JP2017108837A - bed - Google Patents

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JP2017108837A
JP2017108837A JP2015244276A JP2015244276A JP2017108837A JP 2017108837 A JP2017108837 A JP 2017108837A JP 2015244276 A JP2015244276 A JP 2015244276A JP 2015244276 A JP2015244276 A JP 2015244276A JP 2017108837 A JP2017108837 A JP 2017108837A
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bed
top plate
bottom plate
leg
legs
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JP6484165B2 (en
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秀一 松井
Shuichi Matsui
秀一 松井
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ANSHIN CO Ltd
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ANSHIN CO Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a bed excellent in safety at the time of a disaster.SOLUTION: A bed comprises: a top plate 2; four first legs 3 vertically provided from the top plate 2 downward and arranged in a well-balanced manner in the way that they can stand; a bottom plate 4 which is composed of a pair of opposite sides of the four respective first legs 3 and a bottom plate extension part 4b which is formed into an almost H shape on a line connecting the opposite sides and is extended on the same height as the line connecting the opposite sides in an inside direction of the bed 1 along lateral sides of the top plate 2 from near respective end parts of the almost H shape of a main bottom plate part 3a and a main bottom plate part 4a; and a second leg 5 vertically provided from the top plate 2 on the line connecting the opposite sides of the main bottom plate part 4a.SELECTED DRAWING: Figure 2

Description

本発明は、災害時等の安全性に優れたベッドに関する。   The present invention relates to a bed excellent in safety during a disaster or the like.

我が国は、地震の多発地帯であり、かねてより国民への防災教育が行われており、また、現在、いつ発生するか不明である地震に対し、建築物を耐震補強化する等の具体的な対策を講じる取り組みが進められている。しかしながら、このような耐震補強化対策は、特に一般住宅等において、耐震リフォームの費用等の諸事情によりそれ程普及していないのが実情である。   Japan is an earthquake-prone area, and disaster prevention education has been conducted for the public for a long time. In addition, concrete measures such as strengthening earthquake resistance of buildings against earthquakes that are currently unknown will occur. Efforts to take countermeasures are underway. However, such a seismic strengthening measure is not so widespread due to various circumstances such as the cost of seismic renovation, especially in ordinary houses.

一方で、阪神・淡路大震災(1995年1月17日)が夜明け前の午前5時46分に発生したという実例を踏まえ、起床直後のパニック状態ですぐに屋外に避難するのは困難であるという観点から、耐震補強化したベッドの下に一旦避難することは有効であり、また、ベッド自体の耐震補強化にはそれ程費用も掛からないという利点がある。すなわち、耐震補強化の具体的対策として、耐震補強化したベッドを用いることは安全面及び費用面からも非常に有効である。そんな中、地震発生時に身を守ることのできるベッドとして以下のものが開示されている。   On the other hand, based on the fact that the Great Hanshin-Awaji Earthquake (January 17, 1995) occurred at 5:46 am before dawn, it is difficult to evacuate to the outside immediately in a panic situation immediately after getting up. From the point of view, it is effective to evacuate under the seismic reinforced bed, and there is an advantage that the seismic reinforcement of the bed itself does not require much cost. In other words, as a specific measure for seismic reinforcement, it is very effective in terms of safety and cost to use a seismic strengthened bed. In the meantime, the following are disclosed as beds that can protect themselves in the event of an earthquake.

例えば、地震発生の際にベッドの下に避難するベッドにおいて、2トン以上の積載強度を持つベッド架台と、該ベッド架台からベッド側面に複数設けた支柱と、該支柱の上下端を連結する上枠部材及び下枠部材とから構成され、前記複数の支柱を設けたベッド一側部の中央近傍につき支柱を設けず、ベッド下への出入り口とした震災避難用シェルタ付きベッドが開示されている(特許文献1)。   For example, in a bed that evacuates under a bed in the event of an earthquake, a bed frame having a loading strength of 2 tons or more, a plurality of columns provided on the side of the bed from the bed frame, and upper and lower ends of the column are connected. There is disclosed a bed with a shelter for earthquake evacuation that is composed of a frame member and a lower frame member and does not provide a support column in the vicinity of the center of one side of the bed provided with the plurality of support columns and serves as an entrance to the bottom of the bed. (Patent Document 1).

特開平08−294430号公報Japanese Patent Laid-Open No. 08-294430

しかしながら、特許文献1に記載の技術では、複数の支柱及びこれらを連結する上下枠部材を設けたことによりベッド自体の強度を向上させてはいるが、該ベッドの一側部のみをベッド下への出入り口とするのは、いざ地震等が発生した際、ベッド下への避難経路が該出入り口に限られてしまい、瓦礫や飛散物等が該出入り口の側面に落下して塞がれるとベッド下に避難できないという問題があった。また、該ベッドに形成された複数の支柱と下枠部材は、家具・インテリアとしての見栄えが悪く、平時における意匠性を欠くという問題もあった。   However, in the technique described in Patent Document 1, although the strength of the bed itself is improved by providing a plurality of support columns and upper and lower frame members for connecting them, only one side of the bed is placed under the bed. When an earthquake or the like occurs, the evacuation route to the bottom of the bed is limited to the doorway, and if debris or flying objects fall on the side of the doorway and are blocked, There was a problem that could not evacuate. In addition, the plurality of support posts and the lower frame member formed on the bed have a problem of poor appearance as furniture / interior and lack design properties in normal times.

