JP3149194U - Steel panel type seismic shelter - Google Patents
Steel panel type seismic shelter Download PDFInfo
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- JP3149194U JP3149194U JP2008007012U JP2008007012U JP3149194U JP 3149194 U JP3149194 U JP 3149194U JP 2008007012 U JP2008007012 U JP 2008007012U JP 2008007012 U JP2008007012 U JP 2008007012U JP 3149194 U JP3149194 U JP 3149194U
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Abstract
【課題】建物倒壊時の人命の安全を目的とし地震発生時の建物内部の安全避難場所を確保する耐震シェルターを提供する。【解決手段】既存建物内部設置型として鉄骨加工した壁、隅壁、天井用のシェルター構造部材の規格パネル化を行い夫々を連結することにより用途に応じた1個のシェルターに組立て設置する。衝撃対策として、資材選定をスチールとし、壁、隅壁、天井に分け、基本寸法の標準パネルを持ち、夫々を連結し必要強度を備えた構築物とする。ラーメン構造による規格パネル(壁用、隅壁用、天井用)を基本にボルトによる連結構築物とし垂直荷重(9t)水平荷重(3t)に耐えうる耐震シェルターとする。【選択図】図3To provide a seismic shelter that secures a safe evacuation site inside a building in the event of an earthquake for the purpose of safety of human life when the building collapses. As an existing installation type in an existing building, steel-walled walls, corner walls, and ceiling shelter structural members are made into standard panels and connected to each other to be assembled and installed in a single shelter according to the application. As a countermeasure against impact, the material selection will be steel, divided into walls, corner walls, and ceilings, with standard panels of basic dimensions, and connected to each other to create a structure with the required strength. A standard construction panel (for walls, corner walls, and ceiling) with a rigid frame structure is used as a base and a seismic shelter that can withstand vertical loads (9t) and horizontal loads (3t). [Selection] Figure 3
Description
本考案は構築物本体の耐震性を強調し建物倒壊時の人命の安全を目的とし地震発生時の建物内部の安全避難場所の確保を目的とする構築物である。The present invention emphasizes the seismic resistance of the main body of the structure and aims at ensuring the safety of human lives when the building collapses.
従来の既存建物内設置するシェルターと既存建物との連結を密着固定、又は両者を緩衝材で連結したとしても地震の衝撃である質量の加速度とこれに伴う揺動の双方に対して既存建物と地盤からの振動を同時に吸収緩和する連結機構は見当たらない。Even if the connection between the existing shelter installed in the existing building and the existing building is closely fixed, or both are connected with a cushioning material, both the acceleration of the mass that is the impact of the earthquake and the fluctuation caused by this will be There is no coupling mechanism that absorbs and relaxes vibration from the ground at the same time.
しかし地震の衝撃は単なる一次関数的な揺動のみでなく質量の加速度が加わるものである。これは車輌の衝突衝撃に表わされるように破壊的衝撃が加わることを意味しており、車輌のクラッシャブルボデーの発想法に鑑み、被害を免がれるには揺動対策よりむしろ衝撃対策が必要とされる。従って、既存建物の構造材(梁、柱etc.)との連結の必要性はあえて求めない。However, the impact of an earthquake is not only a simple linear fluctuation but also an acceleration of mass. This means that a destructive impact is applied as shown by the impact impact of the vehicle, and in view of the idea of the crushable body of the vehicle, it is necessary to take an impact measure rather than a rocking measure to avoid damage. It is said. Therefore, there is no need to connect with the structural materials (beams, pillars etc.) of the existing building.
又、既存建物全体の耐震補強のためには既存構造材への組込みが要求されるため、壁、天井、床を取り壊す工事が付帯し工事費用および工事期間に影響し負担が増大する。In addition, since it is required to be incorporated into the existing structural material for seismic reinforcement of the entire existing building, construction to demolish walls, ceilings and floors is incidental, which affects the construction cost and construction period and increases the burden.
そこで衝撃対策として資材をスチールとし、ラーメン構造による規格パネル(壁用、隅壁用、天井用)を基本にボルトによる連結構築物とし垂直荷重(9t)水平荷重(3t)に耐えうる耐震シェルターとする。
規格パネルは壁用(開口部パネル含む)910mm×2500×75、隅壁用435/435×2500×75、天井用910×2690×75を用意する。Therefore, steel is used as a countermeasure against impact, and a standard construction panel (for walls, corner walls, and ceiling) with a ramen structure is used as a bolted connection structure, and a seismic shelter that can withstand vertical loads (9t) and horizontal loads (3t). .
