JPH0941710A - Expansion-type earthquake resistant shelter - Google Patents

Expansion-type earthquake resistant shelter

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Publication number
JPH0941710A
JPH0941710A JP22246295A JP22246295A JPH0941710A JP H0941710 A JPH0941710 A JP H0941710A JP 22246295 A JP22246295 A JP 22246295A JP 22246295 A JP22246295 A JP 22246295A JP H0941710 A JPH0941710 A JP H0941710A
Authority
JP
Japan
Prior art keywords
shelter
unit
telescopic
primary
strength
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.)
Pending
Application number
JP22246295A
Other languages
Japanese (ja)
Inventor
Tomohisa Ishida
友久 石田
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP22246295A priority Critical patent/JPH0941710A/en
Publication of JPH0941710A publication Critical patent/JPH0941710A/en
Pending legal-status Critical Current

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  • Emergency Lowering Means (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PROBLEM TO BE SOLVED: To make it possible to protect an inside space of an expansion-type earthquake resistent shelter by assembling a set of members capable of expansion or assembly and disassembly to form. SOLUTION: When a foldable expansion earthquake resistant shelter is used, pins 4 fixing stoppers 10 and connecting unvariable long sides 3 to both ends of each of anchor type ends 11 are provided, and casters 12 are provided to the lower ends. Plates 15 having function as bracing are provided to horizontal secondary shelter faces caused by two parallel rotary shafts 1 and two unvariable long sides 3 when they are used, and two unvariable long sides 3 are formed together as a unit. In the same way, columnar bracings 16 are provided to vertical secondary shelter faces when they are used, the pins 4 are provided to one end of each of them, and each of the stoppers 10 is provided to the other end. With each of the pins 4 as the center, it is capable of rotating within range of allowable angles and is used for a doorway of the foldable expansion earthquake resistant shelter.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は震災,山崩れ等の災害
から生命,財産等を守るための装置に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a device for protecting life, property, etc. from disasters such as earthquakes and landslides.

【0002】[0002]

【従来の技術】従来,震災等から空間を守るための省ス
ペース型のシェルターとか建物等の構造体内部にも使え
る様々な大きさの空間にアジャストできる伸縮式のシェ
ルターがなかった。
2. Description of the Related Art Conventionally, there has not been a space-saving shelter for protecting a space from an earthquake or the like, and a telescopic shelter for adjusting a space of various sizes which can be used inside a structure such as a building.

【0003】[0003]

【発明が解決しようとする課題】適当なシェルターがな
かったため震災等で多くの生命,財産等が傷つき失われ
てきた。これらを克服せんとするものである。
[Problems to be Solved by the Invention] Since there was no suitable shelter, many lives and property were damaged and lost due to the earthquake and the like. We try to overcome these.

【0004】[0004]

【課題が解決するための手段】[Means for Solving the Problems]

1)伸縮可能,又は分解組み立て可能なる部材セットよ
りなる伸縮式耐震用シェルターを設ける。 2)長さ方向の両端部の距離を可変とする,任意の形状
で高強度なる素材で形成した可変長辺(2)が一つと長
さ方向の両端部の距離を不変とする,任意の形状で高強
度なる素材で形成した不可変長辺(3)が二つとで構成
する該三辺の端部を結合する,回転自由で高強度なる素
材からなる三つのピン(4)を結ぶ線が三角形を構成す
るユニットを1ユニットとし,該ユニット部材の一部を
共有し又はその延長を共有する場合もあるユニットを含
めて同一面上に複数のユニットを組み合わす事により外
寸を伸縮可能として折りたためる複合ユニットを一次シ
ェルター面とし,該一次シェルター面を平行に,かつ投
影面が一致するよう設けた複数の一次シェルター面と,
複数の該一次シェルター面の外周の各呼応するピン
(4)を結ぶ高強度なる素材で形成した平行なる複数の
回転軸(1)とユニットの可変長辺(2)又は不可変長
辺(3)により構成される複数の二次シェルター面を設
けてなる折たたみ型の伸縮式耐震用シェルターを設け
る。 3)端部を共有し,他端にメスネジ穴(6)を内部に有
する高強度なる素材で形成した,断面が任意の複数の柱
状体からなり該柱状体が互いに剛度大にて固定されたラ
ーメン体(7),該メスネジ穴(6)に螺挿される高強
度なる素材で形成したネジ(8),次にメスネジ穴
(6)を両端に有するか又は片端に有し他端にネジ
(8)を有する断面が任意の形状で高強度なる素材で形
成した柱(9)よりなる組み立て型の伸縮式耐震用シェ
ルターを設ける。
1) Provide a telescopic seismic shelter consisting of a set of members that can be expanded or contracted or can be disassembled and assembled. 2) The distance between both ends in the length direction is variable, and one variable long side (2) formed of a material having high strength in an arbitrary shape makes the distance between both ends in the length direction invariable. A line that connects three pins (4) made of a high-strength material that is free to rotate and that connects the ends of the three long sides (3) that are composed of two invariant long sides (3) formed of a high-strength material with a shape The unit that constitutes a triangle is one unit, and the outer dimensions can be expanded and contracted by combining multiple units on the same plane, including the unit that may share part of the unit member or its extension. And a plurality of primary shelter surfaces provided so that the primary shelter surfaces are parallel to each other and the projection surfaces are coincident with each other,
A plurality of parallel rotary shafts (1) made of a high-strength material that connects the corresponding pins (4) on the outer circumference of the plurality of primary shelter surfaces and the variable long side (2) or the non-variable long side (3) of the unit. ) A folding type telescopic seismic shelter having a plurality of secondary shelter surfaces is provided. 3) A columnar body formed of a high-strength material having an internal end and a female screw hole (6) inside at the other end, and having a plurality of arbitrary columnar sections, which are fixed to each other with high rigidity A frame (7), a screw (8) made of a high-strength material to be screwed into the female screw hole (6), and then a female screw hole (6) at both ends or at one end and a screw ( An assembly type telescopic seismic shelter comprising columns (9) having a cross section having 8) and having an arbitrary shape and having high strength is provided.

【0005】[0005]

【作用】[Action]

1)伸縮可能,又は分解組み立て可能なる部材セットを
組み立て形設する事により震災等から伸縮式耐震用シェ
ルターの内部空間を守ることができる。 2)折たたみ型の伸縮式耐震用シェルターは可変長辺
(2)を伸ばして距離を固定する事により三角形を構成
するユニットの三つの内角が固定され同様にその他のユ
ニットも内角を固定された変形しにくい一次シェルター
面が構成される。関連して二次シェルター面も固定され
立体としての折たたみ型の伸縮式耐震用シェルターが組
み上がり,変形しにくい三角形の原理を利用して震災等
から伸縮式シェルターの内部空間を守ることができる。 3)組み立て型の伸縮式耐震用シェルターは予め自由な
距離に設定された位置に複数のラーメン体(7)を置き
その間に置かれた柱(9)より既に柱(9)内に螺挿又
は固定されている両端のネジ(8)を回転さしてラーメ
ン体(7)に螺挿し,ラーメン体(7)と柱(9)をネ
ジ(8)を媒体に立体的剛構造(ラーメン構造)に組み
立てる,つまり高強度なる素材の分解搬入可能な組み立
て方式により震災等から伸縮式シェルターの内部空間を
守ることができる。
1) The internal space of the telescopic seismic shelter can be protected from an earthquake or the like by assembling and forming a member set that is expandable or retractable. 2) The folding type telescopic seismic shelter has three interior angles of the unit forming the triangle fixed by extending the variable long side (2) and fixing the distance, and other units also have the interior angles fixed. A primary shelter surface that is difficult to deform is constructed. Related to this, the secondary shelter surface is also fixed and the folding type telescopic seismic shelter is assembled as a three-dimensional structure. Using the triangular principle that is difficult to deform, it is possible to protect the internal space of the telescopic shelter from earthquakes and the like. it can. 3) In the assembly type telescopic seismic shelter, a plurality of ramen bodies (7) are placed at positions previously set at free distances, and the columns (9) placed between them are already screwed into the columns (9). The screws (8) fixed at both ends are rotated and screwed into the rigid body (7), and the rigid body (7) and the pillar (9) are assembled into a three-dimensional rigid structure (ramen structure) using the screw (8) as a medium. In other words, it is possible to protect the internal space of the telescopic shelter from an earthquake etc. by the assembly method that allows disassembly and transportation of high-strength materials.

【0006】[0006]

【実施例】本発明の使用例について説明する。 1)折たたみ型の伸縮式耐震用シェルターの場合。 イ)図1の中心持ち上げタイプについて。 一次シェルター面に関して可変長辺(2)を共有する二
つのユニットが,隣接する縦の二つの不可変長辺(3)
により高強度なる上下二つの連結材(19)を介して横
並びに接続されて構成され垂直に設置し同パターンの一
次シェルター面を平行にかつ垂直投影面が一致するよう
に設ける。可変長辺(2)は柱状体の可変長辺(2a)
と該可変長辺(2a)を隙間なく滑合して挿入しうる内
部穴と,同じく内部にバネを有する柱状体の可変長辺
(2b)により構成され可変長辺(2a)と可変長辺
(2b)が滑合して伸縮する。図1の通り折たたみ型の
伸縮式耐震用シェルターを使用時においては可変長辺
(2)は最小長さとなり圧縮力に対応し長さ固定用のス
トッパー(10)で固定する。可変長辺(2)の両端部
はイカリ型のイカリ型端部(11)とし該イカリ型端部
(11)の両端部に不可変長辺(3)を接続するピン
(4)を設け下端にはストッパー付のキャスター(1
2)を設ける。一次シェルター面に直交し両一次シェル
ター面の呼応するピン(4)間を結ぶ二つの平行なる回
転軸(1)と二つの不可変長辺(3)により生じる使用
時に水平なる二次シェルター面には筋交いの働きを持つ
高強度なる板(15)を設け二つの不可変長辺(3)を
一体化している。同様に使用時に垂直なる二次シェルタ
ー面には高強度なる柱状の筋交い(16)を設け,該筋
交い(16)の端部に高強度なるピン(4)を設け他端
部には高強度なる脱落防止のストッパー(10)を設け
ピン(4)を中心に許容角度内回転可能とし折たたみ型
の伸縮式耐震用シェルターの出入り口としている。各一
次及び二次シェルター面には防御用の板(15)の他シ
ート,ネット等の補助材(17)を取りつける場合があ
る。図2の通り,折たたみ型の伸縮式耐震用シェルター
を折たたむ時は中央側の両不可変長辺(3)が浮き上が
る形に両可変長辺(2)を伸ばす。寝具(13)用の場
合,水平下部の二次シェルター面には寝具(13)を敷
いたままで寝具(13)の中央が中央側の回転軸に持ち
上げられた状態で収容でき,寝具(13)の出し入れを
不要にすると共にベッド(22)も不要とし省スペース
化をはかる事ができる。この場合両可変長辺(2)のな
す角度を外側に押し開く力に対抗するためイカリ型端部
(11)の内側の四隅に滑車を設け,一方を上部の連結
材(19)側に設けた巻上ハンドル(14)に達するロ
ープ(5)を水平下部の二次シェルター面下部に張りめ
ぐらし巻き上げる。巻上ハンドル(14)には逆転防止
装置を設け,折たたみを解除する時はロープ(5)用緩
衝装置を設け重力により戻るシステムとなる。尚,巻き
上げを容易にするために設けた可変長辺(2)内部のバ
ネは可変長辺(2)を伸ばす方向つまり両可変長辺
(2)のなす角度を閉じる方向に働き,折たたみのバラ
ンスを考慮してバネの強度を設定する。但し折たたみに
は電動又は油圧を用いる場合もある。 ロ)図3のジャバラタイプについて。 一次シェルター面に関して可変長辺(2)両端部の距離
の伸縮には可変長辺(2)の中心のつなぎピンで折り曲
げる折たたみ式を利用しユニットの両不可変長辺(3)
の延長と両不可変長辺(3)の交点のピン(4)を共有
する二つのユニットを上下に設け,一つのセットとし,
横並びに隣接して同じセットを設け,それぞれの隣接す
るピン(4)を上下共高強度なる連結材(19)により
接続し一次シェルター面を構成する。一次シェルター面
は垂直に設置し,同パターンの別の一次シェルター面を
平行に,かつ垂直投影面が一致するよう設ける。以下,
図3の通り,ベッド使用の場合について説明する。可変
長辺(2)のピン(4)は水平にスライドし,下部のピ
ン(4)にはキャスター(12)を設け,図3の通りキ
ャスター(12)はベッドサイド(23)に固定された
高強度なるレール(20)上を脱落防止状態で動く。上
部の二次シェルター面にかかる荷重に関しては可変長辺
(2)の引っ張り応力により対応するが,強化のため連
結材(19)を上下に結ぶ伸縮可能の高強度なる柱状の
中柱(21)を設け上部からの荷重に対応すると共に該
二次シェルター面からの就寝中の転落防止にも役立て
る。又平行なる一次シェルター面の両中柱(21)の頂
部を高強度なる水平材(26)で剛接合にてつなぐ。中
柱(21)の伸縮の構造は中心持ち上げタイプの可変長
辺(2)と,バネがない以外同じとし使用時においては
中柱(21)は最小長さとなり圧縮力に対応し長さ固定
用のストッパー(10)で固定する。二次シェルター面
に関しては平行なる一次シェルター面の外周の各呼応す
るピン(4)を結ぶ平行なる回転軸(1)とユニットの
可変長辺(2)により構成される。図3に於ては回転軸
(1)と両ピン(4)は一体化され,上部の二次シェル
ター面の各呼応する可変長辺(2)も筋交いの働きを有
する高強度なる板(15)により一体化される。各一次
及び二次シェルター面には防護用の板(15)の他シー
ト,ネット等の補助材(17)を取りつける場合があ
る。又可変長辺(2)のつなぎピンには使用中用のスト
ッパー(10)を設ける。ベッドサイド(31)に固定
されたレール(20)の両端部にはベッド脚の長さに合
わして調節でき又ベッドタイプにより取りはずせる脚
(24)を設け該脚(24)の上部にはレール(20)
に固定された高強度なる外柱(25)を設け該外柱(2
1)の両頂部と両下部の間は高強度なる水平材(26)
で剛接合にてつなぎ,斜材を中心持ち上げタイプの柱状
の筋交い(16)同様に設け回転可能としたピン(4)
と脱落防止のストッパー(10)を両端部に設け伸縮式
耐震用シェルターの出入り口としている。使用中上部の
二次シェルター面の板(15)は水平材(26)上部に
乗り,一次シェルター面の不可変長辺(3)外端上部に
は外柱(25)との接合用ストッパー(10)を設け接
合し折たたみ時は各ストッパー(10)をはずし図4の
通りとなる。折たたみ時用のストッパー(10)はレー
ル(20)に設ける。レール(20)の要所には固定材
(18)を設けベッド(22)とレール(20)を固着
さすためベッドサイド(31)を上下から密嵌する。又
場合によりベッド(22)の下面を補強するためレール
(20)間をつなぐ補助材(17)を取りつける場合が
ある。尚,分解搬入のため各一次及び二次シェルター面
は分離構造とし可変長辺(2)は二次シェルター面に含
まれるように不可変長辺(3)とピン(4)つまり回転
軸(1)を脱着可能としている。レール(20)と外柱
(21)も脱着可能としている。該伸縮式耐震用シェル
ターをベッド用以外に使用の場合,レール(20)と外
柱(21)等をはずし,下部用の二次シェルター面を設
けて使用する。 2)組み立て型の伸縮式耐震用シェルターの場合。 図4の通り,ラーメン体(7)を数種類使用しネジ
(8)を媒体に柱(9)と組み合わせ建物内部に使用し
た例である。建物はある程度地震時に変位して耐えるよ
うに造られているため設置には建物とのクリアランスを
設けておく。各部材間に,より細かく補助材(17)を
ゴムのクッション材に強力ボルト締め等により固着し部
材間の隙間を少なくする他,防護用の板(15)の他シ
ート等を取りつける場合がある。尚,該伸縮式耐震用シ
ェルターは屋外で使用する場合もある。 3)以上,各種類の伸縮式耐震用シェルターまとめて。 主要部分に使用する高強度なる素材は鋼材を使用する。
両タイプの折たたみ型の伸縮式耐震用シェルターの場
合,折たたみ時にシェルター本体の地震等による倒壊を
防ぐための脱着装置を建物に頑強に取り取りつける場合
もある。全ての場合に,震災等に備えられた用品が入っ
た箱をシェルター本体の安全性を損なわない場所にセッ
トする場合もある。
EXAMPLE An example of use of the present invention will be described. 1) In case of folding type telescopic seismic shelter. B) About the center lift type in Figure 1. Two units that share a variable length side (2) with respect to the primary shelter plane are two adjacent vertical non-variable length sides (3).
The two primary connecting shelters are vertically connected to each other via the upper and lower connecting members (19) having high strength, and the primary shelter surfaces of the same pattern are provided in parallel with each other so that the vertical projection surfaces coincide with each other. The variable long side (2) is the variable long side (2a) of the columnar body.
And an inner hole into which the variable long side (2a) can be slidably inserted without a gap, and a variable long side (2b) of a columnar body which also has a spring inside, and the variable long side (2a) and the variable long side. (2b) slides and expands and contracts. As shown in FIG. 1, when the folding type telescopic seismic shelter is used, the variable long side (2) becomes the minimum length and is fixed by the length fixing stopper (10) corresponding to the compressive force. Both ends of the variable long side (2) are squid-shaped squid ends (11), and pins (4) connecting the non-variable long sides (3) are provided at both ends of the squid end (11). The casters with stopper (1
2) is provided. On the secondary shelter surface that is horizontal in use, which is generated by two parallel rotation axes (1) and two invariable long sides (3) that are orthogonal to the primary shelter surface and connect between corresponding pins (4) of both primary shelter surfaces. Has a high-strength plate (15) having a function of brace and integrates the two invariable long sides (3). Similarly, a columnar brace (16) having high strength is provided on the secondary shelter surface which is vertical at the time of use, and a pin (4) having high strength is provided at an end of the brace (16) to provide high strength at the other end. A stopper (10) to prevent falling is provided so that the pin (4) can be rotated within an allowable angle around the pin (4), which serves as an entrance and exit of a folding telescopic seismic shelter. In addition to the protective plate (15), a sheet, an auxiliary material (17) such as a net may be attached to each primary and secondary shelter surface. As shown in Fig. 2, when folding a foldable telescopic seismic shelter, both variable long sides (2) are extended so that both central long sides (3) are raised. In the case of the bedding (13), the bedding (13) can be accommodated in a state in which the center of the bedding (13) is lifted by the central rotation shaft while the bedding (13) is laid on the secondary shelter surface in the horizontal lower part. It is possible to save space by eliminating the need for taking in and out of the bed and the bed (22). In this case, in order to counteract the force that pushes the angle formed by both variable long sides (2) outward, pulleys are provided at the four inner corners of the squid-shaped end (11), and one is provided on the upper connecting member (19) side. The rope (5) reaching the hoisting handle (14) is stretched around the lower part of the secondary shelter surface in the horizontal lower part and wound up. The hoisting handle (14) is provided with a reverse rotation prevention device, and when the folding is released, a buffer device for the rope (5) is provided so that the system returns by gravity. The spring inside the variable long side (2) provided to facilitate winding works in the direction of extending the variable long side (2), that is, in the direction of closing the angle formed by both variable long sides (2), and Set the strength of the spring in consideration of balance. However, electric or hydraulic pressure may be used for folding. B) About the bellows type in Fig. 3. Variable length side (2) With respect to the primary shelter surface, the distance between both ends is expanded and contracted by using the folding type that bends with the connecting pin at the center of the variable length side (2).
And two units that share the pin (4) at the intersection of both the invariable long sides (3) and the extension of
The same set is provided side by side and adjacent to each other, and the adjacent pins (4) are connected to each other by a connecting member (19) having high strength in both upper and lower sides to form a primary shelter surface. The primary shelter plane shall be installed vertically, and another primary shelter plane of the same pattern shall be installed in parallel and the vertical projection planes should coincide. Less than,
As shown in FIG. 3, the case of using a bed will be described. The pin (4) of the variable long side (2) slides horizontally, the caster (12) is provided on the lower pin (4), and the caster (12) is fixed to the bedside (23) as shown in FIG. It moves on the high-strength rail (20) in a falling-off prevention state. Regarding the load applied to the upper secondary shelter surface, it is responded by the tensile stress of the variable long side (2), but for the purpose of reinforcement, it is a high-strength pillar-shaped middle pillar (21) that connects the connecting material (19) up and down and is expandable. Is provided to cope with the load from the upper part and also to prevent falling from the secondary shelter surface during sleep. Further, the tops of both the middle pillars (21) on the parallel primary shelter surfaces are connected by a high strength horizontal member (26) by rigid joining. The structure of expansion and contraction of the middle pillar (21) is the same as the variable length side (2) of the center lifting type except that there is no spring, and the middle pillar (21) has the minimum length when used and is fixed in length to correspond to the compressive force. Secure with the stopper (10). Regarding the secondary shelter surface, it is constituted by a parallel rotation axis (1) connecting the corresponding pins (4) on the outer periphery of the parallel primary shelter surface and the variable long side (2) of the unit. In FIG. 3, the rotary shaft (1) and both pins (4) are integrated, and the corresponding variable long sides (2) of the upper secondary shelter surface also have a high strength plate (15) having a function of bracing. ) Are integrated. In addition to the protective plate (15), a sheet, an auxiliary material (17) such as a net may be attached to each of the primary and secondary shelter surfaces. Further, a stopper (10) for use is provided on the connecting pin of the variable long side (2). At both ends of the rail (20) fixed to the bedside (31), legs (24) that can be adjusted according to the length of the bed leg and can be detached depending on the bed type are provided, and the rail is provided above the leg (24). (20)
A high-strength outer column (25) fixed to the outer column (2) is provided.
Horizontal member (26) with high strength between the top and bottom of 1)
Pins (4) that can be rotated by connecting them with rigid joints and installing diagonal members in the same way as column-shaped braces (16)
And stoppers (10) to prevent falling are provided at both ends to serve as the entrance and exit of the telescopic seismic shelter. During use, the plate (15) on the upper secondary shelter surface rides on the upper part of the horizontal member (26), and the stopper for joining with the outer column (25) is installed on the upper end of the variable long side (3) of the primary shelter surface. 10) is provided, and when joining and folding, the stoppers (10) are removed and the state is as shown in FIG. The stopper (10) for folding is provided on the rail (20). A fixing member (18) is provided at a key portion of the rail (20), and a bedside (31) is tightly fitted from above and below to fix the bed (22) and the rail (20). In some cases, an auxiliary material (17) for connecting the rails (20) may be attached to reinforce the lower surface of the bed (22). For disassembling and loading, the primary and secondary shelter surfaces have a separate structure, and the variable long side (2) is included in the secondary shelter surface so that the variable long side (3) and the pin (4), that is, the rotating shaft (1 ) Is removable. The rail (20) and the outer column (21) are also removable. When the telescopic seismic resistant shelter is used for other than beds, the rails (20) and outer columns (21) are removed and a secondary shelter surface for the lower part is provided. 2) In the case of an assembly type telescopic seismic shelter. As shown in FIG. 4, this is an example in which several types of ramen bodies (7) are used and screws (8) are used as media in combination with columns (9) to be used inside a building. Since the building is constructed so that it can be displaced and endured to some extent during an earthquake, a clearance with the building should be provided for installation. The auxiliary material (17) is more finely fixed to the rubber cushion material between the members by tightening with strong bolts or the like to reduce the gap between the members, and other sheets such as the protective plate (15) may be attached. . The telescopic seismic resistant shelter may be used outdoors. 3) Above, all types of telescopic seismic shelters. Steel is used as the high-strength material used for the main part.
In the case of both types of folding telescopic seismic shelters, there are cases in which a desorption device that prevents the shelter body from collapsing due to an earthquake during folding is firmly attached to the building. In all cases, there is a case where the box containing the supplies prepared for an earthquake or the like is set in a place where the safety of the shelter body is not impaired.

【0007】[0007]

【発明の効果】以上述べたように本発明によれば以下の
通りの効果がある。 1)折たたみ型の伸縮式耐震用シェルターは変形しにく
い三角形の原理を利用しているため高強度ながら一辺が
伸縮可能な故に折たたむ事ができ,伸縮式耐震用シェル
ターの内部に寝具(13)をセットすれば寝具(13)
の出し入れをすることなく折たため,ベッド(22)も
不要とし省スペース化を実現しながら震災等からの防御
をはかる事ができる。 2)組み立て型の伸縮式耐震用シェルターはネジ(8)
を媒体に部材を組み立てるため,分解搬入可能で建物内
部の形に適応しやすく折たたみ型の場合同様,震災等を
原因とする家具等の倒壊,飛散からだけでなく建物等の
倒壊からも生命,財産等を守る可能性を高める。又,家
具の倒壊防止器具は建物に頑強に取りつけにくい場合が
多いが組み立て型の伸縮式耐震用シェルターの場合,構
造部材が露出しているので補助材(17)を利用して各
部材に頑強に取り取りつけることができる。 3)以上まとめて伸縮式耐震用シェルターは対震災等か
らの防御分野に新しい世界を開くことがで来る。
As described above, the present invention has the following effects. 1) Since the folding type telescopic seismic resistant shelter uses the triangular principle that is difficult to deform, it can be folded because one side is expandable while having high strength, and the bedding (13 ) Bedding (13)
The bed (22) is not needed because it is folded without putting in and out, and it is possible to save space and protect from earthquakes and the like. 2) Assembled telescopic seismic shelter has screws (8)
Since the members are assembled in the medium, it can be disassembled and carried in, and it is easy to adapt to the shape inside the building, as well as the folding type, not only from the collapse and scattering of furniture and the like caused by the earthquake, but also from the collapse of buildings. Increase the possibility of protecting life and property. In addition, it is often difficult to firmly attach furniture collapse prevention equipment to a building, but in the case of an assembly type telescopic seismic resistant shelter, structural members are exposed, so auxiliary members (17) are used to make them robust. Can be attached to. 3) Collectively, the telescopic seismic shelter can open a new world in the field of protection from earthquake disasters.

【図面の簡単な説明】[Brief description of drawings]

【図 1】本発明の中心持ち上げタイプの折たたみ型の
伸縮式耐震用シェルターの斜視図。
FIG. 1 is a perspective view of a center-lifting foldable telescopic seismic shelter according to the present invention.

【図 2】本発明の中心持ち上げタイプの折たたみ型の
伸縮式耐震用シェルターの正面図。
FIG. 2 is a front view of a center-lifting type foldable telescopic seismic shelter according to the present invention.

【図 3】本発明のジャバラタイプの折たたみ型の伸縮
式耐震用シェルターの斜視図。
FIG. 3 is a perspective view of a bellows-type folding telescopic seismic shelter of the present invention.

【図 4】本発明のジャバラタイプの折たたみ型の伸縮
式耐震用シェルターの正面図。
FIG. 4 is a front view of a bellows-type foldable telescopic seismic shelter of the present invention.

【図 5】本発明の組み立て型の伸縮式耐震用シェルタ
ーの斜視図。
FIG. 5 is a perspective view of the assembly type telescopic seismic resistant shelter of the present invention.

【図 6】本発明の組み立て型の伸縮式耐震用シェルタ
ーの使用例。
FIG. 6 is an example of use of the assembly type telescopic seismic resistant shelter of the present invention.

【符号の説明】[Explanation of symbols]

(1) 回転軸 (2) 可変長辺 (3) 不可変長辺 (4) ピン (5) ロープ (6) メスネジ穴 (7) ラーメン体 (8) ネジ (9) 柱 (10)ストッパー (11)イカリ型端部 (12)キャスター (13)寝 具 (14)巻上ハンドル (15)板 (16)筋交い (17)補助材 (18)固定材 (19)連結材 (20)レール (21)中 柱 (22)ベッド (23)ベッドサイド (24)脚 (25)外柱 (26)水平材 (1) Rotation axis (2) Variable long side (3) Non-variable long side (4) Pin (5) Rope (6) Female screw hole (7) Ramen body (8) Screw (9) Column (10) Stopper (11) ) Squid end (12) Caster (13) Bedding (14) Hoisting handle (15) Plate (16) Brace (17) Auxiliary material (18) Fixing material (19) Connecting material (20) Rail (21) Middle pillar (22) Bed (23) Bedside (24) Leg (25) Outer pillar (26) Horizontal member

Claims (3)

【特許請求の範囲】[Claims] 【請求項 1】 伸縮可能,又は分解組み立て可能なる
部材セットよりなる伸縮式耐震用シェルター
1. A telescopic seismic shelter comprising a set of members that can be expanded and contracted or can be disassembled and assembled.
【請求項 2】 長さ方向の両端部の距離を可変とす
る,任意の形状で高強度なる素材で形成した可変長辺
(2)が一つと長さ方向の両端部の距離を不変とする,
任意の形状で高強度なる素材で形成した不可変長辺
(3)が二つとで構成する該三辺の端部を結合する,回
転自由で高強度なる素材からなる三つのピン(4)を結
ぶ線が三角形を構成するユニットを1ユニットとし,該
ユニット部材の一部を共有し又はその延長を共有する場
合もあるユニットを含めて同一面上に複数のユニットを
組み合わす事により外寸を伸縮可能として折りたためる
複合ユニットを一次シェルター面とし,該一次シェルタ
ー面を平行に,かつ投影面が一致するよう設けた複数の
一次シェルター面と,複数の該一次シェルター面の外周
の各呼応するピン(4)を結ぶ高強度なる素材で形成し
た平行なる複数の回転軸(1)とユニットの可変長辺
(2)又は不可変長辺(3)により構成される複数の二
次シェルター面を設けてなる折たたみ型の伸縮式耐震用
シェルター。
2. A variable length side (2) formed of a material having an arbitrary shape and having high strength, which makes the distance between both lengthwise ends variable, and the distance between both lengthwise ends is invariable. ,
Three pins (4) made of a high-strength, freely rotatable material that joins the ends of the three sides that are composed of two non-variable long sides (3) made of a high-strength material with an arbitrary shape The unit of which the connecting lines form a triangle is one unit, and by combining a plurality of units on the same plane, including a unit that may share a part of the unit member or its extension, A plurality of primary shelter surfaces are provided so that the composite unit that can be expanded and contracted is a primary shelter surface, the primary shelter surfaces are parallel to each other, and the projection surfaces coincide with each other, and the corresponding pins on the outer periphery of the plurality of primary shelter surfaces Providing a plurality of secondary shelter surfaces constituted by a plurality of parallel rotation axes (1) formed of a high-strength material connecting (4) and a variable long side (2) or an invariable long side (3) of the unit. hand Folding telescopic shock-proof shelter of that.
【請求項 3】 端部を共有し,他端にメスネジ穴
(6)を内部に有する高強度なる素材で形成した,断面
が任意の複数の柱状体からなり該柱状体が互いに剛度大
にて固定されたラーメン体(7),該メスネジ穴(6)
に螺挿される高強度なる素材で形成したネジ(8),次
にメスネジ穴(6)を両端に有するか又は片端に有し他
端にネジ(8)を有する断面が任意の形状で高強度なる
素材で形成した柱(9)よりなる組み立て型の伸縮式耐
震用シェルター。
3. A columnar body having an arbitrary cross-section, which is formed of a high-strength material having a female screw hole (6) at the other end and sharing an end portion, and the columnar bodies have high rigidity to each other. Fixed ramen body (7), female screw hole (6)
A screw (8) made of a high-strength material to be screwed into a screw, and then a female screw hole (6) at both ends or one end and a screw (8) at the other end Assembled telescopic seismic shelter consisting of pillars (9) made of different materials.
JP22246295A 1995-07-27 1995-07-27 Expansion-type earthquake resistant shelter Pending JPH0941710A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22246295A JPH0941710A (en) 1995-07-27 1995-07-27 Expansion-type earthquake resistant shelter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22246295A JPH0941710A (en) 1995-07-27 1995-07-27 Expansion-type earthquake resistant shelter

Publications (1)

Publication Number Publication Date
JPH0941710A true JPH0941710A (en) 1997-02-10

Family

ID=16782803

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22246295A Pending JPH0941710A (en) 1995-07-27 1995-07-27 Expansion-type earthquake resistant shelter

Country Status (1)

Country Link
JP (1) JPH0941710A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004033825A1 (en) * 2002-09-27 2004-04-22 Leon Sardi Herrera Modular folding shelter
CN103216132A (en) * 2013-03-28 2013-07-24 张义兵 Household quakeproof lifesaving tent
KR101365043B1 (en) * 2011-11-28 2014-02-24 임동구 Variable structure
CN104074384A (en) * 2013-03-28 2014-10-01 张义兵 Bed quakeproof wall
CN111335674A (en) * 2018-11-08 2020-06-26 傲浒建设集团有限公司 Windproof and anti-seismic temporary housing used in house construction project

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004033825A1 (en) * 2002-09-27 2004-04-22 Leon Sardi Herrera Modular folding shelter
KR101365043B1 (en) * 2011-11-28 2014-02-24 임동구 Variable structure
CN103216132A (en) * 2013-03-28 2013-07-24 张义兵 Household quakeproof lifesaving tent
CN104074384A (en) * 2013-03-28 2014-10-01 张义兵 Bed quakeproof wall
CN111335674A (en) * 2018-11-08 2020-06-26 傲浒建设集团有限公司 Windproof and anti-seismic temporary housing used in house construction project

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