そこで、本発明は、災害時の安全性に優れ、平時の意匠性にも優れたベッドを提供することを課題とした。   Then, this invention made it the subject to provide the bed which was excellent in the safety at the time of a disaster, and excellent also in the design property at the time of a normal time.

上記課題を解決するために、本発明は次のように構成した。すなわち、本発明に係る請求項1に記載のベッドは、天板と、該天板から下方に垂設され、立設可能にバランスよく配された四本の脚部とからなるベッドにおいて、前記四本の脚部の脚底には、該四本の脚部の一対の対辺及び該対辺を結ぶラインに略H型に形成された主底板部及び該主底板部の略H型の各端部近傍から前記対辺を結ぶラインと同じ高さでベッド内側方向へと夫々延設された底板延設部からなる底板が設けられていることを特徴としている。   In order to solve the above problems, the present invention is configured as follows. That is, in the bed according to claim 1 according to the present invention, the bed includes a top plate and four legs that are suspended downward from the top plate and arranged in a well-balanced manner. At the bottom of the four legs, there are a pair of opposite sides of the four legs and a main bottom plate portion formed in a substantially H shape on a line connecting the opposite sides, and substantially H-shaped end portions of the main bottom plate portion It is characterized in that there is provided a bottom plate made of a bottom plate extending portion extending in the bed inner direction at the same height as a line connecting the opposite sides from the vicinity.

また、請求項2に記載のベッドは、前記天板から前記底板の各底板延設部に一又は複数の脚部を夫々垂設してなることを特徴としている。   Further, the bed according to claim 2 is characterized in that one or a plurality of leg portions are respectively suspended from the top plate to each bottom plate extending portion of the bottom plate.

また、請求項3に記載のベッドは、前記四本の脚部が前記略H型に形成された主底板部の各端部近傍から前記底板延設部の各端部近傍にかけて脚底を接する側面視で幅広の脚部として前記天板から夫々垂設してなることを特徴としている。   The bed according to claim 3 is a side surface in which the four leg portions are in contact with the bottom of the leg from the vicinity of each end portion of the main bottom plate portion formed in the substantially H shape to the vicinity of each end portion of the bottom plate extending portion. It is characterized in that each leg is wide from the top plate as a wide leg portion in view.

また、請求項4に記載のベッドは、前記主底板部の一対の対辺を結ぶライン上に前記天板から下方に第二脚部を垂設してなることを特徴としている。   The bed according to claim 4 is characterized in that a second leg portion is vertically suspended from the top plate on a line connecting a pair of opposite sides of the main bottom plate portion.

また、請求項5に記載のベッドは、前記天板内に、両端が屈曲した断面視略コ字型の天板用鋼板を内蔵してなることを特徴としている。   The bed according to claim 5 is characterized in that a steel plate for a top plate having a substantially U-shaped sectional view with both ends bent is built in the top plate.

さらに、請求項6に記載のベッドは、前記天板内に、格子状の鋼製梁状部材を内蔵してなることを特徴としている。   Furthermore, the bed according to claim 6 is characterized in that a lattice-shaped steel beam-like member is built in the top plate.

本発明に係る請求項1に記載のベッドによれば、前記四本の脚部を結ぶ前記略H型に形成された主底板部及び底板延設部からなる底板により、地震等の災害の際、瓦礫や飛散物等による衝撃又は重圧及び該衝撃又重圧によるベッドのねじれに対して強度を向上させることができるため、該瓦礫や飛散物等になるベッドの圧潰を防止することができ、被災者がベッド下でより安全に身を守ることができる。特に、前記底板延設部によれば、ベッド内側方向への衝撃又は重圧に対する強度を向上させることができるため、前記略H型の主底板部のみを設けた場合以上に強度が増す。また、被災者は、瓦礫や飛散物等の落下位置に関係なく、ベッドの四方からベッド下に避難することもできるため、地震等の発生という混乱時においても安全にベッド下に避難することができる。   According to the bed according to claim 1 of the present invention, in the event of a disaster such as an earthquake, the bottom plate including the main bottom plate portion and the bottom plate extension portion formed in the substantially H shape connecting the four leg portions. Since the strength against impact or heavy pressure due to debris or flying objects and torsion of the bed due to the impact or heavy pressure can be improved, it is possible to prevent the bed from becoming rubble and flying objects, etc. Can protect themselves more safely under the bed. Particularly, according to the bottom plate extending portion, the strength against impact or heavy pressure in the bed inner direction can be improved, and therefore the strength is increased more than when only the substantially H-shaped main bottom plate portion is provided. In addition, victims can evacuate from the bottom of the bed, regardless of where they fall, such as rubble and flying objects. it can.

また、通常の底板を設けない市販ベッド等では、瓦礫や飛散物等による衝撃又は重圧が四本ある脚部に集中するため、該市販ベッド等の設置箇所で床抜けが起こるという問題もあったが、該底板を設けたことにより、該衝撃又は重圧を底板の面で受けて力が分散されるため、該市販ベッド等に比して床抜けを防止することができる。   In addition, in a commercial bed that does not have a normal bottom plate, the impact or heavy pressure due to debris, scattered matter, etc. is concentrated on the four legs, and there is also a problem that floor loss occurs at the place where the commercial bed is installed. However, since the bottom plate is provided, the impact or heavy pressure is received by the surface of the bottom plate and the force is dispersed, so that the floor can be prevented from falling out compared to the commercial bed or the like.