Standard panels are 910 mm x 2500 x 75 for walls (including opening panel), 435/435 x 2500 x 75 for corner walls, and 910 x 2690 x 75 for ceiling.
よって、工場プレ加工による規格パネル製作により生産コスト削減及び施工方法の平準化による施工費削減、並びに工事期間の短縮が見込まれなお且つ原則的には既存建物の壁、天井、床の解体、修復の必要がなくシェルター設置に関する総体コストが低価格に抑えられ、安全、安心居住空間の確保が可能となる。Therefore, it is expected that the production cost will be reduced by standard panel production by factory pre-processing, the construction cost will be reduced by leveling the construction method, and the construction period will be shortened. In principle, the walls, ceiling and floor of existing buildings will be dismantled and restored. The total cost of shelter installation is kept at a low price, and it is possible to secure a safe and secure living space.
シェルターの内装において収納家具、テレビetc.非構造部材を鉄骨材に直付けすることにより地震対策となり得、なお且つ内装材に吸音材を使用することによりピアノ室、オーディオ室が耐震防音室にもなり得る。Storage furniture in the shelter interior, TV etc. By directly attaching the non-structural member to the steel frame material, it can be a countermeasure against earthquakes, and by using a sound absorbing material as the interior material, the piano room and the audio room can also be an earthquake-proof soundproof room.
本耐震シェルターは6畳間を基本ベースとしパネルの増減により3畳、4.5畳等必要な広さに適応可能である。6畳間用構成パネル部材は下記の通り19枚で構成され、夫々を亜鉛メッキボルトでの連結とする。
立壁用 壁(開口部分含む)w910mm 10枚
隅壁 435/435mm4枚
天井用 w910mm 3枚
w435mm 2枚This seismic shelter is based on 6 tatami mats and can be adapted to the required size of 3 tatami mats, 4.5 tatami mats, etc. by changing the number of panels. The panel members for 6 mats are composed of 19 pieces as follows, and each is connected with a galvanized bolt.
10 walls for standing wall (including opening) w910mm
1 隅壁用パネル
2 壁用パネル
3 開口部用パネル
4 天井用パネル
5 繋ぎボルト貫通孔1
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Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2008007012U JP3149194U (en) | 2008-09-08 | 2008-09-08 | Steel panel type seismic shelter |
Applications Claiming Priority (1)
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JP2008007012U JP3149194U (en) | 2008-09-08 | 2008-09-08 | Steel panel type seismic shelter |
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JP3149194U true JP3149194U (en) | 2009-03-19 |
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JP2008007012U Expired - Fee Related JP3149194U (en) | 2008-09-08 | 2008-09-08 | Steel panel type seismic shelter |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010275711A (en) * | 2009-05-26 | 2010-12-09 | Yoshikazu Oba | Earthquake-resistant structure and earthquake-proof construction method |
JP6296586B1 (en) * | 2017-09-27 | 2018-03-20 | 有限会社タック・ケン | Disaster shelter |
JP2018178511A (en) * | 2017-04-12 | 2018-11-15 | 大和ハウス工業株式会社 | Earthquake-proof shelter installation structure, method of installing earthquake-proof shelter, and method of adjusting earthquake-proof shelter installation structure |
-
2008
- 2008-09-08 JP JP2008007012U patent/JP3149194U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010275711A (en) * | 2009-05-26 | 2010-12-09 | Yoshikazu Oba | Earthquake-resistant structure and earthquake-proof construction method |
JP4665041B2 (en) * | 2009-05-26 | 2011-04-06 | 喜和 大場 | Seismic structure and seismic construction method |
JP2018178511A (en) * | 2017-04-12 | 2018-11-15 | 大和ハウス工業株式会社 | Earthquake-proof shelter installation structure, method of installing earthquake-proof shelter, and method of adjusting earthquake-proof shelter installation structure |
JP7071802B2 (en) | 2017-04-12 | 2022-05-19 | 大和ハウス工業株式会社 | How to adjust the seismic shelter installation structure |
JP6296586B1 (en) * | 2017-09-27 | 2018-03-20 | 有限会社タック・ケン | Disaster shelter |
JP2019060158A (en) * | 2017-09-27 | 2019-04-18 | 有限会社タック・ケン | Shelter for disaster |
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