JP2013194488A - Flood damage prevention structure - Google Patents

Flood damage prevention structure Download PDF

Info

Publication number
JP2013194488A
JP2013194488A JP2012066247A JP2012066247A JP2013194488A JP 2013194488 A JP2013194488 A JP 2013194488A JP 2012066247 A JP2012066247 A JP 2012066247A JP 2012066247 A JP2012066247 A JP 2012066247A JP 2013194488 A JP2013194488 A JP 2013194488A
Authority
JP
Japan
Prior art keywords
equipment
water level
canopy
water
prevention 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.)
Granted
Application number
JP2012066247A
Other languages
Japanese (ja)
Other versions
JP5901017B2 (en
Inventor
Hikari Kobayashi
光 小林
Miyoshi Kato
美好 加藤
Mutsumi Yokoi
睦己 横井
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP2012066247A priority Critical patent/JP5901017B2/en
Publication of JP2013194488A publication Critical patent/JP2013194488A/en
Application granted granted Critical
Publication of JP5901017B2 publication Critical patent/JP5901017B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

PROBLEM TO BE SOLVED: To provide a flood damage prevention structure which can be easily constructed at a low cost.SOLUTION: A flood damage prevention structure is used to prevent equipment 10 from being damaged by flood. The equipment 10 is covered by a canopy part 20 having high water-tightness, and an opening 21 is formed in a lower part of the canopy part 20. When a flood or tsunami occurs, an air reservoir is formed around the equipment 10 placed on an upper layer of an indoor 20A even if water enters the indoor 20A of the canopy part 20 through the opening 21 and the indoor 20A is submerged up to a lower layer thereof. Accordingly, a rise of a water level is suppressed and thus, the equipment 10 can be prevented from being submerged. Furthermore, the flood damage prevention structure can be easily constructed at a low cost, because all that is needed is only to mount the canopy part 20 over the existing equipment 10 afterward.

Description

本発明は、水害防止構造に関する。詳しくは、機器の水害を防止する水害防止構造に関する。   The present invention relates to a water damage prevention structure. More specifically, the present invention relates to a flood prevention structure that prevents equipment from flooding.

従来より、洪水や津波などの水害により、建物内に多量の水が浸入する場合がある。建物の地下には、キュービクル、発電機、蓄電池などの電気設備が設けられることが多く、これら電気設備は水没すると再使用できず、建物の機能を復旧するのに時間がかかってしまう。
この問題を解決するため、大型の堤防や防潮堤を設けるなどの対策がとられている(特許文献1参照)。
Conventionally, a large amount of water may enter a building due to flooding or tsunami. In the basement of the building, electrical equipment such as cubicles, generators, and storage batteries are often provided, and these electrical equipment cannot be reused when submerged, and it takes time to restore the function of the building.
In order to solve this problem, measures such as providing a large dyke and a seawall are taken (see Patent Document 1).

特開2006−342653号公報JP 2006-342653 A

しかしながら近年、大きな洪水や津波が発生しており、上述の堤防や防潮堤を設けても、洪水や津波の市街地への浸入を防止できない場合がある。
そのため、電気設備などの重要な設備を地上2階以上に移動することが検討されているが、移動先の場所の確保が難しい上に、確保や費用がかかるため、実現することが困難な場合も多い。
However, in recent years, large floods and tsunamis have occurred, and even if the above-mentioned levee or tide embankment is provided, it may not be possible to prevent floods and tsunamis from entering urban areas.
Therefore, it is considered to move important equipment such as electrical equipment to the second floor or more above ground, but it is difficult to secure the location of the destination and it is difficult to realize it because it is expensive and secure There are also many.

本発明は、低コストで施工が容易な水害防止構造を提供することを目的とする。   An object of the present invention is to provide a structure for preventing water damage that is easy to construct at low cost.

