JP3175840U - Shelter - Google Patents

Shelter Download PDF

Info

Publication number
JP3175840U
JP3175840U JP2012001350U JP2012001350U JP3175840U JP 3175840 U JP3175840 U JP 3175840U JP 2012001350 U JP2012001350 U JP 2012001350U JP 2012001350 U JP2012001350 U JP 2012001350U JP 3175840 U JP3175840 U JP 3175840U
Authority
JP
Japan
Prior art keywords
refuge
spiral passage
pedestal
windmill
place
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.)
Expired - Fee Related
Application number
JP2012001350U
Other languages
Japanese (ja)
Inventor
清行 奥山
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.)
Ken Okuyama Design Co Ltd
Original Assignee
Ken Okuyama Design Co Ltd
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 Ken Okuyama Design Co Ltd filed Critical Ken Okuyama Design Co Ltd
Priority to JP2012001350U priority Critical patent/JP3175840U/en
Application granted granted Critical
Publication of JP3175840U publication Critical patent/JP3175840U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

【課題】構成機構が簡易であって、設置箇所の選定が限定することを要せず、かつ設置・構築費用、維持管理費も低減する避難台を提供して津波警報の発報時に、高所仮留所に避難させる。
【解決手段】津波警報の発報時に避難する避難台1であって、脚柱2に周設され地表3から上方に延びる螺旋通路4と、螺旋通路を昇って到達する高所仮留所5a、5b、5cとを備える。
【選択図】図1
[PROBLEMS] To provide a shelter that has a simple configuration mechanism and does not require limited selection of installation locations, and that reduces installation / construction costs and maintenance costs. Evacuate to a temporary stop.
A refuge 1 for evacuating when a tsunami warning is issued, a spiral passage 4 provided around a pedestal 2 and extending upward from the ground surface 3; 5b, 5c.
[Selection] Figure 1

Description

本考案は避難台に係わり、特に構成機構が簡易であって、設置箇所の選定が限定することを要せず、かつ設置・構築費用、維持管理費も低減するとともに、津波警報の発報時に、脚柱に周設した螺旋通路を昇って高所仮留所に避難する避難台に関する。   The present invention relates to an evacuation platform, and in particular, the configuration mechanism is simple, it is not necessary to limit the selection of installation locations, installation / construction costs, maintenance costs are reduced, and when a tsunami warning is issued The present invention relates to an evacuation platform that ascends a spiral passage around a pedestal and evacuates to a high place temporary stop.

従来から、津波警報の発報時に通路を昇って高所仮留所に避難する津波・洪水等の非常事態からの避難装置、非常用防護装置、津波避難用建造物が提案されている(例えば、特許文献1−特許文献3)。   Conventionally, evacuation devices from emergency situations such as tsunamis and floods that go up the corridor and evacuate to a highway temporary stop when a tsunami warning is issued, emergency protection devices, tsunami evacuation buildings have been proposed (for example, Patent Document 1-Patent Document 3).

特許第3702391号公報(図2、図16)Japanese Patent No. 3702391 (FIGS. 2 and 16) 特許第4835903号公報(図49)Japanese Patent No. 4835903 (FIG. 49) 実用新案登録第3169231号公報(図1−図2)Utility Model Registration No. 3169231 (FIGS. 1-2)

しかしながら、このような避難施設では、構成機構が膨大煩瑣となって、設置箇所の選定が限定せざるを得ないことになり、かつ設置・構築費用、維持管理費も嵩張る状況をもたらすという難点が惹起する。   However, in such an evacuation facility, the configuration mechanism becomes very cumbersome, the selection of installation locations has to be limited, and the installation / construction costs and maintenance costs are also bulky. Provoke.

本考案は、これらの難点を解決するためになされたもので、人間工学的手法を採用することにより、構成機構が簡易であって、設置箇所の選定が限定することを要せず、かつ設置・構築費用、維持管理費も低減するとともに、津波警報の発報時に、脚柱に周設した螺旋通路を昇って高所仮留所に避難する避難台を提供することを目的とする。   The present invention has been made to solve these difficulties, and by adopting an ergonomic method, the configuration mechanism is simple, and it is not necessary to limit the selection of the installation location, and the installation is performed.・ The purpose is to reduce construction costs and maintenance costs, and to provide an evacuation platform that evacuates to a highway temporary suspension place by ascending a spiral passage around the pedestal when a tsunami warning is issued.

