JP2006076572A - Internal reinforcement structure of top plate of cylindrical water tank or the like - Google Patents

Internal reinforcement structure of top plate of cylindrical water tank or the like Download PDF

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Publication number
JP2006076572A
JP2006076572A JP2004259165A JP2004259165A JP2006076572A JP 2006076572 A JP2006076572 A JP 2006076572A JP 2004259165 A JP2004259165 A JP 2004259165A JP 2004259165 A JP2004259165 A JP 2004259165A JP 2006076572 A JP2006076572 A JP 2006076572A
Authority
JP
Japan
Prior art keywords
top plate
water tank
submerged
reinforcement structure
cylindrical 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.)
Pending
Application number
JP2004259165A
Other languages
Japanese (ja)
Inventor
Hideyuki Ogasawara
英之 小笠原
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.)
OGASAWARA KOGYOSHO KK
Original Assignee
OGASAWARA KOGYOSHO KK
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 OGASAWARA KOGYOSHO KK filed Critical OGASAWARA KOGYOSHO KK
Priority to JP2004259165A priority Critical patent/JP2006076572A/en
Publication of JP2006076572A publication Critical patent/JP2006076572A/en
Pending legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide inexpensively a top plate structure of a storage tank such as a water tank strong against an impact generated by a sloshing phenomenon in which liquid in the tank waves by an earthquake. <P>SOLUTION: A submerged beam 4 mounted on an ear 8 of a top plate 2 of the water tank and a side plate 1 is supported by a main stay 7, portions therebetween are connected at several parts by pillars 5, and braces 6 are mounted therebetween. The top plate is formed by combining a large number of four-folded panels with one another, and each panel has an ear. A large truss beam is formed by using the top plate 2 and the submerged beam 4 by this structure. High strength is provided, no double ceiling is required by providing the submerged beam, and as the result, an inexpensive water tank can be manufactured. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明はステンレス製円筒型水槽等の天板を有効に補強し、且つ価格が安
く出来る構造に関する。
The present invention relates to a structure that can effectively reinforce a top plate such as a stainless steel cylindrical water tank and can be inexpensive.

天板は、その自重及び地震力を支えるため型鋼による補強を行う必要があ
る。従来の水槽では、天板に沿わせて型鋼(ラフター)を配位置していた
。外部で補強を行うと安価な通常のステンレス鋼SUS304を使用でき
ますが、外部に出るため外観を損ねることになります。内部で補強を行う
と補強材は、天板に沿わせているため気相部に取付ける事になります。貯
留水中から発生する塩素ガス(消毒用に使用した次亜塩素酸ナトリウムに
より発生)が補強材に付いた水滴中に吸収されて濃縮し、ステンレス鋼を
サビさせることになり、高価な特殊ステンレス鋼を使う必要がありました
。この鋼種のステンレス鋼では型鋼(H鋼、チャンネル等)の製造が困難
で製造されていないという問題がありました。そこで従来工法では、外部
に接すし、自重と地震力を支える通常のステンレス鋼の天板に加え、型鋼
を挟んで内部の気相部と縁を切る高価な特殊ステンレス鋼の天井板を追加
で設けて対応していました。このため二重天板となり非常に高価な水槽と
なっていました。
The top plate needs to be reinforced with mold steel to support its own weight and seismic force. In the conventional aquarium, the shape steel (rafter) is arranged along the top plate. If you reinforce externally, you can use the cheap normal stainless steel SUS304, but it will damage the appearance because it goes outside. When reinforcing inside, the reinforcing material is attached to the gas phase part because it is along the top plate. Chlorine gas generated from the stored water (generated by sodium hypochlorite used for disinfection) is absorbed in the water droplets attached to the reinforcing material and concentrates, rusting the stainless steel, making it an expensive special stainless steel It was necessary to use. This type of stainless steel has a problem that it is difficult to manufacture die steel (H steel, channel, etc.). Therefore, in the conventional method, in addition to the usual stainless steel top plate that touches the outside and supports its own weight and seismic force, an additional special stainless steel ceiling plate that cuts the edge of the internal gas phase with a mold steel is added. It was established and supported. For this reason, it became a double top plate and became a very expensive aquarium.

自重と地震力を支える天板と耐食性を受け持つ天井板の二重構造では価格
が高くなるため、これを一重構造とし、且つ安い通常のステンレス製型鋼
の使用を可能とする構造を提供することを目的としている。
Since the price of the dual structure of the top panel that supports its own weight and seismic force and the ceiling panel that is resistant to corrosion is high, it is necessary to provide a structure that makes this a single structure and allows the use of cheap ordinary stainless steel molds. It is aimed.

本発明では、天板を特殊ステンレス鋼とし、補強用の型鋼(梁)は通常の
ステンレス鋼とし、これを水没出来る位置まで下げて取付け、その型鋼と
天板を短い特殊ステンレス鋼製の柱でつなぎ、且つ、特殊ステンレス鋼の
ブレスを入れたトラス構造として、強度を受け持たせ、耐食性と強度と価
格をバランスさせた構造とします。
天板と水没型鋼とブレスで組み立てたトラス梁を形作ることにより、水没
型鋼の大きさを小さくしても高強度の設計が出来るようになります。
In the present invention, the top plate is made of special stainless steel, and the reinforcing die steel (beam) is made of ordinary stainless steel, which is lowered to a position where it can be submerged, and the die steel and the top plate are made of short special stainless steel columns. As a truss structure with a connection made of special stainless steel brace, it has strength and is a structure that balances corrosion resistance with strength and price.
By forming a truss beam assembled with the top plate, submerged steel and brace, high strength design can be achieved even if the size of the submerged steel is reduced.

水槽・油槽に地震による揺れが加わると内部の液体は揺れに共振し波打ち
現象であるスロッシングが発生する。近年発生した十勝沖地震ではその波
は、側壁から天板面まで達し、天板に衝撃力を発生させ、破壊した天板か
ら漏れ出したオイルにより火災が発生し大事故になっている。
十勝沖地震では500KL以上の屋外石油タンク395基のうち205基
に油漏れや損傷などの被害が出ており、そのうち屋根に何らかの被害が出
たタンクは177基で全体の80%を超えており、その衝撃力の大きさが
想像される。
屋根にこの衝撃力によって損傷が発生した場合、安全性や清浄性を保つこ
とも出来なくなる。
この地震力をトラス構造の天板一体型の梁で受け持たせ、高強度の天板を
作り、且つ、安い通常のステンレス型鋼の使用を可能にする。
結果的に高強度、低価格の水槽を製造することが出来る。
When shaking is applied to an aquarium / oil tank due to an earthquake, the internal liquid resonates with the shaking and sloshing, which is a wavy phenomenon, occurs. In the Tokachi-oki earthquake that occurred in recent years, the waves reached from the side wall to the top surface, generating impact force on the top plate, and a fire was caused by oil leaking from the destroyed top plate, causing a major accident.
In the Tokachi-oki earthquake, 205 of the 395 outdoor oil tanks with a capacity of 500 KL or more were damaged by oil leaks or damage. Among them, 177 tanks had some damage, exceeding 80% of the total. The magnitude of the impact force is imagined.
If the roof is damaged by this impact force, safety and cleanliness cannot be maintained.
This seismic force is handled by a truss-structured top plate-integrated beam to create a high-strength top plate and to enable the use of cheap ordinary stainless steel.
As a result, a high-strength, low-cost water tank can be manufactured.

特許の実施の形態を実施例に基づき、図面を参照して説明する。
図1において、槽の側板にリング状の補強3を取付け、それに水没梁4を
取付け、その逆側は主柱7の頂部に取付ける。図3に示す通り天板2は、
多数のパネルを組合わせて形成させており、1枚1枚は四方おりによりミ
ミを50mm程度設けてるいる。水没梁4と天板2のミミとを柱5で数ヶ
所つなぎ、その間にブレス6を取付ける。こうすることにより天板2と水
没梁4を使った大きなトラス梁を形成させ、高い強度を持たせ、且つ、鋼
材の重量を小さくすることが出来る。
Embodiments of the patent will be described based on examples with reference to the drawings.
In FIG. 1, a ring-shaped reinforcement 3 is attached to a side plate of a tank, and a submerged beam 4 is attached thereto, and the opposite side is attached to the top of a main column 7. As shown in FIG.
A large number of panels are formed in combination, and each sheet has a four-sided rim with a thickness of about 50 mm. Connect the submerged beam 4 and the top plate 2 with the pillar 5 at several places, and attach the brace 6 between them. By doing so, a large truss beam using the top plate 2 and the submerged beam 4 can be formed, high strength can be obtained, and the weight of the steel material can be reduced.

円筒形水槽の縦断面図である。It is a longitudinal cross-sectional view of a cylindrical water tank. 平面の断面図である。It is sectional drawing of a plane. 天板パネル単品の平面図Top view of a single top panel 天板パネル単品の断面図Cross-sectional view of a single top panel 従来工法の天板及び天井板の縦断面図Longitudinal sectional view of the top and ceiling panels of the conventional method

符号の説明Explanation of symbols

1.側板
2.天板
3.リング状の側板補強材
4.水没梁
5.柱
6.ブレス
7.主柱
8.天板パネルのミミ
9.ラフター補強
10.天井板
11.通気ダクト
12.水面
13.通気口
1. Side plate 3. Top plate Ring-shaped side plate reinforcement 4 4. Submerged beam Pillar 6. Breath 7. Main pillar 8. Top panel panel Mimi 9. Rafter reinforcement 10. 10. Ceiling board Ventilation duct 12. Water surface 13. vent

Claims (1)

円筒型水槽のドーム形天板と側板から中央の柱との間に取付けた水没型鋼
を補助鋼材を使ってトラス状に組立てたことを特徴とする水槽等の天板の補強
構造
Reinforcement structure for top plates of aquariums, etc., characterized in that submerged steel mounted between the dome-shaped top plate of the cylindrical water tank and the side plate to the center column is assembled in a truss shape using auxiliary steel
JP2004259165A 2004-09-07 2004-09-07 Internal reinforcement structure of top plate of cylindrical water tank or the like Pending JP2006076572A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004259165A JP2006076572A (en) 2004-09-07 2004-09-07 Internal reinforcement structure of top plate of cylindrical water tank or the like

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004259165A JP2006076572A (en) 2004-09-07 2004-09-07 Internal reinforcement structure of top plate of cylindrical water tank or the like

Publications (1)

Publication Number Publication Date
JP2006076572A true JP2006076572A (en) 2006-03-23

Family

ID=36156363

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004259165A Pending JP2006076572A (en) 2004-09-07 2004-09-07 Internal reinforcement structure of top plate of cylindrical water tank or the like

Country Status (1)

Country Link
JP (1) JP2006076572A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104743290A (en) * 2015-04-14 2015-07-01 山东格瑞德集团有限公司 Splicing, assembling and bag lining type galvanizing water tank
CN106545060A (en) * 2016-12-09 2017-03-29 宜兴市苏嘉环保设备有限公司 Assembled steel water tank
CN107448042A (en) * 2016-05-30 2017-12-08 五冶集团上海有限公司 Without top cover steel feed bin top frame platform formwork, release method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104743290A (en) * 2015-04-14 2015-07-01 山东格瑞德集团有限公司 Splicing, assembling and bag lining type galvanizing water tank
CN107448042A (en) * 2016-05-30 2017-12-08 五冶集团上海有限公司 Without top cover steel feed bin top frame platform formwork, release method
CN106545060A (en) * 2016-12-09 2017-03-29 宜兴市苏嘉环保设备有限公司 Assembled steel water tank

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