JP2013091503A - Tank having seismic isolation property and method to provide tank with seismic isolation property - Google Patents
Tank having seismic isolation property and method to provide tank with seismic isolation property Download PDFInfo
- Publication number
- JP2013091503A JP2013091503A JP2011233739A JP2011233739A JP2013091503A JP 2013091503 A JP2013091503 A JP 2013091503A JP 2011233739 A JP2011233739 A JP 2011233739A JP 2011233739 A JP2011233739 A JP 2011233739A JP 2013091503 A JP2013091503 A JP 2013091503A
- Authority
- JP
- Japan
- Prior art keywords
- tank
- seismic isolation
- unit member
- isolation property
- 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.)
- Pending
Links
Images
Abstract
Description
本発明は、気体、液体を貯蔵するタンクに免震機能を付与する技術に属する。 The present invention belongs to a technique for providing a seismic isolation function to a tank that stores gas and liquid.
球形タンクの免震、制震方法は特開平06-156688、特開2002-080090、特開2011-184056には支持脚に沿った環状帯板を巡らす方法、支持脚を斜めに連結するエネルギー吸収ブレースを設ける、あるいはこれらの複合体が提案されている。特開2000-018321にはタンクを上下に区画し、下部区画にX-Y方向に震動する振り子を設けることが提案されている。しかしながらこれらの手段は、軟弱な地盤や、地震により流動化を起こす場所には適応することができない。
かかる場所にも危険物を充填したタンクに対する耐震、免震手段が求められている。
The methods for seismic isolation and control of spherical tanks are disclosed in JP 06-156688, JP 2002-080090, and JP 2011-184056, a method of circulating an annular strip along the support legs, and energy absorption for connecting the support legs diagonally. Braces or composites of these have been proposed. Japanese Patent Application Laid-Open No. 2000-018321 proposes that a tank is divided vertically and a pendulum that vibrates in the XY directions is provided in a lower compartment. However, these means cannot be applied to soft ground or places where fluidization occurs due to earthquakes.
There is also a need for seismic and seismic isolation measures for tanks filled with dangerous materials in such places.
本発明は、燃焼性の気体液体を貯蔵するタンクのメンシン、耐震性を付与する手段の提案である。 The present invention is a proposal of a tank for storing a combustible gaseous liquid and means for imparting seismic resistance.
本第1の発明は、気体もしくは液体を貯蔵する地上に設けたタンクにおいて、当該タンクの周囲近傍に樹脂製あるいは金属製で柔軟性がある素材で形成された単位部材を互いに接続した単位部材集合体を配置した免震性を有するタンクであり、
本第2の発明は、気体もしくは液体を貯蔵する地上に設けたタンクにおいて、当該タンクの周囲近傍に樹脂製あるいは金属製で柔軟性がある素材で形成された単位部材を互いに接続した単位部材集合体を配置することでタンクに免震性を与える方法である。
タンクの脚部が損傷し、タンクが傾くことがあっても、タンクの外壁が損傷しないようまた地震エネルギーが直接タンクに伝わらないよう、タンクを柔軟性がある素材で形成された単位部材で包むようにした。
In the first aspect of the present invention, in a tank provided on the ground for storing gas or liquid, a unit member assembly in which unit members made of a resin or metal and made of a flexible material are connected to each other in the vicinity of the tank. It is a tank with seismic isolation that arranges the body,
In the second aspect of the present invention, in a tank provided on the ground for storing gas or liquid, a unit member assembly in which unit members formed of a resin or metal and a flexible material are connected to each other in the vicinity of the periphery of the tank It is a method to give the tank seismic isolation by placing the body.
Even if the tank legs are damaged and the tank is tilted, the tank should be wrapped with a flexible unit so that the outer wall of the tank is not damaged and seismic energy is not directly transmitted to the tank. I tried to do it.
本発明の免震性を有するタンクは、タンクの周囲近傍に樹脂製あるいは金属製で柔軟性がある素材で形成された単位部材を互いに接続した単位部材集合体を配置したため以下の効果がある。(1)地震のエネルギーを周囲に設けた単位部材集合体が吸収し、タンク基礎地盤に流動化が発生しタンクが傾いても、単位部材集合体が柔らかく受け止めタンクの損傷に至らない。 The seismic isolation tank of the present invention has the following effects because the unit member assembly in which unit members made of a resin or metal and made of a flexible material are connected to each other in the vicinity of the periphery of the tank. (1) Even if the unit member assembly provided in the surrounding area absorbs the energy of the earthquake and fluidization occurs in the tank foundation ground and the tank tilts, the unit member assembly is soft and does not cause damage to the receiving tank.
以下、本発明を図により詳細に説明する。
図1は、免震機能を付加したタンクを示す概念図である。図1aは、本タンクの平面図であり、図1bは、断面図を示している。
図に示したとおり、本タンクはその周囲を単位部材集合体で囲まれている。単位部材は柔軟性のある金属、樹脂製品であり、継手を用いてあるいは単位部材の形状によっては継手なしに接続し単位部材集合体を形成する。単位部材が柔軟性を有するため、タンクの周囲近傍に配設された単位部材集合体が、地震のエネルギーを吸収し、タンク本体に伝えるエネルギーを減少させる。
また、仮に地震による流動化現象によりタンクが傾いたりしても、単位部材集合体が支え、本来単位部材が有する柔軟性によりタンクの損傷を防ぐことができる。
Hereinafter, the present invention will be described in detail with reference to the drawings.
FIG. 1 is a conceptual diagram showing a tank to which a seismic isolation function is added. FIG. 1a is a plan view of the tank, and FIG. 1b shows a cross-sectional view.
As shown in the figure, the tank is surrounded by a unit member assembly. The unit member is a flexible metal or resin product, and is connected using a joint or without a joint depending on the shape of the unit member to form a unit member aggregate. Since the unit member has flexibility, the unit member assembly disposed near the periphery of the tank absorbs the energy of the earthquake and reduces the energy transmitted to the tank body.
Further, even if the tank is inclined due to a fluidization phenomenon caused by an earthquake, the unit member assembly is supported, and the damage of the tank can be prevented by the flexibility inherent to the unit member.
単位部材集合体の内部に砂などを充填しておくこともできる。そのままでは砂は緊密に充填することは難しいが、周囲を透水性のシートで囲い上部から水と砂の混合物を流し込むことで可能となる。過剰の水分が周囲のシートから抜けたあと更に水と砂の混合物を流し込めばよい。単位部材集合体の強度の向上と、樹脂製の単位部材を使用した場合の、耐火性の向上となる。発泡性の樹脂を流し込んで集合体を固めることもできるが、耐火性に問題があるため下記に述べるように土盛りすることが好ましい。 The unit member assembly can be filled with sand or the like. If it is as it is, it is difficult to close the sand tightly, but it is possible by surrounding the area with a water-permeable sheet and pouring a mixture of water and sand from the top. After excess moisture has escaped from the surrounding sheet, a mixture of water and sand can be poured. The strength of the unit member assembly is improved and the fire resistance is improved when a resin unit member is used. Although the foamed resin can be poured to harden the aggregate, there is a problem with fire resistance, so it is preferable to deposit as described below.
図では、タンクの約半分までが単位部材集合体によって囲まれているが、タンク本体を全て覆うように配置してもなんら差し支えない。
必要に応じて単位部材の集合体をシートで覆い、集合体の表面を土壌で覆い、表面を緑化することもできる。
In the figure, up to about half of the tank is surrounded by the unit member assembly, but it may be arranged so as to cover the entire tank body.
If necessary, the assembly of unit members can be covered with a sheet, the surface of the assembly can be covered with soil, and the surface can be greened.
図2は、本発明に使用する単位部材の例である。雨水などの流出抑制用施設の構築に使用される単位部材が本目的にも使用できる。 FIG. 2 is an example of a unit member used in the present invention. Unit members used for construction of facilities for controlling runoff of rainwater and the like can also be used for this purpose.
可燃性のガス、液体あるいは危険物などを貯蔵するタンク類の免震付与のために使用できる。 Can be used to provide seismic isolation for tanks that store flammable gases, liquids or hazardous materials.
1 免震機能を付加したタンク
2 タンク
3 単位部材集合体
4 単位部材
1 Tank with
Claims (2)
In a tank provided on the ground for storing gas or liquid, a unit member assembly in which unit members made of resin or metal and made of a flexible material are connected to each other in the vicinity of the tank is disposed. To give seismic isolation.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2011233739A JP2013091503A (en) | 2011-10-25 | 2011-10-25 | Tank having seismic isolation property and method to provide tank with seismic isolation property |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2011233739A JP2013091503A (en) | 2011-10-25 | 2011-10-25 | Tank having seismic isolation property and method to provide tank with seismic isolation property |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2013091503A true JP2013091503A (en) | 2013-05-16 |
Family
ID=48614957
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2011233739A Pending JP2013091503A (en) | 2011-10-25 | 2011-10-25 | Tank having seismic isolation property and method to provide tank with seismic isolation property |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2013091503A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS628680A (en) * | 1985-07-05 | 1987-01-16 | Matsushita Electric Ind Co Ltd | Recording and reproducing device for video signal |
JP2007332694A (en) * | 2006-06-16 | 2007-12-27 | Shinichiro Hayashi | Space for storage of rainwater and the like |
JP2010048011A (en) * | 2008-08-22 | 2010-03-04 | Hayashi Bussan Hatsumei Kenkyusho:Kk | Rainwater storage permeation facility having enhanced base isolation property |
-
2011
- 2011-10-25 JP JP2011233739A patent/JP2013091503A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS628680A (en) * | 1985-07-05 | 1987-01-16 | Matsushita Electric Ind Co Ltd | Recording and reproducing device for video signal |
JP2007332694A (en) * | 2006-06-16 | 2007-12-27 | Shinichiro Hayashi | Space for storage of rainwater and the like |
JP2010048011A (en) * | 2008-08-22 | 2010-03-04 | Hayashi Bussan Hatsumei Kenkyusho:Kk | Rainwater storage permeation facility having enhanced base isolation property |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
RU2537421C2 (en) | Earthquake-resistant brick wall panel | |
HRP20160092T4 (en) | Stopper for a secondary diaphragm of an lng vat | |
CN102287007A (en) | Soft steel core rubber mat-steel spring combined seismic isolation supporting seat | |
Sathiparan et al. | Seismic behavior of low earthquake-resistant arch-shaped roof masonry houses retrofitted by PP-band meshes | |
CA2875476A1 (en) | Modular foundation resistant to ground movement | |
JP2013091503A (en) | Tank having seismic isolation property and method to provide tank with seismic isolation property | |
Calvi et al. | Seismic Design and Analysis of Tanks | |
CN103821144A (en) | Anti-floating anchor rod structure and construction method thereof | |
Mailyan et al. | Planning of multilayer cylindrical wall reservoirs | |
JP2008038340A5 (en) | ||
JP2010048011A (en) | Rainwater storage permeation facility having enhanced base isolation property | |
JP2015161065A (en) | Liquefaction prevention structure for housing ground | |
JP2007284899A (en) | Vessel with side wall made of material having strength | |
JP2017057590A (en) | Shelter for emergency evacuation | |
JP2013155560A (en) | Liquefaction damage reduction structure for structure | |
JP6427820B2 (en) | Storage facility | |
CN205712519U (en) | Subsiding crack heat-preserving node structure | |
KR101571422B1 (en) | Floating block, and offshore floating structure including the same | |
JP2013167106A (en) | Underground storage tank | |
KR101881567B1 (en) | Light weight concrete panel | |
JP4895651B2 (en) | Floating roof and sloshing damping method using the floating roof | |
CN207160705U (en) | It is a kind of that there is the ball-type building for combating a natural disaster function | |
JP2018087428A (en) | Levitation-type building | |
JP2007002420A (en) | Storage facility provided underground | |
WO2016128585A1 (en) | Caisson |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20141024 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20150515 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20150602 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20151104 |