このような目的を達成するため、本考案の避難台は、津波警報の発報時に避難する避難台であって、脚柱に周設され地表から上方に延びる螺旋通路と、螺旋通路を昇って到達する高所仮留所とを備えている。   In order to achieve such an object, the evacuation platform of the present invention is an evacuation platform that evacuates when a tsunami warning is issued. The evacuation platform extends around the pedestal and extends upward from the ground surface. It has a high altitude temporary stop to reach.

本考案の避難台において、螺旋通路は階段で形成されている。   In the refuge of the present invention, the spiral passage is formed by stairs.

本考案の避難台において、螺旋通路の表面は段差を無くしたバリアフリーとし、滑り防止材が粘着されている。   In the evacuation platform of the present invention, the surface of the spiral passage is barrier-free with no steps, and an anti-slip material is adhered.

本考案の避難台において、脚柱の上部には高所仮留所上方において再生可能エネルギー発電装置としてソーラーパネルが備えられている。   In the evacuation platform of the present invention, a solar panel is provided on the upper part of the pedestal as a renewable energy power generation device above the high place temporary suspension place.

本考案の避難台において、脚柱の上部には高所仮留所上方において再生可能エネルギー発電装置として風車が備えられている。   In the evacuation platform of the present invention, a windmill is provided as a renewable energy power generation device at the upper part of the pedestal above the high place temporary suspension place.

本考案の避難台において、風車は垂直軸型風車である。   In the refuge of the present invention, the windmill is a vertical axis type windmill.

本考案の避難台において、風車は水平軸型風車である。   In the refuge of the present invention, the windmill is a horizontal axis type windmill.

本考案の避難台によれば、構成機構が簡易であって、設置箇所の選定が限定することを要せず、かつ設置・構築費用、維持管理費も低減する好ましい避難台が提供され、津波警報の発報時に、脚柱に周設した螺旋通路を昇って高所仮留所に避難できるというメリットを齎すものである。   According to the evacuation platform of the present invention, a preferred evacuation platform that provides a simple construction mechanism, does not require the selection of installation locations, and reduces installation / construction costs and maintenance costs is provided. It is an advantage that at the time of the warning, it is possible to ascend the spiral passage around the pedestal and evacuate to the high place temporary stop.

(a)は本考案の第1の形態による避難台の斜視図、(b)は第2の形態による避難台の斜視図を示す。(A) is a perspective view of the refuge according to the first embodiment of the present invention, and (b) is a perspective view of the refuge according to the second embodiment.

以下、本考案の避難台を好ましい実施の形態例について図面を参照して詳述する。   Hereinafter, preferred embodiments of the refuge of the present invention will be described in detail with reference to the drawings.

図1(a)、(b)に示すように、本考案の避難台1は、津波警報の発報時に避難する避難塔である。避難台1は、脚柱2に周設され地表3から上方に延びる螺旋通路4と、螺旋通路4を昇って到達する高所仮留所5a、5b、5cとを備えている。   As shown in FIGS. 1A and 1B, the refuge 1 according to the present invention is an evacuation tower that evacuates when a tsunami warning is issued. The refuge 1 includes a spiral passage 4 that is provided around the pedestal 2 and extends upward from the ground surface 3, and high place temporary stops 5 a, 5 b, and 5 c that reach the spiral passage 4.

脚柱2の基部13は地表3から地中に埋設された基礎に固定され、脚柱2は風雪や地震、津波によって倒壊しない充分な強度で立設されている。   The base 13 of the pedestal 2 is fixed from the ground surface 3 to a foundation embedded in the ground, and the pedestal 2 is erected with sufficient strength so as not to collapse due to wind, snow, earthquake, or tsunami.

高所仮留所5a、5b、5cは順次高さが異なる高い位置に設置されている。   The height temporary suspension stations 5a, 5b, and 5c are installed at higher positions that are sequentially different in height.

螺旋通路4は地表3の入口6aから高所仮留所5aの出口7aに螺旋状に延び、高所仮留所5aの入口6bから高所仮留所5bの出口7bに螺旋状に延び、高所仮留所5bの入口6cから高所仮留所5cの出口7cに螺旋状に延びている。   The spiral passage 4 spirally extends from the inlet 6a of the ground surface 3 to the outlet 7a of the high altitude temporary stop 5a, and spirally extends from the inlet 6b of the high altitude temporary stop 5a to the outlet 7b of the high altitude temporary stop 5b, It extends spirally from the entrance 6c of the high place temporary suspension station 5b to the exit 7c of the high place temporary storage place 5c.