また、請求項2に記載のベッドによれば、前記四本の脚部以外にも前記底板延設部に一又は複数の脚部を設けたことにより強度を向上させ、被災者がベッド下でより安全に身を守ることができる。   In addition, according to the bed according to claim 2, strength is improved by providing one or a plurality of legs in the bottom plate extension part in addition to the four legs, so that the disaster victim is under the bed. You can protect yourself more safely.

また、請求項3に記載のベッドによれば、前記底板延設部も含めて脚底を接する側面視で幅広の脚部を設けたことにより、各脚部自体の強度を向上させることに加え、幅広に形成された脚部が瓦礫や飛散物等のベッド下への侵入を防ぐ側壁としての機能を発揮させることができる。   Further, according to the bed according to claim 3, in addition to improving the strength of each leg part itself by providing wide leg parts in a side view in contact with the leg bottom including the bottom plate extension part, The wide leg portion can function as a side wall that prevents intrusion of debris or flying objects under the bed.

また、請求項4に記載のベッドによれば、前記略H型に形成された主底板部の一対の対辺を結ぶライン上に第二脚部を設け、前記天板を中央近傍で支持することにより、瓦礫等の落下による天板の崩壊及びベッドの圧潰を防止でき、被災者の安全性をさらに向上させることができる。また、該第二脚部を設けたことにより、被災者が該第二脚部を把持し、腕の力も利用して被災者自身を該第二脚部方向に引き寄せ、ベッド下に滑り込んでスムーズに避難できるとともに、ベッド下に避難した後は、横臥位の被災者が該第二脚部を抱き込む態勢となり、抱き枕等を抱き込む際と同等の安心感を得ることができる。   Moreover, according to the bed of Claim 4, a 2nd leg part is provided on the line which connects a pair of opposite side of the main baseplate part formed in the said substantially H type, and the said top plate is supported near the center. Thus, it is possible to prevent the top plate from collapsing and the bed from being collapsed due to the fall of rubble and the like, and the safety of the victim can be further improved. In addition, by providing the second leg, the victim grips the second leg, draws the victim himself / herself in the direction of the second leg using the force of the arm, and slides under the bed to smoothly After being evacuated to the bottom of the bed, the recumbent victim is in a position to embrace the second leg, and can feel as if he / she is embrace a pillow or the like.

また、請求項5に記載のベッドによれば、前記天板内に内蔵した天板用鋼板を断面視コ字型に屈曲させたことにより、瓦礫や飛散物等の衝撃に対して強度を向上させることができ、被災者がベッド下でより安全に身を守ることができる。   In addition, according to the bed of claim 5, the strength of the steel plate for the top plate built in the top plate is improved against the impact of debris, flying objects, etc. by bending the steel plate for the top plate into a U-shaped cross section. And the victims can protect themselves more safely under the bed.

さらに、請求項6に記載のベッドによれば、前記天板内に格子状の鋼製梁状部材を内蔵したことにより、ベッドの強度をより向上でき、被災者がベッド下でより安全に身を守ることができる。   Furthermore, according to the bed according to claim 6, since the lattice-shaped steel beam-like member is built in the top plate, the strength of the bed can be further improved, and the victim can be safely put under the bed. Can be protected.

また、これら請求項1乃至6に記載のベッドは、いわゆる防災用ベッドという程の重厚感に満ちた外観ではなく、通常市販されているようなベッドの外観と遜色ないため、平時の意匠性においても優れている。   In addition, the bed according to any one of claims 1 to 6 does not have a solid appearance as a so-called disaster prevention bed, and is not inferior to the appearance of a bed that is usually on the market. Is also excellent.

本発明に係るベッドを示す斜視図である。It is a perspective view which shows the bed which concerns on this invention. 該ベッドの構造を示す展開図である。It is an expanded view which shows the structure of this bed. 該ベッドの第一脚部の構造を示す斜視図である。It is a perspective view which shows the structure of the 1st leg part of this bed. 該ベッドの使用状態を示す図である。It is a figure which shows the use condition of this bed. 該他の実施例のベッドを示す斜視図である。It is a perspective view which shows the bed of this other Example.

以下、図面に基づいて本発明を具体的に説明する。まず、図1は、本発明に係るベッド1を示す斜視図である。該ベッド1は、天板2と、該天板2から下方に垂設され、立設可能にバランスよく前記天板2の各角部から配された四本の第一脚部3と、該第一脚部3の脚底に設けた底板4と、前記天板2の中央近傍から該底板4に垂設した第二脚部5とから構成され、該天板2の下方で各第一脚部3間に開口部Xが形成されている。   Hereinafter, the present invention will be specifically described with reference to the drawings. First, FIG. 1 is a perspective view showing a bed 1 according to the present invention. The bed 1 includes a top plate 2, four first leg portions 3 that are suspended downward from the top plate 2 and arranged from each corner of the top plate 2 in a well-balanced manner, A bottom plate 4 provided on the bottom of the first leg 3 and a second leg 5 suspended from the vicinity of the center of the top plate 2 on the bottom plate 4. An opening X is formed between the portions 3.

