JP3836111B2 - Underground shelter for computer backup facility - Google Patents

Underground shelter for computer backup facility Download PDF

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JP3836111B2
JP3836111B2 JP2004052798A JP2004052798A JP3836111B2 JP 3836111 B2 JP3836111 B2 JP 3836111B2 JP 2004052798 A JP2004052798 A JP 2004052798A JP 2004052798 A JP2004052798 A JP 2004052798A JP 3836111 B2 JP3836111 B2 JP 3836111B2
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backup
shelter
ground
chamber
room
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JP2005240452A (en
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秀生 関
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株式会社大垣共立銀行
岐建株式会社
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本発明は、耐震性および防水性に優れたコンピュータのバックアップ施設用地下シェルターに関するものである。 The present invention relates to an underground shelter for a computer backup facility that is excellent in earthquake resistance and water resistance.

最近では会社、官庁、病院、銀行等の各所においては、様々な業務データをコンピュータにより管理しているのが普通である。また、例えば大地震や火災などの災害発生によってホストコンピュータの機能が停止した場合に、データ消滅等の被害の発生を防止する必要性からバックアップ施設を備えているのが普通である。特に、銀行の場合は、一般消費者の財産に関するものであるため、バックアップ施設についてはホストコンピュータから離れた遠隔地で、かつ一定値以上の強度等を供えた堅牢な建物内に備え付けるよう行政指導がなされている。   Recently, in various places such as a company, a government office, a hospital, and a bank, various business data are usually managed by a computer. Also, a backup facility is usually provided because of the necessity to prevent the occurrence of damage such as data loss when the function of the host computer stops due to a disaster such as a large earthquake or fire. In particular, in the case of banks, because it relates to the properties of general consumers, administrative guidance should be provided to install backup facilities in a remote location away from the host computer and in a robust building with a certain level of strength or higher. Has been made.

しかしながら、比較的小さな容量の装置であるバックアップ設備を備え付けるためだけの特別な建物を建設するのは建設費用が割高となり、また専用の建物であって有効活用もしにくいという問題点があった。更には、遠隔地ということで担当者を常駐させることもできず、非常時にシステム担当者をホストコンピュータとバックアップ施設に二分する必要が生じるという点から、災害時に人員派遣が可能かという問題点もあった。   However, the construction of a special building only for providing a backup facility, which is a relatively small capacity device, has a problem that the construction cost is high and it is a dedicated building and is difficult to use effectively. In addition, it is not possible to make the person in charge permanent because of the remote location, and it is necessary to divide the system person in charge between the host computer and the backup facility in the event of an emergency. there were.

そこで、本件出願人はバックアップ施設を従来のような地上にある建物内に設置するという発想を180度転換して、地下シェルターに設置することを試みた。ところが、特許文献1に示されるように、従来の地下シェルターは災害発生時の緊急避難場所としての役割を主目的としており、震動や熱だけでなく、わずかな湿気も嫌うバックアップ施設の設置には適用することができないものであった。
特開平2000−34848号公報
Therefore, the present applicant tried to install the backup facility in an underground shelter by changing the idea of installing a backup facility in a building on the ground as in the past by 180 degrees. However, as shown in Patent Document 1, the conventional underground shelter is mainly intended to serve as an emergency evacuation site in the event of a disaster, and for the installation of backup facilities that dislike not only vibration and heat but also slight moisture It was something that could not be applied.
Japanese Unexamined Patent Publication No. 2000-34848

本発明は上記のような問題点を解決して、耐震性および防水性に優れて大地震などの災害からバックアップ施設を安全に守るとともに、災害発生時のみならず通常時にも湿気の侵入を防止してバックアップ施設の正常な運転を保証することができ、また土地の有効利用も促進することができるコンピュータのバックアップ施設用地下シェルターを提供することを目的として完成されたものである。 The present invention solves the above-mentioned problems, and is excellent in earthquake resistance and waterproofing to protect the backup facility safely from a disaster such as a large earthquake and to prevent moisture intrusion not only when a disaster occurs but also during normal times The purpose of this project was to provide an underground shelter for a computer backup facility that can guarantee normal operation of the backup facility and promote effective use of land.