請求項1に記載の水害防止構造は、機器(例えば、後述の設備機器10)の水害を防止する水害防止構造であって、前記機器は、水密性の高い天蓋部(例えば、後述の天蓋部20)で上から覆われており、当該天蓋部の下部には、開口(例えば、後述の開口21)が形成されることを特徴とする。   The water damage prevention structure according to claim 1 is a water damage prevention structure for preventing water damage of a device (for example, an equipment device 10 described later), and the device is a highly watertight canopy portion (for example, a canopy portion described later). 20), and an opening (for example, an opening 21 described later) is formed in the lower part of the canopy.

この発明によれば、洪水や津波などの水害発生時には、開口を通して天蓋部の内部空間に水が浸入し、この内部空間の下層まで浸水しても、内部空間の上層に位置する機器の周囲には空気溜りが形成され、水位の上昇が抑制される。よって、機器が浸水するのを防止できる。
また、天蓋部を既存の機器に対して後から取り付けるだけでよいので、施工が容易であり、低コストとなる。
According to the present invention, when a flood such as flood or tsunami occurs, water enters the inner space of the canopy through the opening, and even if it is submerged to the lower layer of this inner space, it is around the equipment located in the upper layer of the inner space. An air pocket is formed and the rise of the water level is suppressed. Therefore, it is possible to prevent the device from being flooded.
Moreover, since it is only necessary to attach the canopy part to the existing device later, the construction is easy and the cost is reduced.

また、内部空間を完全に密閉してしまうと、内部空間の気圧に対して外部の水圧が高くなるため、天蓋部の剛性を高める必要があり、重厚な構造となって多くのスペースを必要とするうえに、コストが高くなる。しかしながら、本発明のように、浸水時に積極的に開口から水を内部空間に流入させて、空気溜りの体積を圧縮させ、この圧縮された空気により外部の水圧に対抗するため、天蓋部の剛性をそれほど高める必要がなく、天蓋部の製造が容易になるとともに低コストとなる。   In addition, if the internal space is completely sealed, the external water pressure will be higher than the internal space pressure, so it is necessary to increase the rigidity of the canopy, and the structure is heavy and requires a lot of space. In addition, the cost is high. However, as in the present invention, at the time of flooding, water is actively introduced from the opening into the internal space, the volume of the air pool is compressed, and the compressed air is used to resist external water pressure. There is no need to increase the height of the canopy, making it easy to manufacture the canopy and reducing the cost.

請求項2に記載の水害防止構造は、前記天蓋部の内部空間(例えば、後述の室内20A)に気体(例えば、後述の空気)を供給する気体供給装置(例えば、後述の気体供給装置30)が設けられることを特徴とする。   The water damage prevention structure according to claim 2 is a gas supply device (for example, a gas supply device 30 to be described later) that supplies gas (for example, air to be described later) to an internal space (for example, a room 20A to be described later) of the canopy portion. Is provided.

浸水時に開口から水が天蓋部の内部空間に流入し、空気溜りが圧縮されると、この内部空間の水位が上昇して、機器が浸水するおそれがある。
そこで、この発明によれば、天蓋部の内部空間に気体を供給する気体供給装置を設けた。よって、気体供給装置により、空気溜りの圧縮された空気圧以上の圧力で内部空間に気体を供給することで、内部空間の水位を下げることができるから、機器が浸水するのを確実に防止できる。
If water flows from the opening into the internal space of the canopy and the air pocket is compressed when the water is submerged, the water level in the internal space rises and the device may be submerged.
So, according to this invention, the gas supply apparatus which supplies gas to the internal space of a canopy part was provided. Therefore, by supplying gas to the internal space at a pressure equal to or higher than the compressed air pressure of the air reservoir by the gas supply device, the water level in the internal space can be lowered, so that the device can be reliably prevented from being flooded.

本発明によれば、洪水や津波などの水害発生時には、開口を通して天蓋部の内部空間に水が浸入し、この内部空間の下層まで浸水しても、内部空間の上層に位置する機器の周囲には空気溜りが形成され、水位の上昇が抑制される。よって、機器が浸水するのを防止できる。また、天蓋部を既存の機器に対して後から取り付けるだけでよいので、施工が容易であり、低コストとなる。   According to the present invention, when a flood such as flood or tsunami occurs, water enters the inner space of the canopy through the opening, and even if it is submerged to the lower layer of this inner space, it is around the equipment located in the upper layer of the inner space. An air pocket is formed and the rise of the water level is suppressed. Therefore, it is possible to prevent the device from being flooded. Moreover, since it is only necessary to attach the canopy part to the existing device later, the construction is easy and the cost is reduced.