本考案の避難台1において、図1(a)、(b)に示すように、螺旋通路4は階段12で形成されている。   In the refuge 1 of the present invention, the spiral passage 4 is formed by stairs 12 as shown in FIGS.

本考案の避難台1において、別法として、螺旋通路4の表面は階段のような段差を無くしたバリアフリーとし、滑り防止材が粘着されている。螺旋通路4の階段を比較的小幅の段差で形成し、又は段差を無くしたバリアフリーとし、滑り防止材を粘着した螺旋通路4に形成することにより非健者や老人でも歩行し或いは仮令四つん這いで這ってでも非常時に確実に昇ることができる。   In the refuge 1 of the present invention, as an alternative, the surface of the spiral passage 4 is made barrier-free with no steps such as stairs, and an anti-slip material is adhered. By forming the staircase of the spiral passage 4 with a relatively small step, or making it barrier-free without the step, and forming the anti-slip material on the spiral passage 4 that adheres, even non-healthy people and elderly people can walk or crawl on all four sides Even if you talk, you can ascend in an emergency.

本考案の避難台1において、高所仮留所5cの高さは、震源地からの距離、防波堤の設置の有無、地形等の緒条件によって異なる。過去最大級である最新の東日本津波被害の測定結果データによれば、3県において、津波の高さは10m〜40mであった。この事実を考慮して、例えば避難台1を設置する地表3の位置が海抜5mの高さに配置していれば、高所仮留所5cの高さは地表3から35mの位置に配置できる。また、例えば避難台1を設置する地表3の位置が海抜10mの高さに配置していれば、高所仮留所5cの高さは地表3から30mの位置に配置できる。何れにしても、高所仮留所5cの高さは、過去最大級である最新の東日本津波被害の測定結果データによれば、海抜20〜40m以上、最悪の条件を考慮して40m以上の高さに配置することが好ましい。   In the refuge 1 of the present invention, the height of the high place temporary suspension place 5c varies depending on the distance from the epicenter, whether or not a breakwater is installed, topography and other conditions. According to the latest measurement data of the latest East Japan tsunami damage, which is the largest ever, the tsunami heights were 10m to 40m in 3 prefectures. Considering this fact, for example, if the position of the ground surface 3 on which the refuge 1 is installed is located at a height of 5 m above sea level, the height of the high-altitude temporary parking place 5 c can be arranged at a position 35 m from the ground surface 3. . For example, if the position of the ground surface 3 where the refuge 1 is installed is disposed at a height of 10 m above sea level, the height of the high place temporary suspension place 5 c can be disposed at a position 30 m from the ground surface 3. In any case, according to the latest measurement data of the latest eastern Japan tsunami damage, which is the largest ever, the height of the high place temporary suspension station 5c is 20 to 40 meters above sea level and 40 meters or more in consideration of the worst conditions. It is preferable to arrange at a height.

本考案の避難台1において、脚柱2の上部には高所仮留所5c上方において再生可能エネルギー発電装置としてソーラーパネル8が備えられている。   In the refuge 1 of the present invention, a solar panel 8 is provided above the pedestal 2 as a renewable energy power generation device above the high place temporary suspension place 5c.

本考案の避難台1において、脚柱2の上部には高所仮留所5c上方において再生可能エネルギー発電装置として風車9が備えられている。   In the evacuation platform 1 of the present invention, a windmill 9 is provided above the pedestal 2 as a renewable energy power generator above the high place temporary suspension place 5c.

本考案の避難台1において、風車9としては、S形ロータ、クロスフロー形風車、サボニウス形風車、形風車、形風車、形風車、ジャイロミル形風車、直線翼垂直軸形風車、図1(a)に示すようなダリウス形風車のような垂直軸型風車10を採用することができる。   In the refuge 1 of the present invention, the wind turbine 9 includes an S-shaped rotor, a crossflow wind turbine, a Savonius wind turbine, a shaped wind turbine, a shaped wind turbine, a shaped wind turbine, a gyromill shaped wind turbine, a straight blade vertical axis wind turbine, FIG. A vertical axis type windmill 10 such as a Darrieus type windmill as shown in a) can be adopted.