上記課題を解決するためになされた本発明のコンピュータのバックアップ施設用地下シェルターは、ホストコンピュータが設置されている建物とは別棟として建設される箇所の地中に打ち込んだ複数の杭に支持させた耐圧盤上に外表面をコンクリート流し込み時に用いられたまま残された型枠を兼ねる鉄板で覆った高強度コンクリートよりなるボックス状のシェルター本体を一体に設け、このシェルター本体の内部に前記したホストコンピュータのバックアップ機器を設置したコンピュータのバックアップ施設用地下シェルターであって、シェルター本体は、3次元免震床構造とされた免震床上に前記したホストコンピュータのバックアップ機器を設置してある主室と、この主室とは防水扉により遮断されて主室と地上とを切り離すことにより主室内への浸水を防ぐ副室とよりなり、この主室と副室の境界にある壁部にバックアップ機器の配電盤を設置するとともに、主室内への電源の配線を副室を通じて行っており、また、前記した副室を階段により地上に続かせたものであることを特徴とするものである。
また、鉄板の外表面に防水塗膜が形成されているものを請求項2に係る発明とし、この防水塗膜が、ゴムアスファルトからなり、シェルター本体の底面と耐圧盤との間にも同様のゴムアスファルトからなる防水塗膜が形成されているものを請求項3に係る発明とし、更に、前記した各発明において、副室を階段により続かせた地上に地上室が設けられているものを請求項4に係る発明とする。
An underground shelter for a computer backup facility according to the present invention, which has been made to solve the above-mentioned problems, is supported by a plurality of piles driven into the ground of a place constructed as a separate building from the building where the host computer is installed. A box-shaped shelter body made of high-strength concrete covered with an iron plate that also serves as a formwork left on the outer surface of the concrete is poured on the pressure plate, and the above-mentioned host computer is provided inside the shelter body. An underground shelter for a computer backup facility in which the backup equipment is installed, wherein the shelter body has a main room in which the backup equipment for the host computer is installed on the base isolation floor having a three-dimensional base isolation floor structure, This main room is blocked by a waterproof door to separate the main room from the ground. Becomes more and sub-chamber to prevent water from entering the main chamber, with installing a switchboard backup device to the wall portion in the boundary of the main chamber and the auxiliary chamber, and made through antechamber power wiring to the main chamber, Further, the above-described sub-chamber is continued on the ground by stairs.
Further, the steel sheet according to claim 2 is provided with a waterproof coating on the outer surface of the iron plate . This waterproof coating is made of rubber asphalt, and the same is applied between the bottom surface of the shelter body and the pressure platen. In the invention according to claim 3, a waterproof coating made of rubber asphalt is formed . Further, in each of the above-described inventions, a ground chamber is provided on the ground where the sub chamber is connected by stairs. The invention according to claim 4.