本発明の一実施形態に係る水害防止構造が適用された建物の断面図である。1 is a cross-sectional view of a building to which a water damage prevention structure according to an embodiment of the present invention is applied. 前記実施形態に係る天蓋部の断面図である。It is sectional drawing of the canopy part which concerns on the said embodiment. 前記実施形態に係る気体供給装置の動作のフローチャートである。It is a flowchart of operation | movement of the gas supply apparatus which concerns on the said embodiment. 本発明の変形例に係る天蓋部の断面図である。It is sectional drawing of the canopy part which concerns on the modification of this invention.

以下、本発明の一実施形態について、図面を参照しながら説明する。
図1は、本発明の一実施形態に係る水害防止構造が適用された建物1の断面図である。
建物1は、地下2階までの地下躯体2を有しており、この地下2階には、例えば変圧設備である既存の設備機器10が設置されている。
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
FIG. 1 is a cross-sectional view of a building 1 to which a water damage prevention structure according to an embodiment of the present invention is applied.
The building 1 has an underground housing 2 up to the second basement floor, and existing equipment 10 that is, for example, a transformation facility is installed on the second basement floor.

具体的には、地下2階の床面3には、設備基礎11が形成されており、設備機器10は、設備架台10Aを介して、設備基礎11の上に設置されている(図2参照)。
この設備機器10は、水密性の高い天蓋部20で覆われている。この天蓋部20は、下面が開放された略箱状であり、既存の設備機器10に後から取り付けられたものである。天蓋部20の内部空間を室内20Aとする。
Specifically, an equipment foundation 11 is formed on the floor 3 of the second basement floor, and the equipment 10 is installed on the equipment foundation 11 via the equipment mount 10A (see FIG. 2). ).
This equipment 10 is covered with a canopy portion 20 having high water tightness. The canopy portion 20 has a substantially box shape with an open bottom surface and is attached to the existing equipment 10 later. Let the interior space of the canopy part 20 be the room 20A.

図2は、天蓋部20の断面図である。
天蓋部20の下端縁は、床面3に接しており、この床面3に固定されている。
また、天蓋部20の下部には、室内20Aと室外とを連通する開口21が形成されている。また、この開口21の他にも、開口21と同じ高さに図示しない開口が形成されており、この図示しない開口を通して、配管やケーブルなどが配線される。
さらに、天蓋部20の室内20Aには、室内20Aの水位に応じて気体としての高圧空気を供給する気体供給装置30が設置されている。
FIG. 2 is a cross-sectional view of the canopy 20.
The lower end edge of the canopy 20 is in contact with the floor surface 3 and is fixed to the floor surface 3.
In addition, an opening 21 that communicates the room 20 </ b> A and the outdoors is formed in the lower part of the canopy 20. In addition to the opening 21, an opening (not shown) is formed at the same height as the opening 21, and piping, cables, and the like are routed through the opening (not shown).
Further, a gas supply device 30 that supplies high-pressure air as a gas according to the water level of the room 20A is installed in the room 20A of the canopy 20.

この建物1では、洪水や津波などの水害発生時には、図1中矢印で示すように、地下階に水が流れ込み、開口21を通して天蓋部20の室内20Aが浸水する。すると、室内20Aの下層に位置する設備基礎11は浸水するが、室内20Aの上層に位置する設備機器10の周囲には空気溜りが形成される。よって、1階床レベルまで冠水して地下階が完全に水没しても、設備機器10は空気溜りの中にあるので、設備機器10が浸水するのを防止できる。   In this building 1, when a flood such as flood or tsunami occurs, water flows into the basement floor and the room 20 </ b> A of the canopy 20 is flooded through the opening 21 as indicated by an arrow in FIG. 1. Then, although the equipment foundation 11 located in the lower layer of the room 20A is submerged, an air pocket is formed around the equipment 10 located in the upper layer of the room 20A. Therefore, even if the underground floor is completely submerged by flooding to the first floor level, the equipment 10 is in the air reservoir, so that the equipment 10 can be prevented from being flooded.