本考案の避難台1において、風車9としては、オランダ形風車、多翼形風車、セイルウイング形風車、図1(b)に示すようなプロペラ形風車のような水平軸型風車11を採用することができる。   In the refuge 1 of the present invention, the wind turbine 9 is a Dutch wind turbine, a multi-blade wind turbine, a sail wing wind turbine, or a horizontal axis wind turbine 11 such as a propeller wind turbine as shown in FIG. be able to.

ソーラーパネル8によって発電された直流源及び風車9の回転で直流発電機が回転して発電された直流源を調整・合成する一次電源部、この電源部からの出力を蓄電する蓄電池、この蓄電池からの出力をDC/AC変換し、商用電圧に変電して外部に給電する二次電源部が、来襲する虞がある津波を考慮すれば、例えば高所仮留所5cに設置される。   A primary power source unit that adjusts and synthesizes the DC source generated by the solar panel 8 and the DC source generated by the rotation of the wind turbine 9 by the rotation of the windmill 9, a storage battery that stores the output from the power source unit, and the storage battery Considering the tsunami that may come in, a secondary power supply unit that converts the output of the output into DC / AC, transforms it into a commercial voltage and feeds it to the outside, is installed at the high place temporary stop 5c, for example.

二次電源部から高所仮留所5cに配電して、高所仮留所5cに複数のプラグを有するコンセントを設けることにより、携帯電話、携帯ラジオ、携帯テレビ等に内蔵されている蓄電池に充電可能となる。   By distributing power from the secondary power supply unit to the high place temporary suspension station 5c and providing an outlet having a plurality of plugs in the high place temporary storage place 5c, a storage battery built in a mobile phone, a portable radio, a portable TV, etc. Charging becomes possible.

このように構成された避難台1では、その構成機構が極めて簡易であって、設置箇所は狭い箇所でもよいのでその選定が限定することを要せず、かつ設置費用及び構築費用が低廉であり、修理・修繕等の維持管理費も低減する。   In the evacuation platform 1 configured in this way, the configuration mechanism is extremely simple, and the installation location may be a narrow location, so it is not necessary to limit the selection, and the installation cost and construction cost are low. Also, maintenance costs such as repairs and repairs will be reduced.

この避難台1において、津波警報の発報の際には、脚柱2に周設した螺旋通路4を昇って安全、確実に高所仮留所5a、5b、5cに避難できる。この場合、来襲する津波の高さに応じて、高所仮留所5a、高所仮留所5b、高所仮留所5cに順次移動できる。   In the evacuation platform 1, when the tsunami warning is issued, the spiral passage 4 provided around the pedestal 2 can be lifted to evacuate to the high place temporary stops 5a, 5b, and 5c. In this case, according to the height of the tsunami that hits, it is possible to sequentially move to the high place temporary stop 5a, the high place temporary stop 5b, and the high place temporary stop 5c.

以上のように構成された避難台1によれば、構成機構が簡易であって、設置箇所の選定が限定することを要せず、かつ設置・構築費用、維持管理費も低減する好ましい避難施設が提供され、津波警報の発報時に、脚柱に周設した螺旋通路を昇って高所仮留所に避難できるというメリットを齎すものである。   According to the evacuation stand 1 configured as described above, a preferred evacuation facility that has a simple configuration mechanism, does not require selection of installation locations, and reduces installation / construction costs and maintenance costs. This is an advantage that when a tsunami warning is issued, the spiral passage around the pedestal can be lifted and evacuated to a high place temporary stop.

本考案の避難台は、津波が来襲する虞がある海浜の近傍地域に設置され、津波警報の発報時に、脚柱に周設した螺旋通路を昇って高所仮留所に避難する非常時対策として好適に適用可能である。   The evacuation platform of the present invention is installed in the vicinity of the beach where a tsunami may strike, and when a tsunami warning is issued, an emergency evacuates to a highway temporary stop by ascending a spiral passage around the pedestal. It can be suitably applied as a countermeasure.