本発明のコンピュータのバックアップ施設用地下シェルターは、地中に打ち込んだ複数の杭に支持された耐圧盤上に外表面をコンクリート流し込み時に用いられたまま残された型枠を兼ねる鉄板で覆った高強度コンクリートよりなるボックス状のシェルター本体を一体に設けたものとしたので、優れた耐震性および防水性が保証され、その内部にあるバックアップ機器を的確に保護することができる。
また、鉄板の外表面に防水塗膜を形成したものはさらに防水性を高めることができる。更に、シェルター本体が、3次元免震床構造とされた免震床上に前記したホストコンピュータのバックアップ機器を設置してある主室と、この主室とは防水扉により遮断されて主室と地上とを切り離すことにより主室内への浸水を防ぐ副室とよりなり、この主室と副室の境界にある壁部にバックアップ機器の配電盤を設置するとともに、主室内への電源の配線を副室を通じて行っており、また、この副室を階段により地上に続かせたものであるので、バックアップ機器のある主室内の防水は的確なものとなってバックアップ機器を浸水等から確実に隔離することができるうえに、主室の3次元免震床構造とされた免震床上にバックアップ機器を設置したことにより更に耐震性を高めることができて災害発生時におけるバックアップ機器の破壊を防止することができる。
The underground shelter for a computer backup facility according to the present invention is a high-level steel plate that is covered with an iron plate that also serves as a formwork left on the outer surface on a pressure plate supported by a plurality of piles driven into the ground. Since the box-shaped shelter body made of high-strength concrete is integrally provided, excellent earthquake resistance and waterproofness are guaranteed, and the backup device inside the box can be protected accurately.
Moreover, what formed the waterproof coating in the outer surface of the iron plate can further improve waterproofness. Furthermore, the main room in which the shelter body has the host computer backup device installed on the base isolation floor having a three-dimensional base isolation floor, and the main room are blocked by a waterproof door so that the main room and the ground A sub-chamber that prevents water from entering the main room by separating the main room from the main room and a backup device switchboard on the wall at the boundary between the main room and the sub-chamber. In addition, since this sub-chamber is continued on the ground by stairs, the waterproofing of the main room with the backup equipment is appropriate and the backup equipment can be reliably isolated from inundation, etc. In addition, by installing a backup device on the base isolation floor that has a 3D base isolation structure in the main room, the earthquake resistance can be further improved and the backup device can be destroyed in the event of a disaster. It is possible to prevent.

以下に、図面を参照しつつ本発明の好ましい形態を示す。   Hereinafter, preferred embodiments of the present invention will be described with reference to the drawings.

図1は、本発明の地下シェルターを示す一部切欠した斜視図である。図示のものでは、図2に示されるように、地下シェルターはホストコンピュータを設置している銀行の建物Aとは別棟に建設されており、後述するように、地下シェルターに続く地上部建物は守衛所としてある。なお、図示のものは、地下に約6mの穴を掘って、そこに高さ約4.85mの地下シェルターを埋設した場合の一例を示すものであって、建設場所や地上部建物等の条件について何ら制限するものでないことは勿論である。   FIG. 1 is a partially cutaway perspective view showing an underground shelter according to the present invention. In the illustrated example, as shown in FIG. 2, the underground shelter is constructed in a different building from the bank building A where the host computer is installed, and the ground building following the underground shelter is guarded as described later. As a place. The one shown in the figure is an example of a case where a hole of about 6m is dug underground and an underground shelter with a height of about 4.85m is buried there. Of course, there is no limit to the above.

図3は本発明の地下シェルターを示す主室の正面断面図、図4は本発明の地下シェルターの平面断面図である。図において、1はシェルター本体であり、このシェルター本体1は高強度コンクリートよりなるボックス状のもので、地中に打ち込んだ複数の杭2、2…に支持された耐圧盤3上に、例えば鉄筋等により一体に設けられている。そして、前記シェルター本体1は高強度コンクリートよりなる壁材4の外表面を鉄板5で覆った構造となっており、優れた耐震性および防水性を保証するとともに、外部からの侵入を防止する防犯性も保証している。
なお、この鉄板5はシェルター本体1の底面部を除く全ての面を覆うものであり、耐震性、防水性、防犯性を発揮するだけでなく、シェルター本体1の建設時において、コンクリート流し込み用の型枠として利用できるため、従来のように専用の型枠を準備する必要がなく工事の簡略化、低コスト化を図る利点もある。
FIG. 3 is a front sectional view of the main room showing the underground shelter of the present invention, and FIG. 4 is a plan sectional view of the underground shelter of the present invention. In the figure, reference numeral 1 denotes a shelter body. The shelter body 1 is a box-shaped body made of high-strength concrete, and is, for example, a reinforcing bar on a pressure-resistant board 3 supported by a plurality of piles 2, 2. Etc. are provided integrally. The shelter body 1 has a structure in which the outer surface of the wall material 4 made of high-strength concrete is covered with an iron plate 5, which guarantees excellent earthquake resistance and waterproofness, and prevents crime from entering from the outside. Guarantee the sex.
The iron plate 5 covers all surfaces except the bottom surface of the shelter body 1 and exhibits not only earthquake resistance, waterproofness and crime prevention, but also for pouring concrete when the shelter body 1 is constructed. Since it can be used as a formwork, it is not necessary to prepare a dedicated formwork as in the prior art, and there is an advantage of simplifying construction and reducing costs.