ところで、1階床レベルまで冠水した場合、アルキメデスの原理により、天蓋部20には、室内20Aの空気溜りの体積が排除した水の重さに等しい浮力が引抜き力として作用する。よって、この浮力に耐えうるように、天蓋部20の剛性や天蓋部20と床面3との接合強度を確保する。
また、天蓋部20に出入口として扉を設ける場合、この扉には、空気溜りにより室内20Aが外部に対して負圧になっても、水が室内20Aに浸入しない程度の水密性を確保する。
By the way, when submerged to the first floor level, according to Archimedes' principle, buoyancy equal to the weight of water excluding the volume of the air reservoir in the room 20A acts as a pulling force on the canopy 20. Therefore, the rigidity of the canopy portion 20 and the bonding strength between the canopy portion 20 and the floor surface 3 are ensured so as to withstand this buoyancy.
Further, when a door is provided as an entrance / exit in the canopy portion 20, the door is secured with water tightness so that water does not enter the room 20 </ b> A even if the room 20 </ b> A has a negative pressure with respect to the outside due to air accumulation.

また、例えば、設備機器10が地下20mに位置しており、1階床レベルまで冠水して地下階が完全に水没した場合を想定する。この場合、天蓋部20の室内20Aは3気圧となるので、ボイルの法則により室内20Aの空気溜りの体積は平常時の1/3となり、室内20Aの水位が高くなって、設備機器10が浸水してしまう。そこで、気体供給装置30により高圧空気を供給するが、3気圧の空気溜りに高圧空気を送り込むため、高圧空気の気圧は3気圧以上とする必要がある。このようにして、設備機器10の想定される水深に応じて、供給する高圧空気の圧力を設定する。   Further, for example, it is assumed that the equipment 10 is located 20 m below the ground, is flooded to the first floor level, and the underground floor is completely submerged. In this case, since the interior 20A of the canopy 20 is 3 atm., The volume of the air reservoir in the interior 20A becomes 1/3 of the normal due to Boyle's law, the water level in the interior 20A becomes high, and the equipment 10 is submerged. Resulting in. Thus, high-pressure air is supplied by the gas supply device 30, but the high-pressure air needs to be at least 3 atm in order to send the high-pressure air into the 3 atm air reservoir. In this way, the pressure of the high-pressure air to be supplied is set according to the assumed water depth of the equipment device 10.

気体供給装置30は、高圧空気が充填された複数本のボンベ31と、このボンベ31から延びる供給配管32と、この供給配管32の先端側に設けられた複数のノズル33と、供給配管32の途中に設けられた開閉弁34と、室内20Aの水位を検出するセンサ35と、センサ35で検出した水位に基づいて開閉弁34を制御する制御盤36と、を備える。センサ35および制御盤36は、無停電電源装置(UPS)により、停電時でも稼働するようになっている。   The gas supply device 30 includes a plurality of cylinders 31 filled with high-pressure air, a supply pipe 32 extending from the cylinder 31, a plurality of nozzles 33 provided on the front end side of the supply pipe 32, and a supply pipe 32. An on-off valve 34 provided in the middle, a sensor 35 for detecting the water level in the room 20A, and a control panel 36 for controlling the on-off valve 34 based on the water level detected by the sensor 35 are provided. The sensor 35 and the control panel 36 are operated even during a power failure by an uninterruptible power supply (UPS).

