway perspective view of the double structure wall board, and FIGS. 4 and 5 are the double structure walls. FIG. 6 is a sectional view showing another embodiment of the plate, and FIG. 6 is a diagram of one embodiment of a storage tank constructed using a double-layered wall plate. Explanation of symbols, 1, 1'...Flat plate, 2...Folded plate,
3...Deck plate, 4...Joining portion, 5...Fitting member, 8...Main pillar.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 二枚の平面板で折板、デツキプレート等の中間
部材を挟持させ、各当接部を互いに結合させてな
る2重構造壁板の両側端部に嵌合用部材を設け、
該嵌合用部材を介して前記2重構造壁板を主柱間
に設けて貯槽を構成した2重構造壁板構造の貯
槽。
An intermediate member such as a folded plate or deck plate is sandwiched between two flat plates, and fitting members are provided at both ends of a double structure wall plate formed by connecting each contact portion to each other,
A storage tank having a double structure wall plate structure, in which the double structure wall plate is provided between the main columns via the fitting member.
JP6555184U 1984-05-07 1984-05-07 Storage tank with double wall plate structure Granted JPS60177096U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6555184U JPS60177096U (en) 1984-05-07 1984-05-07 Storage tank with double wall plate structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6555184U JPS60177096U (en) 1984-05-07 1984-05-07 Storage tank with double wall plate structure

Publications (2)

Publication Number Publication Date
JPS60177096U JPS60177096U (en) 1985-11-25
JPH0115667Y2 true JPH0115667Y2 (en) 1989-05-10

Family

ID=30597648

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6555184U Granted JPS60177096U (en) 1984-05-07 1984-05-07 Storage tank with double wall plate structure

Country Status (1)

Country Link
JP (1) JPS60177096U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3070747B1 (en) * 2017-09-04 2021-01-08 Gaztransport Et Technigaz WATERPROOF AND THERMALLY INSULATING TANK WITH ANTI-CONVECTIVE COVER STRIP

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4941046A (en) * 1972-08-26 1974-04-17
JPS5133713U (en) * 1974-09-03 1976-03-12
JPS5555980A (en) * 1978-09-08 1980-04-24 Xpert Industrifoeraendring Ab Corner construction of silo and others
JPS5737894B2 (en) * 1976-03-22 1982-08-12

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5737894U (en) * 1980-08-11 1982-02-27

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4941046A (en) * 1972-08-26 1974-04-17
JPS5133713U (en) * 1974-09-03 1976-03-12
JPS5737894B2 (en) * 1976-03-22 1982-08-12
JPS5555980A (en) * 1978-09-08 1980-04-24 Xpert Industrifoeraendring Ab Corner construction of silo and others

Also Published As

Publication number Publication date
JPS60177096U (en) 1985-11-25

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