図示のものでは、鉄板5の外表面には更にゴムアスファルトからなる防水塗膜6が形成されており、より防水性を高めた構造となっている。なお、シェルター本体1の底面と耐圧盤3との間にも同様のゴムアスファルトからなる防水塗膜6aが形成されており、底面部からの水の侵入を防止している。   In the illustrated example, a waterproof coating 6 made of rubber asphalt is further formed on the outer surface of the iron plate 5, so that the waterproof property is further improved. A waterproof coating 6a made of similar rubber asphalt is also formed between the bottom surface of the shelter body 1 and the pressure platen 3 to prevent water from entering from the bottom surface portion.

また、シェルター本体1は、主室1aと副室1bからなる構造となっており、前記主室1aにはバックアップ機器7が設置されている。これは、後述するように、副室1bを設けてバックアップ機器7を設置した主室1aを地上部と完全に切り離すことにより、主室1a内への浸水等を防ぐためである。   The shelter body 1 has a structure composed of a main chamber 1a and a sub chamber 1b, and a backup device 7 is installed in the main chamber 1a. This is because, as will be described later, the main room 1a in which the sub chamber 1b is provided and the backup device 7 is installed is completely separated from the ground portion, thereby preventing water from entering the main room 1a.

更に、主室1aの床面には免震床8が設けられており、この免震床8上にバックアップ機器7が設置されている。免震床8としては、3次元方向の揺れに対して迅速な減衰作用を発揮する一般的な3次元免震床構造を採用することができ、地震発生時におけるバックアップ機器7の破壊を防止することができる。   Further, a seismic isolation floor 8 is provided on the floor surface of the main room 1a, and a backup device 7 is installed on the seismic isolation floor 8. As the base-isolated floor 8, a general three-dimensional base-isolated floor structure that exhibits a quick damping action against a three-dimensional vibration can be adopted, and the destruction of the backup device 7 when an earthquake occurs is prevented. be able to.

また、主室1aと副室1bとは、防水扉9、9aにより遮断されており、浸水時においても主室1a内への水の侵入を防止している。更に、主室1aと副室1bの境界にある壁部には配電盤10が設けられており、主室1a内への電源の配線は副室1bを通じて行う構造となっている。つまり、地中側から主室1a内へ直接に配線されていないため、水の侵入は皆無であり、主室1aの防水性が保証されている。   Further, the main chamber 1a and the sub chamber 1b are blocked by the waterproof doors 9 and 9a to prevent water from entering the main chamber 1a even when it is flooded. Further, a switchboard 10 is provided on the wall portion at the boundary between the main chamber 1a and the sub chamber 1b, and power supply wiring into the main chamber 1a is performed through the sub chamber 1b. In other words, since there is no direct wiring from the underground side into the main room 1a, there is no water intrusion and the waterproofness of the main room 1a is guaranteed.

図5、図6は、地上室1cを含めた本発明の地下シェルターの縦断面図である。これらに図示されるように、副室1bには地上の地上室1cに続く階段11が設けられており、この階段11を通じて地下シェルターへの出入りが行われるよう構成されている。従って、主室1aは地上室1cと直接に繋がっていないため、万が一、地上室1cが浸水被害等にあっても、主室1aに水が流れ込むことがなく、中のバックアップ機器7は浸水の被害を被ることが避けられる構造となっている。   5 and 6 are longitudinal sectional views of the underground shelter of the present invention including the ground chamber 1c. As shown in the drawings, the sub chamber 1b is provided with a staircase 11 that follows the ground chamber 1c above the ground, and is configured to enter and exit the underground shelter through the staircase 11. Accordingly, since the main room 1a is not directly connected to the ground room 1c, even if the ground room 1c is inundated, water does not flow into the main room 1a. It is structured to avoid suffering damage.

以上の説明からも明らかなように、本発明のコンピュータのバックアップ施設用地下シェルターは、ホストコンピュータが設置されている建物とは別棟として建設される箇所の地中に複数の杭2を打ち込んでこの杭2に支持された耐圧盤3上に、床面を3次元免震床構造の免震床8とした主室1aと、この主室1aとは防水扉9により遮断されて主室1aを地上と切り離して主室1a内への浸水を防ぐ副室1bとよりなる高強度コンクリートよりなるボックス状のシェルター本体1を一体に設け、このシェルター本体1の外表面を鉄板4で覆った地下シェルターを建設し、この地下シェルターの前記した主室1aの免震床8上に別棟にあるホストコンピュータのバックアップ機器7を設置したことにより主室1aの内部が耐震性および防水性に優れていて大地震などの災害からバックアップ機器7を安全に守るとともに、災害発生時のみならず通常時にも湿気や水の侵入を防止してバックアップ機器7の正常な運転を保証することとなる。また、型枠を兼ねる鉄板4の採用により、建設時に従来のようなコンクリート流し込み用の型枠を使用する必要がなくなり、建設費用のコストダウンと工期の簡素化も図ることができることとなる。 As is clear from the above description, the computer backup facility underground shelter according to the present invention has a plurality of piles 2 driven into the ground where it is constructed as a separate building from the building where the host computer is installed. A main room 1a having a floor surface with a three-dimensional seismic isolation floor structure on a pressure-resistant panel 3 supported by the pile 2, and the main room 1a are blocked by a waterproof door 9 so that the main room 1a is separated from the main room 1a. An underground shelter in which a box-shaped shelter body 1 made of high-strength concrete, which is separated from the ground to prevent water intrusion into the main chamber 1a, is integrally provided and the outer surface of the shelter body 1 is covered with an iron plate 4 And a backup device 7 of a host computer in a separate building is installed on the seismic isolation floor 8 of the main room 1a of the underground shelter, so that the interior of the main room 1a is seismic and waterproof. With protect have excellent from disasters such as a major earthquake in the safety of the backup equipment 7, so that in order to ensure the normal operation of the backup equipment 7 to prevent also of moisture or water intrusion during normal as well as the event of a disaster only. Further, by employing the iron plate 4 that also serves as a mold, it is not necessary to use a conventional mold for pouring concrete at the time of construction, and the construction cost can be reduced and the construction period can be simplified.

本発明の実施の形態を示す一部切欠した斜視図である。1 is a partially cutaway perspective view showing an embodiment of the present invention. 地下シェルターの設置場所を示す平面図である。It is a top view which shows the installation place of an underground shelter. 本発明の実施の形態を示す主室の正面断面図である。It is front sectional drawing of the main room which shows embodiment of this invention. 本発明の実施の形態を示す平面断面図である。It is a plane sectional view showing an embodiment of the invention. 本発明の実施の形態を示す縦断面図である。It is a longitudinal cross-sectional view which shows embodiment of this invention. 本発明の実施の形態を示す縦断面図である。It is a longitudinal cross-sectional view which shows embodiment of this invention.

符号の説明Explanation of symbols

1 シェルター本体
1a 主室
1b 副室
1c 地上室
2 杭
3 耐圧盤
4 壁材
5 鉄板
6 防水塗膜
6a 防水塗膜
7 バックアップ機器
8 免震床
9 防水扉
10 配電盤
11 階段
A 銀行の建物
DESCRIPTION OF SYMBOLS 1 Shelter body 1a Main room 1b Sub-room 1c Ground room 2 Pile 3 Pressure-resistant panel 4 Wall material 5 Iron plate 6 Waterproof coating 6a Waterproof coating 7 Backup equipment 8 Seismic isolation floor 9 Waterproof door 10 Switchboard 11 Stair A Bank building

Claims (4)