1・・・避難台
2・・・脚柱
3・・・地表
4・・・螺旋通路
5a、5b、5c・・・高所仮留所
8・・・ソーラーパネル
9・・・風車
10・・・垂直軸型風車
11・・・水平軸型風車
12・・・階段
DESCRIPTION OF SYMBOLS 1 ... Evacuation platform 2 ... Pillar 3 ... Ground surface 4 ... Spiral passage 5a, 5b, 5c ... Temporary stop 8 ... Solar panel 9 ... Windmill 10 ...・ Vertical axis type windmill 11 ... Horizontal axis type windmill 12 ... Stairs

Claims (7)

津波警報の発報時に避難する避難台であって、脚柱に周設され地表から上方に延びる螺旋通路と、前記螺旋通路を昇って到達する高所仮留所とを備えることを特徴とする避難台。   An evacuation platform for evacuating when a tsunami warning is issued, comprising: a spiral passage that extends around the pedestal and extends upward from the ground surface; and a high-altitude suspension place that reaches the spiral passage. Shelter. 前記螺旋通路は階段で形成されていることを特徴とする請求項1記載の避難台。   The refuge according to claim 1, wherein the spiral passage is formed by stairs. 前記螺旋通路の表面は段差を無くしたバリアフリーとし、滑り防止材が粘着されていることを特徴とする請求項1記載の避難台。   The escape platform according to claim 1, wherein the surface of the spiral passage is barrier-free without a step, and an anti-slip material is adhered thereto. 前記脚柱の上部には前記高所仮留所上方において再生可能エネルギー発電装置としてソーラーパネルが備えられていることを特徴とする請求項1記載の避難台。   The refuge table according to claim 1, wherein a solar panel is provided as a renewable energy power generation device above the high place temporary suspension place above the pedestal. 前記脚柱の上部には前記高所仮留所上方において再生可能エネルギー発電装置として風車が備えられていることを特徴とする請求項1記載の避難台。   The refuge table according to claim 1, wherein a windmill is provided as a renewable energy power generation device above the high place temporary suspension place above the pedestal. 前記風車は垂直軸型風車であることを特徴とする請求項5記載の避難台。   6. The refuge according to claim 5, wherein the windmill is a vertical axis type windmill. 前記風車は水平軸型風車であることを特徴とする請求項5記載の避難台。   6. The refuge according to claim 5, wherein the windmill is a horizontal axis type windmill.
JP2012001350U 2012-03-12 2012-03-12 Shelter Expired - Fee Related JP3175840U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2012001350U JP3175840U (en) 2012-03-12 2012-03-12 Shelter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2012001350U JP3175840U (en) 2012-03-12 2012-03-12 Shelter

Publications (1)

Publication Number Publication Date
JP3175840U true JP3175840U (en) 2012-05-31

Family

ID=48002849

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2012001350U Expired - Fee Related JP3175840U (en) 2012-03-12 2012-03-12 Shelter

Country Status (1)

Country Link
JP (1) JP3175840U (en)

Similar Documents

Publication Publication Date Title
US9294013B2 (en) Buildings with wind-energy-conversion systems
US7973420B2 (en) Energy storage
US8931235B2 (en) Method for erecting a facility producing electrical energy from wind
CN102758732B (en) Power generating and monitoring integrated aerial wind power generation system
EP2108820A2 (en) Wind turbine
US20130088012A1 (en) Wind energy turbine shell station (wetss)
WO2015078476A1 (en) An internal tower structure for a wind turbine generator
JP2015190156A (en) Simple building structure using box that may be carried on vehicle
US20180003156A1 (en) Power producing walls
KR20170068524A (en) Wind Turbine Generator Assemblies
US20120047825A1 (en) Support structure made of precast concrete
JP3175840U (en) Shelter
CN203403699U (en) High-rise building steel structure wind and light electricity generating tower
CN101105081A (en) Wind energy edifice
US20220247342A1 (en) Multi-tier Elevated Super-structural Novel Renewable Energy Infrastructures (MESNREI)
CN203491825U (en) Underground waterproof communication device cabin
CN102995930A (en) Integral base station for wind and light complementation tower room
CN216122310U (en) Windproof photovoltaic support
CN202249000U (en) Wind-solar complementary integrated base station with tower-house structure
CN202405670U (en) Outdoor transformer substation
CN204311777U (en) Three layers of shell overall structure anti-seismic heat-preservation generating green building
CN217711918U (en) Giant canopy for construction stage of building foundation and foundation pit
JP2014062443A (en) Push-up floatation prevention method for manhole
CN205935893U (en) Signal transmission tower
CN204024112U (en) A kind of wind light mutual complementing power supply sentry box

Legal Events

Date Code Title Description
R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150509

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees