JP2004339777A - Skeleton structure of roof, and skeleton structure of wall surface - Google Patents

Skeleton structure of roof, and skeleton structure of wall surface Download PDF

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Publication number
JP2004339777A
JP2004339777A JP2003137182A JP2003137182A JP2004339777A JP 2004339777 A JP2004339777 A JP 2004339777A JP 2003137182 A JP2003137182 A JP 2003137182A JP 2003137182 A JP2003137182 A JP 2003137182A JP 2004339777 A JP2004339777 A JP 2004339777A
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Japan
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members
frame
connecting member
roof
adjacent
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JP2003137182A
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JP3887347B2 (en
Inventor
Masato Arihara
誠人 在原
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ARIHARA KEIKO
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ARIHARA KEIKO
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Priority to JP2003137182A priority Critical patent/JP3887347B2/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a skeleton structure of a roof excellent in workability and cost and a skeleton structure of a wall face capable of securing a sufficient strength even in less member and reducing the processing of members to the minimum. <P>SOLUTION: The outside members 4 and the inside members 5 are assembled in an arched shape while subsequently crossing these members to construct a plurality of frame bodies 2. By connecting these frame bodies 2 with coupling members 3, a rigid skeleton structure can be obtained. This frame body 2 partitions a reference circle 1 by a plurality of fan-shapes 6 while considering the reference circle 1, the ends of the arcs 7 divided by the fan-shape 6 are alternately regulated with pints A, B, A, B, The outside members 4 are arranged following a chord connecting adjacent mutual point A, the inside members 5 are likewise arranged following a chord connecting adjacent mutual point B. A face formed of the frame body 2 and the coupling member 3 is used for the wall face 12 and the inclining face 11 of the roof to construct a building. The member such as the outside member 4 can be manufactured only by cutting marketable standardized product. Hence, time and cost can be spared. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、建築物における屋根の骨格構造および壁面の骨格構造に関する。
【0002】
【従来の技術】
建築物を施工する際は、土台や柱や梁などの主要な部材を組み上げてから、壁や屋根などを順次構築していく。この際、柱や壁などの構成は多様で、建築物の大きさや性能や施工主の要望などを基にして、都度決定される。木造住宅の屋根の構造を例に取ると、屋根の頂上に棟木を水平方向に配して、また軒下の近傍には梁を水平方向に配して、棟木と梁の間に複数のタルキを並べて、タルキの上に野地板を全面に敷設してから瓦を載せる方法が一般的である。
【0003】
建築物の骨格を構成する梁や柱などの構造材は、強度を確保するため相互に格子状に結合され、自重や風圧に対抗する。一般住宅など比較的規模の小さい建築物の場合、構造材には木材が使用されるが、倉庫や集会場や体育施設など、より大きい建築物の場合、木材では強度が不足することがあり、集成材や鉄骨等を使用することも多い。鉄骨は、施工現場で加工をすることは困難なため、工場で所定の形状にしてから現地へ運び、組み上げられる。
【0004】
【発明が解決しようとする課題】
構造材に使用される部材は、強度を維持するため断面積も大きくなる傾向があるものの、材料費や施工時の作業を考慮すると、強度を維持した上で極力断面積を小さくすることが望ましい。部材をアーチ形などの特殊な形状にすることで強度を高めることは可能だが、この場合、事前に部材を高精度に加工を行う必要があり、費用や時間の面で問題が大きい。またトラス構造も強度を確保する上で有効な手段だが、この場合も使用する部材が増加するほか結合部も多く、同様に問題が大きい。
【0005】
鉄骨は、加工が困難な上に結露が発生しやすく、また経年によりサビが発生するなどの問題があり、また木材を接着材で固めた集成材は、実用化されてからの歴史が浅く、長期の間の耐久性が不明で、やはり構造材への適用は信頼性に問題がある。一方で、木材には独特の風合いがあり、保温や湿度の調整など多様な役割が期待できるほか、安らいだ印象を与えるなど多くの利点を持っている。また森林を維持管理するには、適度に樹木を伐採する必要があり、これらの消費先を確保する必要がある。さらに木材は、建築物の解体後も多様な処理手段があるため、環境対策の面でも優れている。このような要望に応えるため、従来は構造材に鉄骨などを使用していた倉庫や集会場や体育施設などの建築物を、木造化できる技術が待ち望まれていた。
【0006】
本発明はこうした実状を基に開発されたもので、市場規格寸法の部材でも十分な強度が確保でき、しかも部材の加工を極力削減した上で、施工性や費用面にも優れた屋根の骨格構造および壁面の骨格構造の提供を目的としている。
【0007】
【課題を解決するための手段】
前記の課題を克服する請求項1記載の発明は、屋根を支持する骨格構造に関するものであり、まず枠体と、該枠体間を結ぶために配置された棒材からなる連結材と、を備えていることを前提にしている。さらに前記枠体は、平行に対向する一対の外側材と、該一対の外側材によって両側から挟み込まれるように交差して配設されている内側材と、から構成されている。
【0008】
この枠体は、基準円を想定して、この基準円を複数の扇形で区画して、この扇形で区切られた円弧の端部を点A,点B,点A,点Bと、交互に規定して、隣接する点A同士を結ぶ弦に倣って外側材を配置して、かつ点Aを境に隣接する外側材を相互に結合させて、同様に隣接する点B同士を結ぶ弦に倣って内側材を配置して、かつ点Bを境に隣接する内側材を相互に結合させて、アーチ状に組み上げられた構造である。
【0009】
このように組み上げられた枠体には、外側材と内側材とで区画される三角形状の空間である三角空間が形成されており、この三角空間を貫通するように連結材が配置され、枠体と連結材を相互に結合させ、前記枠体を連結材に沿って間隔をおいて配置することにより、枠体と連結材から規定される平面を屋根の傾斜面とするものである。
【0010】
木造家屋の屋根は、従来中央部の最も高い位置に棟木が水平に置かれ、ここから両側の軒先に向けて下降する傾斜面が形成される。この傾斜面には野地板が敷かれ、さらに瓦などが載っており、この野地板を支持する骨格構造に本発明が適用される。枠体の形状を決める基準円は、屋根の傾斜面に沿う半径として、基準円を区画する点Aおよび点Bの位置は、屋根の形状や使用する材料の特性を基に決定する。当然ながら基準円は、屋根の形状に倣うため、切れ目のない円ではなく円弧になる。
【0011】
基準円上の点Aおよび点Bに基づき、外側材と内側材を所定の長さに切断するが、これらを固定するためのホゾなどは必要としないため、端部に特別な加工をする必要はなく、単純な切断作業だけで対応できる。なお内側材および外側材の材料は木材以外に鋼材なども使用できるが、一般的に木製の角材が使用され、外側材は二本の棒材を平行に並べて使用されるため、内側材に比べて一本当たりの幅を小さくしている。
【0012】
枠体を構築するため内側材と外側材を組み上げる際は、作業性を考慮して地上に各部材を並べて作業を進める場合が多い。この際は、まず外側材の片方の部材を設計図に基づく所定の位置(隣接する点Aの間を結ぶ弦)に配置していき、隣接する外側材同士をプレートなどで結合して、次に内側材を外側材の上の所定の位置(隣接する点Bの間を結ぶ弦)に配置していく。個々の内側材は外側材と交差しており、この交差位置で内側材と外側材をL字形の金具などで結合して、また隣接する内側材同士もプレートなどで結合する。最後に内側材を挟み込むように外側材を配置していき、同様に結合して枠体が完成する。
【0013】
完成した枠体は、内側材と外側材がジグザグに交差しているため、複数の三角形状に仕切られた三角空間が多数形成され、また全体的に見ると基準円に倣ったアーチ形状になっている。このように組み立てられた枠体は平面状で、これを複数結合することで骨格構造になるため、最低でも二組が使用される。複数の枠体は間隔をおいて平行に配置され、連結材は枠体に形成された三角空間を貫通しており、枠体同士を結合させている。なお枠体と連結材との間は、L字形の金具で結合されることが多い。
【0014】
建築物の柱や梁が組み上がった後に、本発明による枠体と連結材が結合した屋根の骨格構造をクレーンで持ち上げて所定の位置に据え置くと、土台から屋根まで全体の骨格構造が完成する。この後、屋根や壁などの面構造を順次施工していくが、屋根においては、枠体や連結材の上に小柱やタルキなどを置き、さらに野地板を敷設して瓦などを載せると完成する。屋根の自重や積雪などの荷重は、枠体の両端部で集中的に支持されるため、この部分は強度を確保するため、補強を行う場合もある。なお枠体や連結材の材質は、木材に限定されることはない。
【0015】
請求項1記載の発明による、複数の枠体を連結材で組み合わせた屋根の骨格構造は、各部材の配置を変えることで、壁面の骨格構造として使用することも可能である。請求項2記載の発明は、壁面を支持する骨格構造に関するもので、まず枠体と、該枠体間を結ぶために配置された棒材からなる連結材と、を備えていることを前提としており、さらに前記枠体は、平行に対向する一対の外側材と、該一対の外側材によって両側から挟み込まれるように交差して配設されている内側材と、から構成されている点は、請求項1記載の発明と変わらない。
【0016】
以降も同様に枠体は、基準円上に点A,点B,点A,点Bを、交互に規定していき、隣接する点A同士を結ぶ弦に倣って外側材を配置して、点Aを境に隣接する外側材を相互に結合させて、同様に隣接する点B同士を結ぶ弦に倣って内側材を配置して、点Bを境に隣接する内側材を相互に結合させて、環状に組み上げられる。
【0017】
このように環状に構成された枠体は、建築物の周囲を取り囲む構造材として機能させるが、枠体単体では平面状であり、建築物の骨格を構成しないため、複数の枠体を上下方向に距離を空けて配置して、枠体同士を結合するため、外側材と内側材との間に形成される三角空間を貫通するように連結材を配置する。連結材は直立しており、建築物の柱として機能している。
【0018】
骨格構造が組み上がると、枠体と柱(連結材)の間を断熱ボードなどで面的に覆い、表面に吹き付けや化粧板の取り付けなどを行うと壁面が完成する。枠体は環状であるため、本発明が適用されるのは、円形のドーム状の建築物が主体となるが、環状が必須条件ではなく、半円形の枠体でも問題はない。またこの場合も枠体や連結材の材質は、木材に限定されることはない。
【0019】
【発明の実施の形態】
図1は、本発明による屋根および壁面の骨格構造を構成する部材の配置形態を示す斜視図であり、二本の棒材からなる外側材4と、外側材4に挟み込まれるように配置された内側材5と、外側材4と内側材5が複数結合した枠体2を結ぶ連結材3から構成される。外側材4と内側材5のいずれも、複数の棒材から構成されており、隣接している部材は、端部が面接触するように結合され荷重を連続的に伝達できる。なお二本の棒材を平行に並べた外側材4は、向き合う二本の棒材が同一形状で、配置位置も一致している。
【0020】
隣接している外側材4同士の結合点である点A、および隣接している内側材5同士の結合点である点Bは、いずれも基準円1において扇形6で区画される円弧7の端部に位置しており、外側材4は、基準円1の点Aを結ぶ弦に倣うように配置され、同様に内側材5は、基準円1の点Bを結ぶ弦に倣うように配置され、外側材4と内側材5の基準円1に対する位相が異なるため、双方の部材の間には三角形状の空間である三角空間8が多数形成される。なお外側材4と内側材5の交差位置では、強度を高めるため双方を結合させており、また図中では、外側材4と内側材5のいずれも途中で途切れているが、環状になる場合もある。
【0021】
枠体2単体は平面状なので、複数を平行に配置して使用され、枠体2の間を結合するため連結材3が配置されている。連結材3は、枠体2に形成された三角空間8を貫通するように配置され、連結材3と枠体2の間も何らかの手段で結合させる必要がある。連結材3は、三角空間8を構成する全部材と結合させることが望ましいが、構造上困難な場合は省略可能である。ただし枠体2と連結材3は角度の関係から面接触できない箇所もあり、部材の一部に切欠を設けて組み合わせる場合もある。なお連結材3は、複数存在する三角空間8の全てに配置する必要はなく、強度上問題のない場合は省略可能である。
【0022】
図2(イ)は、本発明による骨格構造を示す平面図で、また図2(ロ)は正面図であり、図1に示す構造に準拠している。図2(ロ)に示すように、本発明では基準円1を複数の扇形6で区切り、この扇形6で区切られた円弧7の端点を順に点A,点B,点A,点Bと規定していき、隣接している点Aの間を結ぶ弦に倣って外側材4を配置して、同様に隣接している点Bの間を結ぶ弦に倣って内側材5を配置する。なお図2(イ)に示すように外側材4は、内側材5を挟み込むように配置されており、さらに平行に配置された二組の枠体2は、複数の連結材3で結合され、骨格構造を構成している。なお外側材4と内側材5の強度を等しくするため、二本の棒材からなる一組の外側材4の断面積は、内側材5一本の断面積に等しくする場合が多い。
【0023】
図3は、本発明による骨格構造を屋根に適用した場合を示し、図3(イ)は平面図で、図3(ロ)は正面図である。正面図のように建築物の両端には、柱9が地面から直立しており、この柱9の上部には梁10が水平に載せられている。枠体2が結合した骨格構造は、両側の梁10の上面を支点として屋根全体の荷重を受け止めており、他の中間部は何らの支持もされていない。なお図に示すように枠体2の両端部は、梁10との接続を考慮して補助柱15を設けており、このように実際の施工に際しては、他の箇所との関係を考慮した設計が行われる。
【0024】
外側材4は、中央から両端の梁10に向けて斜方向に配置され、内側材5は一組の枠体2において三組が使用されている。このうち一組は、中央に水平に配置された内側材5aで、さらに内側材5aの両端部には、内側材5bが斜方向に配置されている。内側材5aと内側材5bの結合は、荷重が作用する方向が重力により一定なので、内側材5aの底面を内側材5bの上端面で支持する形態になっている。また図に示す枠体2の上には小柱16が載せられ、小柱16から斜方向にタルキ17を並べて、この上に野地板18を敷設すると屋根の傾斜面11が完成する。なお図では、屋根の傾斜面11は、途中に段差のある二段構造だが、この構造は都度自在に決められる。
【0025】
図1に示す骨格構造は、屋根の構造以外にも適用可能で、枠体2の姿勢を変えて水平に配置して、壁面12の骨格構造としても使用可能で、この場合の構造例を図4に示す。なお図4(イ)は平面図で、また図4(ロ)は正面図である。枠体2は外側材4と内側材5のいずれも六角形に組み上げられ、上下に距離を空けて配置された二個の枠体2の間を、柱9として機能する連結材3で結合されている。枠体2と連結材3により区画される面を、断熱ボードなどで覆い、壁面12を形成すると、枠体2内部が室内空間として確保される。
【0026】
外側材4と内側材5および連結材3は、部材同士が接続または交差している箇所を強固に結合して、剛性を高める必要がある。このため隣接する外側材4同士や、内側材5同士の境界は、双方が面接触できるよう端部の切断角度などを調整する必要がある。図5は各部材を結合する方法を示す斜視図で、隣接する外側材4同士や内側材5同士の結合は、ホゾを設けて組み合わせることも可能だが、省力化のため通常はプレート13を使用する。プレート13の表面には、複数の穴が設けられ、ここに釘などを打ち込み、各部材を結合させる。
【0027】
枠体2と連結材3の結合については、双方が直交しているためプレート13は使用できず、代わりにL字形の金具14を使用する。ただし三角空間8を形成する各部材と連結材3との間は、一部の面が線接触になるため、この隙間を埋めるためクサビ形の介在物を挟み込むか、もしくは枠体2か連結材3の一部に切欠を設けて、はめ合わせる場合もある。なお図中では表現されていないが、プレート13や金具14は、両面に対称に取り付けられている。
【0028】
本発明において、一つの枠体2において基準円1は原則的に一つだが、他の箇所との取り合いなど設計上の都合で、例外的に複数の基準円1を使用する場合がある。また基準円1上に隣接する点A同士、または点B同士の弦の長さも全てを一定にする必要はなく、例外的に変更する場合もある。図6は、複数の基準円1を用いて枠体2を構成した場合の例を示しており、外側材4と内側材5のいずれも部材ごとに長さが異なっている。ただし、このような形態においても、外側材4と内側材5の交差は維持される。
【0029】
【発明の効果】
請求項1記載の発明により、屋根の骨格構造を剛性の高い枠体で構成できるため、屋根の支点間距離を大きくすることが可能で、体育施設などの一般住宅よりも規模の大きい建築物においても、骨格構造に市場規格寸法の木材を採用することが可能で材料費が節約され、さらに部材を結合する際も、プレートなどの簡易な部品を使用できるためホゾなどを設ける必要がなく、加工や組立においても時間や費用が節約できる。
【0030】
請求項2記載の発明により、壁面の骨格構造を剛性の高い枠体で構成できるため、建築物の強度を向上させることができ、特に枠体の円周方向に作用する荷重に対する強度が高く、屋根から伝達される荷重や偶力にも強力に対抗することができる。また請求項1記載の発明と同様に、材料費が節約され、加工や組立においても時間や費用が節約できる。
【図面の簡単な説明】
【図1】本発明による、屋根および壁面の骨格構造を構成する部材の配置形態を示す斜視図である。
【図2】(イ)(ロ)本発明による骨格構造の概要を示しており、(イ)は平面図で、(ロ)は正面図である。
【図3】(イ)(ロ)本発明による骨格構造を、屋根に適用した場合を示しており、(イ)は平面図で、(ロ)は正面図である。
【図4】(イ)(ロ)本発明による骨格構造を、壁面に適用した場合を示しており、(イ)は平面図で、(ロ)は正面図である。
【図5】外側材などの各部材を結合する方法を示す斜視図である。
【図6】一つの枠体に複数の基準円を用いた状態を示す図である。
【符号の説明】
1 基準円
2 枠体
3 連結材
4 外側材
5,5a,5b 内側材
6 扇形
7 円弧
8 三角空間
9 柱
10 梁
11 傾斜面
12 壁面
13 プレート
14 金具
15 補助柱
16 小柱
17 タルキ
18 野地板
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a skeleton structure of a roof and a skeleton structure of a wall surface in a building.
[0002]
[Prior art]
When constructing a building, the main components such as bases, pillars and beams are assembled, and then the walls and roofs are constructed sequentially. At this time, the configuration of pillars, walls, and the like are various, and are determined each time based on the size and performance of the building, the demands of the constructor, and the like. Taking the roof structure of a wooden house as an example, a purlin is arranged horizontally at the top of the roof, and a beam is arranged horizontally near the eaves, and multiple tarks are placed between the purlin and the beam. It is a common method to lay the tiles on the ground, laying a field board on the entire surface, and then placing the roof tiles.
[0003]
Structural materials such as beams and columns that make up the framework of the building are mutually connected in a lattice shape to ensure strength, and oppose their own weight and wind pressure. In the case of relatively small buildings such as ordinary houses, wood is used for the structural material, but in the case of larger buildings such as warehouses, halls and sports facilities, the strength of the wood may be insufficient, Glued lumber and steel frames are often used. Since it is difficult to process a steel frame at a construction site, the steel frame is brought to a site after being formed in a predetermined shape at a factory and assembled.
[0004]
[Problems to be solved by the invention]
Although members used for structural materials tend to have a large cross-sectional area to maintain strength, considering material costs and work during construction, it is desirable to maintain the strength and reduce the cross-sectional area as much as possible . Although it is possible to increase the strength by forming the member into a special shape such as an arch shape, in this case, it is necessary to process the member with high precision in advance, which is a major problem in terms of cost and time. The truss structure is also an effective means for securing the strength, but in this case also, the number of members used and the number of joints are large, and the problem is also great.
[0005]
Steel frames are difficult to process and are subject to dew condensation, and there are problems such as rusting due to aging.Also, glued glue made from wood has a short history since its practical use. The durability for a long period is unknown, and application to structural materials also has a problem in reliability. On the other hand, wood has a unique texture and can be expected to play a variety of roles, such as keeping heat and adjusting humidity, and has many advantages such as giving a restful impression. In order to maintain the forest, it is necessary to cut down the trees appropriately, and it is necessary to secure these consumers. In addition, wood has various environmental measures even after dismantling buildings, and is therefore excellent in terms of environmental measures. In order to respond to such demands, there has been a long-awaited need for a technology capable of converting buildings such as warehouses, halls, and sports facilities, which used to use steel frames or the like as structural materials, into wooden structures.
[0006]
The present invention has been developed on the basis of such a situation, and it is possible to secure sufficient strength even for members of the market standard size, and to minimize the processing of the members as well as to improve the workability and cost of the roof frame. It aims to provide the structure and the skeletal structure of the wall.
[0007]
[Means for Solving the Problems]
The invention according to claim 1, which overcomes the above-mentioned problem, relates to a skeletal structure for supporting a roof. First, a frame and a connecting member formed of a bar arranged to connect between the frames are provided. It is assumed that you have. Further, the frame body is composed of a pair of outer members facing each other in parallel, and an inner member arranged to intersect so as to be sandwiched from both sides by the pair of outer members.
[0008]
Assuming a reference circle, the frame body divides the reference circle into a plurality of sectors, and alternates the ends of the arc divided by the sectors into points A, B, A, and B. By stipulating, the outer member is arranged in accordance with the string connecting the adjacent points A, and the outer members adjacent to each other are joined together at the point A to form a string connecting the adjacent points B similarly. This is a structure in which the inner members are arranged following each other and the adjacent inner members are connected to each other with the point B as a boundary, and are assembled in an arch shape.
[0009]
A triangular space, which is a triangular space defined by the outer material and the inner material, is formed in the frame body assembled in this manner, and a connecting member is disposed so as to penetrate the triangular space. The body and the connecting member are connected to each other, and the frame is arranged at intervals along the connecting member, so that a plane defined by the frame and the connecting member is an inclined surface of the roof.
[0010]
Conventionally, the roof of a wooden house has a ridgeboard horizontally placed at the highest position in the center, and a slope that descends toward the eaves on both sides from here is formed. A field board is laid on this inclined surface, and a tile or the like is further placed thereon. The present invention is applied to a skeletal structure supporting the field board. The reference circle that determines the shape of the frame is a radius along the inclined surface of the roof, and the positions of points A and B that define the reference circle are determined based on the shape of the roof and the characteristics of the material used. Of course, since the reference circle follows the shape of the roof, it is not a continuous circle but an arc.
[0011]
Based on points A and B on the reference circle, the outer member and the inner member are cut to a predetermined length, but a tenon is not required to fix them, so special processing is required at the ends. But it can be dealt with only by simple cutting work. In addition to the wood, steel materials can also be used for the inner and outer members, but in general, wooden square bars are used, and for the outer members, two bars are used side by side. To reduce the width per line.
[0012]
When assembling the inner member and the outer member to construct the frame, the work is often performed by arranging the members on the ground in consideration of workability. In this case, first, one of the outer members is arranged at a predetermined position (a string connecting between adjacent points A) based on the design drawing, and the adjacent outer members are connected to each other with a plate or the like. Then, the inner member is arranged at a predetermined position (a chord connecting between adjacent points B) on the outer member. Each of the inner members intersects the outer member. At the intersection, the inner member and the outer member are connected by an L-shaped bracket or the like, and the adjacent inner members are also connected by a plate or the like. Finally, the outer members are arranged so as to sandwich the inner member, and are similarly connected to complete the frame.
[0013]
In the completed frame, the inner and outer members intersect in a zigzag pattern, forming a large number of triangular spaces divided into a plurality of triangular shapes. ing. The frame body assembled in this manner has a planar shape, and a plurality of the frame bodies are combined to form a skeleton structure. Therefore, at least two sets are used. The plurality of frames are arranged in parallel at an interval, and the connecting member penetrates a triangular space formed in the frames, and connects the frames. The frame and the connecting member are often connected by an L-shaped fitting.
[0014]
After the pillars and beams of the building are assembled, the frame structure of the roof according to the present invention and the connecting member are lifted by a crane and set in place, and the entire frame structure from the base to the roof is completed. . After this, surface structures such as roofs and walls will be constructed sequentially, but on the roof, placing small pillars or tarki on the frame or connecting material, laying a field board and placing tiles etc. Complete. Loads such as the roof's own weight and snow cover are intensively supported at both ends of the frame, and this portion may be reinforced in order to ensure strength. The material of the frame and the connecting member is not limited to wood.
[0015]
The roof frame structure according to the first aspect of the present invention, in which a plurality of frames are combined with a connecting member, can also be used as a wall frame structure by changing the arrangement of each member. The invention according to claim 2 relates to a skeletal structure that supports a wall surface, and is based on the premise that a frame body and a connecting member made of a bar arranged to connect between the frame bodies are provided. The point that the frame body is constituted by a pair of outer members facing in parallel and an inner member arranged to intersect so as to be sandwiched from both sides by the pair of outer members, There is no difference from the invention described in claim 1.
[0016]
Thereafter, similarly, the frame body defines the points A, B, A, and B alternately on the reference circle, and arranges the outer member along the chord connecting the adjacent points A, The outer members adjacent to each other at the point A are connected to each other, and the inner members are similarly arranged along the chord connecting the adjacent points B to each other, and the inner members adjacent to each other at the point B are connected to each other. And assembled into a ring.
[0017]
The frame formed in such an annular shape functions as a structural material that surrounds the periphery of the building. However, since the frame itself is planar and does not constitute the skeleton of the building, a plurality of frames are vertically aligned. In order to connect the frame members at a distance from each other, a connecting member is disposed so as to penetrate a triangular space formed between the outer member and the inner member. The connecting members are upright and function as pillars of the building.
[0018]
Once the skeletal structure is assembled, the space between the frame and the pillars (connecting material) is covered with a heat insulating board or the like, and the wall is completed by spraying or attaching a decorative board to the surface. Since the frame is annular, the present invention is mainly applied to a circular dome-shaped building, but the annular is not an essential condition, and there is no problem with a semicircular frame. Also in this case, the material of the frame and the connecting member is not limited to wood.
[0019]
BEST MODE FOR CARRYING OUT THE INVENTION
FIG. 1 is a perspective view showing an arrangement of members constituting a skeletal structure of a roof and a wall surface according to the present invention, and is arranged so as to be sandwiched between an outer member 4 made of two bars and an outer member 4. It is composed of an inner member 5 and a connecting member 3 that connects the frame 2 in which a plurality of outer members 4 and inner members 5 are connected. Each of the outer member 4 and the inner member 5 is composed of a plurality of bars, and the adjacent members are joined so that their ends are in surface contact, and can continuously transmit a load. Note that, in the outer member 4 in which two bars are arranged in parallel, the two bars facing each other have the same shape, and the arrangement positions are also the same.
[0020]
A point A which is a connection point between adjacent outer members 4 and a point B which is a connection point between adjacent inner members 5 are both ends of an arc 7 defined by the sector 6 in the reference circle 1. The outer member 4 is arranged so as to follow the chord connecting the point A of the reference circle 1, and the inner member 5 is similarly arranged so as to follow the chord connecting the point B of the reference circle 1. Since the outer member 4 and the inner member 5 have different phases with respect to the reference circle 1, a large number of triangular spaces 8, which are triangular spaces, are formed between both members. At the intersection of the outer member 4 and the inner member 5, the two members are connected to each other to increase the strength. In the drawing, both the outer member 4 and the inner member 5 are interrupted on the way, but are formed in a ring shape. There is also.
[0021]
Since the frame 2 alone is planar, a plurality of frames 2 are arranged and used in parallel, and a connecting member 3 is arranged to connect between the frames 2. The connecting member 3 is disposed so as to penetrate the triangular space 8 formed in the frame 2, and it is necessary to connect the connecting member 3 and the frame 2 by some means. The connecting member 3 is desirably connected to all the members constituting the triangular space 8, but can be omitted if the structure is difficult. However, there are some places where the frame 2 and the connecting member 3 cannot be brought into surface contact due to an angle relationship, and there is a case where a cutout is provided in a part of the member to combine them. It is not necessary to arrange the connecting members 3 in all of the plurality of triangular spaces 8 and can be omitted if there is no problem in strength.
[0022]
FIG. 2A is a plan view showing a skeleton structure according to the present invention, and FIG. 2B is a front view, which conforms to the structure shown in FIG. As shown in FIG. 2B, in the present invention, the reference circle 1 is divided by a plurality of sectors 6, and the end points of the arc 7 divided by the sectors 6 are defined as a point A, a point B, a point A, and a point B in this order. Then, the outer member 4 is arranged following the string connecting the adjacent points A, and the inner member 5 is similarly arranged following the string connecting the adjacent points B. As shown in FIG. 2A, the outer member 4 is arranged so as to sandwich the inner member 5, and two sets of frame members 2 arranged in parallel are connected by a plurality of connecting members 3. Constructs a skeletal structure. In order to equalize the strength of the outer member 4 and the inner member 5, the cross-sectional area of a pair of outer members 4 composed of two bars is often equal to the cross-sectional area of one inner member 5.
[0023]
FIG. 3 shows a case in which the skeletal structure according to the present invention is applied to a roof. FIG. 3 (A) is a plan view, and FIG. 3 (B) is a front view. As shown in the front view, at both ends of the building, columns 9 stand upright from the ground, and beams 10 are placed horizontally on the upper portions of the columns 9. The skeletal structure to which the frame 2 is connected receives the load of the entire roof with the upper surfaces of the beams 10 on both sides as fulcrums, and the other intermediate parts are not supported at all. In addition, as shown in the figure, the both ends of the frame 2 are provided with auxiliary columns 15 in consideration of the connection with the beam 10, and thus, in actual construction, the design is performed in consideration of the relationship with other parts. Is performed.
[0024]
The outer member 4 is disposed obliquely from the center toward the beams 10 at both ends, and three sets of the inner member 5 are used in one set of the frame 2. One of the sets is an inner member 5a horizontally arranged at the center, and inner members 5b are arranged obliquely at both ends of the inner member 5a. The connection between the inner member 5a and the inner member 5b is configured such that the direction in which the load acts is constant by gravity, so that the bottom surface of the inner member 5a is supported by the upper end surface of the inner member 5b. Small pillars 16 are placed on the frame body 2 shown in the figure, and tarks 17 are arranged in an oblique direction from the small pillars 16, and when a field board 18 is laid thereon, the slope 11 of the roof is completed. In the drawing, the inclined surface 11 of the roof has a two-stage structure with a step in the middle, but this structure is freely determined each time.
[0025]
The skeletal structure shown in FIG. 1 can be applied to structures other than the roof structure. The skeletal structure can be used as a skeletal structure of the wall surface 12 by changing the posture of the frame body 2 and arranging it horizontally. It is shown in FIG. 4A is a plan view, and FIG. 4B is a front view. The frame 2 has both the outer member 4 and the inner member 5 assembled in a hexagonal shape, and is connected between two frame members 2 arranged at a distance vertically by a connecting member 3 functioning as a pillar 9. ing. When the surface defined by the frame 2 and the connecting member 3 is covered with a heat insulating board or the like and the wall surface 12 is formed, the inside of the frame 2 is secured as an indoor space.
[0026]
The outer member 4, the inner member 5, and the connecting member 3 need to have a high rigidity by firmly connecting the points where the members are connected or intersecting with each other. For this reason, it is necessary to adjust the cutting angle at the end of the boundary between the adjacent outer members 4 and between the inner members 5 so that they can make surface contact with each other. FIG. 5 is a perspective view showing a method of connecting the respective members. The connecting between the adjacent outer members 4 and the inner members 5 can be combined by providing a tenon, but the plate 13 is usually used for labor saving. I do. A plurality of holes are provided on the surface of the plate 13, and nails or the like are driven into the holes to connect the members.
[0027]
Regarding the connection between the frame 2 and the connecting member 3, the plate 13 cannot be used because both are orthogonal to each other, and an L-shaped fitting 14 is used instead. However, since some surfaces between the members forming the triangular space 8 and the connecting member 3 are in line contact with each other, a wedge-shaped inclusion is inserted to fill the gap, or the frame 2 or the connecting member 3 is connected. In some cases, a notch is provided in a part of 3 and fitting is performed. Although not shown in the drawing, the plate 13 and the metal fitting 14 are symmetrically attached to both sides.
[0028]
In the present invention, the number of reference circles 1 is basically one in one frame 2, but a plurality of reference circles 1 may be exceptionally used for design reasons such as interaction with other parts. Further, it is not necessary to make all the chord lengths of the points A adjacent to each other or the points B adjacent to each other on the reference circle 1 constant, and they may be changed exceptionally. FIG. 6 shows an example in which the frame 2 is configured by using a plurality of reference circles 1, and each of the outer member 4 and the inner member 5 has a different length for each member. However, even in such a form, the intersection between the outer member 4 and the inner member 5 is maintained.
[0029]
【The invention's effect】
According to the first aspect of the present invention, since the skeleton structure of the roof can be constituted by a frame having high rigidity, the distance between the fulcrums of the roof can be increased, and in a building larger than a general house such as a physical education facility. Also, it is possible to use wood of market standard dimensions for the skeletal structure, which saves material costs, and when connecting members, simple parts such as plates can be used, so there is no need to install a tenon, etc. Time and costs can be saved during assembly and assembly.
[0030]
According to the invention as set forth in claim 2, since the skeletal structure of the wall surface can be configured with a frame having high rigidity, the strength of the building can be improved, and particularly, the strength against the load acting in the circumferential direction of the frame is high, It can also strongly resist loads and couples transmitted from the roof. As in the first aspect, material costs can be saved, and time and cost can be saved in processing and assembly.
[Brief description of the drawings]
FIG. 1 is a perspective view showing an arrangement of members constituting a skeleton structure of a roof and a wall according to the present invention.
FIGS. 2A and 2B schematically show a skeleton structure according to the present invention, wherein FIG. 2A is a plan view and FIG. 2B is a front view.
FIGS. 3A and 3B show a case where a skeletal structure according to the present invention is applied to a roof, where FIG. 3A is a plan view and FIG. 3B is a front view.
4A and 4B show a case where the skeletal structure according to the present invention is applied to a wall surface, wherein FIG. 4A is a plan view and FIG. 4B is a front view.
FIG. 5 is a perspective view showing a method of connecting each member such as an outer member.
FIG. 6 is a diagram showing a state where a plurality of reference circles are used for one frame.
[Explanation of symbols]
REFERENCE SIGNS LIST 1 reference circle 2 frame 3 connecting member 4 outer member 5, 5 a, 5 b inner member 6 sector 7 arc 8 triangular space 9 pillar 10 beam 11 inclined surface 12 wall 13 plate 14 metal fittings 15 auxiliary pillar 16 small pillar 17 tarky 18

Claims (2)

枠体(2)と、該枠体(2)間を結ぶために配置された棒材からなる連結材(3)と、を備え、
前記枠体(2)は、平行に対向する一対の外側材(4)と、該一対の外側材(4)によって両側から挟み込まれるように交差して配設されている内側材(5)と、から構成され、
さらに枠体(2)は、基準円(1)を想定して、この基準円(1)を複数の扇形(6)で区画して、この扇形(6)で区切られた円弧(7)の端部を点A,点B,点A,点Bと交互に規定して、隣接する点A同士を結ぶ弦に倣って外側材(4)を配置して、かつ点Aを境に隣接する外側材(4)を相互に結合させて、同様に隣接する点B同士を結ぶ弦に倣って内側材(5)を配置して、かつ点Bを境に隣接する内側材(5)を相互に結合させて、アーチ状に組み上げられた構成であり、
枠体(2)には、外側材(4)と内側材(5)とで区画される三角形状の空間である三角空間(8)が形成されており、この三角空間(8)を貫通するように連結材(3)が配置され、枠体(2)と連結材(3)を相互に結合させ、
前記枠体(2)を連結材(3)に沿って間隔をおいて配置することにより、枠体(2)と連結材(3)から規定される平面を屋根の傾斜面(11)としたことを特徴とする屋根の骨格構造。
A frame (2), and a connecting member (3) made of a bar arranged to connect between the frames (2);
The frame body (2) includes a pair of outer members (4) opposed in parallel and an inner member (5) disposed to intersect so as to be sandwiched from both sides by the pair of outer members (4). , Consisting of
Furthermore, assuming a reference circle (1), the frame (2) divides the reference circle (1) into a plurality of sectors (6), and forms an arc (7) divided by the sectors (6). The end portions are alternately defined as points A, B, A, and B, and the outer member (4) is arranged along the chord connecting the adjacent points A, and is adjacent to the point A as a boundary. The outer members (4) are connected to each other, the inner member (5) is similarly arranged following the chord connecting the adjacent points B, and the adjacent inner members (5) are connected to each other at the point B. It is a configuration that is assembled in an arch shape by combining
The frame (2) has a triangular space (8), which is a triangular space defined by the outer member (4) and the inner member (5), and penetrates the triangular space (8). The connecting member (3) is arranged as described above, and the frame (2) and the connecting member (3) are mutually connected,
By arranging the frame body (2) at intervals along the connecting member (3), a plane defined by the frame body (2) and the connecting member (3) is used as the inclined surface (11) of the roof. A skeletal structure of a roof characterized by that.
枠体(2)と、該枠体(2)間を結ぶために配置された棒材からなる連結材(3)と、を備え、
前記枠体(2)は、平行に対向する一対の外側材(4)と、該一対の外側材(4)によって両側から挟み込まれるように交差して配設されている内側材(5)と、から構成され、
さらに枠体(2)は、基準円(1)を想定して、この基準円(1)を複数の扇形(6)で区画して、この扇形(6)で区切られた円弧(7)の端部を点A,点B,点A,点Bと交互に規定して、隣接する点A同士を結ぶ弦に倣って外側材(4)を配置して、かつ点Aを境に隣接する外側材(4)を相互に結合させて、同様に隣接する点B同士を結ぶ弦に倣って内側材(5)を配置して、かつ点Bを境に隣接する内側材(5)を相互に結合させて、環状に組み上げられた構成であり、
枠体(2)には、外側材(4)と内側材(5)とで区画される三角形状の空間である三角空間(8)が形成されており、この三角空間(8)を貫通するように連結材(3)が配置され、枠体(2)と連結材(3)を相互に結合させ、
前記枠体(2)を連結材(3)に沿って間隔をおいて配置することにより、連結材(3)を直立する柱(9)として、かつ枠体(2)と連結材(3)から規定される平面を壁面(12)としたことを特徴とする壁面の骨格構造。
A frame (2), and a connecting member (3) made of a bar arranged to connect between the frames (2);
The frame body (2) includes a pair of outer members (4) opposed in parallel and an inner member (5) disposed to intersect so as to be sandwiched from both sides by the pair of outer members (4). , Consisting of
Furthermore, assuming a reference circle (1), the frame (2) divides the reference circle (1) into a plurality of sectors (6), and forms an arc (7) divided by the sectors (6). The end portions are alternately defined as points A, B, A, and B, and the outer member (4) is arranged along the chord connecting the adjacent points A, and is adjacent to the point A as a boundary. The outer members (4) are connected to each other, the inner member (5) is similarly arranged following the chord connecting the adjacent points B, and the adjacent inner members (5) are connected to each other at the point B. It is a configuration assembled in a ring by joining to
The frame (2) has a triangular space (8), which is a triangular space defined by the outer member (4) and the inner member (5), and penetrates the triangular space (8). The connecting member (3) is arranged as described above, and the frame (2) and the connecting member (3) are mutually connected,
By arranging the frame body (2) at intervals along the connecting member (3), the connecting member (3) serves as an upright pillar (9), and the frame body (2) and the connecting member (3). The skeletal structure of the wall surface, wherein the plane defined by the above is a wall surface (12).
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