ホストコンピュータが設置されている建物とは別棟として建設される箇所の地中に打ち込んだ複数の杭に支持させた耐圧盤上に外表面をコンクリート流し込み時に用いられたまま残された型枠を兼ねる鉄板で覆った高強度コンクリートよりなるボックス状のシェルター本体を一体に設け、このシェルター本体の内部に前記したホストコンピュータのバックアップ機器を設置したコンピュータのバックアップ施設用地下シェルターであって、シェルター本体は、3次元免震床構造とされた免震床上に前記したホストコンピュータのバックアップ機器を設置してある主室と、この主室とは防水扉により遮断されて主室と地上とを切り離すことにより主室内への浸水を防ぐ副室とよりなり、この主室と副室の境界にある壁部にバックアップ機器の配電盤を設置するとともに、主室内への電源の配線を副室を通じて行っており、また、前記した副室を階段により地上に続かせたものであることを特徴とするコンピュータのバックアップ施設用地下シェルター。 It also serves as a formwork left outside when the concrete is poured onto a pressure-resistant panel supported by multiple piles driven into the ground where it is constructed as a separate building from the building where the host computer is installed. the box-like shelter body formed from high-strength concrete covered with iron formed integrally, a backup facility for underground shelter of computers installed backup device of the host computer with the inside of the shelter body, shelter body, The main room where the above-mentioned host computer backup equipment is installed on the seismic isolation floor having a three-dimensional base isolation structure, and this main room are blocked by a waterproof door, and the main room is separated from the ground. more becomes sub-chamber to prevent water from entering the room, distribution of the backup device to the wall portion in the boundary of the main chamber and the auxiliary chamber With installing the board, and performing the power wiring to the main chamber through the auxiliary chamber, also the backup facilities for underground shelter computer, characterized in that the stairs aforementioned auxiliary chamber in which was followed on the ground . 鉄板の外表面に防水塗膜が形成されている請求項1に記載のコンピュータのバックアップ施設用地下シェルター。 The underground shelter for a computer backup facility according to claim 1, wherein a waterproof coating is formed on the outer surface of the iron plate. 防水塗膜が、ゴムアスファルトからなり、シェルター本体の底面と耐圧盤との間にも同様のゴムアスファルトからなる防水塗膜が形成されている請求項1〜2のいずれかに記載のバックアップ施設用地下シェルター。 3. The backup facility according to claim 1, wherein the waterproof coating is made of rubber asphalt, and a waterproof coating made of the same rubber asphalt is formed between the bottom surface of the shelter body and the pressure platen . Underground shelter. 副室を階段により続かせた地上に地上室が設けられている請求項1〜3のいずれかに記載のコンピュータのバックアップ施設用地下シェルター。
The underground shelter for a backup facility of a computer according to any one of claims 1 to 3, wherein a ground room is provided on the ground where the sub rooms are connected by stairs.
JP2004052798A 2004-02-27 2004-02-27 Underground shelter for computer backup facility Expired - Fee Related JP3836111B2 (en)

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JP4072734B2 (en) 2006-05-01 2008-04-09 日本シェルターシステム株式会社 Underground shelter and underground shelter strength partition wall forming method
JP2012255316A (en) * 2011-06-10 2012-12-27 Tetsugumi Sensui Kogyosho:Kk Waterproof underground shelter
JP6862523B2 (en) * 2019-10-21 2021-04-21 三菱重工業株式会社 Impact reduction structure and power plant

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JPS61178463A (en) * 1985-02-05 1986-08-11 電気化学工業株式会社 Destruction preventing board
JPH01163368A (en) * 1987-12-17 1989-06-27 Kyoshin Sangyo Kk Built-up type underground storage shed
JP2688571B2 (en) * 1995-08-18 1997-12-10 裕之 山口 Emergency disaster storage facility
JPH09112064A (en) * 1995-10-16 1997-04-28 Masamichi Nitta Base isolation shelter
JP3702157B2 (en) * 2000-08-25 2005-10-05 光高 加藤 Tsunami and fire shelter
JP2003003691A (en) * 2001-06-26 2003-01-08 Nobuhiro Kasamaki Allotment sale business for self-support vegetable garden kit having underground storage shelter

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