JP2003269003A - Indoor framework structure serving as space for occupiers to survive in case of building collapse - Google Patents

Indoor framework structure serving as space for occupiers to survive in case of building collapse

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Publication number
JP2003269003A
JP2003269003A JP2002115504A JP2002115504A JP2003269003A JP 2003269003 A JP2003269003 A JP 2003269003A JP 2002115504 A JP2002115504 A JP 2002115504A JP 2002115504 A JP2002115504 A JP 2002115504A JP 2003269003 A JP2003269003 A JP 2003269003A
Authority
JP
Japan
Prior art keywords
building
space
occupiers
survive
steel pipe
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
JP2002115504A
Other languages
Japanese (ja)
Inventor
Makoto Nagai
真 永井
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 JP2002115504A priority Critical patent/JP2003269003A/en
Publication of JP2003269003A publication Critical patent/JP2003269003A/en
Pending legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a device to secure a space for occupiers to survive in case of building collapse, of which the structure is simplified and reduced in weight by using steel pipes together with lumber so as to reduce cost, loads on the existing building and hindrance to living spaces therein, of which the main parts are made of wood to enable the device to be easily used as an interior living space, and further which is an independent structure also available to be let to others. <P>SOLUTION: By installing within a building an independent framework body having a shock absorbing net (1) made of steel pipes (7) installed via steel pipe columns (6) on top of a wooden framework structure (2) comprising a lower frame (3), columns (4) and an upper frame (5) all made of sufficiently strong lumber, if the building collapses, the shock absorbing net (1) receives falling building structural materials at high positions and absorbs their shocks, and then the wooden framework structure (2) supports the loads of the fallen building structural materials, and thus this simple and lightweight body can secure a space for occupiers to survive. It can ordinarily be used as an interior living space, and various furnishings can be installed and used there. <P>COPYRIGHT: (C)2003,JPO

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、一般住宅におけ
る地震防護装置であって、日常利用においては、インテ
リアに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an earthquake protection device for a general house, and relates to an interior in daily use.

【0002】[0002]

【従来の技術】従来の生存空間確保の装置は、建築物に
耐震強化を加え建築空間その物を生存空間としたり、建
築物に付加した構造による物、独立式シェルター等が有
った。
2. Description of the Related Art Conventional devices for securing a living space include seismic strengthening of a building to make it a living space, a structure added to the building, an independent shelter, and the like.

【0003】[0003]

【発明が解決しようとする課題】従来の建築物への補強
及び建築物への付加構造物では、賃貸住宅使用者実施上
に問題が存在する。又、自己所有物にあっても、個々に
技術要件や方法が異なる為に費用負担、調査から完成に
至る作業や工期等に、工事に伴う生活への支障が大きい
という問題が存在する。さらに、日常生活空間から離れ
た場所に設けた物では、突然の建物崩落に対する有効性
に問題が存在する。現に、阪神大震災においては、就寝
中に多数の人が倒壊家屋の下敷きになった事実が有る。
また、地震は必ず来る、いつ来てもおかしく無いと言わ
れながら、備えがなされていないのが現状であり、その
要因としては、建築物に耐震補強を加える事は、費用に
対して日常得られる効果が少なく、その目的だけでは実
行に移しにくい事が考えられる。当発明は、建築物の如
何に関わらず、生存空間確保の目的とする、人命を守る
と言う点に課題を限定することによって、簡便かつロー
コストな当該装置の提供を図るものである。
[Problems to be Solved by the Invention] In the conventional reinforcement to the building and the structure added to the building, there are problems in implementing rental housing users. Also, even if they are owned by themselves, there is a problem that the technical burden and the method are individually different, so that the cost burden is imposed, and the work from the survey to the completion, the construction period, and the like greatly hinder the daily life due to the construction. In addition, there is a problem in the effectiveness against sudden collapse of a building if it is installed away from the daily living space. In fact, in the Great Hanshin Earthquake, there is a fact that many people fell under the collapsed house while sleeping.
Moreover, although it is said that earthquakes will always come, and it is said that it is not unusual for them to come anytime, the reality is that they have not been prepared yet. It is thought that there is little effect, and it is difficult to put it into practice just for that purpose. The present invention intends to provide a simple and low-cost device by limiting the problem to protect human life, which is the purpose of securing a living space, regardless of the structure.

【0004】[0004]

【課題を解決するための手段】まず初めに、本発明にお
ける下枠(3)、柱(4)、上枠(5)から成る木造部
分を木造軸組構造体(2)、鋼管(7)により網状を成
す部分を衝撃吸収網(1)、衝撃吸収網(1)と木造軸
組構造体(2)を接続する鋼管を特に鋼管柱(6)と定
義し、以後の説明において使用する。この室内軸組構造
体は、大きくは、木造軸組構造体(2)と衝撃吸収網
(1)の二つの部分からなる事を特徴とする。まず、充
分な強度を有する材木からなる下枠(3)、柱(4)、
上枠(5)の構造材により充分な強度の木造軸組構造体
(2)を作る。さらに、木造軸組構造体(2)上部に鋼
管柱(6)を設け、既存天井面(C)の直下に普通品の
足場鋼管等の鋼管(7)を網状に接合した衝撃吸収網
(1)を取付ける。この際に木造軸組構造体(2)と衝
撃吸収網(1)の間には、緩衝距離(A)を適当に確保
するようにする。以上を既存建物の既存室内床面(B)
上に、建物から独立した状態で設置する事により解決を
図る。
First of all, a wooden portion composed of a lower frame (3), a pillar (4) and an upper frame (5) in the present invention is replaced with a wooden frame structure (2) and a steel pipe (7). The portion that forms a net is defined as a shock absorbing net (1), and the steel pipe connecting the shock absorbing net (1) and the wooden framework structure (2) is defined as a steel pipe column (6), and will be used in the following description. This indoor framework structure is roughly characterized by comprising two parts, a wooden framework structure (2) and a shock absorbing net (1). First, a lower frame (3) made of timber having sufficient strength, a pillar (4),
A wooden frame structure (2) having sufficient strength is made by the structural material of the upper frame (5). Furthermore, a steel pipe column (6) is provided on the upper part of the wooden frame structure (2), and a steel pipe (7) such as a standard scaffolding steel pipe is joined directly below the existing ceiling surface (C) to form a shock absorbing net (1). ) Is installed. At this time, a buffer distance (A) is appropriately secured between the wooden frame structure (2) and the shock absorbing net (1). The above is the existing indoor floor of the existing building (B)
The solution is to install it above the building, independent of the building.

【0005】本発明は、生存空間確保を図る物で有っ
て、必ず損壊しないと保証出来る物では無いが、既存建
築物への耐震補強工事も、やはり倒壊に対して同様であ
ると言え、係る発明の完全性を否定する理由とならな
い。また、本発明により発生しうる二次的な事象に対し
ても、自動車の安全シートベルトやエアバッグにも両論
が有る事を書き添える。
The present invention is to secure a living space and cannot guarantee that it will not be damaged. However, it can be said that seismic retrofitting work on existing buildings is also similar to collapse. It does not constitute a reason for denying the completeness of the invention. In addition, it should be noted that there are both arguments for safety seat belts and airbags of automobiles with respect to secondary events that can occur according to the present invention.

【0006】[0006]

【作用】建物崩落時の落下構造材を、まず上部に位置す
る衝撃吸収網(1)が、緩衝距離(A)の中で衝撃力を
吸収しながら受け止める。次に、衝撃吸収網(1)にか
かる荷重を木造軸組構造体(2)の上枠(5)が柱
(4)を介して下枠(3)に分散し、既存室内床面
(B)へ伝える。その結果、木造軸組構造体(1)が破
壊される事無く、生存空間を確保する。
The impact absorbing net (1) located at the top receives the falling structural material when the building collapses, absorbing the impact force within the buffer distance (A). Next, the load applied to the shock absorbing net (1) is distributed to the lower frame (3) by the upper frame (5) of the wooden frame structure (2) through the pillars (4), and the existing indoor floor surface (B ) To. As a result, a living space is secured without damaging the wooden framework structure (1).

【0007】[0007]

【発明の実施の形態】当発明にあっては、既存建物との
適応性の範囲内にあって、種々の形態が考えられるが、
一般的な住宅の構造要件や普及を図るコスト面を考慮す
る中で、以下に、好ましい実施例をあげ、図に基づいて
説明する。
BEST MODE FOR CARRYING OUT THE INVENTION In the present invention, various forms can be considered within the range of adaptability to existing buildings.
Taking into consideration the structural requirements of a general house and the cost of promoting it, a preferred embodiment will be given below and described with reference to the drawings.

【0008】[0008]

【実施例1】以下、本発明の建物崩落時の生存空間とな
る室内軸組構造体について、第1の実施例について図
1、図2、図3に基づいて説明する。既存室内床面
(B)上に下枠(3)を据え置き、その下枠(3)に柱
(4)を立てる。下枠(3)が、床面と接触する部分に
は、フェルト様の保護材を必要に応じて取付ける。柱
(4)の頂部には上枠(5)を梁勝ちで取付け、木造軸
組構造体(2)が出来る。次に、衝撃吸収網(1)は木
造軸組構造体(2)の上部で、鋼管柱(6)により緩衝
距離(A)を適当に設けて、既存天井面(C)直下に取
付けられる。鋼管柱(6)は、穿孔、又は、取付座によ
って上枠(5)に取付けられる。衝撃吸収網(1)は鋼
管(7)を溶接、金具のいづれで接合しても良いが、衝
撃吸収網(1)と鋼管柱(6)との取付けについては、
普通品の締付け金具(8)を使用する。この部分につい
て、参考までに図3を添える。
[Embodiment 1] A first embodiment of an indoor frame structure which becomes a living space when a building collapses according to the present invention will be described below with reference to FIGS. 1, 2 and 3. The lower frame (3) is placed on the existing indoor floor surface (B), and the pillar (4) is erected on the lower frame (3). If necessary, a felt-like protective material is attached to the portion where the lower frame (3) contacts the floor surface. An upper frame (5) is attached to the top of the pillar (4) by a beam to form a wooden frame structure (2). Next, the shock absorbing net (1) is mounted on the upper part of the wooden frame structure (2) and directly below the existing ceiling surface (C) with a suitable buffer distance (A) provided by the steel pipe column (6). The steel pipe column (6) is attached to the upper frame (5) by perforation or a mounting seat. The shock absorbing net (1) may be welded to the steel pipe (7) or joined with any of the metal fittings. However, regarding the mounting of the shock absorbing net (1) and the steel pipe column (6),
Use the regular tightening hardware (8). About this part, FIG. 3 is attached for reference.

【0009】木造軸組構造体(2)に使用する材木は、
一般の建築用材で良いが、既存室内床面(B)と接する
下枠(3)の一面を除いては、平面でなくとも良い。
又、材木の太さについても、間伐材等の小径木を用いる
場合は、柱(4)本数を増やす等の強度に対する整合性
を取れば良い。材木の接合方法については、仕口加工、
金具使用、両者併用のいづれであっても、充分な強度が
有れば良しとする。さらに、構造は複雑になるが、木造
軸組構造体(2)は、方杖、筋交い、火打ち等の補強材
を入れる事でより強固になる。又、鋼管(7)は、足場
鋼管等の充分な強度のある市販品使用し、インテリア性
を高める為には、塗装して使用する。
The timber used for the wooden frame structure (2) is
Although it may be a general building material, it may not be a flat surface except for one surface of the lower frame (3) which is in contact with the existing indoor floor surface (B).
Also, regarding the thickness of the timber, if a small-diameter tree such as thinned wood is used, it is sufficient to take consistency with the strength such as increasing the number of columns (4). For joining timber,
Regardless of whether metal fittings are used or both are used, it is acceptable if they have sufficient strength. Further, although the structure becomes complicated, the wooden frame structure (2) becomes stronger by adding a reinforcing material such as a cane, a brace or a fire. Further, the steel pipe (7) is a commercially available product having sufficient strength such as a scaffolding steel pipe, and is coated and used in order to enhance the interior property.

【0010】以上は、使用者の意思によって選択出来る
部分であり、住宅に種々の工法が存在する事と変わり無
く、求める安全性と掛かる費用や日常使用への支障、そ
して建物への負荷についてのバランスを考慮して自由に
選択すれば良い。この事例は、その中でも、基本的特長
を有する事例である。
The above is the part that can be selected according to the intention of the user, and it is no different from the fact that there are various construction methods in the house, and the safety required, the cost involved, obstacles to daily use, and the load on the building are You can freely select it in consideration of balance. This case is one that has basic features.

【0011】[0011]

【実施例2】実施例2について図4、図5、図6、図7
に基づいて説明する。第1の実施例と同じ部分には同一
の符号を付けてある。第1の実施例において、低コスト
でありながら、分解組立の可能な構造を有する物であ
る。図4は、その全体を示した斜視図である。分解組立
を可能にする接合部(D)、(E)は、全ての当該接合
部について、同様の構造を有しており、隅部を例とし
て、それぞれ図5、図6、図7に基づいて説明する。
[Second Embodiment] FIG. 4, FIG. 5, FIG. 6, and FIG.
It will be described based on. The same parts as those in the first embodiment are designated by the same reference numerals. In the first embodiment, it has a structure that can be disassembled and assembled at low cost. FIG. 4 is a perspective view showing the whole thereof. The joints (D) and (E) that enable disassembly and assembly have the same structure for all the joints, and the corners are taken as an example and based on FIGS. 5, 6, and 7, respectively. Explain.

【0012】接合部(D)について図4、図5、図6に
基づき説明する。接合部(D)は、柱(4)と下枠
(3)の接合部である。下枠(3)は、相欠き継ぎを施
した上で、柱(4)とほぞ接合している。下枠(3)の
柱(4)との接点は、浅いほぞ穴(9)が設けられ柱側
の低いほぞ(10)に接合され接合強度を増している。
柱(4)は下枠(3)にほぞ接合されると同時に、下枠
(3)の上下部材を柱ほぞによって接合し、ピン(11
a)によりぬけ止めがなされている。又、柱(4)と下
枠(3)のピン穴(12)、(13)は貫通穴として、
ピン(11a)の取り外しを容易にしている。
The joint portion (D) will be described with reference to FIGS. 4, 5 and 6. The joint portion (D) is a joint portion between the pillar (4) and the lower frame (3). The lower frame (3) is jointed with the pillar (4) after being subjected to the phase-joint joint. The contact point with the pillar (4) of the lower frame (3) is provided with a shallow mortise (9) and is joined to the lower tenon (10) on the pillar side to increase the joining strength.
The pillar (4) is joined to the lower frame (3) by means of a tenon, and at the same time, the upper and lower members of the lower frame (3) are joined by means of the pillar tenon.
Anti-slip is provided by a). In addition, the pin holes (12) and (13) of the pillar (4) and the lower frame (3) are through holes,
This facilitates removal of the pin (11a).

【0013】接合部(E)について図4、図7に基づき
説明する。接合部(E)は、柱(4)と上枠(5)の接
合部である。上枠(5)は、相欠き継ぎで、柱(4)と
の接点は、浅いほぞ穴(14)が設けられ、柱(4)上
部の低いほぞ(15)に接合されている。さらに、それ
ら上枠(5)、柱(4)の接合部中心に、鋼管柱(6)
を挿入出来る穿孔(16a)、(16b)、(16c)
が設けてあり、鋼管柱(6)が上枠(5)を貫通し、柱
(4)に挿入される。鋼管柱(6)には上下2ケ所のピ
ン穴(17)、(18)が設けられ下側はピン穴(1
8)と柱のピン穴(19)がピン(11b)で接合され
る。柱のピン穴(19)は、ピン(11b)の取り外し
を容易にする為に貫通穴としている。上側ピン穴(1
7)は上枠(5)上の露出部でピン(11c)により上
枠(5)の浮き上がりを防止する。
The joint portion (E) will be described with reference to FIGS. 4 and 7. The joint portion (E) is a joint portion between the pillar (4) and the upper frame (5). The upper frame (5) is an intermittent joint, and a contact point with the pillar (4) is provided with a shallow mortise (14) and is joined to the lower tenon (15) above the pillar (4). Further, at the center of the joint between the upper frame (5) and the column (4), the steel pipe column (6)
Holes (16a), (16b), (16c) that can be inserted
Is provided, and the steel pipe column (6) penetrates the upper frame (5) and is inserted into the column (4). The steel pipe column (6) is provided with pin holes (17) and (18) at two positions, the lower side being the pin hole (1).
8) and the pin hole (19) of the pillar are joined by the pin (11b). The pin hole (19) of the pillar is a through hole to facilitate removal of the pin (11b). Upper pin hole (1
7) is an exposed portion on the upper frame (5) and prevents the upper frame (5) from being lifted by the pin (11c).

【0014】以上の接合部(D)、(E)には、必要で
あればラグスクリューやビス止め、或いは簡単に取外し
可能な補強金物を加えて補強を施す。この事例では、組
立解体移設が容易である。
If necessary, the joints (D) and (E) are reinforced by a lag screw, screws, or a metal piece that can be easily removed. In this case, the disassembly and relocation is easy.

【0015】[0015]

【実施例3】実施例3について、図8に基づいて説明す
る。第1の実施例と同じ部分には、同一の符号を付けて
ある。本発明の軸組構造体に付加物として、ベッド(2
0)、床板(21)、壁板(22)、ワイヤーメッシュ
(23)を取付け、日常使用上の便宜向上を図った物で
ある。当例では、建物から独立したインテリアとして、
付加物を自由に取付け可能な長所を活かしているが、特
にベッド(20)においては、就寝中の突然の崩落に対
する効果が顕著となり、ワイヤーメッシュ(23)は瓦
等の小さい落下物への防備として、通常は、ハンギング
ネットや軽量な物品の置き場として用いる。以上のよう
に、既存建物への荷重負荷が許される範囲において、自
由に機能を強化発展させる事が出来る。
Third Embodiment A third embodiment will be described with reference to FIG. The same parts as those in the first embodiment are designated by the same reference numerals. As an addition to the framework structure of the present invention, a bed (2
0), floor plate (21), wall plate (22) and wire mesh (23) are attached to improve convenience in daily use. In this example, as an interior independent from the building,
Although the advantage of being able to attach additional objects freely is utilized, especially in the bed (20), the effect of sudden collapse during sleep becomes remarkable, and the wire mesh (23) protects small falling objects such as roof tiles. Normally, it is used as a hanging net or a place for storing lightweight articles. As described above, the functions can be freely enhanced and developed within the range where the load on the existing building is allowed.

【0016】[0016]

【発明の効果】本発明は、上記のとおり材木と鋼管を組
合せた独立した構造体であり、木造軸組構造体がコンパ
クトでありながらも、高い位置において落下構造物を重
力加速度が増さない段階で受け止める事により、破壊的
な衝撃力を簡単かつ軽量な構造において緩衝出来る為、
一般既存住宅への設置が容易である。また、室内高さへ
の適応が鋼管柱の長さを変える事により可能な為、木造
軸組構造体の規格化も可能で、簡単な構造及び一般的な
材料と併せて低コストに実用出来る。さらに、簡単な木
造軸組構造である為、日常の生活空間への障害を軽減出
来ると同時に、付加物を取付ける事が容易に出来る。材
木の素材感に限らず、意匠を加味する事でインテリア性
を高める事も可能であり、付加物と併せて使用者の嗜好
に合わせた生活空間を実現出来る。以上により建物の構
造や所有形態に関わらず、室内空間さえ有れば設置が可
能で、賃貸住宅使用者においても、建物崩落への防備が
出来る事のみならず、嗜好に合わせた生活空間創造も可
能となる。産業面にあっては、木造軸組構造体に、国産
間伐材の利用が図れる。総じて、低コストに地震への防
護を図れる事から、地震対策をより身近に感じさせ、公
知の家具の転倒防止具等と併せて、標準的手法として広
く普及を図る事が可能で、従来に無い新しい消費材とし
て広く産業促進が図れる。
INDUSTRIAL APPLICABILITY The present invention is an independent structure in which timber and steel pipes are combined as described above, and although the wooden frame structure is compact, the gravitational acceleration of the falling structure does not increase at a high position. By catching at a stage, destructive impact force can be buffered in a simple and lightweight structure,
Easy to install in general existing houses. Also, since it can be adapted to the indoor height by changing the length of the steel pipe column, it is possible to standardize the wooden frame structure, and it can be put to practical use at a low cost in combination with a simple structure and general materials. . Furthermore, since it is a simple wooden frame structure, it can reduce obstacles to daily living space, and at the same time, it is easy to install additional items. Not only the texture of timber, but also the interior design can be enhanced by adding a design, and it is possible to realize a living space that suits the taste of the user together with additional items. From the above, regardless of the structure and ownership of the building, it can be installed as long as there is an indoor space, and not only can rental housing users prevent the collapse of the building, but also create a living space according to taste. It will be possible. From an industrial perspective, domestic thinned timber can be used for the wooden frame structure. In general, because it is possible to protect against earthquakes at a low cost, it is possible to make earthquake countermeasures more familiar and, together with known furniture fall prevention tools, can be widely spread as a standard method. It can be widely promoted as an unconsumed new consumer product.

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

【図1】本発明の第1の実施例を示す正面図FIG. 1 is a front view showing a first embodiment of the present invention.

【図2】本発明の第1の実施例を示す側面図FIG. 2 is a side view showing the first embodiment of the present invention.

【図3】鋼管柱と衝撃吸収網を接続する締付け金具を示
す斜視図
FIG. 3 is a perspective view showing a tightening fitting for connecting a steel pipe column and a shock absorbing net.

【図4】本発明の第2の実施例を示す斜視図FIG. 4 is a perspective view showing a second embodiment of the present invention.

【図5】本発明の第2の実施例の柱と下枠の接合部詳細
を示す分解図の斜視図
FIG. 5 is a perspective view of an exploded view showing details of a joint portion between a pillar and a lower frame according to the second embodiment of the present invention.

【図6】図5の補足図で柱と下枠の接合部詳細を示す分
解図の正面図
6 is a front view of an exploded view showing details of a joint portion between a pillar and a lower frame in a supplementary view of FIG.

【図7】本発明の第2の実施例の柱と上枠の接合部詳細
を示す分解図の斜視図
FIG. 7 is an exploded perspective view showing details of a joint portion between a pillar and an upper frame according to the second embodiment of the present invention.

【図8】本発明の第3の実施例を示す斜視図FIG. 8 is a perspective view showing a third embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 衝撃吸収網(鋼管により網状を成す部分) 2 木造軸組構造体(下枠、柱、上枠から成る木造部
分) 3 下枠 4 柱 5 上枠 6 鋼管柱 7 鋼管 8 締付け金具 9 下枠の浅いほぞ穴 10 柱下部の低いほぞ 11a ピン 11b ピン 11c ピン 12 柱下部のピン穴 13 下枠のピン穴 14 上枠の浅いほぞ穴 15 柱上部の低いほぞ 16a 穿孔 16b 穿孔 16c 穿孔 17 鋼管柱の上側ピン穴 18 鋼管柱の下側ピン穴 19 柱上部のピン穴 20 ベッド 21 床板 22 壁板 23 ワイヤーメッシュ A 緩衝距離 B 既存室内床面 C 既存天井面 D 接合部(柱と下枠の接合) E 接合部(柱と上枠の接合)
1 shock absorption net (a part formed by a steel pipe to form a net) 2 wooden frame structure (a wooden part consisting of a lower frame, a pillar and an upper frame) 3 a lower frame 4 a pillar 5 an upper frame 6 a steel pipe pillar 7 a steel pipe 8 a fastening bracket 9 a lower frame Shallow mortise 10 Lower mortise 11a pin 11b Pin 11c Pin 12 Lower pin pin hole 13 Lower frame pin hole 14 Upper frame shallow mortise 15 Lower upper mortise 16a Drill 16b Drill 16c Drill 17 Steel pipe column Upper pin hole 18 Lower pin hole of steel pipe column 19 Pin hole on top of column 20 Bed 21 Floor plate 22 Wall plate 23 Wire mesh A Buffer distance B Existing indoor floor surface C Existing ceiling surface D Joint (joint between column and lower frame) ) E joint (joint between pillar and upper frame)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】材木と鋼管からなる建物から独立した建物
崩落時の生存空間となる室内軸組構造体
1. An indoor frame structure which is independent of a building made of timber and steel pipes and serves as a living space when a building collapses.
【請求項2】請求項1に記載した室内軸組構造体におい
て、分解組立が容易に出来る建物崩落時の生存空間とな
る室内軸組構造体
2. The indoor frame structure according to claim 1, wherein the indoor frame structure is a living space when a building collapses and can be easily disassembled and assembled.
【請求項3】請求項1に記載した室内軸組構造体におい
て、付加物を取付ける事で日常生活の便宜性を高めた建
物崩落時の生存空間となる室内軸組構造体
3. The indoor frame structure according to claim 1, wherein an appendage is attached to improve the convenience of daily life and becomes a living space when the building collapses.
JP2002115504A 2002-03-12 2002-03-12 Indoor framework structure serving as space for occupiers to survive in case of building collapse Pending JP2003269003A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002115504A JP2003269003A (en) 2002-03-12 2002-03-12 Indoor framework structure serving as space for occupiers to survive in case of building collapse

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002115504A JP2003269003A (en) 2002-03-12 2002-03-12 Indoor framework structure serving as space for occupiers to survive in case of building collapse

Publications (1)

Publication Number Publication Date
JP2003269003A true JP2003269003A (en) 2003-09-25

Family

ID=29207705

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002115504A Pending JP2003269003A (en) 2002-03-12 2002-03-12 Indoor framework structure serving as space for occupiers to survive in case of building collapse

Country Status (1)

Country Link
JP (1) JP2003269003A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010222830A (en) * 2009-03-23 2010-10-07 Miyata Tekko:Kk Method for assembling earthquake resistant shelter, and the earthquake resistant shelter
JP2010248859A (en) * 2009-04-20 2010-11-04 Shinto Kensetsu:Kk Aseismic structure for opening of wooden building
JP5073119B1 (en) * 2012-07-23 2012-11-14 株式会社東武防災建設 Roof structure of earthquake-proof escape room
CN104213724A (en) * 2014-08-13 2014-12-17 华北水利水电大学 Track traffic project passageway
JP2017108837A (en) * 2015-12-15 2017-06-22 株式会社安信 bed

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010222830A (en) * 2009-03-23 2010-10-07 Miyata Tekko:Kk Method for assembling earthquake resistant shelter, and the earthquake resistant shelter
JP2010248859A (en) * 2009-04-20 2010-11-04 Shinto Kensetsu:Kk Aseismic structure for opening of wooden building
JP5073119B1 (en) * 2012-07-23 2012-11-14 株式会社東武防災建設 Roof structure of earthquake-proof escape room
CN104213724A (en) * 2014-08-13 2014-12-17 华北水利水电大学 Track traffic project passageway
JP2017108837A (en) * 2015-12-15 2017-06-22 株式会社安信 bed

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