JP4152957B2 - Skeletal shell and simplified building - Google Patents

Skeletal shell and simplified building Download PDF

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JP4152957B2
JP4152957B2 JP2005020441A JP2005020441A JP4152957B2 JP 4152957 B2 JP4152957 B2 JP 4152957B2 JP 2005020441 A JP2005020441 A JP 2005020441A JP 2005020441 A JP2005020441 A JP 2005020441A JP 4152957 B2 JP4152957 B2 JP 4152957B2
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十 嵐 達 憲 五
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五十嵐 達憲
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この発明は、繊維強化樹脂(以下、FRPという。)製で組立式となる建屋に関連するあらゆる分野をその技術分野とするものであって、簡易建屋を製造する分野は勿論のこと、その製造に必要とする設備、器具類を提供、販売する分野から、それら資材や機械装置、部品類に必要となる素材、例えば、木材、石材、各種繊維類、プラスチック、各種金属材料等を提供する分野、それらに組み込まれる電子部品やそれらを集積した制御関連機器の分野、各種計測器の分野、当該設備、器具を動かす動力機械の分野、そのエネルギーとなる電力やエネルギー源である電気、オイルの分野といった一般的に産業機械と総称されている分野、更には、それら設備、器具類を試験、研究したり、それらの展示、販売、輸出入に係わる分野、将又、それらの使用の結果やそれを造るための設備、器具類の運転に伴って発生するゴミ屑の回収、運搬等に係わる分野、それらゴミ屑を効率的に再利用するリサイクル分野、その他現時点で想定することのできない新たな分野までと、関連しない技術分野はない程である。     The present invention has all the fields related to the building made of fiber reinforced resin (hereinafter referred to as FRP) as an assembly type, and includes the field of manufacturing a simple building as well as its manufacturing. From the field of providing and selling the equipment and instruments necessary for the field, the field of providing materials, machinery and equipment, parts necessary for such materials, such as wood, stone, various fibers, plastics, various metal materials, etc. , The field of electronic components incorporated in them, the field of control-related equipment that integrates them, the field of various measuring instruments, the field of power equipment that moves the equipment and instruments, the field of electricity and oil as the energy and energy source Fields generally referred to as industrial machinery, and more, testing, researching those facilities and equipment, fields related to their display, sales, import and export, generals, As a result of the use of waste, facilities for making it, fields related to the collection and transportation of garbage waste generated by the operation of equipment, the recycling field that efficiently reuses such waste waste, and other current assumptions There are so many new fields that cannot be done and unrelated technical fields.

(着眼点)
一般に屋外に設置される車庫や倉庫等の建屋には、極簡易的なものとして亜鉛鍍金鋼管製の複数本のアーチ型湾曲パイプを、適宜間隔置き毎、棟方向に配列された門形に立設してビニールシートでトンネル状に覆ったものが広く普及しているが、使用素材の性質上数年でビニールシートが劣化し始め、その後、鉄パイプにも地中打込み部分付近から錆が発生してしまい、凡そ3ないし5年で廃棄、交換時期を迎えてしまうことから、比較的短期間のみの使用目的に制限され、また、他の組立型建屋として合成樹脂塗装を施した亜鉛鍍金鋼板製の外壁および屋根を組み合わせ、ボルト・ナットで連結するようにした金属製ガレージも多く見受けられるが、このタイプのものでは長期の使用によって塗装や鍍金の劣化が起こって通常10年弱程度の期間で錆が発生してしまい、再塗装や錆発生部分の交換あるいは建替え等の必要に迫られてしまうという欠点をもち、特に沿岸部の潮水の影響を受け易い地域ではさらにその耐久年数を縮めてしまう上、主や近くに隣接、設置した場合、その形状、構造に由来して落雪による屋根や側壁の変形、破損を避け得ない等、設置場所にも制限を受けるものであった。
(Viewpoints)
In general, buildings such as garages and warehouses that are installed outdoors are standing in the form of multiple arched curved pipes made of galvanized steel pipes arranged in the ridge direction at appropriate intervals, as an extremely simple one. Installed and covered in a tunnel with a vinyl sheet is widespread, but due to the nature of the material used, the vinyl sheet began to deteriorate in a few years, and then rust also occurred in the iron pipe near the underground implantation part Therefore, it will be discarded and replaced in about 3 to 5 years, so it is limited to the purpose of use only for a relatively short period of time, and galvanized steel sheet coated with synthetic resin as another assembly type building There are many metal garages that are made by combining bolts and nuts with a combination of outer walls and roof made of metal. However, with this type of paint, the deterioration of the coating and plating occurs over a long period of time, usually less than 10 years. It has the disadvantage that rust will be generated in the period, and it will be necessary to repaint, replace the rusted part or rebuild, especially in areas that are easily affected by tidal water in the coastal area. In addition to being shrunk, when it is installed adjacent to the main or nearby, the installation location is also limited, such as the deformation and breakage of the roof and side walls due to falling snow due to its shape and structure.

(従来の技術)
こうした金属製材料やビニールシートを利用した車庫や倉庫等の建屋が持つ欠点を解消する技術には、これまでにも、例えば特開平10―121752号公報に開示された「組み立て式簡易バンガロー」発明のように、4分の1球殻を2個組み合わせて半球状の屋根とした2個のFRP製の屋根部材と円筒体を縦2分割して適宜開閉扉部材等を付設した2個のFRP製の壁部材とを組み合わせ、外側全体を雪付着分材である網体で被覆し、積雪によってかまくら状態となるようにした事例や、特開2000‐120171号公報「簡易組立円形住宅」発明に見られる、複数に分割されたFRP製の分体を円形に敷設した固定台の上に、分体相互の下部を連結板で、また上部の最上部固定縁を支持枠で連結固定してなる本体と、この支持枠を2本の支柱によって支え、昇降杆の上杆に固定された天井ドームを前記最上部固定縁に被せ、支柱に配設した取付部材に昇降杆の下杆を上下動可能に取り付けた採光、換気、排煙を調節する手段とからなるようにしたもの、あるいは特開2000−120227号公報に掲載された「FRP製屋根構造体」発明のように、間隔をもって対向配置されたFRP層と、両FRP層と一体的に接合されたリブとを有し、且つ単位幅当りの曲げ剛性を5×107Kg・mm2以上としたものや、実開昭60−164501号公報「組立式モノコック屋根」考案にある、建物方形屋根の頂点を境に分割した複数枚のFRP製三角形板同士を、各三角形板の外縁に沿って上方に突設した連結用リブ間に合成樹脂系の接着剤を塗布し、接合させたリブを複数本のボルト・ナットで連結、組み立て可能としたもの等が相次いで開発されている。
(Conventional technology)
As a technique for solving the drawbacks of buildings such as garages and warehouses using such metal materials and vinyl sheets, the “assembled simple bungalow” invention disclosed in, for example, JP-A-10-121752 has been proposed. Like this, two FRP roof members made of a hemispherical roof by combining two quarter-shells and two FRPs with a cylindrical body divided into two vertically and appropriately provided with an opening / closing door member, etc. In case of combining with a wall member made of metal, covering the entire outside with a net that is a snow-attached material, and making it a kamakura state by snow accumulation, and Japanese Patent Application Laid-Open No. 2000-120171 “Simple Assembly Circular House” Invention On the fixed base where the FRP divisions divided into a plurality of parts are laid circularly, the lower part of each part is connected with the connecting plate, and the uppermost fixed edge on the upper part is connected and fixed with the support frame. The main body and this support frame The ceiling dome, which is supported by the upper column of the lifting / lowering rod, is fixed on the uppermost fixed edge, and the lower / lower rod of the lifting / lowering rod is mounted on the mounting member on the column so that it can be moved up and down. FRP layers arranged to face each other with a gap as in the invention described in Japanese Patent Laid-Open No. 2000-120227, “FRP roof structure”, and both FRP layers And a flexural rigidity per unit width of 5 × 10 7 Kg · mm 2 or more, or in the idea of “Assembling type monocoque roof” in Japanese Utility Model Publication No. 60-164501. Apply a synthetic resin adhesive between the FRP triangular plates divided at the top of the building square roof between the connecting ribs projecting upward along the outer edge of each triangular plate. Multiple ribs A series of bolts and nuts that can be connected and assembled are being developed.

これら従前から提案されているものの多くは、屋根材など外郭体として何れも高い強度と錆びない性質とをもつFRP製を使用することによって耐候性の向上や耐久寿命の延長等を達成しようとしたものとなっているが、バンガローや住宅等を対象とするものが多く、車庫や倉庫等に実際に応用しようとすると形状や構造が適用できないものが殆どであり、前記した例の中、特開2000‐120227号公報に見た「FRP製屋根構造体」の場合、水平な棟を有するようにして車庫や倉庫用の建屋に好都合な形状の屋根となっているものの、隣接する建築物からの落氷や落雪を受けた際に平板状のFRP板で受け止めることとなる結果、肉厚寸法をそれなりに大きく設定しなければ充分な弾性強度を確保するのが困難となるだけではなく、耐積雪荷重上からも必ずしも望ましい形状のものとする訳にはいかないものであり、その他のものも含め、どれもその構造上から構成部材荷重が重くならざるを得なく、組み立ての際の取扱いだけではなく、搬送、保管上からも不利になる上、何よりも比較的高価につくFRP使用量が嵩み、商品単価として不利なものとならざるを得ないものであった。
(1)特開平10―121752号公報 (2)特開2000‐120171号公報 (3)特開2000‐120227号公報 (4)実開昭60‐164501号公報
Many of those previously proposed have attempted to achieve improved weather resistance, extended durability, etc. by using FRP made of high strength and non-rusting properties, such as roofing materials. However, most of them are intended for bungalows, houses, etc., and most of them cannot be applied to shapes and structures when actually applied to garages or warehouses. In the case of the “FRP roof structure” as seen in Japanese Patent Publication No. 2000-120227, the roof is shaped like a garage or warehouse building so as to have a horizontal wing, but from the adjacent building. As a result of being caught by a flat FRP plate when receiving ice or snowfall, it is not only difficult to ensure sufficient elastic strength unless the wall thickness is set to be large, In terms of snow load, it is not always possible to make it into a desirable shape, and the load of component parts, including others, must be heavy from the structure. In addition, it is disadvantageous in terms of transportation and storage, and the amount of FRP used that is relatively expensive is bulky, and it must be disadvantageous as a product unit price.
(1) Japanese Patent Laid-Open No. 10-121752 (2) Japanese Patent Laid-Open No. 2000-120171 (3) Japanese Patent Laid-Open No. 2000-120227 (4) Japanese Utility Model Laid-Open No. 60-164501

(問題意識)
この発明は、以上のように従前までのFRP製の簡易的建築物がバンガローや住宅等を対象とするものばかりで、車庫や倉庫のような簡易な構造で収納効率を求めるようにしたものとしては殆ど提供されておらず、有ったとしても車両の出入りや荷物の出し入れ、および収納性をも考慮してなのか、平面形状のFRP製構成部材の組み合わせによるものであり、積雪による荷重や隣接する建築物からの落氷や落雪等にも耐える強度を有するものとするには不利であり、それを解消しようとすると、それでなくても比較的高価なFRP製のものが更に高価についてしまうという問題があり、それに何よりも取扱い性に劣るという点も避けられないことから、それら問題もなく、しかも少人数、精々二人も居れば簡単に組み立てることができ、海岸に近くて塩害を受け易いところや降雪地帯での使用でも耐候性、耐久強度上で有利な素材であるFRPを使った車庫あるいは倉庫等に適した建屋の開発、実用化が、特に自らが所在する環境の周辺で切望されている。
(Awareness of problems)
In the present invention, as described above, the conventional FRP simple buildings are only intended for bungalows and houses, and the storage efficiency is calculated with a simple structure such as a garage or a warehouse. Is not provided, and even if there is, it is due to the combination of planar FRP components, considering whether the vehicle enters and exits and luggage is taken in and out, and the load caused by snow accumulation and It is disadvantageous to have the strength to withstand icy and falling snow from adjacent buildings, and if it is attempted to eliminate it, a relatively expensive FRP product will be even more expensive. In addition, it is inevitable that it is inferior in handling, so there is no such problem, and it can be easily assembled if there are a small number of people and at least two people. Development and commercialization of buildings suitable for garages or warehouses using FRP, which is an advantageous material in terms of weather resistance and durability even when used in places that are prone to salt damage and in snowy areas. It is anxious around the environment.

(発明の目的)
そこで、上述のような問題意識に立脚するこの発明は、高い耐久強度を有して錆びない素材であるFRPを使って高い収納効率を実現でき、しかも、積雪や隣接する建築物等からの落氷および落雪に対しても充分に耐え得るだけの形状、構造とした新たな建屋を提供することはできないものかとの判断から、逸速くその開発、研究に着手し、長期に渡る試行錯誤と幾多の試作、実験とを繰り返してきた結果、今回、遂に新規な構造の左右一対の骨格殻体、およびそれによる新規な構造の簡易建屋を実現化することに成功したものであり、以下では、図面に示すこの発明を代表する実施例と共に、その構成を詳述することとする。
(Object of invention)
Therefore, the present invention based on the above-mentioned problem awareness can realize high storage efficiency using FRP, which is a material that has high durability and does not rust, and is also capable of falling from snow and adjacent buildings. Judging from whether it would be possible to provide a new building with a shape and structure that can sufficiently withstand ice and snowfall, we quickly started its development and research, and took many trials and errors over many years. As a result of repeating trial manufacture and experiment, we succeeded in realizing a pair of left and right skeletal shells with a new structure, and a simple building with a new structure. The construction of the present invention will be described in detail together with the embodiment representing the present invention.

(発明の構成)
図面に示すこの発明を代表する実施例からも明確に理解されるように、この発明の骨格殻体は、基本的に次のような構成から成り立っている。
即ち、所定の間口寸法と高さ寸法とに設定されたアーチ形を半裁して得られる左右対称形の半裁アーチ断面同士で、夫々所定同一奥行き寸法とした一対の左右アーチ面材部からなり、それら左右各アーチ面材部は、夫々全体が極力薄肉厚とした繊維強化樹脂製であって、上下方向に連通し、下方から上方に向うに従って深さを暫減させるよう規制した補強用溝が、前後方向に複数本平行するよう配された形状のものとすることにより、それら正面形および背面形とも、その外形輪郭が下方から上方に渡って見掛厚みを暫減させるようにした形状のものにすると共に、それら何れの上下および前後各端縁には、元のアーチ形の一部として同じ姿勢に維持した状態において真下または真横方向で内向きになるようにした所定巾の補強兼連結用リブが、全周に渡って一体成形されてなるものとした構成を要旨とする簡易建屋組立用の左右一対の骨格殻体である。
(Structure of the invention)
As clearly understood from the embodiments representing the present invention shown in the drawings, the skeleton shell of the present invention basically comprises the following configuration.
That is, it is composed of a pair of left and right arch face material portions each having a predetermined same depth dimension, in a half-cut arch section obtained by half-cutting an arch shape set to a predetermined frontage dimension and height dimension, Each of the left and right arch face material parts is made of a fiber reinforced resin that is made as thin as possible as a whole, and has a reinforcing groove that communicates in the vertical direction and regulates the depth to be gradually reduced from the bottom to the top. By adopting a shape that is arranged in parallel in the front-rear direction, both the front shape and the back shape have a shape in which the outer shape contour is reduced from the bottom to the top, and the apparent thickness is temporarily reduced. In addition, the upper and lower and front and rear edges of each of them are reinforced and connected with a predetermined width so as to face inward in the directly below or directly lateral direction while maintaining the same posture as a part of the original arch shape. Ribs for A pair of skeletal shell for simple building assembly to subject matter the configuration shall become integrally molded along the entire circumference.

この基本的な構成によるものをより具体的なものとして示せば、 所定の間口寸法と高さ寸法とに設定されたアーチ形を半裁して得られる左右対称形の半裁アーチ断面同士で、夫々所定同一奥行き寸法とした一対の左右アーチ面材部からなり、それら左右各アーチ面材部は、夫々全体が2ないし3mm程度の肉厚とした繊維強化樹脂製であって、上下方向に連通し、下方から上方に向うに従って深さを暫減させるよう規制した補強用溝が、前後方向に複数本平行するよう配された形状のものとすることにより、それら正面形および背面形とも、その外形輪郭が下方から上方に渡って見掛厚みを暫減させるようにした形状のものにすると共に、それら何れの上下および前後各端縁には、元のアーチ形の一部として同じ姿勢に維持した状態において真下または真横方向で内向きになるようにした30ないし100mm巾とした補強兼連結用リブが、全周に渡って一体成形されてなる簡易建屋組立用の左右一対の骨格殻体ということができる。     If this basic configuration is shown as a more specific one, the half-circular arch sections obtained by half-cutting the arch shape set to the predetermined frontage dimension and height dimension are each predetermined. It consists of a pair of left and right arch face material parts having the same depth dimension, and each of the left and right arch face material parts is made of fiber reinforced resin having a thickness of about 2 to 3 mm as a whole, and communicates in the vertical direction. By forming a plurality of reinforcing grooves, which are regulated so as to reduce the depth for some time as they go from the bottom to the top, they are arranged in parallel in the front-rear direction. The shape is such that the apparent thickness is gradually reduced from the bottom to the top, and the upper, lower, and front and rear edges are maintained in the same posture as part of the original arch shape. smell It is a pair of left and right skeletal shells for simple building assembly, in which the reinforcing and connecting ribs having a width of 30 to 100 mm that are inwardly oriented in the direction directly below or right side are integrally formed over the entire circumference. it can.

(関連する発明)
上記した簡易建屋組立用の左右一対の骨格殻体に関連し、この発明には、それらの複数個を適宜組み合わせてなる簡易建屋も包含しており、その構成は基本的に次の通りである。
即ち、所定の間口寸法と高さ寸法とに設定されたアーチ形を半裁して得られる左右対称形の半裁アーチ断面同士で、夫々所定同一奥行き寸法とした一対の左右アーチ面材部からなり、それら左右各アーチ面材部は、夫々全体が極力薄肉厚とした繊維強化樹脂製であって、上下方向に連通し、下方から上方に向うに従って深さを暫減させるよう規制した補強用溝が、前後方向に複数本平行するよう配された形状のものとすることにより、それら正面形および背面形とも、その外形輪郭が下方から上方に渡って見掛厚みを暫減させるようにした形状のものにすると共に、それら何れの上下および前後各端縁には、元のアーチ形の一部として同じ姿勢に維持した状態において真下または真横方向で内向きになるようにした所定巾の補強兼連結用リブが、全周に渡って一体成形されてなるものとした左右一対の骨格殻体の複数組を、夫々が元のアーチ形となるように組み合わせたまま前後方向に並置させ、対峙する補強兼連結用リブ相互で連結して所定奥行のアーチ状空間を形成した上、一方端開口を出入り口とし、他方端全開口に背面壁を装着、封鎖してなる、上述した左右一対の骨格殻体による簡易建屋である。
(Related invention)
In relation to the pair of left and right skeleton shells for assembling the simple building described above, the present invention also includes a simple building formed by appropriately combining a plurality of them, and the configuration is basically as follows. .
That is, it is composed of a pair of left and right arch face material portions each having a predetermined same depth dimension, in a half-cut arch section obtained by half-cutting an arch shape set to a predetermined frontage dimension and height dimension, Each of the left and right arch face material parts is made of a fiber reinforced resin that is made as thin as possible as a whole, and has a reinforcing groove that communicates in the vertical direction and regulates the depth to be gradually reduced from the bottom to the top. By adopting a shape that is arranged in parallel in the front-rear direction, both the front shape and the back shape have a shape in which the outer shape contour is reduced from the bottom to the top, and the apparent thickness is temporarily reduced. In addition, the upper and lower and front and rear edges of each of them are reinforced and connected with a predetermined width so as to face inward in the directly below or directly lateral direction while maintaining the same posture as a part of the original arch shape. Ribs for For reinforcement and connection, multiple pairs of left and right pair of skeleton shells, which are integrally molded over the entire circumference, are juxtaposed in the front-rear direction while being combined so that each has the original arch shape. A simple building composed of a pair of left and right skeleton shells as described above, wherein the ribs are connected to each other to form an arched space having a predetermined depth, and one end opening is used as an entrance and the other end full opening is attached and sealed with a back wall. It is.

より具体的には、所定の間口寸法と高さ寸法とに設定されたアーチ形を半裁して得られる左右対称形の半裁アーチ断面同士で、夫々所定同一奥行き寸法とした一対の左右アーチ面材部からなり、それら左右各アーチ面材部は、夫々全体が極力薄肉厚とした繊維強化樹脂製であって、上下方向に連通し、下方から上方に向うに従って深さを暫減させるよう規制した補強用溝が、前後方向に複数本平行するよう配された形状のものとすることにより、それら正面形および背面形とも、その外形輪郭が下方から上方に渡って見掛厚みを暫減させるようにした形状のものにすると共に、それら何れの上下および前後各端縁には、元のアーチ形の一部として同じ姿勢に維持した状態において真下または真横方向で内向きになるようにした所定巾の補強兼連結用リブが、全周に渡って一体成形されてなるものとした左右一対の骨格殻体の複数組を、夫々が元のアーチ形となるように組み合わせたまま前後方向に並置させ、対峙する補強兼連結用リブ相互で連結して所定奥行のアーチ状空間を形成した上、一方端開口の適宜上側範囲だけを妻梁様破風板で閉鎖状に装着、連結してその下側を出入口とし、他方端全開口には背面壁を装着、封鎖してなるものとした簡易建屋ということが可能である。     More specifically, a pair of left and right arch face materials each having a predetermined same depth dimension in the left and right symmetrical half cut arch sections obtained by half cutting an arch shape set to a predetermined frontage dimension and height dimension. These left and right arch face material parts are each made of fiber reinforced resin that is made as thin as possible as a whole, and communicated in the vertical direction and regulated to reduce the depth as it goes from the bottom to the top. By using a plurality of reinforcing grooves that are arranged in parallel in the front-rear direction, the outer contour of both the front and rear shapes can be reduced slightly from the bottom to the top. And a predetermined width at each of the upper and lower and front and rear edges of each of them so that they are directed inward in the directly below or right to side direction while maintaining the same posture as a part of the original arch shape. Reinforcement cum A plurality of pairs of left and right skeleton shells that are formed by integrally molding the linking ribs over the entire circumference are juxtaposed in the front-rear direction while facing each other so as to form the original arch shape, and confront each other. Reinforcing and connecting ribs are connected to each other to form an arch-shaped space with a predetermined depth, and only an appropriate upper range of one end opening is attached and connected in a closed manner with a gable-like windbreak plate, and the lower side is used as an entrance. It is possible to say that a simple building is constructed by attaching and sealing a back wall to the other end full opening.

以上のとおり、この発明の骨格殻体によれば、左右共通の半裁アーチ断面形に形成した一対の左右アーチ面材部からなり、それらは、何れも上下方向に連通し、下方から上方に向うに従って深さを暫減させるよう規制した補強用溝が、前後方向に複数本平行するよう配されていて、それら正面形および背面形とも、その外形輪郭が下方から上方に渡って見掛厚みを暫減させるようにした形状のものとして、各部のFRP素材厚みは各部とも可能な限りに薄肉厚としても、アーチ面材部全体の構造強度が、恰も材そのものの肉厚を下方から上方に向うに従って厚みを暫減させてなるものと同じよう機能する構造とした上、それら何れの上下および前後各端縁には、元のアーチ形の一部として同じ姿勢に維持した状態において真下または真横方向で内向きになるようにした所定巾の補強兼連結用リブを全周に設けてあって、元のアーチ形のものに組み立て、しかも所要の奥行のアーチ構造物になるよう連結、一体化したときには、それら連結して一体化した補強兼連結用リブ、特にその肉厚方向中心に補強芯を配してなるものにおいては尚更のこと、当該アーチ構造物における梁骨格材部として機能するようにしてあり、それら左右一対の骨格殻体の上端同士をアーチ状に突き合わせて連結したものを基本として前後に適数組を連結して形成することができ、極めて軽量化すると共に単純化した構成部材となって比較的安価なもので取り扱いも少人数で簡単に済ませながら、十分な耐久強度を有する簡易建屋が短時間の中に実現可能とするものになり、勿論それに伴って簡易建屋用として必要な骨格殻体一式の搬送、保管にも極めて都合の良いものとなることから、従前までのような問題を一挙に解決できるものになるという秀れた特徴を発揮する。     As described above, according to the skeleton shell of the present invention, the left and right arch face material portions formed in the left and right common half-cut arch cross-sectional shapes are connected to each other in the vertical direction, and are directed from below to above. A plurality of reinforcing grooves, which are regulated so as to reduce the depth for a while, are arranged so as to be parallel in the front-rear direction. Even if the thickness of the FRP material of each part is made as thin as possible, the structural strength of the entire arch face material part is directed from the bottom to the top of the wall material itself. In accordance with a structure that functions in the same manner as that obtained by reducing the thickness for a while according to the above, the upper and lower and front and rear edges of each of them are directly under or in the lateral direction while maintaining the same posture as a part of the original arch shape. When reinforcing and connecting ribs with a predetermined width that are inward are provided around the entire circumference, assembled into the original arch shape, and connected and integrated into an arch structure with the required depth In addition, the reinforcing and connecting ribs that are connected and integrated, particularly in the case where the reinforcing core is disposed at the center in the thickness direction, function as a beam skeleton member in the arch structure. Yes, it can be formed by connecting an appropriate number of pairs on the front and rear, based on what is connected to the upper ends of the pair of left and right skeleton shells in an arch shape, and is extremely lightweight and simplified. A simple building with sufficient durability can be realized in a short time while being relatively inexpensive and easy to handle with a small number of people. Conveying the necessary skeletal shell set, since it becomes good very convenient in storage, exhibit Xiu features that would those that can be resolved once the problem as to before.

そして、上記のように秀れた特徴を有するこの発明の骨格殻体によって実現する簡易建屋は、上記したとおりの一対の骨格殻体同士を組み合わせてなるものを基本に、その複数組を順次前後に連ねるように連結、一体化してアーチ状空間を形成して簡易建屋とするようにしたことから、その奥行寸法は採用骨格殻体組数によって簡単に増減調整ができる上、従来型の倉庫や車庫等のような骨組みや屋根用部品等の装着作業を一切必要とせず、極めて軽量化した一対の骨格殻体だけを継ぎ足す作業で少なくとも建屋主体の組み立てをすることができ、したがって、少人数による作業であっても迅速且つ簡便に組み立てることが可能となり、しかも組立て後の構造上理想的な形状のアーチ型に連続する外郭形状によって、海、山から直接吹きつける強風や雨雪、積雪による荷重、および近隣の建築物等からの落雪、落氷等による衝撃力などあらゆる外力を、個々の骨格殻体の形状、構造の特徴で負担し得るだけではなく、連結されて一体化された補強兼連結用リブは梁骨格材部として機能することなって同時に外力を建屋全体に分散させ、局所への外力の集中を阻止して高い耐久強度を得るものとなるという大きな効果を奏するものである。     And the simple building realized by the skeleton shell body of the present invention having the excellent features as described above is based on the combination of the pair of skeleton shell bodies as described above, and the plurality of sets are sequentially moved forward and backward. Since the arched space is formed by connecting and integrating to form a simple building, the depth dimension can be easily increased or decreased depending on the number of skeleton shells adopted, and conventional warehouses and It is possible to assemble at least the main building by adding only a pair of extremely lightweight skeletal shells without attaching any framework work such as garages or roofing parts. It is possible to assemble quickly and easily even with the work by, and sprayed directly from the sea and mountains by the outline shape that is continuous with the arch shape of the ideal shape in the structure after assembly In addition to being able to bear all external forces such as strong winds, rain and snow, loads due to snowfall, and impacts from falling snow and snow from nearby buildings, etc., not only can be borne by the shape and structural features of individual skeletal shells, but they can also be connected. The integrated reinforcing and connecting rib functions as a beam frame material part, and at the same time, disperses external force throughout the building, preventing concentration of external force locally and obtaining high durability. It has a great effect.

上記したとおりの構成からなるこの発明の実施に際し、その最良もしくは望ましい形態について説明を加えることにする。
骨格殻体は、対象とするアーチ状空間の建屋を組み立てていく上で基本となる構成部材で、当該建屋における所定の間口寸法と高さ寸法とに設定されたアーチ形を半裁して得られる左右対称形の半裁アーチ断面同士で、夫々所定同一奥行き寸法としたものであり、全体をFRP(fiber reinforced plastics)製とし、後述するような構造に形成した左右一対のアーチ面材部とそれら個々の全周縁に一体形成される所定巾の補強兼連結用リブとからなり、この左右一対の骨格殻体を左右対称に配置し、その上端で対峙する補強兼連結用リブ同士を連結、一体化して元のアーチ形状のものとした単位構成材としたとき、それらによって形成されるアーチ状構造は、骨格殻体を構成するアーチ面材部と補強兼連結用リブとが必要最小限の薄肉厚のものに設定されて取扱い性や単価上のことを配慮したものとしていても、その構成素材であるFRPの材質もさることながら、アーチ面材部の後述する所定の形状、構造と補強兼連結用リブの一体的配置とにより、何等他の部材なくしてその構造強度が保持できるようになっていて、それらアーチ状構造としたものを、建屋としての奥行に必要とする組数だけ前後に連結すれば、両妻側を除く建屋主体を実現する機能を果たすことになるものである。
In implementing the present invention having the configuration as described above, the best or desirable mode will be described.
A skeletal shell is a basic component for assembling a target arched space building, and is obtained by half-cutting an arch shape set to a predetermined frontage dimension and height dimension in the building. A pair of left and right arch face members formed in a structure as described later, which is made of FRP (fiber reinforced plastics), each having a predetermined same depth dimension between the left and right symmetric half cut arch sections. The reinforcing and connecting ribs of a predetermined width are integrally formed on the entire periphery of the frame, and the pair of left and right skeleton shells are arranged symmetrically, and the reinforcing and connecting ribs facing each other at their upper ends are connected and integrated. The arch-like structure formed by the original arch-shaped unit component is composed of the arch face material part constituting the skeleton shell, the reinforcing and connecting ribs Even if it is set to the minimum necessary thickness, considering the handling and unit price, the specified shape of the arch face material part will be described later, in addition to the material of the FRP that is the constituent material. The structure and the integral arrangement of the reinforcing and connecting ribs allow the structural strength to be maintained without any other members, and those arched structures are required for the depth of the building If the number of pairs is connected back and forth, it will fulfill the function of realizing the building main body excluding both wife sides.

左右一対のアーチ面材部は、上記骨格殻体の主要部をなす部分、つまり対象とするアーチ状空間の建屋におけるアーチ形を半裁して得られる左右対称形の半裁アーチ断面で所定単位奥行寸法のものに設定され、アーチ形建屋の外郭として風雨に曝される面として機能すると共に、取扱い性、経済性の配慮からそれ自体極力薄肉厚のFRP製としても建屋に組み立てたときの構造強度が確保できるよう、上下方向に連通し、下方から上方に向うに従って深さを暫減させるよう規制して設定した補強用溝(換言すれば、それら補強用溝の間に位置する凸条部)が、前後方向(即ち奥行方向)に複数本平行するよう配された形状のものとし、元のアーチ形状を形成するような姿勢としたときの正面形および背面形ともに、その外形輪郭が下方から上方に渡って見掛厚みを暫減させるようにした形状のものに形成されていなければならない。     The pair of left and right arch face material parts are the main part of the skeleton shell, that is, a symmetric half cut arch section obtained by half cutting the arch shape in the building of the target arched space, and a predetermined unit depth dimension. As an outer wall of the arched building, it functions as a surface that is exposed to the wind and rain, and from the consideration of handling and economy, the structure strength when assembled in the building is as thin as possible. Reinforcing grooves (in other words, ridges located between the reinforcing grooves) set in such a manner as to be vertically communicated and regulated to be reduced in depth from the lower side to the upper side so as to be secured. The outer contour of the front and back shapes is the top from the bottom when the posture is to form the original arch shape. It must be formed in a shape which is adapted to 暫減 the apparent thickness over.

その際の補強用溝の断面形状は、後述する実施例で採用しているような箱型に代表されるが、その他台形型や三角型、彎曲型などであっても略同様の機能を期待するものとして実現でき、下方から上方に向うに従って深さを暫減させる形状の溝とする際の最下端の断面形状のサイズ、およびそれからの暫減率は、半裁アーチ断面全体の大きさ、および構成素材であるFRP厚や素材種別によって適宜最適なものに設定されるようにしなければならなず、それらの要素の中、軽量化と経済性とを考慮してFRP素材からくる所定強度を得るための最低肉厚、例えば2ないし3mm程度の肉厚とすることを最優先とし、それに応じた溝の形状、サイズを最適なものに設定するようにするのが望ましく、そのFRP素材も、例えばGFRP(ガラス繊維強化樹脂)、CFRP(カーボン繊維強化樹脂)、KFRP(ケプラ繊維強化樹脂)等の中から目的用途、それに応じた材質強度、及び材料単価などを吟味、勘案して最適なものを選択、採用するか、場合によってはFRPに換えてアルミニウム合金、マグネシウム合金、チタン合金等の軽合金製としても用途によってはその目的を達成することが可能となる。
なお、建屋平面形を矩形状以外の、例えば玄関先のシェルター用の建屋などとするため、一部曲った平面形とするような場合の曲り部分に適用する左右一対のアーチ面材部については左右同形とする訳にはいかず、曲る方に位置することとなるアーチ面材部が当然小さい寸法のものに設定されなければならいことは言うまでもないことである。
The cross-sectional shape of the reinforcing groove at that time is typified by a box shape as used in the examples described later, but expects substantially the same function for other trapezoidal shapes, triangular shapes, curved shapes, and the like. The size of the cross-sectional shape at the lowermost end when the groove is shaped so that the depth is reduced gradually from the lower side to the upper side, and the temporary reduction rate from there, are the size of the entire half-cut arch cross section, and Depending on the FRP thickness and material type, which is the constituent material, it must be set to the optimum one as appropriate. Among these elements, a predetermined strength derived from the FRP material is obtained in consideration of weight reduction and economy. It is desirable to set the minimum thickness for the above, for example, a thickness of about 2 to 3 mm as the top priority, and to set the shape and size of the corresponding groove to the optimum one. GFRP (glass From the fiber reinforced resin (CFRP), carbon fiber reinforced resin (KRP), KFRP (Keplar fiber reinforced resin), etc. In some cases, the object can be achieved depending on the use even if the alloy is made of a light alloy such as an aluminum alloy, a magnesium alloy, or a titanium alloy instead of the FRP.
In addition, in order to make the building plane shape other than the rectangular shape, for example, the building for the shelter of the front door, etc., about the pair of left and right arch face material parts to be applied to the bent portion when it is a partially bent flat shape It goes without saying that the left and right isomorphisms are not the same, and it is needless to say that the arch face material portion to be located in the direction of bending must be set to a small size.

そして、骨格殻体のもう一つの構成要素である補強兼連結用リブは、上記したとおりの構成に形成された左右一対のアーチ面材部の全周、つまり上下端縁および前後端縁に渡って所定巾のものに設定された上で一体的に形成され、左右一対のアーチ面材部同士を各上端で一体化して棟相当部に形成し、各下端は土台または土台相当部へ固定するという夫々連結機能を果たすと共に、前後端縁では、それらアーチ形に組み立てられたこの骨格殻体を前後に繰り返して繋いでいくという同様の連結機能を果たすことになり、極力薄肉厚のものに形成するという制約の下に形成されなければならないアーチ面材部を、自らの溝断面形状による補強に加え、周辺部に連続、一体形成することによって更に補強するという機能を分担する一方、簡易建屋に組み立てられた後においては、相互に連結された補強兼連結用リブは二倍の厚みを有する梁骨格材部となって、軽量化と製品単価との兼ね合いから極力薄肉厚のものに形成する骨格殻体の組合せで、簡易建屋全体としても材質状では薄膜状のものとなって不安定化してしまう状態を、所定間隔置きに形成されることになるそれら梁骨格材部で構造上安定させるという重要な機能を果たすものである。     The reinforcing and connecting ribs, which are another component of the skeleton shell, extend over the entire circumference of the pair of left and right arch face members formed in the configuration as described above, that is, the upper and lower end edges and the front and rear end edges. Are formed integrally with each other with a predetermined width, and a pair of left and right arch face material portions are integrated at each upper end to form a ridge equivalent portion, and each lower end is fixed to a base or a base equivalent portion. In addition to performing the connecting function of each, and at the front and rear end edges, it will perform the same connecting function of connecting these skeletal shells assembled in an arch shape back and forth, forming a thin wall as much as possible In addition to reinforcing the arch surface material part that must be formed under the restriction of its own groove cross-sectional shape, it shares the function of further reinforcing it by continuously forming it integrally with the peripheral part, while simplifying the building After being assembled, the reinforcing and connecting ribs that are connected to each other become a beam skeleton material part that is twice as thick, and the skeleton that is formed as thin as possible from the balance of weight reduction and product unit price. By combining the shells, the simple building as a whole will be stabilized in terms of the structure of the beam skeleton material parts that will be formed at predetermined intervals even when the material is thin and unstable. It performs an important function.

したがって、この補強兼連結用リブは、アーチ面材部の前後端縁と同上端縁とにおいては、左右一対のアーチ面材部を元のアーチ形の一部に維持した姿勢において、それら各端縁から垂直方向内向きに、同下端縁では水平方向内向きになるようにし、巾寸法を3ないし10cm程度(アーチ面材部の大きさや肉厚、簡易建屋の用途、立地条件など各種条件によって変わる。)のものとし、その肉厚は、少なくとも当該アーチ面材部の肉厚と同等かそれ以上、望ましくは、上記した機能を確実に達成し、安全な簡易建屋を提供し得るようにするため、コアマット(商品名。硬化ウレタンフォームやポリ塩化ビニルフォーム、アクリルフォーム、バルサ、ラワン材などを適宜組み合わせて5mm厚程度としたもの。)などの補強材を芯材に採用してその両面をFRP加工処理を施したものとするようにし、したがって肉厚も7ないし10mm程度のものと当該アーチ面材部の肉厚よりも相当肉厚に設定するようにした上、全周に渡ってそれらが連続するものとして一体形成されるようにする外、アーチ面材部の全周縁に連続、一体形成する補強兼連結用リブの中、上端縁から一体形成するものだけを、その端縁から形成するものよりも大きい巾に設定したもの(頭の上に位置することから大きい寸法のものに設定しても邪魔になる可能性が少ないため。)とし、建屋に組み立てたときに棟木相当部位を補強し得るようにしたものとすることもできる。     Therefore, the reinforcing and connecting ribs are arranged in the posture in which the pair of left and right arch face material portions are maintained in a part of the original arch shape at the front and rear end edges and the upper end edge of the arch face material portion. Inward in the vertical direction from the edge and horizontally inward at the lower edge, the width is about 3 to 10 cm (depending on various conditions such as the size and thickness of the arch face material, the use of the simple building, and the location conditions) The wall thickness is at least equal to or greater than the wall thickness of the arch face material portion, and desirably, the above-described functions can be reliably achieved and a safe simple building can be provided. Therefore, a reinforcing material such as a core mat (trade name. Hardened urethane foam, polyvinyl chloride foam, acrylic foam, balsa, lauan material, etc., combined to a thickness of about 5 mm) is used as the core material. Both sides are assumed to have been subjected to FRP processing, so that the wall thickness is set to about 7 to 10 mm and the wall thickness corresponding to the thickness of the arch face material part, and the entire circumference is set. In addition to making them integrally formed as a continuous piece, only the one that is integrally formed from the upper end edge of the reinforcing and connecting ribs that are continuous and integrally formed on the entire periphery of the arch face material part It should be set to a width larger than that formed from the edge (because it is located on the head, so it is less likely to get in the way even if it is set to a large size), and purlin when assembled in the building It is also possible to reinforce the corresponding part.

なお、当該補強兼連結用リブの巾寸法については、必ずしも等巾である必要はなく、アーチ面材部の補強構造である溝形状のように下方から上方に向うに従って深さを暫減させるようにしたり、アーチ面材部の曲率が大きくなる箇所だけ巾広となるようにしたりとすることも可能であるが、切欠き部分のような応力集中を招き易い形状となるのは避けるべきであり、必要に応じて連結用のボルト・ナット用装着孔を適宜間隔置き毎に予め穿孔したり、連結の際に当接する面にシール剤やシール兼用接着剤の充填、定着を有利にする小溝や凹凸粗面等を形成処理して連結し得るようにしたものとすることも適宜必要に応じて採用できる。     In addition, the width dimension of the reinforcing and connecting ribs does not necessarily have to be the same width, and the depth is gradually reduced from the bottom to the top as in the groove shape that is the reinforcing structure of the arch face material portion. It is possible to make it wide only at the part where the curvature of the arch face material part becomes large, but it should be avoided that it becomes a shape that tends to cause stress concentration like a notch part. If necessary, mounting holes for bolts and nuts for connection are drilled in advance at appropriate intervals, or a small groove that is advantageous for filling and fixing a sealing agent or a seal-use adhesive on the surface that comes into contact with the connection. It is also possible to appropriately adopt a roughened surface or the like that can be connected by forming treatment.

左右一対の骨格殻体をアーチ形にしたものを基本にして目的の簡易建屋を組み立てていく際、各骨格殻体の上端および前後各端に設けられている補強兼連結用リブ相互を直接当接するか、望ましくはその当接面間にシール剤かシール兼用接着剤を塗布、充填するようにしたり、補強兼連結用リブに合わせて成形したゴム等の弾性材を介在するようにして当接箇所からの漏水を阻止する構造にした上、適宜間隔置き毎にリブ肉厚方向にボルト・ナットもしくはビスを貫通させると共に、各骨格殻体の下端の補強兼連結用リブは、土台または土台相当部と直接か、必要に応じてその間にシール剤かシール兼用接着剤を塗布、充填した上で、複数本のアンカーボルトその他金具で適宜間隔置き毎に固定した作業を前後奥行方向に所定組数分だけ繰り替えし、組み合わせることによって所望する奥行寸法としたアーチ形の簡易建屋主要部とすることができもので、この貴発明が包含するアーチ形としては、所謂一般にアーチ形と称されている半円形、尖頭形、馬蹄形の外、棟部分をキールを有する船底を上下転倒させたように水平な尾根状に隆起させたものを含むと共に、左右側壁部分も上方側が内側に傾斜したものの外に鉛直状に立ち上がった形状のものとすることもできる。     When assembling the target simplified building based on an arched pair of left and right skeleton shells, the reinforcing and connecting ribs provided at the top and front and rear ends of each skeleton shell are directly touched. Contact, or preferably contact with the contact surface by applying or filling a sealant or seal / adhesive, or by interposing an elastic material such as rubber molded to the reinforcing / connecting rib In addition to having a structure that prevents water leakage from locations, bolts, nuts, or screws are penetrated in the rib thickness direction at appropriate intervals, and the reinforcing and connecting ribs at the lower end of each skeletal shell are equivalent to the foundation or foundation Apply or fill a sealant or a seal-use adhesive between them directly or as needed, and then fix the work with multiple anchor bolts and other metal fittings at appropriate intervals in the front / rear / depth direction. By the minute In addition, the main part of the arch-shaped simple building having a desired depth dimension can be obtained by combining the arch-shape included in the present invention as a semi-circular shape generally called an arch-shape, In addition to the pointed and horseshoe-shaped, the ridge portion is raised in the shape of a horizontal ridge as if the bottom of the ship with a keel was turned upside down. It is also possible to have a shape that stands up.

簡易建屋は、上記したとおりこの発明の基本である左右一対の骨格殻体の数組を順次アーチ形に組み立てていってアーチ状空間とした所謂トンネル状の建屋としただけのものでその目的の主要な部分を達成しており、このままの構造で車庫や物置きの用をなし、また玄関先の通路上に設置すれば雨除け用のフードか、特に豪雪地帯に適用すれば雪除け無しに通路を確保する簡易な雪除けシェルターとして活用できるものとなるが、車庫や物置きとして更に充実したものにしようとすれば、前後方向に開放されたままの一方を閉鎖し他方を出入り口にするようにしたものとすることもできる。     As described above, the simple building is a so-called tunnel-like building in which several pairs of left and right skeleton shells that are the basis of the present invention are sequentially assembled into an arch shape to form an arch space. The main part has been achieved, and it is used as it is for garage and storage, and if it is installed on the entrance passage, it is a hood for rain protection, or if it is applied to heavy snow areas, there is no snow removal. It can be used as a simple snow shelter to secure the passage, but if you want to make it more substantial as a garage or storage, close one that is open in the front-rear direction and make the other the entrance It can also be made.

その際の出入り口は、収納物品の出し入れ、および必要に応じて人の出入りを可能とするだけの確保するようにして常時開放されたものとする外、適宜大きさの開閉扉や開閉シャッター等を固定的または脱着自在に装着して開閉可能なものとし、さらに施解錠可能なものとすることも可能であり、場合によっては、後述の実施例に採用しているように、補強と風雨除け用、意匠効果とを兼用するようにした妻梁様破風板を、出入り口とする開放部分の上側所定範囲に装着するようにし、その妻梁様破風板の下側に出入り口を確保するようにしたものとすることが可能である。     At that time, the doorway should be open at all times to ensure that the stored items can be taken in and out and that people can enter and exit as necessary. It can be fixed or removably attached and can be opened and closed, and it can also be locked and unlocked. In some cases, as used in the examples below, for reinforcement and wind and rain protection , The girder-like windbreak plate that is designed to be combined with the design effect is installed in the predetermined range above the open part of the doorway, and the doorway is secured on the lower side of the gable-like windbreak plate Is possible.

一方、上記出入り口とした開放部分とは反対の簡易建屋開放部分は、適宜手段(例えばこの発明の実施例のような手段)で閉鎖して一端封鎖型のアーチ状内部空間を形成したものとすれば、外界との関係を遮断して車庫や倉庫としての機能をより充実させ得るものとすることができ、その際の閉鎖手段としては、骨格殻体開放部分の開口形状に略合致した形状のものとなるよう、骨格殻体と同じようにFRP製か、それ以外のテントシートやベニア板製など適宜素材によるもので一枚板状かそれを複数に分割したものの平板状や曲面膨出状、箱型枠状構造のもの等とする外、通気性を有する格子型としたり、上側適所に換気口や換気扇等を設けたもの、あるいは壁面の適所に補強用の凹凸形状溝や突条部等を形成したものとすることもでき、必要に応じて裏口としてのドアを解施錠可能に設けたものとしてもよい。
以下では、図面に示すこの発明を代表する一実施例と共にその構造について詳述することとする。
On the other hand, the simple building opening part opposite to the opening part used as the entrance / exit is closed by an appropriate means (for example, a means as in the embodiment of the present invention) to form a one-side sealed arched internal space. For example, the function as a garage or warehouse can be improved by blocking the relationship with the outside world, and as a closing means at that time, a shape substantially matching the opening shape of the skeleton shell open part As in the case of the skeleton shell, it is made of FRP, other tent sheets or veneer plates, etc., depending on the appropriate material, one plate or divided into multiple flat plates or curved bulges In addition to a box-type frame structure, etc., a lattice type with air permeability, a ventilation opening or ventilation fan provided in the upper right place, or a concavo-convex groove or protrusion for reinforcement in the right place on the wall Etc. can also be formed, It may be those provided feasible solution lock the door as the back door in accordance with the requirements.
In the following, the structure will be described in detail together with an embodiment representative of the present invention shown in the drawings.

図1の組立て作業中にある骨格殻体の斜視図、図2の妻梁様破風板および背面板を装着する簡易建屋の斜視図、図3の左右骨格殻体の上端結合部分の断面図、図4の骨格殻体下端接地部分の断面図、図5の簡易建屋の斜視図、図6の簡易建屋の正面図、および図7の簡易建屋の背面図に示される事例は、所定の間口寸法と高さ寸法とに設定されたアーチ形を半裁して得られる左右対称形の半裁アーチ断面同士で、夫々所定同一奥行き寸法とした一対の左右アーチ面材部3,3からなり、それら左右アーチ面材部3,3は、夫々が上端から下端に掛けて次第に曲げ強度、座屈強度を高めた水平断面形に形成されると共に、元のアーチ形の一部として同じ姿勢にした状態において垂直方向で内向きになる所定巾の補強兼連結用リブ32が、上下および前後各端全周縁に渡って連続、形成されてなるものとした骨格殻体2の、左右一対を連結してアーチ状内部空間を形成した上、それらの複数組を前後方向に連結するようにして所望奥行寸法のトンネル状となる建屋主体となし、一方端開口を出入り口42、他方端開口に背面壁5を装着、閉鎖状にしてなるものとした、この発明を代表する簡易建屋の一実施例を示すものである。     FIG. 1 is a perspective view of a skeleton shell during assembly work, FIG. 2 is a perspective view of a simplified building on which the end beam-like windbreak plate and the back plate are attached, and FIG. 3 is a cross-sectional view of the upper end joint portion of the left and right skeleton shells. The examples shown in the cross-sectional view of the bottom contact portion of the skeleton shell in FIG. 4, the perspective view of the simplified building in FIG. 5, the front view of the simplified building in FIG. 6, and the rear view of the simplified building in FIG. It consists of a pair of left and right arch face material parts 3 and 3, each having a predetermined same depth dimension, in a symmetrical half-cut arch section obtained by half-cutting an arch shape set in height and height. Each of the face members 3 and 3 is formed in a horizontal cross-sectional shape in which the bending strength and the buckling strength are gradually increased from the upper end to the lower end, and in the same posture as a part of the original arch shape. Reinforcing and connecting ribs 32 of a predetermined width that are inward in the direction of In addition, a pair of left and right skeleton shells 2 formed continuously and over the entire periphery of the front and rear ends are connected to form an arched internal space, and a plurality of sets are connected in the front-rear direction. One of the simple buildings representing the present invention is a main building having a tunnel shape with a desired depth dimension, with one end opening being fitted with a doorway 42 and the other end opening being fitted with a back wall 5 to be closed. An example is shown.

この例における簡易建屋1は、その基本構造が左右一対の骨格殻体2,2を元のアーチ形に連結したものを前後方向に合計3組組み合わせによって形成されるようにしたものであり、各骨格殻体2,2は、互いに同一の寸法、形状で夫々がアーチ形を半裁して得られる左右対称形の半裁アーチ断面同士のものとして形成され、各アーチ面材部3は、図1中に示すように、極力薄肉となるよう2ないし3mm程度の厚み寸法に規制したGFRP(ガラス繊維強化樹脂)一体成型品であって、その奥行き寸法(前後方向寸法)は、所望する簡易建屋1を普通乗用車用車庫として奥行き寸法を約6mに想定し、その1/3である約2m、高さを約3mとすると共に、下端から約1.5m程度の範囲までを略垂直状に立上げ、それより上端側を正面弓なり状に湾曲させて当該簡易建屋1間口寸法を約4mに想定し、その1/2である約2mの左右巾寸法としたものである。     The simple building 1 in this example is such that the basic structure is formed by combining a pair of left and right skeleton shells 2 and 2 in the original arch shape in a total of three sets in the front-rear direction. The skeletal shells 2 and 2 are formed as symmetrical half-cut arch sections obtained by half-cutting the arch shape with the same size and shape, and each arch face material portion 3 is shown in FIG. GFRP (glass fiber reinforced resin) integrated molded product restricted to a thickness of about 2 to 3 mm so as to be as thin as possible, and its depth dimension (front-rear direction dimension) is the desired simple building 1 Assuming an ordinary passenger car garage with a depth dimension of about 6m, about 1m of that depth is about 2m, the height is about 3m, and the range from the lower end to about 1.5m is set up in a vertical direction. A bow on the upper end side Ri shape is curved assuming the simple building 1 frontage dimension of about 4m in is obtained by the lateral width dimension of about 2m is its half.

そして、この骨格殻体2は、奥行き方向40cm置き毎に20cm巾の水平断面半裁矩形状の溝を形成してそれら溝間に凸条部31,31,……を略上下端間に渡って平行状に外向き突設させたものとし、各凸条部31,31,……は、下端側付近で最大突出寸法30mm程度とした上、上方に向かうに従ってその突出高さが暫減していき、上端付近で突出寸法が略無くなるよう設定されたものとし、またその上下端縁と奥行き方向前後端縁の全周には、巾75mm程度とした補強兼連結用リブ32,32,……を、組立て後に簡易建屋1内側面となる方向であって、アーチ状に組み立てたときに上端縁、前後端縁では垂直姿勢となり、下端縁のものでは水平方向となるよう屈曲形成したものとし、しかもそれらが寸断することなく一体枠状に連続形成したものとしている。     And this frame | skeleton shell 2 forms the groove | channel of the horizontal cross-section half-cut rectangular shape of 20 cm width for every 40 cm depth direction, and ridges 31, 31, ... are substantially spanned between these grooves. The projecting ridges 31, 31,... Have a maximum projecting dimension of about 30 mm in the vicinity of the lower end side, and the projecting height is slightly reduced toward the upper side. It is assumed that the protruding dimension is substantially eliminated near the upper end, and the reinforcing and connecting ribs 32, 32,... Having a width of about 75 mm are provided around the upper and lower end edges and the front and rear end edges in the depth direction. Is the direction that becomes the inner side of the simple building 1 after assembly, and when it is assembled in an arch shape, the upper end edge, the front and rear end edges are in a vertical posture, and the lower end edge is bent in a horizontal direction, Moreover, they are integrated into a single frame without breaking It is assumed that continuous formation.

この実施例で目的の簡易建屋1を完成するために、左右一対の骨格殻体2,2を3組の外に、図2中に示すようなGFRP(ガラス繊維強化樹脂)製の妻梁様破風板4および背面壁5が必要であり、妻梁様破風板4は、左右一対の骨格殻体2,2を門型に組み合わせてアーチ型の基本形のものを形成し、それら3組を前後に順次廉潔、一体化してなる建屋主体とした上、該建屋主体の一方の開放部分である開口の上端側所定範囲を閉鎖、連結可能な概略三角平板状のものに形成され、下端縁付近に補強用の凸条部41が左右横断状に形成されたものとしてあり、また、背面壁5は、当該建屋主体の他方の開放部分である開口範囲の全てを閉鎖可能な平板形状のものとし、骨格殻体2の補強兼結合用リブ32,32に連結される外周縁付近を除く中央寄りの範囲には、上下に渡って複数の補強用水平状凸条部51,51,……を形成してある。     In order to complete the desired simple building 1 in this embodiment, the pair of left and right skeleton shells 2 and 2 are arranged in three pairs, and a GFRP (glass fiber reinforced resin) made twill beam as shown in FIG. The windbreak plate 4 and the back wall 5 are required. The wife beam-like windbreak plate 4 is formed by combining a pair of left and right skeleton shells 2 and 2 in a gate shape to form an arch-shaped basic shape, and these three sets are front and rear. It is formed into a substantially triangular flat plate shape that can be connected to the upper end side of the opening, which is one open part of the building main body, and is connected to the main body. The reinforcing protrusions 41 are formed in a laterally transverse manner, and the back wall 5 has a flat plate shape that can close the entire opening range that is the other open part of the building main body, Except for the vicinity of the outer periphery connected to the reinforcing and coupling ribs 32, 32 of the skeleton shell 2. The scope of inboard plurality of reinforcing horizontal shaped ridges 51, 51 over the upper and lower, are formed a .....

(実施例の作用)
以上のとおりの構成からなるこの発明の左右一対の骨格殻体2,2は、それら3組と共に、役ものとしての妻梁様破風板4と背面壁5との組み合わせによって車庫用としてのこの発明の簡易建屋1を組み立て可能とするものであり、その組立て手順に従って当該簡易建屋1の構造について、以下に説明を加えることとする。
設置対象敷地に、図1中に示すような、左右4m奥行き6mの範囲に間口部分を除く平面コ字型であって75mm程度の補強兼連結用リブ32の巾寸法に略一致するかあるいはそれよりも僅かに大きな巾寸法のコンクリート基礎6を形成し、該コンクリート基礎6の巾寸法略中央には鉛直状下孔61,61,……を穿孔しておき、2人の作業員の手によって3組の左右一対の骨格殻体2,2と妻梁様破風板4、背面壁5を設置対象敷地内に順次搬入する。
(Operation of Example)
The pair of left and right skeletal shells 2 and 2 of the present invention having the above-described configuration are combined with these three sets, and the present invention for a garage is provided by a combination of a gable-like windbreak plate 4 and a back wall 5 as a role. The simple building 1 can be assembled, and the structure of the simple building 1 will be described below in accordance with the assembling procedure.
As shown in FIG. 1, the installation site is a U-shaped plane that excludes the frontage part in the range of 4 m left and right and 6 m deep, and approximately matches the width of the reinforcing and connecting rib 32 of about 75 mm. A concrete foundation 6 having a slightly larger width dimension is formed, and vertical pilot holes 61, 61,... Are drilled at the center of the width dimension of the concrete foundation 6 by the hands of two workers. Three pairs of left and right skeleton shells 2 and 2, a gable-like windbreak plate 4, and a back wall 5 are sequentially carried into the installation target site.

それらの中、左右一対の骨格殻体2,2上端の補強兼連結用リブ32,32間に、図3中に示すように、シール剤7を充填した上、予め穿孔しておいた(あるいは接合後に穿孔した)約10cm間隔置き毎配置の装着孔33,33,……を、夫々対応するもの同士が同心状の配置となるよう合致させ、予め付属品として用意してあるボルト・ナット8,8,……を、座金を介して装着、締め付け操作して一体のものに連結、固定し、外観上アーチ状門型に組み立てる。     Among them, between the pair of left and right skeleton shells 2, 2, the reinforcing and connecting ribs 32, 32 are filled with a sealing agent 7 as shown in FIG. The mounting holes 33, 33,..., Which are arranged at intervals of about 10 cm (perforated after joining) are matched so that the corresponding ones are arranged concentrically, and bolts and nuts 8 prepared as accessories in advance are matched. , 8,... Are attached and tightened through a washer, and are connected and fixed to an integral one, and assembled into an arched gate shape in appearance.

これらアーチ形に組み立てた左右一対の骨格殻体2,2のものをきほんとするものであり、それら3組の夫々の骨格殻体2,2の各下端補強兼連結用リブ32,32に、図4中に示すように、工場生産工程中においてか、あるいは設置現場での電動工具などによるボーリング加工によってかの何れかにより、コンクリート基礎6の鉛直状下孔61,61,……に対応するよう中央肉厚方向に貫通する装着孔33,33,……を穿孔し、図1および図2中に示すように、先ず出入り口側となるアーチ状とした骨格殻体2,2をコンクリート基礎6の左右間に掛け渡してしまい、鉛直状下孔61,61,……の夫々に装着孔33,33,……を同心状に対応させた上で、図4中に示すように、アンカーボルト9,9,……を打ち込み、夫々のナット91,91,……を座金を介して締め付け、確実に固定する。各骨格殻体2下端の補強兼連結用リブ32とコンクリート基礎6上面との間には特にシール構造を施すものとしていないが、必要に応じてシール剤7の充填や目地材の挟み込み等によって防水構造のものとすることも可能である。     A pair of left and right skeleton shells 2 and 2 assembled in an arch shape is intended, and the lower end reinforcing and connecting ribs 32 and 32 of the three sets of skeleton shells 2 and 2 are respectively, As shown in FIG. 4, it corresponds to the vertical pilot holes 61, 61,... Of the concrete foundation 6 either during the factory production process or by boring with an electric tool or the like at the installation site. The mounting holes 33, 33,... Penetrating in the central thickness direction are drilled, and as shown in FIG. 1 and FIG. As shown in FIG. 4, the mounting holes 33, 33,... Are concentrically associated with the vertical lower holes 61, 61,. Type 9, 9, ... 91, 91, ... the tightening through the washer, to reliably fix. No special sealing structure is provided between the reinforcing rib 32 for connecting and lowering the lower end of each skeleton shell 2 and the upper surface of the concrete foundation 6, but it is waterproofed by filling with a sealant 7 or sandwiching joint materials as necessary. It is also possible to have a structure.

次に、これらアーチ形として固定した骨格殻体2,2の奥行き方向後端に位置する補強兼連結用リブ32,32と同様に、中間配置とする骨格殻体2,2の奥行き方向前後端の補強兼連結用リブ32,32,……、および後側配置となる骨格殻体2,2の奥行き方向前端の補強兼連結用リブ32,32,……にも同一間隔、寸法の装着孔33,33,……を、上記したとおり何れかの段階で穿孔した上、図3中に示した結合構造と同様にして対峙して当接する補強兼連結用リブ32,32間にシール剤7を充填した上、ボルト・ナット8,8,……を挿着、締め付けして連結、固定するようにし、また中間配置および後側配置となる1組の骨格殻体2,2左右各下端の補強兼連結用リブ32,32,……にも、上記した補強兼連結用リブ32,32,……の場合と同様にして製造、組み立ての何れかの段階でコンクリート基礎6鉛直状下孔61,61,……に対応する装着孔33,33,……を穿孔してしまい、アンカーボルト9,9,……によってコンクリート基礎6上面に固定、設置する。     Next, in the same manner as the reinforcing and connecting ribs 32 and 32 positioned at the rear end in the depth direction of the skeleton shells 2 and 2 fixed as the arch shape, the front and rear ends in the depth direction of the skeleton shells 2 and 2 in the intermediate arrangement Of the reinforcing and connecting ribs 32, 32,... And the reinforcing ribs 32, 32,. 33, 33,... Are perforated at any stage as described above, and the sealant 7 is interposed between the reinforcing and connecting ribs 32, 32 that face each other in the same manner as the coupling structure shown in FIG. , And bolts and nuts 8, 8,... Are inserted and tightened to be connected and fixed. The reinforcing and connecting ribs 32 are also included in the reinforcing and connecting ribs 32, 32,. 32,..., The mounting holes 33, 33,... Corresponding to the concrete foundation 6 vertical lower holes 61, 61,. It is fixed and installed on the upper surface of the concrete foundation 6 with bolts 9, 9,.

後側配置骨格殻体2の奥行き方向後端補強兼連結用リブ32,32には、図2および図7中に示すように、背面壁5の外周縁を図示しないシール剤を充填し、挟み込むように重ね合わせて装着し、簡易建屋1内側から補強兼連結用リブ32を貫通して背面壁5外周縁の肉厚中に達するビスを、適宜間隔置き毎に打ち込み、螺合させて確りと固定、一体化させるようにし、さらに、前側配置とした骨格殻体2の所定高さとなる屋根相当範囲の前端補強兼連結用リブ32,32には、図2、図5および図6中に示すように、妻梁様破風板4をその外周縁部分が、図示しないシール剤を充填し挟み込むようにして重ね合わされ、その外周縁部の重ね合わせ範囲に渡る内側から、図示しない複数本のビスによって締め付け、連結してなるものとし、該妻梁様破風板4より下側に縦約2m、間口巾約4m程度の出入り口42を開口させたものとしている。     As shown in FIGS. 2 and 7, the outer peripheral edge of the back wall 5 is filled with a sealing agent (not shown) and sandwiched between the ribs 32 and 32 for rear end reinforcement and connection in the depth direction of the skeleton shell 2 arranged on the rear side. The screws that reach the wall thickness of the outer peripheral edge of the back wall 5 through the reinforcing and connecting ribs 32 from the inside of the simple building 1 are driven in at appropriate intervals and screwed together to be sure. Further, the front end reinforcing / connecting ribs 32 and 32 in a range corresponding to the roof having a predetermined height of the skeleton shell 2 that is fixed and integrated are shown in FIGS. 2, 5, and 6. In this way, the outer peripheral edge portion of the end beam-like windbreak plate 4 is superposed so as to fill and sandwich the sealing agent (not shown), and from the inside over the overlapping range of the outer peripheral edge portion, a plurality of screws (not shown) are used. It shall be tightened and connected. Tateyaku below the beam-like gable plate 4 2m, it is assumed that the entrance 42 of the order of frontage width of about 4m was opened.

(実施例の効果)
以上のような構成からなる実施例の骨格殻体2は、前記この発明の効果の項で記載の特徴に加え、耐候性や耐衝撃性ならびに防錆に秀れる上、軽量なGFRP(ガラス繊維強化樹脂)製とし、なお且つその肉厚を極力薄くして約2mm程度のものとし、しかもアーチ面材部3の略全面に渡って上方に向うに従って深さを暫減させるよう規制した溝を形成し、その間に補強構造の凸条部31,31,……を形成すると共に、全周に75mmもの補強兼連結用リブ32,32を形成してアーチ形とし,それら補強兼連結用リブ32,32をボルト・ナット8,8,……によって連結するようにしたことから、それらアーチ面材部3,3の断面構造と補強兼連結用リブ32,32、および合わせられた補強兼連結用リブ32,32が一体となって梁骨格材として機能するものとなり、従前までの亜鉛鍍金鋼板製の倉庫や車庫に比較にならない程の軽量化したものでありながら、十分過ぎる程の強度を確保できるものとなる上、しかも積雪を円滑に滑落、排除させることができ、さらに隣接する建築物等から落下してくる落雪や落氷等による衝撃力も瞬時に分散して局所に集中させないものとして破損を免れることができ、さらにアーチ形とした一組の骨格殻体2,2を前後に連結していく際に連結部分となる補強兼連結用リブ32,32間にシール剤7を充填、介在するようにして防水効果を確保することができるものとなっている。
(Effect of Example)
In addition to the features described in the section of the effect of the present invention, the skeleton shell 2 of the embodiment having the above-described configuration is excellent in weather resistance, impact resistance and rust prevention, and is lightweight GFRP (glass fiber Reinforced resin), and the thickness of the groove is reduced to about 2 mm as much as possible, and the groove is regulated so that the depth of the arch face material portion 3 is gradually reduced toward the upper side over almost the entire surface of the arch face material portion 3. , And reinforcing ribs 31, 32,... Are formed between them, and 75 mm of reinforcing and connecting ribs 32, 32 are formed on the entire circumference to form an arch shape, and these reinforcing and connecting ribs 32 are formed. , 32 are connected by bolts / nuts 8, 8,..., So that the cross-sectional structure of the arch surface material portions 3, 3 and the reinforcing and connecting ribs 32 and 32, and the combined reinforcing and connecting Ribs 32 and 32 are integrated It will function as a standard material, and it will be lighter than conventional galvanized steel sheet warehouses and garages, but will be able to secure enough strength and smooth snow cover. In addition, the impact force caused by falling snow or falling ice from neighboring buildings, etc. can be instantly dispersed and can be avoided from being concentrated locally. The waterproofing effect is secured by filling and interposing the sealing agent 7 between the reinforcing and connecting ribs 32 and 32 that become a connecting portion when the pair of skeleton shell bodies 2 and 2 are connected back and forth. It is possible to do.

そして、3組のアーチ形の骨格殻体2,2を順次組み合わせるようにして形成するこの発明の簡易建屋1は、トンネル状の主体の一方の開放部分である後側開口に背面壁5を閉鎖状となるように連結し、奥行き方向の前側開口上方に妻梁様破風板4を連結、組み込んで同前側開口にだけに出入り口42を形成したことから、簡易建屋1全体を、図5中に示すように、概略開口部分を地上面に伏せた器形状に形成したものとなり、全体として高い剛性を確保したものとなる。     The simplified building 1 of the present invention formed by sequentially combining three sets of arch-shaped skeleton shells 2 and 2 closes the back wall 5 to the rear side opening which is one open part of the tunnel-shaped main body. 5 is connected to the front opening in the depth direction, and the door 42 is formed only in the front opening so that the entire simplified building 1 is shown in FIG. As shown in the figure, the general opening portion is formed in a vessel shape that is concealed on the ground surface, and high rigidity is ensured as a whole.

また、前記実施例中、左右一対の骨格殻体2,2の各補強兼連結用リブ32,32,……同士の連結にボルト・ナット8,8,……を使用しているが、これらのボルト・ナット8,8,……を、図示しないビスに置き換えることもでき、その場合には各補強兼連結用リブ32,32,……への装着孔33,33,……のボーリング加工を必要としないものとなり、適宜間隔置き毎にビスを直接現場で打ち込み処理して螺合、連結することが可能となり、左右一対の骨格殻体2,2の製造工数を削減してより高い生産性を確保することができることとなる。     In the above embodiment, bolts / nuts 8, 8,... Are used to connect the reinforcing and connecting ribs 32, 32,. Can be replaced with screws (not shown). In that case, boring of the mounting holes 33, 33,... Into the reinforcing and connecting ribs 32, 32,. It is possible to drive and connect screws directly on site at appropriate intervals at appropriate intervals, reducing the number of manufacturing steps for the pair of left and right skeleton shells 2 and 2 and increasing production. It is possible to ensure the sex.

(結 び)
叙述の如く、この発明の骨格殻体、およびそれによる簡易建屋は、その新規な構成によって所期の目的を遍く達成可能とするものであり、部品点数の削減と大幅な軽量化とを実現し、少人数の手による搬送、管理が容易な上、設置作業における組立て作業工数を格段に減少させることができるものとなり、しかも簡易建屋の基本構造の殆どをアーチ面材部同士の組み合わせによって製造可能なので規格化された部品として大量生産することができる上、その構造も簡素で製造も容易なことから、従前からの倉庫や車庫等簡易建屋やシェルターなどに比較し、高い製造効率と組立て作業性とを実現して遥かに経済的なものとなり、建築業界や住宅設備業界、ホームセンター、エクステリア業界等提供する側は固よりのこと、塩害や降雪、強風等に悩まされている一般消費者からも高く評価され、広範に渡って利用、普及していくものになると予想される。
(Conclusion)
As described above, the skeleton shell according to the present invention and the simple building by using the skeleton shell can achieve the intended purpose evenly by the new configuration, and can realize the reduction of the number of parts and the significant weight reduction. In addition, it is easy to transport and manage with a small number of people, and it can greatly reduce the assembly man-hours in installation work, and most of the basic structure of a simple building can be manufactured by combining arch face parts Therefore, it can be mass-produced as standardized parts, and its structure is simple and easy to manufacture. Therefore, compared to conventional buildings such as warehouses and garages and shelters, it has higher production efficiency and assembly workability. It will be far more economical, and the side providing the building industry, housing equipment industry, home center, exterior industry, etc. will be solid, salt damage, snowfall, strong wind, etc. Is highly regarded from the general consumer afflicted, available across a wide range, it is expected to be those that continue to spread.

図面は、この発明の骨格殻体、およびそれによる簡易建屋の技術的思想を具現化した代表的な実施例を示すものである。
組立て作業中の簡易建屋を概念的に示す斜視図である。 妻梁様破風板および背面壁を装着する簡易建屋を示す斜視図である。 図2中の鎖線円Aに示す部分の断面構造を示す正面図である。 図2中の鎖線円Bに示す部分の断面構造を示す正面図である。 簡易建屋を示す斜視図である。 簡易建屋の正面部分を示す正面図である。 簡易縦屋の背面部分を示す背面図である。
The drawings show a typical embodiment that embodies the technical idea of the skeleton shell of the present invention and the simplified building thereby.
It is a perspective view which shows notionally the simple building under assembly operation. It is a perspective view which shows the simple building which mounts a wife beam-like windbreak board and a back wall. FIG. 3 is a front view showing a cross-sectional structure of a portion indicated by a chain line circle A in FIG. 2. FIG. 3 is a front view showing a cross-sectional structure of a portion indicated by a chain line circle B in FIG. 2. It is a perspective view which shows a simple building. It is a front view which shows the front part of a simple building. It is a rear view which shows the back part of a simple vertical store.

符号の説明Explanation of symbols

1 簡易建屋
2 骨格殻体
3 アーチ面材部
31 同 凸条部
32 同 補強兼連結用リブ
33 同 装着孔
4 妻梁様破風板
41 同 凸条部
42 同 出入り口
5 背面壁
51 同 凸条部
6 コンクリート基礎
61 同 鉛直状下孔
7 シール剤
8 ボルト・ナット
9 アンカーボルト
91 同 ナット
1 Simple Building 2 Skeletal Shell 3 Arch Face Material
31 Same ridge
32 Same reinforcing and connecting ribs
33 Same mounting hole 4
41 Same ridge
42 Same doorway 5 Back wall
51 Convex section 6 Concrete foundation
61 Same vertical hole 7 Sealant 8 Bolt / Nut 9 Anchor bolt
91 Same nut

Claims (5)

所定の間口寸法と高さ寸法とに設定されたアーチ形を半裁して得られる左右対称形の半裁アーチ断面同士で、夫々所定同一奥行き寸法とした一対の左右アーチ面材部からなり、それら左右各アーチ面材部は、夫々全体が2ないし3mmの肉厚とした繊維強化樹脂製であって、上下方向に連通し、下方から上方に向うに従って深さを暫減させるよう規制した補強用溝が、前後方向に複数本平行するよう配された形状のものとすることにより、それら正面形および背面形とも、その外形輪郭が下方から上方に渡って見掛厚みを暫減させるようにした形状のものにすると共に、それら何れの上下および前後各端縁には、元のアーチ形の一部として同じ姿勢に維持した状態において真下または真横方向で内向きになるようにし、夫々厚み方向中心に補強材を配し、その外周面に繊維強化樹脂層を積層、一体化した上、上端縁から真下方向に向けて内向き形成するものだけを、その他の端縁から真横方向で内向き形成するものよりも大きい巾に設定するようにした30ないし100mm巾の補強兼連結用リブが、全周に渡って一体成形されてなるものとしたことを特徴とする簡易建屋組立用の左右一対の骨格殻体。 It consists of a pair of left and right arch surface material parts with the same predetermined depth dimension between the left and right symmetrical half cut arch sections obtained by half-cutting the arch shape set to a predetermined frontage dimension and height dimension. Each arch face material part is made of a fiber reinforced resin having a thickness of 2 to 3 mm as a whole, and communicates in the vertical direction, and is a reinforcing groove that is regulated so that the depth is gradually reduced from the bottom to the top. However, by adopting a shape that is arranged in parallel in the front-rear direction, both the front and back shapes have a shape in which the outer contour is reduced from the bottom to the top and the apparent thickness is temporarily reduced. In addition, the top, bottom, and front and rear edges of each of them should be inward in the directly below or right side direction while maintaining the same posture as a part of the original arch shape , Supplement A material is arranged, and a fiber reinforced resin layer is laminated and integrated on the outer peripheral surface, and only what is formed inwardly from the upper edge toward the downward direction is formed inward in the lateral direction from the other edge. A pair of left and right skeletal shells for assembling a simple building, wherein the reinforcing and connecting ribs having a width of 30 to 100 mm which are set to a larger width are integrally formed over the entire circumference. body. 所定の間口寸法と高さ寸法とに設定されたアーチ形を半裁して得られる左右対称形の半裁アーチ断面同士で、夫々所定同一奥行き寸法とした一対の左右アーチ面材部からなり、それら左右各アーチ面材部は、夫々全体が2ないし3mmの肉厚とした繊維強化樹脂製であって、上下方向に連通し、下方から上方に向うに従って深さを暫減させるよう規制した補強用溝が、前後方向に複数本平行するよう配された形状のものとすることにより、それら正面形および背面形とも、その外形輪郭が下方から上方に渡って見掛厚みを暫減させるようにした形状のものにすると共に、それら何れの上下および前後各端縁には、元のアーチ形の一部として同じ姿勢に維持した状態において真下または真横方向で内向きになるようにし、夫々厚み方向中心に補強材を配し、その外周面に繊維強化樹脂層を積層、一体化した上、上端縁から真下方向に向けて内向き形成するものだけを、その他の端縁から真横方向で内向き形成するものよりも大きい巾に設定するようにした30ないし100mm巾の補強兼連結用リブが、全周に渡って一体成形されてなるものとした左右一対の骨格殻体の複数組を、夫々が元のアーチ形となるように組み合わせたまま前後方向に並置させ、対峙する補強兼連結用リブ相互で連結して所定奥行のアーチ状空間を形成した上、一方端開口を出入り口とし、他方端全開口に背面壁を装着、封鎖してなるものとした、請求項1記載の骨格殻体による簡易建屋。 It consists of a pair of left and right arch surface material parts with the same predetermined depth dimension between the left and right symmetrical half cut arch sections obtained by half-cutting the arch shape set to a predetermined frontage dimension and height dimension. Each arch face material part is made of a fiber reinforced resin having a thickness of 2 to 3 mm as a whole, and communicates in the vertical direction, and is a reinforcing groove that is regulated so that the depth is gradually reduced from the bottom to the top. However, by adopting a shape that is arranged in parallel in the front-rear direction, both the front and back shapes have a shape in which the outer contour is reduced from the bottom to the top and the apparent thickness is temporarily reduced. In addition, the top, bottom, and front and rear edges of each of them should be inward in the directly below or right side direction while maintaining the same posture as a part of the original arch shape , Supplement A material is arranged, and a fiber reinforced resin layer is laminated and integrated on the outer peripheral surface, and only what is formed inwardly from the upper edge toward the downward direction is formed inward in the lateral direction from the other edge. A plurality of pairs of left and right skeletal shells, in which the reinforcing and connecting ribs having a width of 30 to 100 mm, which are set to a larger width, are integrally formed over the entire circumference, are each original. The arch-shaped spaces with a predetermined depth are formed by connecting the reinforcing and connecting ribs facing each other in the front-rear direction while being combined so as to form an arch shape. The simple building with a skeleton shell according to claim 1, wherein the rear wall is attached and sealed. 所定の間口寸法と高さ寸法とに設定されたアーチ形を半裁して得られる左右対称形の半裁アーチ断面同士で、夫々所定同一奥行き寸法とした一対の左右アーチ面材部からなり、それら左右各アーチ面材部は、夫々全体が2ないし3mmの肉厚とした繊維強化樹脂製であって、上下方向に連通し、下方から上方に向うに従って深さを暫減させるよう規制した補強用溝が、前後方向に複数本平行するよう配された形状のものとすることにより、それら正面形および背面形とも、その外形輪郭が下方から上方に渡って見掛厚みを暫減させるようにした形状のものにすると共に、それら何れの上下および前後各端縁には、元のアーチ形の一部として同じ姿勢に維持した状態において真下または真横方向で内向きになるようにし、夫々厚み方向中心に補強材を配し、その外周面に繊維強化樹脂層を積層、一体化した上、上端縁から真下方向に向けて内向き形成するものだけを、その他の端縁から真横方向で内向き形成するものよりも大きい巾に設定するようにした30ないし100mm巾の補強兼連結用リブが、全周に渡って一体成形されてなるものとした左右一対の骨格殻体の複数組を、夫々が元のアーチ形となるように組み合わせたまま前後方向に並置させ、対峙する補強兼連結用リブ相互で連結して所定奥行のアーチ状空間を形成した上、一方端開口の適宜上側範囲だけを妻梁様破風板で閉鎖状に装着、連結してその下側を出入口とし、他方端全開口には背面壁を装着、封鎖してなるものとした、請求項1記載の骨格殻体による簡易建屋。 It consists of a pair of left and right arch surface material parts with the same predetermined depth dimension between the left and right symmetrical half cut arch sections obtained by half-cutting the arch shape set to a predetermined frontage dimension and height dimension. Each arch face material part is made of a fiber reinforced resin having a thickness of 2 to 3 mm as a whole, and communicates in the vertical direction, and is a reinforcing groove that is regulated so that the depth is gradually reduced from the bottom to the top. However, by adopting a shape that is arranged in parallel in the front-rear direction, both the front and back shapes have a shape in which the outer contour is reduced from the bottom to the top and the apparent thickness is temporarily reduced. In addition, the top, bottom, and front and rear edges of each of them should be inward in the directly below or right side direction while maintaining the same posture as a part of the original arch shape , Supplement A material is arranged, and a fiber reinforced resin layer is laminated and integrated on the outer peripheral surface, and only what is formed inwardly from the upper edge toward the downward direction is formed inward in the lateral direction from the other edge. A plurality of pairs of left and right skeletal shells, in which the reinforcing and connecting ribs having a width of 30 to 100 mm, which are set to a larger width, are integrally formed over the entire circumference, are each original. The arch-shaped space of a predetermined depth is formed by connecting the reinforcing and connecting ribs facing each other in the front-rear direction while being combined so as to form an arch shape. 2. A simple building with a skeleton shell according to claim 1, wherein the skeleton shell is attached and connected in a closed manner with a windbreak plate, and the lower side is used as an entrance and the other end full opening is attached and sealed with a back wall. 骨格殻体は、何れもアーチ面材部の全周縁に連続、一体形成する補強兼連結用リブの中、上端縁から一体形成するものだけを、その端縁から形成するものよりも大きい巾に設定したものを採用し、組み立てたときに棟木相当部位を補強してなるものとした、請求項2または3記載の骨格殻体による簡易建屋。     The skeletal shell body has a width larger than that formed from the end edge of the ribs for reinforcement and connection that are continuously and integrally formed on the entire periphery of the arch face material portion, and that is integrally formed from the upper edge. The simplified building with a skeleton shell according to claim 2 or 3, wherein the set one is adopted and the purlin equivalent part is reinforced when assembled. 骨格殻体は、左右一対として組み合わせ、さらにそれらを一組として前後方向に組み合わせ、連結するとき、各アーチ面材部の上端および前後各端で対峙する補強兼連結用リブ間にシール剤を充填し、適宜間隔置き毎のリブ厚み方向にボルト・ナットもしくはビスを貫通させて連結、一体化する一方、同下端の補強兼連結用リブと土台または同等の部位との間にも必要に応じてシール剤を充填し、複数本のアンカーボルトまたは同等の部材で適宜間隔置き毎に固定状とするようにした、請求項2ないし4何れか一記載の簡易建屋。     The skeletal shells are combined as a pair on the left and right sides, and when they are combined in the front-rear direction and connected, a sealant is filled between the upper ends of each arch face material part and the reinforcing and connecting ribs facing each other at the front and rear ends. While connecting and integrating bolts, nuts or screws in the thickness direction of the ribs at appropriate intervals, it is also necessary to connect between the reinforcing and connecting ribs at the lower end and the base or equivalent part as necessary. The simple building according to any one of claims 2 to 4, which is filled with a sealant and fixed with a plurality of anchor bolts or equivalent members at appropriate intervals.
JP2005020441A 2005-01-27 2005-01-27 Skeletal shell and simplified building Expired - Fee Related JP4152957B2 (en)

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