以下、設備基礎11の上端の高さを上限水位Bとし、この上限水位Bよりも低い所定高さを下限水位Aとする。
センサ35は、下限水位Aおよび上限水位Bを検出するものであり、下方に向かって延びる3本の棒状の接点35A、35B、35Cを有する。
接点35Cの下端は、下限水位Aよりも低い位置まで延びている。接点35Aの下端は、下限水位Aの高さ位置まで延びている。接点35Bの下端は、上限水位Bの高さ位置まで延びている。
Hereinafter, the height of the upper end of the equipment foundation 11 is defined as an upper limit water level B, and a predetermined height lower than the upper limit water level B is defined as a lower limit water level A.
The sensor 35 detects the lower limit water level A and the upper limit water level B, and has three rod-shaped contacts 35A, 35B, and 35C that extend downward.
The lower end of the contact point 35C extends to a position lower than the lower limit water level A. The lower end of the contact point 35A extends to the height position of the lower limit water level A. The lower end of the contact point 35B extends to the height position of the upper limit water level B.

水位が下限水位Aに達すると、接点35Aと接点35Cとが水を通して通電し、センサ35は下限水位Aを検出する。一方、水位が上限水位Bに達すると、接点35Bと接点35Cとが水を通して通電し、センサ35は上限水位Bを検出する。   When the water level reaches the lower limit water level A, the contact point 35A and the contact point 35C are energized through water, and the sensor 35 detects the lower limit water level A. On the other hand, when the water level reaches the upper limit water level B, the contact 35B and the contact 35C are energized through the water, and the sensor 35 detects the upper limit water level B.

制御盤36は、センサ35で検出した下限水位Aまたは上限水位Bに基づいて、開閉弁34を開閉するものであり、タイマーを内蔵するほか、停止ボタンが設けられている。   The control panel 36 opens and closes the open / close valve 34 based on the lower limit water level A or the upper limit water level B detected by the sensor 35. The control panel 36 has a built-in timer and a stop button.

以下、気体供給装置30の動作について、図3のフローチャートを参照しながら説明する。
ステップS1では、センサ35により室内20Aの水位を検出する。
ステップS2では、水位が下限水位Aまで上昇したか否かを判定する。この判定がYesである場合には、ステップS3に移り、Noである場合には、ステップS1に戻って、水位の検出を継続する。
ステップS3では、水位が下限水位Aに達したので、ステージ1の浸水警報を室内20Aおよび建物1の中央監視制御盤などに発報する。
Hereinafter, operation | movement of the gas supply apparatus 30 is demonstrated, referring the flowchart of FIG.
In step S1, the sensor 35 detects the water level in the room 20A.
In step S2, it is determined whether or not the water level has risen to the lower limit water level A. When this determination is Yes, the process proceeds to step S3, and when it is No, the process returns to step S1 and the detection of the water level is continued.
In step S3, since the water level has reached the lower limit water level A, the inundation warning of stage 1 is issued to the room 20A, the central monitoring control panel of the building 1, and the like.

ステップS4では、センサ35により室内20Aの水位を検出する。
ステップS5では、水位が上限水位Bまで上昇したか否かを判定する。この判定がYesである場合には、ステップS6に移り、Noである場合には、ステップS4に戻って水位の検出を継続する。
ステップS6では、水位が上限水位Bに達したので、ステージ2の浸水警報を室内20Aに発報し、室内20Aからの退避勧告を行う。
In step S4, the sensor 35 detects the water level in the room 20A.
In step S5, it is determined whether or not the water level has risen to the upper limit water level B. When this determination is Yes, the process proceeds to step S6, and when it is No, the process returns to step S4 and the detection of the water level is continued.
In step S6, since the water level has reached the upper limit water level B, an inundation warning for stage 2 is issued to the room 20A, and an evacuation recommendation is made from the room 20A.

ステップS7では、制御盤36のタイマーの作動を開始する。
ステップS8では、制御盤36の停止ボタンが押下されて停止操作がなされたか否かを判定する。この判定がYesである場合には、ステップS9に移り、ステージ2の浸水警報を解除して、ステップS1に戻る。一方、Noである場合には、ステップS10に移る。
ステップS10では、タイマーの作動開始から一定時間内が経過したか否かを判定する。この判定がYesである場合には、ステップS11に移り、Noである場合には、ステップS8に戻る。
In step S7, the operation of the timer of the control panel 36 is started.
In step S8, it is determined whether or not a stop operation has been performed by pressing the stop button on the control panel 36. If this determination is Yes, the process moves to step S9, the stage 2 flood alarm is canceled, and the process returns to step S1. On the other hand, if No, the process moves to step S10.
In step S10, it is determined whether or not a predetermined time has elapsed since the timer started. If this determination is Yes, the process moves to step S11, and if it is No, the process returns to step S8.

ステップS11では、開閉弁34を開放して、ボンベ31から室内20Aに高圧空気を供給する。これにより、室内20Aの水位が低下する。
ステップS12では、水位が下限水位Aまで下がったか否かを判定する。この判定がYesである場合には、ステップS13に移り、Noである場合には、ステップS12を繰り返す。
ステップS13では、開閉弁34を閉鎖して、ボンベ31による高圧空気の供給を停止し、ステップS4に戻る。
In step S11, the on-off valve 34 is opened, and high pressure air is supplied from the cylinder 31 to the room 20A. Thereby, the water level in the room 20A is lowered.
In step S12, it is determined whether or not the water level has dropped to the lower limit water level A. If this determination is Yes, the process moves to step S13, and if it is No, step S12 is repeated.
In step S13, the on-off valve 34 is closed, the supply of high-pressure air from the cylinder 31 is stopped, and the process returns to step S4.

本実施形態によれば、以下のような効果がある。
(1)洪水や津波などの水害発生時には、開口21を通して天蓋部20の室内20Aに水が浸入し、この室内20Aの下層の設備基礎11まで浸水しても、室内20Aの上層に位置する設備機器10の周囲には空気溜りが形成され、水位の上昇が抑制される。よって、設備機器10が浸水するのを防止できる。
また、天蓋部20を既存の設備機器10に対して後から取り付けるだけでよいので、施工が容易であり、低コストとなる。
According to this embodiment, there are the following effects.
(1) In the event of floods such as floods and tsunamis, even if water enters the room 20A of the canopy 20 through the opening 21 and the water is submerged up to the equipment base 11 below the room 20A, the equipment located above the room 20A. An air pocket is formed around the device 10 to suppress an increase in water level. Therefore, it is possible to prevent the facility device 10 from being flooded.
Moreover, since it is only necessary to attach the canopy part 20 to the existing equipment 10 later, the construction is easy and the cost is reduced.

また、浸水時に積極的に開口21から水を室内20Aに流入させて、空気溜りの体積を圧縮させ、この圧縮された空気溜りにより外部の水圧に対抗するため、天蓋部20の剛性をそれほど高める必要がなく、天蓋部20の製造が容易になるとともに低コストとなる。   In addition, when the water is immersed, water is actively introduced into the room 20A from the opening 21 to compress the volume of the air reservoir, and the compressed air reservoir counteracts external water pressure, so that the rigidity of the canopy portion 20 is increased so much. This is not necessary, and the canopy 20 can be manufactured easily and at a low cost.

(2)室内20Aに高圧空気を供給する気体供給装置30を設けた。よって、気体供給装置30により、空気溜りの圧縮された空気圧以上の圧力で室内20Aに高圧空気を供給することで、室内20Aの水位を下げることができるから、設備機器10が浸水するのを確実に防止できる。   (2) A gas supply device 30 for supplying high-pressure air to the room 20A is provided. Therefore, since the water level of the indoor 20A can be lowered by supplying high-pressure air to the indoor 20A with a pressure equal to or higher than the compressed air pressure of the air reservoir by the gas supply device 30, it is ensured that the equipment 10 is submerged. Can be prevented.

なお、本発明は前記実施形態に限定されるものではなく、本発明の目的を達成できる範囲での変形、改良等は本発明に含まれるものである。
例えば、本実施形態では、気体供給装置により空気を供給したが、これに限らず、空気の代わりに、窒素などの可燃性や毒性が低い安定した気体を用いてもよい。
また、本実施形態では、接点35A〜35Cが通電することにより水位を検出したが、これに限らず、フロートスイッチにより水位を検出してもよい。
It should be noted that the present invention is not limited to the above-described embodiment, and modifications, improvements, etc. within a scope that can achieve the object of the present invention are included in the present invention.
For example, in the present embodiment, air is supplied by the gas supply device. However, the present invention is not limited to this, and a stable gas having low flammability and toxicity such as nitrogen may be used instead of air.
In the present embodiment, the water level is detected by energizing the contacts 35A to 35C. However, the present invention is not limited to this, and the water level may be detected by a float switch.

また、本実施形態では、高圧空気を充填したボンベを用いたが、これに限らない。すなわち、水害発生時の機器の水深があまり深くならないと想定される場合には、それほど高圧の空気を供給する必要がないので、ボンベの代わりに、空気タンクとこの空気タンク内の空気を圧縮して供給するコンプレッサと組み合わせて用いてもよい。
また、本実施形態では、天蓋部20の下端縁を床面3に接して設けたが、これに限らず、天蓋部20の下端縁を床面3から離して設けてもよい。
Moreover, although the cylinder filled with high pressure air was used in this embodiment, it is not restricted to this. In other words, when it is assumed that the water depth of the equipment at the time of flooding does not become too deep, it is not necessary to supply so high-pressure air. It may be used in combination with a compressor to be supplied.
In the present embodiment, the lower end edge of the canopy part 20 is provided in contact with the floor surface 3. However, the present invention is not limited thereto, and the lower end edge of the canopy part 20 may be provided separately from the floor surface 3.

また、本実施形態では、気体供給装置30を室内20Aに設けたが、これに限らず、気体供給装置を浸水のおそれのない地上部分などに設置してもよい。
また、本実施形態では、1つの天蓋部20に対して1台の気体供給装置30を設けたが、これに限らず、気体供給装置30の供給配管を分岐させることで、1台の気体供給装置30で複数の天蓋部20に対して空気を供給してもよい。
In the present embodiment, the gas supply device 30 is provided in the room 20A. However, the present invention is not limited thereto, and the gas supply device may be installed on a ground portion where there is no risk of flooding.
Moreover, in this embodiment, although the one gas supply apparatus 30 was provided with respect to the one canopy part 20, it is not restricted to this, One gas supply is made by branching the supply piping of the gas supply apparatus 30. The apparatus 30 may supply air to the plurality of canopy units 20.

また、図4に示すように、開口21から室内20Aの上方に向かって延びる筒22を設け、センサ35の接点35A〜35Cを、この筒22の内部に配置してもよい。このようにすれば、室内20Aに水を浸入させることなく、室内20Aの水位を検出できる。   As shown in FIG. 4, a cylinder 22 extending from the opening 21 toward the upper side of the room 20 </ b> A may be provided, and the contacts 35 </ b> A to 35 </ b> C of the sensor 35 may be disposed inside the cylinder 22. In this way, the water level in the room 20A can be detected without allowing water to enter the room 20A.

1…建物
2…地下躯体
3…床面
10…設備機器
10A…設備架台
11…設備基礎
20…天蓋部
20A…室内(内部空間)
21…開口
30…気体供給装置
31…ボンベ
32…供給配管
33…ノズル
34…開閉弁
35…センサ
35A、35B、35C…接点
36…制御盤
A…下限水位
B…上限水位
DESCRIPTION OF SYMBOLS 1 ... Building 2 ... Underground frame 3 ... Floor surface 10 ... Equipment 10A ... Equipment mount 11 ... Equipment foundation 20 ... Canopy 20A ... Indoor (internal space)
DESCRIPTION OF SYMBOLS 21 ... Opening 30 ... Gas supply device 31 ... Cylinder 32 ... Supply piping 33 ... Nozzle 34 ... On-off valve 35 ... Sensor 35A, 35B, 35C ... Contact 36 ... Control panel A ... Lower limit water level B ... Upper limit water level

Claims (2)