図2は、該ベッド1の構造を示す展開図である。前記天板2は、木製で長方形の板状に形成され、該天板2内には、下段に断面視略コ字型で鋼製の天板用鋼板2a及び上段に格子状の鋼製梁状部材2bが内蔵されている。該天板用鋼板2aは、その両端が屈曲した断面視略コ字型に形成されているため、衝撃に対して折れ曲がりにくく、ベッド下に避難した被災者がより安全に身を守ることができる。さらに、鋼製梁状部材2bを内蔵させたことにより被災者の安全性が一層増す。なお、該天板2は、一般的なベッド1に用いられる長方形状としたが、これに限らず、その他多角形、円形又は楕円形状で形成してもよい。また、該図2において、前記天板用鋼板2a及び鋼製梁状部材2bを図示する便宜上、該天板用鋼板2a及び鋼製梁状部材2bは実線で示し、天板2は概略的に破線で示す。   FIG. 2 is a development view showing the structure of the bed 1. The top plate 2 is formed in a rectangular plate shape made of wood, and in the top plate 2 is a steel plate 2a for a top plate made of steel having a substantially U-shaped cross-sectional view in the lower stage and a grid-like steel beam in the upper stage. A shaped member 2b is incorporated. Since the steel plate 2a for the top plate is formed in a substantially U-shaped cross-sectional view in which both ends are bent, it is difficult to bend against an impact, and the victim who evacuates under the bed can protect himself / herself more safely. . Furthermore, the safety of the victim is further increased by incorporating the steel beam-like member 2b. In addition, although this top plate 2 was made into the rectangular shape used for the general bed 1, you may form it not only in this but in other polygonal shape, circular shape, or elliptical shape. In FIG. 2, for convenience of illustrating the top plate steel plate 2a and the steel beam-like member 2b, the top plate steel plate 2a and the steel beam-like member 2b are indicated by solid lines, and the top plate 2 is schematically illustrated. Shown in broken lines.

また、該天板2は、前記天板用鋼板2a及び鋼製梁状部材2bを内蔵させたことにより、強度を向上させた上、該天板2の厚みを薄く形成することができる。これにより、床面から天板2の上面までの高さを高くすることなく、床面から天板2の下面までの高さを高くすることができ、被災者が避難するベッド下への出入りのクリアランスをより確保することができる。また、平時においては、ベッド1の天板2の上面の高さが高くならないため、高齢者であっても通常の市販ベッドと同様にベッド1の上面に上がることができる。   Moreover, the top plate 2 can be formed with a thin thickness while the strength is improved by incorporating the top plate steel plate 2a and the steel beam-like member 2b. As a result, the height from the floor surface to the lower surface of the top plate 2 can be increased without increasing the height from the floor surface to the upper surface of the top plate 2, and entry / exit under the bed where the victim is evacuated. The clearance can be secured more. Moreover, since the height of the upper surface of the top plate 2 of the bed 1 does not increase during normal times, even an elderly person can go up to the upper surface of the bed 1 in the same manner as a normal commercial bed.

前記第一脚部3は、前記天板2の各角部近傍から夫々下方に垂設されている。該各第一脚部3は、鋼製の柱材3aに木製の化粧材3bを被覆して形成されている。また、該鋼製の柱材3aは、前記天板2の各角部から下方に垂設される第一柱材3cと前記天板2の側辺から下方に垂設される第二柱材3dとによって構成されている。すなわち、該第一脚部3は、前記第一柱材3c及び第二柱材3dを化粧材3bにより被覆して形成されている。   The first leg 3 is suspended downward from the vicinity of each corner of the top plate 2. Each of the first leg portions 3 is formed by covering a steel pillar material 3a with a wooden decorative material 3b. Further, the steel column member 3 a includes a first column member 3 c that is suspended downward from each corner of the top plate 2 and a second column member that is suspended downward from the side of the top plate 2. 3d. That is, the first leg 3 is formed by covering the first pillar material 3c and the second pillar material 3d with the decorative material 3b.

該第二柱材3dは、本実施例においては各角部に対して一本ずつのみ設けたが、被災者がベッド下に避難可能な開口部Xをベッド側面に備えることができれば複数本設けてもよく、該柱材3aの垂設本数増加により強度も向上する。また、本実施例では、各柱材3aを化粧材3bによって被覆したが、第一柱材3c及び第二柱材3dを夫々別個に化粧材3bによって被覆してもよい。   In the present embodiment, only one second pillar member 3d is provided for each corner, but a plurality of second pillar members 3d are provided if the victim can be provided with an opening X on the side of the bed that can be evacuated under the bed. The strength is also improved by increasing the number of the pillar members 3a. In this embodiment, each pillar member 3a is covered with the decorative material 3b. However, the first pillar member 3c and the second pillar member 3d may be separately covered with the decorative member 3b.

前記底板4は、前記四本の第一脚部3の対向する一対の対辺及び該対辺を結ぶラインに略H型に形成された主底板部4aと、該主底板部4aの略H型の各端部近傍から前記天板2の側辺に沿うベッド1の内側方向に該略H型の対辺を結ぶラインと同じ高さで夫々延設された底板延設部4bとから構成されており、該底板延設部4bには、前記天板2の側辺から垂設された第二柱材3dの脚底が固定される。   The bottom plate 4 includes a pair of opposite sides of the four first leg portions 3 and a main bottom plate portion 4a formed in a substantially H shape in a line connecting the opposite sides, and a substantially H type of the main bottom plate portion 4a. It comprises a bottom plate extending portion 4b extending from the vicinity of each end to the inner side of the bed 1 along the side of the top plate 2 at the same height as the line connecting the opposite sides of the substantially H shape. The leg bottom of the second column member 3d suspended from the side of the top plate 2 is fixed to the bottom plate extending portion 4b.

なお、本実施例では、前記天板2の側辺から第一脚部3を垂設したが、前記天板2の広さが前記四本の第一脚部3に囲まれた面よりも広い場合には、前記天板2の下面から四本の第一脚部3が垂設される。また、本実施例では、具体的には図示しないが、該底板4と床面とをネジ止め又は粘着・接着剤で固定するための固定手段を設けている。   In the present embodiment, the first leg 3 is suspended from the side of the top 2, but the width of the top 2 is larger than the surface surrounded by the four first legs 3. When it is wide, four first leg portions 3 are suspended from the lower surface of the top plate 2. In the present embodiment, although not specifically illustrated, a fixing means for fixing the bottom plate 4 and the floor surface with screws or an adhesive / adhesive is provided.

また、前記底板延設部4bは、前記第一脚部3のうち前記天板2側辺から該底板延設部4bへと垂設された各第二柱材3dを設けず、コスト削減等の観点から第一柱材3cのみを化粧材3bで被覆して第一脚部3を形成した場合であっても、該底板延設部4b自体によりベッド1の内側方向への衝撃及び重圧に対してベッド1の強度を高めることは可能である。この際、該化粧材3bは、第一柱材3cの周面に沿って形成してもよく、図2等に示す化粧材3bのように底板延設部4bの範囲まで含めて形成してもよい。   Further, the bottom plate extending portion 4b does not include each second column member 3d suspended from the side of the top plate 2 to the bottom plate extending portion 4b in the first leg portion 3, thereby reducing costs, etc. Even if only the first pillar 3c is covered with the decorative material 3b from the viewpoint of forming the first leg 3, the bottom plate extending portion 4b itself can apply an impact and heavy pressure to the inside of the bed 1 On the other hand, it is possible to increase the strength of the bed 1. At this time, the decorative material 3b may be formed along the peripheral surface of the first pillar material 3c, and is formed to include the range of the bottom plate extending portion 4b as in the decorative material 3b shown in FIG. Also good.

また、図3に示すように、このように設けた底板4の主底板部4aの端部及び前記底板延設部4bを含めて脚底と接する一本の幅広に形成された鋼製の柱材3aに化粧材3bを被覆した第一脚部3を設けることも可能であり、前記第一脚部3の強度を向上させることができる。なお、前記第一柱材3c及び第二柱材3dのように標準・規格化された鋼製部材を複数設けることにより、該幅広の柱材3aを設けるに比してコストを削減することができる。   Further, as shown in FIG. 3, a single steel pillar material that is in contact with the bottom of the leg including the end portion of the main bottom plate portion 4 a and the bottom plate extending portion 4 b of the bottom plate 4 provided in this way. It is also possible to provide the first leg portion 3 covered with the decorative material 3b on 3a, and the strength of the first leg portion 3 can be improved. In addition, by providing a plurality of standard and standardized steel members such as the first pillar member 3c and the second pillar member 3d, the cost can be reduced as compared with the provision of the wide pillar member 3a. it can.

図1乃至図3に示すように前記第一脚部3を構成することにより、該第一脚部3の強度を向上させることができ、また、前記底板延設部4bをも脚底として幅広に形成された第一脚部3によれば、ベッド1の側面から瓦礫や飛散物等がベッド下への侵入するのを防止することができるので、被災者はより安全にベッド下で身を守ることができる。   By configuring the first leg 3 as shown in FIGS. 1 to 3, the strength of the first leg 3 can be improved, and the bottom plate extending portion 4b can also be widened with the bottom of the leg. According to the formed first leg 3, it is possible to prevent debris, scattered objects, etc. from entering the bed from the side of the bed 1, so that the victims can protect themselves more safely under the bed. be able to.

前記第二脚部5は、前記天板2の中央近傍から前記底板4の略H型の対辺を結ぶライン上に垂設されている。該第二脚部5は、前記第一脚部3と同様に、鋼製の柱材5aに木製の化粧材5bを被覆して形成されている。該第二脚部5は、前記天板2を支持するものであり、該天板2に瓦礫や飛散物等が落下した際に該天板2を補強する。なお、該第二脚部5は、本実施例において図中一本のみ形成したが、これに限らず複数本設けてもよい。   The second leg portion 5 is suspended from the vicinity of the center of the top plate 2 on a line connecting the substantially H-shaped opposite sides of the bottom plate 4. Similar to the first leg 3, the second leg 5 is formed by covering a steel column material 5a with a wooden decorative material 5b. The second leg portion 5 supports the top plate 2 and reinforces the top plate 2 when rubble or scattered matter falls on the top plate 2. In the present embodiment, only one second leg portion 5 is formed in the drawing, but the present invention is not limited to this, and a plurality of second leg portions 5 may be provided.

また、該第二脚部5によれば、前記天板2の支持補強はもとより、被災者が該第二脚部5を把持し、腕部の力も利用して被災者自身を該第二脚部5方向に引き寄せることで、ベッド下にスムーズに滑り込んで避難できるとともに、ベッド下に避難した後は、横臥位の被災者が該第二脚部5を抱き込む態勢とすれば、抱き枕等を抱き込む際と同等の安心感を得ることもできる。   Further, according to the second leg portion 5, the disaster victim grips the second leg portion 5 as well as supports and reinforces the top plate 2, and uses the force of the arm portion to cause the disaster victim himself / herself to the second leg portion 5. By pulling in the direction of the part 5, it is possible to evacuate smoothly by sliding under the bed, and after evacuating under the bed, if the victim in a lying position embraces the second leg part 5, a pillow, etc. You can get the same level of security as when embrace.

前記の通り、本発明に係るベッド1は、天板2、第一脚部3、底板4及び第二脚部5の各構成により、瓦礫や飛散部等の衝撃や重圧に対して強度を向上させることができ、被災者が前記開口部Xからベッド下に安全に避難して身を守れるとともに、さらには、該ベッド1は、いわゆる防災用ベッドという程の重厚感に満ちた外観ではなく、通常市販されているようなベッドの外観と遜色ないため、平時の意匠性においても優れている。   As described above, the bed 1 according to the present invention improves the strength against impacts and heavy pressures such as debris and scattered parts by the configuration of the top plate 2, the first leg portion 3, the bottom plate 4 and the second leg portion 5. The disaster victim can safely evacuate from the opening X under the bed and protect himself, and the bed 1 does not have a solid appearance as a so-called disaster prevention bed, Since it is not inferior to the appearance of a bed that is usually on the market, it is also excellent in design during normal times.

次に、前記ベッド1の使用例について説明する。図4は、該ベッド1の使用状態を示す図である。   Next, a usage example of the bed 1 will be described. FIG. 4 is a diagram illustrating a use state of the bed 1.

地震等の災害の発生に伴い、就寝中等の被災者は、ベッド1の側面からベッド下へと非難する。この際、ベッド1の四方の側面には広く開口した開口部Xが形成されているため、瓦礫や飛散物等でベッド下へのいずれかの開口部Xが塞がれても、被災者はその他の側面からベッド下に安全に避難することができる。また、被災者は強度に優れたベッド1のベッド下で安全に身を守ることができる。そして、地震の揺れが収まった後、避難経路が確保できれば身の安全を確保しながら建物の外に脱出すればよく、そうでないなら救助を待てばよい。なお、前記の通り、該横臥位の被災者は、前記第二脚部5を抱き込むようにして避難態勢をとっている。   Along with the occurrence of disasters such as earthquakes, victims such as sleeping go to the bed 1 from the side of the bed 1 down to the bed. At this time, since the wide opening X is formed on the four sides of the bed 1, even if any opening X under the bed is blocked by debris or flying objects, You can evacuate safely under the bed from other sides. In addition, the disaster victim can safely protect himself / herself under the bed 1 having excellent strength. Then, after the shaking of the earthquake has subsided, if you can secure an evacuation route, you can escape from the building while ensuring your safety, otherwise you can wait for rescue. As described above, the recumbent victim is in an evacuation posture so as to embrace the second leg 5.

次に、本発明に係るベッド1の他の実施例について具体的に説明する。図5は、該他の実施例のベッド1を示す斜視図であって、図5(a)は、ヘッドボード6を取り付ける前の斜視図であり、図5(b)は、ヘッドボード6を取り付けた状態を示す斜視図である。該ベッド1は、基本的には前記実施例のベッド1の構成と同じであるが、該ベッド1の短手の一方の側面にヘッドボード6を設けてなる点において異なる。該ヘッドボード6は、該ベッド1を載置する床面から設置されており、該ヘッドボード6の前記天板2よりも下方に棚部7が設けられている。該棚部7には、非常食やラジオ等の避難グッズを保管することができる。   Next, another embodiment of the bed 1 according to the present invention will be specifically described. FIG. 5 is a perspective view showing the bed 1 according to another embodiment. FIG. 5A is a perspective view before the head board 6 is attached, and FIG. It is a perspective view which shows the state attached. The bed 1 is basically the same as the configuration of the bed 1 of the above embodiment, but differs in that a head board 6 is provided on one side surface of the short side of the bed 1. The headboard 6 is installed from the floor on which the bed 1 is placed, and a shelf 7 is provided below the top plate 2 of the headboard 6. The shelf 7 can store refuge goods such as emergency food and radio.

このようにヘッドボード6を備えた場合、被災者がベッド下に避難可能な開口部Xは、ベッド1の左右側面及び就寝者の足側側面の三方となるが、該ベッド1は、寝室や宿泊施設等において就寝者の頭側側面を部屋の側壁面に隣接して設置するのが一般的であり、この方向からは基本的にベッド下に避難できないため、この場合、残り三方の側面を開口部Xとしてベッド下に避難可能に構成すれば十分である。   When the headboard 6 is provided in this way, the opening X through which the disaster victim can evacuate under the bed is on the left and right sides of the bed 1 and the foot side of the sleeping person. It is common to install the sleeping person's head side surface adjacent to the side wall surface of the room in accommodation facilities, etc., and in this case, basically it is not possible to evacuate under the bed. It is sufficient if the opening X is configured to be evacuated under the bed.

また、該ヘッドボード6のベッド1側の側面下端には、前記ベッド1の頭部側に設けられた一対の第一脚部3間の幅に嵌め込み可能な突出板8が形成されており、図5(b)に示す通り、該突出板8は、前記底板4の上面に載置するように固定される。該突出板8が前記一対の第一脚部3間に嵌め込まれることにより、前記一対の第一脚部3の内側方向への強度を向上させることができる。   In addition, a protruding plate 8 that can be fitted into the width between the pair of first leg portions 3 provided on the head side of the bed 1 is formed at the lower end of the side surface of the head board 6 on the bed 1 side. As shown in FIG. 5B, the protruding plate 8 is fixed so as to be placed on the upper surface of the bottom plate 4. When the protruding plate 8 is fitted between the pair of first leg portions 3, the strength of the pair of first leg portions 3 in the inner direction can be improved.

次に、前記図1及び図2に係る実施例のベッド1につき、構造計算の結果を以下に説明する。   Next, the results of the structural calculation for the bed 1 of the embodiment according to FIGS. 1 and 2 will be described below.

本計算では、前記ベッド1の角部近傍に垂設した四本の各第一柱材3cのベッド1短手側辺の第一柱材3c間の距離間隔を892mm、長手側辺の第一柱材3c間の距離間隔を1892mmとし、また、各第一脚部3で第一柱材3c及び第二柱材3dの距離間隔を245mmとしたベッド1において、前記第一脚部3の第一柱材3c及び第二柱材3d並びに第二脚部5の柱材5aの各素材として、サイズ(B×D=75mm×75mm)、厚み(t=3.2mm)、断面積(A=8.927cm2)、断面係数(Z=20.1cm3)、断面二次モーメント(I=75.5cm4)、断面二次半径(i=2.91cm)、材料強度(F=235N/mm2)、長期許容応用力度(ft=157N/mm2)、細長比(λ=長さ38.78mm/2.91=13.3)、そして、引張強度(fc=155N/mm2)である鉄骨角形鋼管(STKR400)を用い、垂直荷重に対する構造計算を行った。 In this calculation, the distance interval between the first column members 3c on the shorter side of the bed 1 of each of the four first column members 3c suspended near the corner of the bed 1 is 892 mm, and the first interval on the longer side is first. In the bed 1 in which the distance between the pillars 3c is 1892 mm and the distance between the first pillar 3c and the second pillar 3d is 245 mm in each first leg 3, the first leg 3 As each material of the pillar material 3c, the second pillar material 3d, and the pillar material 5a of the second leg 5, the size (B × D = 75 mm × 75 mm), the thickness (t = 3.2 mm), and the cross-sectional area (A = 8.927 cm 2 ), section modulus (Z = 20.1 cm 3 ), section secondary moment (I = 75.5 cm 4 ), section secondary radius (i = 2.91 cm), material strength (F = 235 N / mm) 2 ) Long-term allowable application strength (ft = 157 N / mm 2 ), slenderness ratio (λ = length 38.78 mm / 2.91 = 13) .3) and structural calculation for vertical load was performed using a steel square steel pipe (STKR400) having a tensile strength (fc = 155 N / mm 2 ).

当該構造計算の結果、前記第一脚部3の第一柱材3c及び第二柱材3d並びに第二脚部5の柱材5aのうち一本の柱材が負担できる最大重量は、P=8.927×100×155=138368.5N=138.4KN(14.1t)であり、前記柱材の合計本数は九本であるから、前記ベッド1全体で負担できる最大重量は、ΣW=138.4×9=1245.6KN(127.1t)であることが分かった。   As a result of the structural calculation, the maximum weight that one pillar material can bear among the first pillar material 3c and the second pillar material 3d of the first leg portion 3 and the pillar material 5a of the second leg portion 5 is P = Since 8.927 × 100 × 155 = 138368.5N = 138.4KN (14.1t) and the total number of the column members is nine, the maximum weight that can be borne by the entire bed 1 is ΣW = 138 It was found to be 4 × 9 = 1245.6 KN (127.1 t).

以上のことから、本発明に係るベッド1は、垂直荷重に対して127.1トンもの負荷に耐えることができ、上述した2トンの積載強度をもつ従来技術の震災避難用シェルタ付きベッドからはるかに強度に優れた安全で、かつ、避難し易く、さらに、意匠性にも優れたベッド1を提供することができる。   From the above, the bed 1 according to the present invention can withstand a load of 127.1 tons with respect to the vertical load, and the above-described bed with a shelter for earthquake evacuation having a loading strength of 2 tons described above. It is possible to provide a bed 1 that is much safer, safer, easier to evacuate, and also excellent in design.

さらに、本発明に係るベッド1は、前記略H型等に形成された底板4を前記第一脚部3及び第二脚部2の脚底に設けたことにより、垂直荷重に対する強度だけでなく、ねじれ方向に対する強度にも優れ、またさらに、天板2内の天板用鋼板2a及び鋼製梁状部材2bにより、安全に被災者を守ることができる。   Furthermore, the bed 1 according to the present invention is provided not only with the strength against the vertical load by providing the bottom plate 4 formed in the substantially H shape or the like on the bottom of the first leg 3 and the second leg 2, The strength in the torsional direction is also excellent, and further, the victim can be safely protected by the top plate steel plate 2a and the steel beam-like member 2b in the top plate 2.

本発明に係る前記四本の第一脚部3、前記底板4及び前記第二脚部5は、ベッド1のみならず、テーブル、ソファ又は長椅子等、四本の脚部を有する家具においても利用可能である。   The four first legs 3, the bottom plate 4 and the second legs 5 according to the present invention are used not only in the bed 1, but also in furniture having four legs, such as a table, a sofa or a chaise longue. Is possible.

1 ベッド
2 天板
2a 天板用鋼板
2b 鋼製梁状部材
3 第一脚部
3a 柱材
3b 化粧材
3c 第一柱材
3d 第二柱材
4 底板
4a 主底板部
4b 底板延設部
5 第二脚部
5a 柱材
5b 化粧材
6 ヘッドボード
7 棚部
8 突出板
1 Bed 2 Top plate 2a Steel plate for top plate 2b Steel beam-like member 3 First leg 3a Column material 3b Cosmetic material 3c First column material 3d Second column material 4 Bottom plate 4a Main bottom plate portion 4b Bottom plate extension portion 5 First Two legs 5a Column material 5b Cosmetic material 6 Headboard 7 Shelf 8 Projection plate

Claims (6)

天板と、該天板から下方に垂設され、立設可能にバランスよく配された四本の脚部とからなるベッドにおいて、
前記四本の脚部の脚底には、該四本の脚部の一対の対辺及び該対辺を結ぶラインに略H型に形成された主底板部及び該主底板部の略H型の各端部近傍から前記対辺を結ぶラインと同じ高さでベッド内側方向へと夫々延設された底板延設部からなる底板が設けられていることを特徴とするベッド。
In a bed consisting of a top plate and four legs that are suspended downward from the top plate and arranged in a well-balanced manner,
The bottom of the four legs has a pair of opposite sides of the four legs and a main bottom plate portion formed in a substantially H shape in a line connecting the opposite sides, and substantially H-shaped ends of the main bottom plate portion A bed comprising a bottom plate extending portion extending in the bed inner direction at the same height as a line connecting the opposite sides from the vicinity of the portion.
前記天板から前記底板の各底板延設部に一又は複数の脚部を夫々垂設してなることを特徴とする請求項1に記載のベッド。
The bed according to claim 1, wherein one or a plurality of legs are suspended from the top plate to each bottom plate extending portion of the bottom plate.
前記四本の脚部は、前記略H型に形成された主底板部の各端部近傍から前記底板延設部の各端部近傍にかけて脚底を接する側面視で幅広の脚部として前記天板から夫々垂設してなることを特徴とする請求項1又は2のいずれかに記載のベッド。
The four legs are the top plate as a wide leg in a side view in contact with the bottom from the vicinity of each end of the main bottom plate formed in the substantially H shape to the vicinity of each end of the bottom plate extending portion. The bed according to any one of claims 1 and 2, wherein the bed is suspended from each other.
前記主底板部の一対の対辺を結ぶライン上に前記天板から下方に第二脚部を垂設してなることを特徴とする請求項1又は3のいずれかに記載のベッド。
The bed according to any one of claims 1 and 3, wherein a second leg portion is vertically suspended from the top plate on a line connecting a pair of opposite sides of the main bottom plate portion.
前記天板内に、両端が屈曲した断面視略コ字型の天板用鋼板を内蔵してなることを特徴とする請求項1又は4のいずれかに記載のベッド。
5. The bed according to claim 1, wherein a steel plate for a top plate having a substantially U-shaped cross-sectional view with both ends bent is built in the top plate.
前記天板内に、格子状の鋼製梁状部材を内蔵してなることを特徴とする請求項1又は5のいずれかに記載のベッド。
The bed according to claim 1, wherein a lattice-shaped steel beam-like member is built in the top plate.
JP2015244276A 2015-12-15 2015-12-15 bed Expired - Fee Related JP6484165B2 (en)

Priority Applications (1)

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Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5396405U (en) * 1976-12-30 1978-08-05
JPS58137360U (en) * 1982-03-13 1983-09-16 株式会社ジイケイ assembled bed
JPH04129556A (en) * 1990-09-19 1992-04-30 Fumio Tomura Bed for nursing sick person
JPH08256878A (en) * 1995-03-25 1996-10-08 Yoshiteru Yamauchi Bed with strong column and beam
JPH08294430A (en) * 1995-04-27 1996-11-12 Daisei Tec:Kk Bed provided with shelter for earthquake disaster evacuation
JP2003269003A (en) * 2002-03-12 2003-09-25 Makoto Nagai Indoor framework structure serving as space for occupiers to survive in case of building collapse
US20050120478A1 (en) * 2002-07-11 2005-06-09 Don Hofmann Adjustable height foundation
JP2011092662A (en) * 2009-10-28 2011-05-12 Akiko Suzuki New earthquake-proof table
JP3172718U (en) * 2011-10-20 2012-01-05 細井鉄司株式会社 Seismic shelter

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5396405U (en) * 1976-12-30 1978-08-05
JPS58137360U (en) * 1982-03-13 1983-09-16 株式会社ジイケイ assembled bed
JPH04129556A (en) * 1990-09-19 1992-04-30 Fumio Tomura Bed for nursing sick person
JPH08256878A (en) * 1995-03-25 1996-10-08 Yoshiteru Yamauchi Bed with strong column and beam
JPH08294430A (en) * 1995-04-27 1996-11-12 Daisei Tec:Kk Bed provided with shelter for earthquake disaster evacuation
JP2003269003A (en) * 2002-03-12 2003-09-25 Makoto Nagai Indoor framework structure serving as space for occupiers to survive in case of building collapse
US20050120478A1 (en) * 2002-07-11 2005-06-09 Don Hofmann Adjustable height foundation
JP2011092662A (en) * 2009-10-28 2011-05-12 Akiko Suzuki New earthquake-proof table
JP3172718U (en) * 2011-10-20 2012-01-05 細井鉄司株式会社 Seismic shelter

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