JP3178495U - shelter - Google Patents

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JP3178495U
JP3178495U JP2012003685U JP2012003685U JP3178495U JP 3178495 U JP3178495 U JP 3178495U JP 2012003685 U JP2012003685 U JP 2012003685U JP 2012003685 U JP2012003685 U JP 2012003685U JP 3178495 U JP3178495 U JP 3178495U
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foundation
main body
shelter
partitioned
slab
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卓爾 鉄升
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株式会社エヌ・エス・ピー
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Abstract

【課題】内部の居住面積も広く、また、地震により発生する津波等の非難場所として最適であり、簡単、かつ安価に構築でき、しかも堅牢なシェルターを提供する。
【解決手段】プレキャスト・プレストレストコンクリートを素材とし、全体の形状が船底を逆にした形状の低層系の建屋本体1を設けるに際し、該建屋本体1の基礎部を、地面を掘り下げ、高強度鉄筋コンクリートを素材とするべた基礎2を設け、該べた基礎2上に、複数個の免震装置3を介して、適宜の大きさに仕切られる格子状の枠体4aを形成し、これら各枠体4aによって仕切られた溝4b内に、埋戻土Xを充填した基礎スラブ4を設け、該基礎スラブ4上に前記建屋本体1を設ける免震構造とした。
【選択図】図3
Provided is a robust shelter that has a large interior living area, is optimal as a condemnation place for tsunamis and the like caused by an earthquake, and can be constructed easily and inexpensively.
When providing a low-rise building main body 1 made of precast prestressed concrete and having the entire shape reversed to the bottom of the ship, the foundation of the building main body 1 is dug into the ground, and high-strength reinforced concrete is used. A solid foundation 2 is provided as a raw material, and a lattice-like frame 4a that is partitioned into an appropriate size is formed on the solid foundation 2 via a plurality of seismic isolation devices 3. The base slab 4 filled with the backfill soil X was provided in the partitioned groove 4b, and the building main body 1 was provided on the base slab 4.
[Selection] Figure 3

Description

この考案は、シェルターに関するものであり、津波や台風による自然災害発生時には、災害からから生命および財産を保護する津波用のシェルターである。   This invention relates to a shelter, and is a tsunami shelter that protects life and property from natural disasters caused by tsunamis and typhoons.

従来、シェルターには、屋外で発生する放射能から身を守るもの、竜巻等の風害から身を守るものや、屋内で発生し、屋内の一部屋を避難シェルターとして、強盗から生命や財産を守るものと種々が存在している。   Conventionally, shelters protect themselves from radiation generated outdoors, protect themselves from wind damage such as tornadoes, etc., or occur indoors and use an indoor room as an evacuation shelter to protect life and property from robbery There are various things.

しかしながら、自然災害のうち、地震発生後に発生する,最も強烈な津波からも生命はもちろん、財産も守ることが必要である。   However, it is necessary to protect not only life but also property from the strongest tsunami that occurs after an earthquake among natural disasters.

そのために、津波から身を守る津波避難用シェルターは存在した。例えば、特許文献1のように。   Therefore, there was a tsunami shelter for sheltering the tsunami. For example, as in Patent Document 1.

登録実用新案第3173998号公報Registered Utility Model No. 3173998

しかしながら、この技術内容は、極めて少人数用の津波避難用シェルターであり、大人数では全員避難し救助できる規模の施設ではなかった。   However, this technical content is a tsunami evacuation shelter for a very small number of people, and it was not a facility that could evacuate and rescue all of them with a large number of people.

そこで、比較的多人数のものが、瞬時に避難することが可能であり、内部の居住面積も広く、効率的であるシェルターを開発する必要がある。   Therefore, it is necessary to develop a shelter that can be evacuated instantly by a relatively large number of people, has a large interior area, and is efficient.

そこで、上記課題を解決する為に、この考案は、内部の居住面積も広く、また、地震により発生する津波等の非難場所として最適であり、簡単、かつ安価に構築でき、しかも堅牢なシェルターを開発・提供する事にある。   Therefore, in order to solve the above-mentioned problems, the present invention has a large interior living area and is suitable as a condemned place such as a tsunami caused by an earthquake, and can be constructed easily and inexpensively, and a robust shelter can be constructed. It is to be developed and provided.

課題を解決するための手段として、本考案は、建屋本体をプレキャスト・プレストレストコンクリートで構成し、建屋本体の形状は船底を逆にした構造であり、壁面は、津波に対して乗り超えてしまうシェルターを開発・提供するものである。   As a means for solving the problems, the present invention is a shelter in which the building body is made of precast and prestressed concrete, the shape of the building body is the bottom of the ship, and the wall surface gets over the tsunami. Is to be developed and provided.

この考案によると、建屋本体(1)の全体の形状が、船底を逆にした形状とし、さらに低層であるため、地震により発生し、打ち寄せる津波も、建屋本体の屋上部を越流してしまう構造としたため、津波の水圧から建屋本体の破壊を防止することができ、人命や財産を守ることができる。   According to this device, the overall shape of the building main body (1) is the shape with the bottom of the ship reversed, and because it is low-rise, the tsunami that occurs due to an earthquake and strikes it also overflows the roof of the building main body. Therefore, destruction of the building body can be prevented from the water pressure of the tsunami, and human lives and property can be protected.

また、建屋本体(1)は、プレキャスト・プレストレストコンクリート構造とし、べた基礎(2)並びに基礎スラブ(4)は、高強度鉄筋コンクリートで構成され、且つ、免震構造としたものであり、堅牢で、且つ、安価である等の極めて有益なる効果を奏する。   Moreover, the building body (1) has a precast / prestressed concrete structure, the solid foundation (2) and the foundation slab (4) are made of high-strength reinforced concrete and have a seismic isolation structure. In addition, there are extremely beneficial effects such as being inexpensive.

この考案の一実施例を示す正面図である。It is a front view which shows one Example of this device. この考案の一実施例を示す平面図である。It is a top view which shows one Example of this device. 図2中a−a断面を示す縦断面図である。It is a longitudinal cross-sectional view which shows the aa cross section in FIG. 図2中b−b断面を示す横断面図である。It is a cross-sectional view which shows the bb cross section in FIG.

以下、この考案について詳細に説明する。尚、この考案においては、以下の記述に限定されるものではなく、この考案の要旨を逸脱しない範囲においては適宜変更可能である。   Hereinafter, this device will be described in detail. In addition, in this invention, it is not limited to the following description, In the range which does not deviate from the summary of this invention, it can change suitably.

そこで、この考案の一実施例を図1〜図4に基づいて詳述すると、プレキャスト・プレストレストコンクリートを素材と、全体の形状が船底を逆にした形状の低層系の建屋本体(1)を設け、 該建屋本体(1)の基礎部には、地面を掘り下げ、高強度鉄筋コンクリートを素材とするべた基礎(2)を設け、該べた基礎(2)上に、複数個の免震装置(3)を介して、基礎スラブ(4)を形成し、該基礎スラブ(4)は、適宜の大きさに仕切られる格子状の枠体(4a)を形成し、これら各枠体(4a)によって仕切られた溝(4b)内には、埋戻土(X)を充填して設け、前記建屋本体(1)は免震構造としたシェルターから構成されるものである。   Therefore, one embodiment of the present invention will be described in detail with reference to FIGS. 1 to 4. A low-rise building main body (1) having a shape in which the shape of the precast / prestressed concrete is reversed to the bottom of the ship is provided. The base of the building body (1) is provided with a solid foundation (2) made of high-strength reinforced concrete by digging the ground, and a plurality of seismic isolation devices (3) are provided on the solid foundation (2). The base slab (4) is formed through the base slab (4), and the base slab (4) forms a grid-like frame (4a) partitioned into an appropriate size and is partitioned by each of the frames (4a). The groove (4b) is filled with backfill soil (X), and the building body (1) is composed of a shelter with a seismic isolation structure.

また、免震装置(3)は、図面においては、合計50個設けたものを掲載しているが、この数に制限されることはない。   Moreover, although the seismic isolation device (3) includes a total of 50 seismic isolation devices in the drawing, it is not limited to this number.

さらに、べた基礎(2)と、建屋本体(1)の間には、高強度鉄筋コンクリートを用いて格子状の枠体(4a)を形成し、さらに、基礎スラブ(4)の溝(4b)には、それぞれ埋戻土(X)が充填され、重力を有し、建屋本体(1)の錘としての機能を有し、建屋本体(1)の補強となるよう構成してもよいものである。   Furthermore, a grid-like frame (4a) is formed between the solid foundation (2) and the building body (1) using high-strength reinforced concrete, and further, in the groove (4b) of the foundation slab (4). Are each filled with backfill (X), have gravity, have a function as a weight of the building body (1), and may be configured to reinforce the building body (1). .

さらに、建屋本体(1)を軟弱地盤の上に構築する場合には、基礎スラブ(4)と免震装置(3)を介して位置するべた基礎(2)は、岩盤層まで打ち込んだ複数本の杭(Y)の打ち込み構築することも可能である。   Furthermore, when the building body (1) is constructed on soft ground, the solid foundation (2) located via the foundation slab (4) and the seismic isolation device (3) is driven into multiple bedrock layers. It is also possible to construct a pile (Y).

また、建屋本体(1)は、図面に示すように2階建ての低層系の建築物を示しており、該建屋本体(1)の長辺部の壁面には、一階部分には開口扉(5)を複数形成しており、また、2階部分の壁には、窓(6)を形成し、これら、開口扉(5)及び窓(6)には、水密機能及び耐圧性を備えた構成とするものであり、これにより建屋本体(1)内への水の浸入を防止するよう構成している。   Moreover, the building main body (1) has shown the two-story low-rise building as shown to a drawing, and the long side wall of this building main body (1) has an opening door in the first floor part. A plurality of (5) is formed, and a window (6) is formed on the wall of the second floor portion, and the opening door (5) and the window (6) have a watertight function and pressure resistance. Thus, water is prevented from entering the building body (1).

さらに、建屋本体(1)の内部において、複数の開口扉(5)を有する一階の通路(7)部分と、避難用居室(8)とは、壁面(9)で遮断しており、避難用居室(8)へ浸入する水を防止しており、出入りは二階への階段(10)と通ずるよう構成したものである。   Furthermore, inside the building body (1), the passage (7) portion on the first floor having a plurality of open doors (5) and the evacuation room (8) are blocked by the wall surface (9), and evacuation Water entering the room (8) is prevented, and the entrance and exit are configured to communicate with the stairs (10) to the second floor.

この考案のシェルターの技術を確立し、この技術をもとに製造・販売することにより産業上の利用可能性を有する。   Establishing the shelter technology of this device, and manufacturing and selling based on this technology, has industrial applicability.

1 低層系の建屋本体
1a 一階スラブ
2 べた基礎
2c 側壁面
3 免震装置
4 基礎スラブ
4a 格子状の枠体
4b 溝
5 開口扉
6 窓
7 一階の通路
8 避難用居室
9 壁面
10 階段
X 埋戻土
Y 杭
DESCRIPTION OF SYMBOLS 1 Low-rise building main body 1a 1st floor slab 2 Solid foundation 2c Side wall surface 3 Seismic isolation device 4 Foundation slab 4a Grid frame 4b Groove 5 Open door 6 Window 7 First floor passage 8 Evacuation room 9 Wall surface
10 stairs X backfill Y pile

Claims (1)

プレキャスト・プレストレストコンクリートを素材と、全体の形状が船底を逆にした形状の低層系の建屋本体(1)を設け、 該建屋本体(1)の基礎部には、地面を掘り下げ、高強度鉄筋コンクリートを素材とするべた基礎(2)を設け、該べた基礎(2)上に、複数個の免振装置(3)を介して、基礎スラブ(4)を形成し、該基礎スラブ(4)は、適宜の大きさに仕切られる格子状の枠体(4a)を形成し、これら各枠体(4a)によって仕切られた溝(4b)内には、埋戻土(X)を充填して設け、前記基礎スラブ(4)上に、前記建屋本体(1)の一階スラブ(1a)と免震構造としたことを特徴とするシェルター。   A low-rise building body (1) with precast and prestressed concrete as a raw material and the shape of the entire ship inverted to the bottom is provided. The foundation of the building body (1) is dug into the ground, and high-strength reinforced concrete is used. A solid foundation (2) is provided as a raw material, and a foundation slab (4) is formed on the solid foundation (2) via a plurality of vibration isolators (3). The foundation slab (4) A grid-like frame (4a) partitioned into an appropriate size is formed, and in the groove (4b) partitioned by each of these frames (4a), the backfill soil (X) is filled and provided, A shelter characterized in that the base slab (4) has a seismic isolation structure with the first floor slab (1a) of the building body (1).
JP2012003685U 2012-06-19 2012-06-19 shelter Expired - Fee Related JP3178495U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015110896A (en) * 2013-10-31 2015-06-18 株式会社大昇 Shelter
US10180010B2 (en) 2015-06-02 2019-01-15 Shelter Japan Co., Ltd. Half-underground evacuation shelter
US10428548B2 (en) 2015-06-12 2019-10-01 Shelter Japan Co., Ltd. Underground evacuation shelter

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015110896A (en) * 2013-10-31 2015-06-18 株式会社大昇 Shelter
JP2016183552A (en) * 2013-10-31 2016-10-20 株式会社大昇 shelter
US10180010B2 (en) 2015-06-02 2019-01-15 Shelter Japan Co., Ltd. Half-underground evacuation shelter
US10428548B2 (en) 2015-06-12 2019-10-01 Shelter Japan Co., Ltd. Underground evacuation shelter

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