JP6296586B1 - Disaster shelter - Google Patents
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- JP6296586B1 JP6296586B1 JP2017186179A JP2017186179A JP6296586B1 JP 6296586 B1 JP6296586 B1 JP 6296586B1 JP 2017186179 A JP2017186179 A JP 2017186179A JP 2017186179 A JP2017186179 A JP 2017186179A JP 6296586 B1 JP6296586 B1 JP 6296586B1
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- 239000011810 insulating material Substances 0.000 claims description 7
- 230000000694 effects Effects 0.000 description 7
- 239000000463 material Substances 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 7
- 230000007547 defect Effects 0.000 description 6
- 230000008901 benefit Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 3
- 240000004050 Pentaglottis sempervirens Species 0.000 description 2
- 235000004522 Pentaglottis sempervirens Nutrition 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000006424 Flood reaction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
【課題】周知の如く、個々の災害時とか、その避難時において、人(身体)の安全は保たれなければならない。その一例として、建屋内に設置するシェルタが挙げられる。このシェルタに避難することが、最適であって、かつ極めて当然と考えられる。しかし、この種のシェルタに関しては、現状では、構造面とか、価格面、或いは簡易性等を考えた場合、望ましい形状、又は構造は見当たらない。【解決手段】本発明は、多数柱と、各柱に設けた多数枚の第1壁板と、第1壁板に重畳する多数枚の第2壁板と、第1壁板と第2壁板との間に開設した多数本の間柱とで骨格を造った筐体に常時、開放の出入口と、出入口を塞ぐ複数枚の扉と、扉を災害時自動に閉める手段と、でなる建屋の部屋に備えた災害用のシェルタであり、災害時の衝撃に対応できる、強度性と有効性とを備えたシェルタの提供と、災害時にシェルタ内への迅速な避難と、が図れる。【選択図】 図1As is well known, in the event of an individual disaster or evacuation, the safety of a person (body) must be maintained. One example is a shelter installed in a building. Evacuating to this shelter is considered optimal and extremely natural. However, regarding this type of shelter, at present, a desirable shape or structure is not found when considering the structure, the price, or the simplicity. The present invention relates to a plurality of columns, a plurality of first wall plates provided on each column, a plurality of second wall plates superimposed on the first wall plate, a first wall plate and a second wall. A building made up of a skeleton made up of a large number of studs opened between boards, always with an open doorway, multiple doors closing the doorway, and means for automatically closing the doors in case of a disaster It is a shelter for disaster prepared in a room, and it is possible to provide a shelter with strength and effectiveness that can respond to impacts at the time of disaster and to quickly evacuate into the shelter during a disaster. [Selection] Figure 1
Description
本発明は、建屋の部屋に備えた災害用のシェルタか、又は建屋の部屋の一部に備えた災害用のシェルタかに関する。 The present invention relates to a disaster shelter provided in a building room or a disaster shelter provided in a part of a building room.
個々の災害時とか、その避難時において、人(身体)の安全は保たれなければならない。殊に、建屋内においては、設置されたシェルタに避難することが、最適であって、かつ極めて当然と考えられる。しかしながら、建屋内のシェルタに関しては、現状では、構造面とか、価格面、或いは簡易性等を考えた場合、望ましい形状、又は構造は見当たらない。 In the event of an individual disaster or evacuation, the safety of the person (body) must be maintained. In particular, in a building, evacuation to an installed shelter is optimal and considered quite natural. However, regarding the shelter in the building, at present, there is no desirable shape or structure when considering the structural aspect, price aspect, simplicity, or the like.
特許文献のシェルタとしては、次のような考案とか、発明が挙げられる。実用新案登録第3164037号公報の考案は、立方体骨格であって、二重構造の天井部と、壁部は厚板を隙間なく設置し、強度を確保することを意図する。しかしながら、木製の素材を緊密に組合せることで強度を図るものであって、目的達成には、改良の余地と、及び/又は、構造の改良が必要と考えられる。また、特開2013−181347号公報の発明は、部屋(室内)に設置した、簡易木造軸組釘打ち工法によるものであり、特段目新しい構造とか素材とかを使用しない。従って、前述の考案と同様に、目的達成には、改良の余地と、及び/又は、構造の改良が必要と考えられる。この発明に対しては、審査の上で、特開2010−156174号公報の発明が引用文献として挙げられている。 Examples of the shelter in the patent literature include the following ideas and inventions. The idea of Utility Model Registration No. 3164037 is a cubic skeleton, and it is intended to ensure strength by installing thick plates without any gap between the ceiling part and the wall part of the double structure. However, strength is achieved by closely combining wooden materials, and it is considered that room for improvement and / or improvement of the structure is necessary to achieve the purpose. In addition, the invention of JP 2013-181347 A is based on a simple wooden shaft assembly nailing method installed in a room (indoor), and does not use a particularly new structure or material. Therefore, like the above-described device, it is considered that room for improvement and / or improvement of the structure is necessary to achieve the object. With respect to this invention, the invention of Japanese Patent Application Laid-Open No. 2010-156174 is cited as a cited document upon examination.
前述の文献1−3では、一時の避難所としては有効性が見える。しかしながら、本来のシェルタとしての有効性と、機能面とを考えた際には、更に改良と、工夫が必要と考えられる。この改良と工夫とは、例えば、1.は、柱と壁板との連結関係、及び壁の強度確保、2.は、常時開放式出入口、及び自動式閉まり扉、3.は、壁と同じ強度を備え、衝撃対応に叶った天井等である。 In References 1-3 described above, the effectiveness as a temporary shelter is apparent. However, when considering the effectiveness and functionality of the original shelter, further improvements and ingenuity are considered necessary. This improvement and device are, for example, 1. 1. Ensuring the connection between the column and the wall plate and ensuring the strength of the wall 2. Always open and exit doors and automatic closing doors; Is a ceiling, etc. that has the same strength as the wall and has responded to impacts.
本発明は、前記1.−3.の問題を解決することを意図し、請求項1−6を提案する。 The present invention provides the above-described 1. -3. In order to solve this problem, claims 1-6 are proposed.
請求項1の発明は、多数柱と、各柱の対峙面、又は角隅の各柱の交差面に、かつ各柱の立設方向にそれぞれ形成した凹溝と、凹溝間に両端を嵌合して取付けた多数枚の第1壁板と、前記各柱の外面に取付けるとともに、前記第1壁板に重畳する多数枚の第2壁板と、前記第1壁板と前記第2壁板との間に開設した多数本の間柱と、常時開放の出入口と、出入口を塞ぐ複数枚の扉と、各扉を災害時自動に閉める手段と、を備えた筐体でなる、建屋の部屋に備えた災害用のシェルタであり、災害時の衝撃に対応できる、例えば、強度性と有効性とを備えたシェルタの提供と、災害時にシェルタ内への迅速な避難と、が図れること、に特徴がある。殊に、常時開放している出入口があり、安心感と前記の迅速な避難に有益である。そして、本発明では、従来の木製(木質)板材と、大工の熟練度とを駆使することで、確実、かつ合理的に構築できる利点と、経済面での有利性とを備える。また、本発明では、複数枚の扉を配備したことで、シェルタに全方向から避難、出入りか、又は必要により、入室又は退室等でき有益である。 The invention according to claim 1 is characterized in that a multi-column and a concavity surface of each column or an intersecting surface of each column at a corner corner and a groove formed in the standing direction of each column, and both ends are fitted between the grooves. A plurality of first wall plates attached together, a plurality of second wall plates that are attached to the outer surface of each of the pillars and overlap the first wall plates, and the first wall plates and the second walls and a large number of studs which opened between the plate, and the normally open doorway, a plurality of doors for closing the entrance, consisting of a housing provided with means, the closing of the doors automatic disaster, the building room For example, to provide shelter for disasters that can respond to impacts at the time of a disaster, for example, providing shelter with strength and effectiveness, and prompt evacuation into the shelter during a disaster There are features. In particular, there is an entrance that is always open, which is beneficial for a sense of security and the rapid evacuation. And in this invention, it has the advantage which can be constructed | assembled reliably and rationally, and the economical advantage by making full use of the conventional wooden (woody) board | plate material and the skill level of a carpenter. Further, in the present invention, by providing a plurality of doors, shelter can be evacuated, entered / exited from all directions, or entered or exited if necessary, which is beneficial.
請求項2の発明は、多数柱と、各柱の対峙面、又は角隅の各柱の交差面に、かつ各柱の立設方向にそれぞれ形成した凹溝と、凹溝間に両端を嵌合して取付けた多数枚の第1壁板と、前記各柱の外面に取付けるとともに、前記第1壁板に重畳する多数枚の第2壁板と、前記第1壁板と前記第2壁板との間に開設した多数本の間柱と、常時開放の出入口と、出入口を塞ぐ複数枚の扉と、各扉を災害時自動に閉める手段と、でなる、建屋の部屋と一体となった災害用のシェルタであり、前記請求項1と同じ効果があり、また、従来の建屋にも、簡易に設置できるシェルタである。また、本発明では、複数枚の扉を配備したことで、建屋の全方向から、シェルタに避難、出入りか、又は必要により、入室又は退室等でき有益である。
The invention according to claim 2 is configured such that the multiple columns and the confronting surfaces of the columns or the intersecting surfaces of the columns at the corners and the recessed grooves formed in the standing direction of the columns, and both ends are fitted between the recessed grooves. A plurality of first wall plates attached together, a plurality of second wall plates that are attached to the outer surface of each of the pillars and overlap the first wall plates, and the first wall plates and the second walls Integrated into a building room consisting of a large number of studs opened between the plates, a door that is always open , multiple doors that block the door, and a means that automatically closes each door in the event of a disaster . It is a shelter for disasters, has the same effect as the first aspect, and can be easily installed in a conventional building. Further, in the present invention, by providing a plurality of doors, it is beneficial to evacuate, enter and exit the shelter from all directions of the building, or enter or leave the room as necessary.
請求項3の発明は、何れか一枚の扉が、災害時に自動的に閉まる手段は、アクチェエータか、傾斜レール及びロックピン・係止ダンパー・筋交いの組合せ、ワイヤと自動モータとの組合せ、の何れか一つとする災害用のシェルタであり、請求項1・2の効果の達成と、併せて、障害者、老人等の弱者の保護に役立つ実益がある。 In the invention of claim 3, the means for automatically closing any one door in the event of a disaster is an actuator, a combination of an inclined rail and a lock pin, a locking damper, a brace, a combination of a wire and an automatic motor. It is a disaster shelter that is one of them, and has the benefit of helping to protect the weak, such as disabled people and the elderly, in addition to achieving the effects of claims 1 and 2.
請求項4の発明は、多数枚の第1壁板と、多数枚の第2壁板との間に、断熱材を付設する構成とした災害用のシェルタであり、請求項1・2の効果の達成と、併せて、避難時の健康維持と、障害者、老人等の弱者の保護に役立つ実益がある。 The invention according to claim 4 is a disaster shelter constructed such that a heat insulating material is provided between a large number of first wall plates and a large number of second wall plates, and the effects of claims 1 and 2 In addition to the achievement of this, there are practical benefits that help maintain health during evacuation and protect the vulnerable, such as disabled and elderly.
請求項5の発明は、筐体の床に第1開口部を形成し、第1開口部は建屋の床下に備えた収納室に繋がり、収納室に、生活用品を保管するか、或いは簡易トイレ、冷蔵庫、又は冷凍庫の機器の中から、何れか一つ、又は複数を付設する構成とした災害用のシェルタであり、請求項1・2の効果の達成と、併せて、避難時の生命、及び/又は、健康維持と、少なくとも、障害者、老人等の弱者の保護、及び/又は、滞在に役立つ実益がある。 According to a fifth aspect of the present invention, a first opening is formed in the floor of the housing, the first opening is connected to a storage room provided under the floor of the building, and household articles are stored in the storage room or a simple toilet. , A shelter for disaster that has one or more of the refrigerator or freezer equipment, and the achievement of the effects of claims 1 and 2 together with the life in evacuation, And / or have benefits that help maintain health and at least protect the weak, such as disabled and elderly, and / or stay.
請求項6の発明は、建屋の床に第2開口部を形成し、第2開口部は収納室に繋がり、収納室に、生活用品を保管するか、或いは簡易トイレ、冷蔵庫、又は冷凍庫の機器の中から、何れか一つ、又は複数を付設する構成とした災害用のシェルタであり、請求項5と同じ効果が期待できる。 In the invention of claim 6, the second opening is formed in the floor of the building, the second opening is connected to the storage room, and the daily necessities are stored in the storage room, or a simple toilet, a refrigerator, or a freezer device. The disaster shelter has a configuration in which any one or a plurality of them are attached, and the same effect as that of claim 5 can be expected.
図1〜図6に示した筐体(躯体)形状の単独シェルタAに関して説明すると、柱材1(木製角材)を、図1、図2−1に示したように構築(組付けて)し、シェルタAの骨格A1を造り上げる。骨格A1の柱は、図2−2(イ)は正面より視た要部であって、図2−2(ロ)は、上より視た状態であり、柱材1の立設方向(矢視X)の対峙面100、101には、凹溝2、2aを形成する。また図2−2(ハ)は上より視た状態であり、シェルタAの角隅の各柱材1の交差面102(対峙面100、又は対峙面101に交差する面)には、凹溝2bを形成する。基礎の土台3に立設した多数本の柱材1の対峙面100、101にある凹溝2、2aにそれぞれ、望ましくは、28mm厚(一例であり、板厚は、必要時、変更するし、又は時代の流れに準ずる。以下同じ、)の壁板5、5……(以下5等とする。第1壁板)を差込み支持する(シャクリ嵌めで支持する)。また、併せて、骨格A1の角隅に当たる交差面102と対峙面100、又は対峙面101との間にある凹溝2bと凹溝2、2aとにそれぞれ、望ましくは、28mm厚の壁板5等を差込み支持する。この多数本の柱材1間への各壁板5等の構築をもって壁A2の一部壁A2−1が構築される。この一部壁A2−1を行った後(同時進行も可能)、外壁板6(第2壁板)を構築するが、望ましくは、柱材1の外面103に設けるとともに、壁板5と外壁板6との間に多数本の間柱7……(以下7等)を介在させて(壁板5、及び外壁板6とともに)強度の向上(外圧対抗力向上)を図る。外壁板6の厚みは、望ましくは、12mmとする。土台3は布基礎4の上に設ける。また、壁板5、及び/又は、外壁板6等は、必要により、二重とし(内張り、又は外張り等)、内壁、又は外壁とすることで強度の向上を図る(図5−2参照)。 1 to 6, the single shelter A in the shape of the casing (container) will be described. The column 1 (wooden square) is constructed (assembled) as shown in FIGS. 1 and 2-1. The skeleton A1 of the shelter A is built up. The pillar of the skeleton A1 is a main part when viewed from the front in FIG. 2-2 (b), and FIG. 2-2 (b) is in the state viewed from above. Grooves 2 and 2a are formed in the facing surfaces 100 and 101 of view X). Further, FIG. 2-2 (C) is a state as viewed from above, and a concave groove is formed on the intersecting surface 102 (the surface 100 or the surface intersecting the surface 101) of each column member 1 at the corner of the shelter A. 2b is formed. Each of the concave grooves 2 and 2a on the facing surfaces 100 and 101 of a large number of pillars 1 erected on the foundation base 3 is preferably 28 mm thick (an example is provided, and the plate thickness is changed when necessary. , Or according to the flow of the times. The same shall apply hereinafter.) Wall plates 5, 5... (Hereinafter referred to as 5 etc., the first wall plate) are inserted and supported (supported by shank fitting). In addition, preferably, the wall plate 5 having a thickness of 28 mm is provided in each of the concave groove 2b and the concave grooves 2 and 2a between the intersecting surface 102 corresponding to the corner of the skeleton A1 and the opposing surface 100 or the opposing surface 101. Insert and support etc. A partial wall A2-1 of the wall A2 is constructed with the construction of the wall plates 5 and the like between the multiple pillars 1. After this partial wall A2-1 is performed (simultaneous progress is possible), the outer wall plate 6 (second wall plate) is constructed. Preferably, the outer wall 103 and the outer wall are provided on the outer surface 103 of the column member 1. A large number of studs 7 (hereinafter referred to as 7 etc.) are interposed between the plate 6 (together with the wall plate 5 and the outer wall plate 6) to improve the strength (improve the resistance to external pressure). The thickness of the outer wall plate 6 is desirably 12 mm. The base 3 is provided on the cloth foundation 4. In addition, the wall plate 5 and / or the outer wall plate 6 and the like are doubled (lining or lining) if necessary, and the inner wall or outer wall is used to improve the strength (see FIG. 5-2). ).
図2−3、又は図7に示した天井A3においては、軒桁A3−1、又は妻梁A3−2に柱材1で示した構造を利用し、多数本の軒桁A3−1……(以下A3−1等とする)、又は妻梁A3−2……(以下A3−2等とする)か、又は図示しないが、軒桁A3−1、及び/又は、妻梁A3−2の各凹溝(図示しない)に天井板8……(以下8等とする)を、載置か、又は差込み支持する。また図1の如く、天井板8等を、軒桁A3−1等、又は妻梁A3−2等に載置し(図1、図2−1等)、この天井板8等、及び/又は、軒桁A3−1等、又は妻梁A3−2等に重ねるように天井板8等と、補強用の垂木10……を構築する。図中11は天井板8等の室内側に設けた補強板(補強柱)であり、垂木10等と同じ位置関係に設けることで、補強面(押圧対抗力向上)とか取付け手段の簡易化から望ましいと考えられる。尚、天井板8間にも補強板11−1を付設するとともに、この補強板11−1と、又は軒桁A3−1等、又は妻梁A3−2等と直交する位置関係(格子形態)とする。図1と、図2−12等に示すように、上下の天井板8等間に空間空気層部80……(以下80等とする)を形成して、緩衝スペースとして活用することで、より衝撃緩和に有効である。この空間空気層部80の考えは、図示しないが、前述した壁A2にも当然採用できる。天井A3には、防水シートを布設する。 In the ceiling A3 shown in FIG. 2-3 or FIG. 7, the structure shown by the column material 1 is used for the eaves girder A3-1 or the span beam A3-2, and a large number of eaves girder A3-1 ... (Hereinafter referred to as A3-1 etc.), or Tsumara A3-2 (hereinafter referred to as A3-2 etc.) or although not shown, eaves girder A3-1 and / or A ceiling plate 8 (hereinafter referred to as 8 etc.) is placed on or inserted into each concave groove (not shown). Further, as shown in FIG. 1, the ceiling board 8 or the like is placed on the eaves girder A3-1 or the like or the beam A3-2 or the like (FIGS. 1 and 2-1, etc.), and / or The ceiling board 8 and the like and the rafters 10 for reinforcement are constructed so as to overlap the eaves girder A3-1 or the like or the span beam A3-2 or the like. In the figure, reference numeral 11 denotes a reinforcing plate (reinforcing column) provided on the indoor side of the ceiling plate 8 or the like. By providing the reinforcing plate (reinforcing column) in the same positional relationship as the rafter 10 or the like, the reinforcing surface (improves the pressure resistance) or simplifies the mounting means. It is considered desirable. In addition, while attaching the reinforcement board 11-1 also between the ceiling boards 8, the positional relationship (grating form) orthogonal to this reinforcement board 11-1, or eaves-girder A3-1 etc., or the span beam A3-2 etc. And As shown in FIG. 1 and FIG. 2-12 etc., by forming a space air layer part 80... (Hereinafter referred to as 80 etc.) between the upper and lower ceiling boards 8 etc., it can be used as a buffer space. Effective for shock relaxation. Although the idea of the space air layer 80 is not shown, it can be applied to the wall A2 described above. A waterproof sheet is laid on the ceiling A3.
また、図3に示したように、シェルタAには常時開放式の多数の出入口12……(以下、12とする)が、壁A2に設けられており、災害時に自動閉鎖する扉13……(以下、13とする)を備える。図4の如く、扉13は、地震、津波、風雨等の各種の災害に順応できるように、例えば、各種センサ15で働くアクチェエータか、傾斜レール及び起伏するロックピン・係止ダンパー・筋交いの組合せ、ワイヤと自動モータとの組合せ等による駆動手段16を配備し、センサ15が働き、出入口12は自動的に閉まる構造である。当然、緊急対策が講じられている。尚、図示しないが、出入口12は扉13を設けないことも有り得る。尚、出入口12は、例えば、シェルタAの壁A2の各所に、一個、又は多数個設けられるが、建屋B、一室B1とのスペースS(図6参照)、又は窓際等の危険個所等を考慮し、その数を制限する。また、大工の数(付設、施工時等において)、人数、障害者とか老人等の関係者を考慮した上で、最良の方策を検討する。また、出入口12の框は補強する。尚、建屋Bを筋交い等で補強し、シェルタAの負担軽減を図る。 Further, as shown in FIG. 3, the shelter A is provided with a number of normally open and closed entrances 12 (hereinafter referred to as 12) on the wall A2, and the door 13 is automatically closed in the event of a disaster. (Hereinafter referred to as 13). As shown in FIG. 4, the door 13 can be adapted to various disasters such as earthquake, tsunami, wind and rain, etc. The driving means 16 is provided by a combination of a wire and an automatic motor, the sensor 15 is activated, and the entrance / exit 12 is automatically closed. Naturally, emergency measures are taken. Although not shown, the doorway 12 may not be provided with the door 13. In addition, although the entrance / exit 12 is provided in each place of the wall A2 of the shelter A, for example, one or many, the building S, a space S with the room B1 (see FIG. 6), a dangerous place such as a window, etc. Consider and limit the number. Also, consider the best measures after considering the number of carpenters (at the time of installation, construction, etc.), the number of people, persons with disabilities and the elderly. In addition, the ridges at the entrance 12 are reinforced. In addition, the building B is reinforced by bracing or the like to reduce the burden on the shelter A.
図中20は床下に設けた収納庫であり、シェルタA、及び/又は、建屋B等の床A4の開口部17と連なる。この収納庫20には、生活用品、トイレ、冷蔵庫、又は衣料等の収納庫として利用する。 In the figure, reference numeral 20 denotes a storage provided under the floor, which is connected to the opening 17 of the floor A4 such as the shelter A and / or the building B. The storage 20 is used as a storage for daily necessities, toilets, refrigerators, clothing, and the like.
この一例では、柱1等と、柱1等に設けた各壁板5及び各外壁板6とにより、シェルタAの壁A2を構築するとともに、この壁に天井A3を構築することで、第1実施例のシェルタAができあがる。そして、このシェルタAは、例えば、図6の如く、建屋Bの一室B1に配備される。 In this example, the wall A2 of the shelter A is constructed by the pillar 1 and the like, and the wall plates 5 and the outer wall boards 6 provided on the pillar 1 etc., and the ceiling A3 is constructed on the wall, thereby The shelter A of the embodiment is completed. And this shelter A is deployed in one room B1 of the building B, for example, as shown in FIG.
図中21は断熱材であり、壁板5と外壁板6との間とか、天井板8間に配備される。室内の温度維持に利用する。 In the figure, reference numeral 21 denotes a heat insulating material, which is disposed between the wall plate 5 and the outer wall plate 6 or between the ceiling plates 8. Used to maintain indoor temperature.
そして、災害時に、出入口12より内部に逃げ込むことで、自動的に、扉13が閉まり安全であることと、必要時に、内部より扉13を開放して、他の人を入れることも可能である。また扉13は施錠できる。シェルタAは対抗性と密閉性等を備えており、地震、洪水、暴風雨等の災害に有効である。また必要により、浮力を備えることもあり得る。 And in the event of a disaster, the door 13 automatically closes and is safe by escaping to the inside through the doorway 12, and when necessary, the door 13 can be opened from the inside to allow other people to enter. . The door 13 can be locked. Shelter A has resistance and sealing properties and is effective for disasters such as earthquakes, floods, and storms. If necessary, buoyancy may be provided.
続いて、図7〜図12に示した建屋B一体形のシェルタAAに関して説明すると、柱材1とか、壁板5、外壁板6、間柱7とか天井板8、又は垂木10、補強板11とか補強板11−1等の構造と組付けに関しては、シェルタAと同じである。但し、出入口1200は、原則として、開閉式で施錠できる。また扉1300は、自動か手動の何れでも可能である。即ち、一般の建屋としての機能と構造とを備えている。また、シェルタAの、出入口12とか扉13とを備えることも有り得る。尚、図9に示すように、壁板5、外壁板6とは、原則として、断熱材21を備えた建屋Bの外壁B2を構築する。また、図8に示すように、壁板5、外壁板6を二重構造とすることで、建屋Bの外壁、又は内壁B3(間仕切り)となることも有り得る。 Next, the building B integrated shelter AA shown in FIGS. 7 to 12 will be described. The column material 1, the wall plate 5, the outer wall plate 6, the intermediary column 7, the ceiling plate 8, the rafter 10, the reinforcing plate 11, etc. The structure and assembly of the reinforcing plate 11-1 and the like are the same as those of the shelter A. However, in principle, the entrance / exit 1200 can be locked in an openable / closable manner. The door 1300 can be either automatic or manual. That is, it has a function and structure as a general building. Further, the shelter A may be provided with the doorway 12 or the door 13. In addition, as shown in FIG. 9, the wall board 5 and the outer wall board 6 construct | assemble the outer wall B2 of the building B provided with the heat insulating material 21 in principle. Moreover, as shown in FIG. 8, it can also become the outer wall of the building B, or the inner wall B3 (partition) by making the wall board 5 and the outer wall board 6 into a double structure.
ここで構築された(構成された)建屋Bの一室B1は、シェルタAAである。その他の構成、及び/又は、使用方法、災害時の有効性等は、前述したシェルタAと同じである。 One room B1 of the building B constructed (configured) here is a shelter AA. Other configurations and / or usage methods, effectiveness at the time of disaster, and the like are the same as those of the shelter A described above.
図13(イ)は、柱材1と妻梁A3−2との固定箇所(連結箇所)において、妻梁A3−2に楔形態の切欠いた第1合口傾斜面30aを形成し、柱材1の上端面に楔形態の切欠いた第2合口傾斜面30bを形成する。この合口関係では、楔効果が発生する。従って、外部からの衝撃、押圧等の荷重に対して、耐え得る特徴がある。また、例えば、矢視方向からの衝撃に対して有効性が考えられる。尚、この関係は、柱材1と土台3との固定箇所でも同様である。以上の合口関係を確保し、初期の目的を達成できる。尚、(ロ)は、第1・第2合口傾斜面30a・30bの形態に変化を持たせたものであり、強度の向上が、より図れると考えられる。また、図14は、床基礎を構成する、例えば、大引き22と柱材1との合口関係を示している。この例は、例えば、上下方向衝撃・荷重に耐え得る特徴と、前述と同様に、例えば、矢視方向からの衝撃に対して有効性が考えられる。 In FIG. 13 (a), a first joint inclined surface 30a having a wedge-shaped notch is formed in the end beam A3-2 at a fixed position (connection position) between the column member 1 and the end beam A3-2. A second wedge-shaped inclined surface 30b having a wedge-shaped notch is formed on the upper end surface of the rim. In this joint relationship, a wedge effect occurs. Therefore, it has a feature that can withstand loads such as external impacts and pressures. Further, for example, the effectiveness can be considered against an impact from the direction of the arrow. Note that this relationship is the same at the fixed portion between the column member 1 and the base 3. The above-mentioned joint relationship can be secured and the initial purpose can be achieved. Note that (b) is a change in the form of the first and second joint inclined surfaces 30a and 30b, and it is considered that the strength can be further improved. Moreover, FIG. 14 has shown the abutment relation of the large pull 22 and the pillar material 1 which comprises a floor foundation, for example. In this example, for example, it is possible to withstand the impact in the vertical direction and the load, and the effectiveness can be considered for the impact from the arrow direction, for example, as described above.
前述した各実施例等は、本発明の好ましい一例の説明である。各実施例とか図面に限定されない。従って、発明の趣旨の範囲において構成の一部を変更する構造とか、同じ特徴と効果を達成できる構造、等は、本発明の範疇である。 Each of the above-described embodiments is a preferred example of the present invention. It is not limited to each embodiment or drawing. Therefore, a structure in which a part of the configuration is changed within the scope of the invention, a structure capable of achieving the same characteristics and effects, and the like are within the scope of the present invention.
1 柱材
100 対峙面
101 対峙面
102 交差面
103 外面
2 凹溝
2a 凹溝
2b 凹溝
3 土台
4 布基礎
5 壁板
6 外壁板
7 間柱
8 天井板
80 空間空気層部
10 垂木
11 補強版
11−1 補強版
12 出入口
1200 出入口
13 扉
1300 扉
15 センサ
16 駆動手段
17 開口部
20 収納庫
21 断熱材
22 大引き
30a 第1合口傾斜面
30b 第2合口傾斜面
A シェルタ
AA シェルタ
A1 骨格
A2 壁
A2−1 一部壁
A3 天井
A3−1 軒桁
A3−2 妻梁
A4 床
B 建屋
B1 一室
B2 外壁
B3 内壁
DESCRIPTION OF SYMBOLS 1 Column material 100 Opposite surface 101 Opposite surface 102 Intersection surface 103 Outer surface 2 Concave groove 2a Concave groove 2b Concave groove 3 Base 4 Fabric foundation 5 Wall plate 6 Outer wall plate 7 Intermediary column 8 Ceiling plate 80 Space air layer part 10 Rafter 11 Reinforcement plate 11 DESCRIPTION OF SYMBOLS -1 Reinforcement plate 12 Entrance / exit 1200 Entrance / exit 13 Door 1300 Door 15 Sensor 16 Drive means 17 Opening part 20 Storage 21 Heat insulating material 22 Large drawing 30a 1st entrance slope surface 30b 2nd entrance slope surface A shelter AA shelter A1 skeleton A2 wall A2 -1 Partial wall A3 Ceiling A3-1 House girder A3-2 Tsumara A4 Floor B Building B1 One room B2 Outer wall B3 Inner wall
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Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH094275A (en) * | 1995-06-22 | 1997-01-07 | Sutotsuku:Kk | House with earthquakeproof refuge room |
JP3149194U (en) * | 2008-09-08 | 2009-03-19 | 株式会社プログレス | Steel panel type seismic shelter |
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Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
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JPH094275A (en) * | 1995-06-22 | 1997-01-07 | Sutotsuku:Kk | House with earthquakeproof refuge room |
JP3149194U (en) * | 2008-09-08 | 2009-03-19 | 株式会社プログレス | Steel panel type seismic shelter |
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