JP6156051B2 - Liquid storage tank - Google Patents
Liquid storage tank Download PDFInfo
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- JP6156051B2 JP6156051B2 JP2013219113A JP2013219113A JP6156051B2 JP 6156051 B2 JP6156051 B2 JP 6156051B2 JP 2013219113 A JP2013219113 A JP 2013219113A JP 2013219113 A JP2013219113 A JP 2013219113A JP 6156051 B2 JP6156051 B2 JP 6156051B2
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本発明は、液体貯蔵タンクに係り、液体の漏洩を長期間にわたって防止することが可能な、堅牢な構造の液体貯蔵タンクに関する。 The present invention relates to a liquid storage tank, and more particularly to a liquid storage tank having a robust structure capable of preventing liquid leakage over a long period of time.
液体を貯蔵するためのタンクとして、リング状に丸めた帯状鋼板を積層して構成したものが知られている。これは、例えば図1(A)(正面図)、(B)(平面図)に例示する如く、複数の鋼板12を、図2(A)に示す如く、溶接(18)や、図2(B)に示す如く、ボルト20により接合部14で接合して構成される外壁を有する。図において、16はフランジ、22は階段、24は手すりである。
As a tank for storing a liquid, a tank configured by laminating strip-shaped steel plates rounded into a ring shape is known. For example, as shown in FIGS. 1A (front view) and (B) (plan view), a plurality of
このような液体貯蔵タンク10においては、長期保管、地震、地盤沈下などの外的要因、鋼材(12)の腐食、ボルト20の緩み、溶接部18の割れ等の内的要因により、貯蔵された液体が接合部14等から漏洩しないようにすることが重要である。
In such a
そこで、特許文献1のように、液体貯蔵タンク全体又は一部を2重構造とすることが行われている。 Then, like patent document 1, making the whole or a part of liquid storage tank into a double structure is performed.
しかしながら、長期間にわたって構造を安定させて液漏れを防止することは困難であった。 However, it has been difficult to stabilize the structure over a long period of time and prevent liquid leakage.
本発明は、前記従来の問題を解決するべくなされたもので、長期間にわたって構造を安定させて液漏れを防ぐことが可能で、マンホールを備えた液体貯蔵タンクを提供することを課題とする。 The present invention has been made to solve the above-described conventional problems, and an object of the present invention is to provide a liquid storage tank having a manhole, which can prevent the liquid leakage by stabilizing the structure over a long period of time.
本発明は、複数の板材を接合して構成される液体貯蔵タンクにおいて、底面及び側面を2重とすると共に、内壁と外壁をダイアフラム構造の構造部材で一体的に結合し、内壁と外壁の2重構造として液漏れを防止し、更に、前記ダイアフラム構造の構造部材にマンホールを設けることにより、前記課題を解決したものである。 In the liquid storage tank constituted by joining a plurality of plate members, the bottom surface and the side surface are doubled, and the inner wall and the outer wall are integrally connected by a structural member having a diaphragm structure. the leakage preventing a heavy structure, further, by Rukoto provided manhole to the structural member of the diaphragm structure is obtained by solving the above problems.
本発明によれば、2重構造とした底面と側面の内壁と外壁をダイアフラム構造の構造部材で効果的に結合し、単に外壁と内壁の間隔を一定に保持するだけでなく、外壁と内壁が一体化して外力に抵抗する構造としたので、長期間にわたり構造を安定させて液漏れを防ぐことができる。 According to the present invention, the inner wall and the outer wall of the bottom surface and the side surface having a double structure are effectively coupled by the structural member of the diaphragm structure, and not only the distance between the outer wall and the inner wall is kept constant, but also Since the structure is integrated and resists external force, the structure can be stabilized over a long period of time and liquid leakage can be prevented.
以下、図面を参照して、本発明の実施の形態について詳細に説明する。尚、本発明は以下の実施形態及び実施例に記載した内容により限定されるものではない。又、以下に記載した実施形態及び実施例における構成要件には、当業者が容易に想定できるもの、実質的に同一のもの、いわゆる均等の範囲のものが含まれる。更に、以下に記載した実施形態及び実施例で開示した構成要素は適宜組み合わせてもよいし、適宜選択して用いてもよい。 Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. In addition, this invention is not limited by the content described in the following embodiment and an Example. In addition, the constituent elements in the embodiments and examples described below include those that can be easily assumed by those skilled in the art, those that are substantially the same, and those in the so-called equivalent range. Furthermore, the constituent elements disclosed in the embodiments and examples described below may be appropriately combined or may be appropriately selected and used.
先ず、参考形態について説明する。この参考形態は、図3(A)(正面図)及び(B)(平面図)に示す如く、複数の鋼板12を接合して構成される液体貯蔵タンク10において、底面及び側面を2重とすると共に、内壁32と外壁30を構造部材であるトラス構造結合材34で一体的に結合したものである。
First, a reference form will be described. As shown in FIGS. 3A (front view) and (B) (plan view), this reference embodiment has a
前記外壁30の側面30Aと内壁32の側面32A間のトラス構造結合材34Aは、例えば円周方向の8箇所に等間隔で上下方向に設けることができる。
The truss
又、前記外壁30の底面30Bと内壁32の底面32B間のトラス構造結合材34Bは、例えば8つの放射方向に等間隔で設けることができる。
Further, the truss structure bonding
このようにして、タンクの底面及び側面を2重構造とすることで、内壁32から漏水が発生しても、外壁30により漏水を防止できる。 Thus, even if water leakage occurs from the inner wall 32, the outer wall 30 can prevent water leakage even if the bottom surface and side surfaces of the tank have a double structure.
更に、内壁32と外壁30をトラス構造結合材34で結合することで、壁断面を一体構造とし、壁面に発生する曲げ、せん断、軸力、膜力等の断面力に効率的に抵抗させることができる。
Further, by connecting the inner wall 32 and the outer wall 30 with the truss structure bonding
次に、図4を参照して、本発明の実施形態を説明する。 Next, referring to FIG. 4, illustrating the implementation of the invention.
本実施形態は、参考形態のトラス構造結合材34に代えて、構造部材として、縦方向に配置したダイアフラム構造結合材40を設けると共に、該ダイアフラム構造結合材40に、作業者が通れるマンホールを設けたものである。
This embodiment, instead of the truss structure bonding
ここで、前記ダイアフラム構造結合材40には、補剛材42を設けることができる。
Here, the diaphragm
なお、前記実施形態では、板材として鋼板が用いられ、廃液を収容するようにされていたが、材質や収容対象は、これらに限定されない。 In the above embodiments, the steel sheet is used as the plate material has been adapted to accommodate the waste, the material and accommodating the object, but not limited to.
10…液体貯蔵タンク
12…鋼板
14…接合部
16…フランジ
18…溶接部
20…ボルト
30、30A、30B…外壁
32、32A、32B…内壁
34、34A、34B…トラス構造結合材
40…ダイアフラム構造結合材
DESCRIPTION OF
Claims (1)
底面及び側面が2重とされると共に、
内壁と外壁がダイアフラム構造の構造部材で一体的に結合され、
内壁と外壁の2重構造で液漏れが防止され、
更に、前記ダイアフラム構造の構造部材にマンホールが設けられていることを特徴とする液体貯蔵タンク。 In a liquid storage tank configured by joining a plurality of plates,
The bottom and side surfaces are doubled,
The inner wall and the outer wall are integrally joined by a structural member having a diaphragm structure,
Liquid leakage is prevented by the double structure of the inner wall and the outer wall ,
Furthermore, a liquid storage tank , wherein a structural member having the diaphragm structure is provided with a manhole .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2013219113A JP6156051B2 (en) | 2013-10-22 | 2013-10-22 | Liquid storage tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2013219113A JP6156051B2 (en) | 2013-10-22 | 2013-10-22 | Liquid storage tank |
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| Publication Number | Publication Date |
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| JP2015081112A JP2015081112A (en) | 2015-04-27 |
| JP6156051B2 true JP6156051B2 (en) | 2017-07-05 |
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| JP2013219113A Active JP6156051B2 (en) | 2013-10-22 | 2013-10-22 | Liquid storage tank |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JP6582573B2 (en) * | 2015-06-11 | 2019-10-02 | 株式会社Ihi | Nuclear power plant and method for damping nuclear power plant |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5514234Y2 (en) * | 1975-08-11 | 1980-03-31 | ||
| JPH0340788Y2 (en) * | 1984-12-11 | 1991-08-27 | ||
| JPS61158577A (en) * | 1984-12-30 | 1986-07-18 | 三井造船株式会社 | Construction of tank |
| JPH0740619Y2 (en) * | 1990-04-10 | 1995-09-20 | 石川島建材工業株式会社 | Underground tank |
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