機器の水害を防止する水害防止構造であって、
前記機器は、水密性の高い天蓋部で上から覆われており、
当該天蓋部の下部には、開口が形成されることを特徴とする水害防止構造。
A water damage prevention structure that prevents equipment from being damaged by water,
The device is covered from above with a highly watertight canopy,
A water damage prevention structure, wherein an opening is formed in a lower part of the canopy portion.
前記天蓋部の内部空間に気体を供給する気体供給装置が設けられることを特徴とする請求項1に記載の水害防止構造。   The water damage prevention structure according to claim 1, further comprising a gas supply device that supplies gas to the internal space of the canopy portion.
JP2012066247A 2012-03-22 2012-03-22 Water damage prevention structure Expired - Fee Related JP5901017B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2012066247A JP5901017B2 (en) 2012-03-22 2012-03-22 Water damage prevention structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2012066247A JP5901017B2 (en) 2012-03-22 2012-03-22 Water damage prevention structure

Publications (2)

Publication Number Publication Date
JP2013194488A true JP2013194488A (en) 2013-09-30
JP5901017B2 JP5901017B2 (en) 2016-04-06

Family

ID=49393780

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2012066247A Expired - Fee Related JP5901017B2 (en) 2012-03-22 2012-03-22 Water damage prevention structure

Country Status (1)

Country Link
JP (1) JP5901017B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017193914A (en) * 2016-04-22 2017-10-26 株式会社クボタケミックス Electric actuator for farm field

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000085770A (en) * 1998-07-13 2000-03-28 Moldec Kk Carriage and storage box
JP2009255951A (en) * 2008-04-17 2009-11-05 Giken Seisakusho Co Ltd Waterproof cover and waterproof protection method for apparatus
JP2012233385A (en) * 2011-04-30 2012-11-29 Masahito Furugori Tsunami shelter

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000085770A (en) * 1998-07-13 2000-03-28 Moldec Kk Carriage and storage box
JP2009255951A (en) * 2008-04-17 2009-11-05 Giken Seisakusho Co Ltd Waterproof cover and waterproof protection method for apparatus
JP2012233385A (en) * 2011-04-30 2012-11-29 Masahito Furugori Tsunami shelter

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017193914A (en) * 2016-04-22 2017-10-26 株式会社クボタケミックス Electric actuator for farm field

Also Published As

Publication number Publication date
JP5901017B2 (en) 2016-04-06

Similar Documents

Publication Publication Date Title
JP4472749B2 (en) Tide protection device and tide protection structure
JP4987750B2 (en) Flap gate
WO2013073507A2 (en) Cassette vibration isolation device
JP5901017B2 (en) Water damage prevention structure
JP5291611B2 (en) Equipment to prevent high flooding
JP6063848B2 (en) Device submersion prevention structure
KR101769039B1 (en) A flooding prevention distribution board
JP5944194B2 (en) Seismic isolation method and seismic isolation structure for buildings
KR101009493B1 (en) Transformer vault system having apparatus for floating air inlet hose
JP5951020B2 (en) Device submersion prevention structure
JP2015158117A (en) Flood cut-off device
JP6037857B2 (en) Floating equipment type generator
KR20150004420A (en) Fuel pool of a nuclear power plant
JP6121252B2 (en) Movable breakwater
KR200451913Y1 (en) Transformer vault system having oil exhausting means
KR100959271B1 (en) Movable dam for protecting water level drop at intake channel
JP3111198B2 (en) Inundation prevention device for submerged water level
JP2018109386A (en) Levitation type power generation facility
KR100965901B1 (en) Liquid damming protective bank
JP6369833B2 (en) Movable breakwater and movable breakwater facility
JP6325591B2 (en) Enclosure, enclosure for electrical equipment, enclosure for power supply and enclosure for traffic terminal
JP2016108887A (en) Impervious wall rising in flooding
JP3164263U (en) Water level difference detector
JP2006348571A (en) Tide protection apparatus, and tide protection structure
JP2015137513A (en) pump air shelter

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20140925

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20150618

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20150622

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20150821

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20160303

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20160304

R150 Certificate of patent or registration of utility model

Ref document number: 5901017

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees