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JPH089897B2 - Roofing structure - Google Patents
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JPH089897B2 - Roofing structure - Google Patents

Roofing structure

Info

Publication number
JPH089897B2
JPH089897B2 JP2305379A JP30537990A JPH089897B2 JP H089897 B2 JPH089897 B2 JP H089897B2 JP 2305379 A JP2305379 A JP 2305379A JP 30537990 A JP30537990 A JP 30537990A JP H089897 B2 JPH089897 B2 JP H089897B2
Authority
JP
Japan
Prior art keywords
arch
roof
vertical wall
main
chord
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2305379A
Other languages
Japanese (ja)
Other versions
JPH04176943A (en
Inventor
義春 小坂
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2305379A priority Critical patent/JPH089897B2/en
Publication of JPH04176943A publication Critical patent/JPH04176943A/en
Publication of JPH089897B2 publication Critical patent/JPH089897B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 本発明は木造建築物のアーチ形屋根、殊に長尺板材を
積層し形成したアーチ材にてアーチ形屋根を構築する屋
根組構造体の改善に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to improvement of an arch-shaped roof of a wooden building, and more particularly to a roof construction structure for constructing an arch-shaped roof with arch materials formed by laminating long plate materials. .

従来技術 従来、屋根組構造体においては、長尺板材を積層形成
したシングル形やダブル形アーチ材を複数並設し各アー
チ材の両側に柱を接合して屋根組を構築したものが知ら
れている。これらは何れも垂直荷重に対し高耐力を示し
大間口の建物の建設が可能であるところから、畜舎、倉
庫、工場、体育館等のアーチ形の屋根組構造体として広
く実施されているものである。
2. Description of the Related Art Conventionally, as a roof assembly structure, it is known that a plurality of single-type or double-shaped arch materials, which are formed by laminating long plate materials, are arranged in parallel, and columns are joined to both sides of each arch material to construct a roof assembly. ing. Since all of them have high proof strength against vertical load and can construct a building with large frontage, they are widely used as arch-shaped roof-structured structures such as livestock houses, warehouses, factories, and gymnasiums. .

発明が解決しようとする問題点 然るに上記の屋根組構造体は建築基準に基く強度計算
からアーチ材の積層枚数と使用本数が定められ、間口の
大小、奥行の大小に拘らず定格の重積層アーチ材を所定
本数用い建築を行なっており、これらのアーチ材は全て
無垢の柱で支持することも加わって材料消費が必要以上
に多くなり建築コストが高くなる問題を有している。
Problems to be Solved by the Invention However, in the above roof structure, the number of laminated arched materials and the number of used arched materials are determined from the strength calculation based on the building standards. Construction is performed using a predetermined number of timbers, and all of these arch materials have the problem that the material consumption becomes unnecessarily large and the construction cost increases due to the fact that they are all supported by solid pillars.

又アーチ材の両端を柱で支える構造である場合は柱と
アーチ材の接合部が構造的な弱点となる問題を有してい
る。このアーチ材と柱の接合部の弱点を克服するため、
例えば屋根及び柱に相当する部分を全て積層板構造とし
た単一のアーチ材を使用することを試考すると、内部空
間を効率的に確保できないばかりか、多雪地帯では雪の
落下を誘発し易く、安全性に欠け、又全面アーチである
ため建築時や、屋根の葺きかえ時、或いは雪降し時の足
場確保に難点を有している。
Further, in the case of a structure in which both ends of the arch material are supported by columns, there is a problem that the joint portion between the columns and the arch material becomes a structural weak point. In order to overcome the weakness of the joint between the arch material and the pillar,
For example, when considering using a single arch material in which all parts corresponding to roofs and columns are laminated board structure, it is not possible to secure the internal space efficiently, and it also induces snow fall in heavy snow areas. It is easy, lacks safety, and has a full arch, which makes it difficult to secure a foothold during construction, when changing the roof, or when it snows.

本発明は上記諸問題を有効に解決する積層アーチ材を
使用した屋根組構造体を提供する。
The present invention provides a roof construction structure using a laminated arch material that effectively solves the above problems.

問題点を解決するための手段 即ち、本発明は複数枚の長尺板材を積層形成したアー
チ材の中央アーチ部でアーチ形屋根葺き部を形成すると
共に、中央アーチ部の両側部で土台に据付ける脚部を形
成すると共に、該脚部の側方に垂直壁を構築し、該垂直
壁の上端に片流れ屋根を設けその基端を上記アーチ形屋
根葺き部の端部に連設した屋根組構造体を構成したもの
において、上記アーチ材に積層板構造の弦材を横架し、
該弦材の両端を上記アーチ形屋根葺き部と脚部の連設部
付近に連結すると共に、該弦材両端を上記垂直壁上端に
連結し、上記弦材上に二階床組を構築したものである。
Means for Solving the Problems That is, according to the present invention, an arch-shaped roofing portion is formed by a central arch portion of an arch material formed by laminating a plurality of long plate materials, and is installed on a base on both sides of the central arch portion. A roof assembly in which a leg to be attached is formed, a vertical wall is constructed on the side of the leg, and a one-way roof is provided at the upper end of the vertical wall and the base end of which is connected to the end of the arch-shaped roofing part. In the structure, the chord member of the laminated plate structure is laid across the arch member,
Both ends of the chord are connected near the connecting portion of the arch-shaped roofing part and the legs, and both ends of the chord are connected to the upper end of the vertical wall to construct a second floor floor set on the chord. Is.

作 用 この発明においては積層板構造のアーチ材の中央アー
チ部でアーチ形屋根葺き部を形成し、中央アーチ部の両
側部で土台組される脚部を形成すると共に、該脚部の側
方に垂直壁を構築し、該垂直壁の上端に片流れ屋根を設
けその基端を上記アーチ形屋根葺き部の端部に連設し、
上記屋根組構造体が構築される。
Operation In the present invention, the arch-shaped roofing part is formed by the central arch part of the laminated plate-shaped arch material, and the leg parts to be mounted as base are formed on both sides of the central arch part, and the lateral sides of the leg parts are formed. A vertical wall is constructed, and a one-sided roof is provided at the upper end of the vertical wall, and the base end of the vertical wall is connected to the end of the arch-shaped roofing part.
The roof structure is constructed.

これにより柱とアーチ材の接合部における構造上の弱
点を排除しながら、アーチ材の脚部の側方に形成した側
壁と片流れ屋根による構築空間によって内部空間を有効
に確保し、上記側部構築物によってアーチ形屋根葺き部
からの落雪を該片流れ屋根によって受け止め、又構築時
や雪降しの足場として活用でき、前記安全性や作業性の
問題を解消できる。
This eliminates structural weaknesses at the joint between the pillar and the arch material, while effectively securing the internal space by the side wall formed on the side of the leg of the arch material and the construction space by the one-way roof, and the side structure Thus, snowfall from the arch-shaped roofing part can be received by the one-sided roof, and can be utilized as a scaffold for construction or snowfall, and the problems of safety and workability can be solved.

更に上記屋根組構造体において、上記アーチ材に積層
板構造の弦材を横架し、該弦材の両端を上記アーチ形屋
根葺き部と脚部の連設部付近に連結すると共に、該弦材
両端を上記垂直壁上端に連結し、上記弦材上に二階床組
を構築する構成としたものであるから、アーチ材の屋根
組構造体としての垂直荷重、側荷重に対する強度を増強
しつつ、アーチ材の内部空間を有効に利用した二階建て
構造が構築でき、弦材両端をアーチ形屋根葺き部と脚部
の連設部付近に連結しつつ、下屋の垂直壁に連結するこ
とにより、アーチ材下に形成される母屋とアーチ材の脚
部外側に形成される下屋の梁材として有効に寄与させ、
又この梁材により下屋の片流れ屋根部付近に二階床組を
構築でき、一階部分に相当する下屋に対する二階部分の
設計が合理的に形成できる。
Further, in the above roof structure, a chord member having a laminated plate structure is laterally laid on the arch member, and both ends of the chord member are connected near the connecting portion of the arch-shaped roofing portion and the leg portion, and the chord member is connected. Since both ends of the timber are connected to the upper end of the vertical wall to construct a second floor floor set on the chord member, while strengthening the vertical load and side load of the roofing structure of the arch material By constructing a two-story structure that effectively uses the internal space of the arch material, by connecting both ends of the chord material to the area where the arch-shaped roofing part and legs are connected, and by connecting to the vertical wall of the lower house , Effectively contribute as a beam material for the purlins formed under the arch material and the shedhouse formed outside the legs of the arch material,
In addition, a second-floor set can be constructed near the one-way roof part of the lower house by this beam material, and the design of the second-floor part for the lower house corresponding to the first-floor part can be rationally formed.

又建物の梁材を形成する弦材と柱となる脚部を共に積
層板構造としたので、強度向上が望めるばかりか、無垢
の角材を用いた場合に比べ建築コストの低減化をも達成
できる。
In addition, since the chords that form the beams of the building and the legs that will be the pillars are made of a laminated plate structure, not only can strength be expected to be improved, but also a reduction in construction cost can be achieved compared to the case of using solid timber. .

実施例 以下本発明の実施例を第1図乃至第10図に基いて説明
する。
Embodiments Embodiments of the present invention will be described below with reference to FIGS. 1 to 10.

木製の長尺板材1を天地方向に複数枚積層し土台組さ
れる主アーチ材2を形成し、該主アーチ材2を広間隔を
存し並設し、該並設間に連結材3を上記主アーチ材2の
延在方向に間隔的に複数本配し、隣接する主アーチ材2
と相互に連結する。
A plurality of wooden long plate materials 1 are laminated in the vertical direction to form a main arch material 2 which is assembled as a base, the main arch materials 2 are arranged in parallel at wide intervals, and a connecting material 3 is provided between the parallel arrangement. A plurality of main arch members 2 adjacent to each other are arranged at intervals in the extending direction of the main arch members 2.
Interconnect with.

該連結材3を主アーチ材2に取付ける手段として例え
ば第6図に示すような箱形の連結金具6を用い、これを
上記主アーチ材2の側面に同金具6と一体の座板4を以
って釘類9等で取付け、上記連結材3の両端部を連結金
具6の上面開口部10より嵌装した上で側板5を介し釘類
11等で固着する。
As means for attaching the connecting member 3 to the main arch member 2, for example, a box-shaped connecting member 6 as shown in FIG. 6 is used, and a seat plate 4 integrated with the metal member 6 is attached to the side surface of the main arch member 2. Then, the nails 9 and the like are attached, and both ends of the connecting member 3 are fitted into the upper openings 10 of the connecting fittings 6 and then the nails are inserted through the side plates 5.
Stick at 11 mag.

同様にして主アーチ材2の延在方向の側面に連結材3
を間隔的に配し主アーチ材間を連結する。更に上記主ア
ーチ材2に比べ少ない枚数の長尺板材7を天地方向に積
層して補助アーチ材8を形成し、該補助アーチ材8を上
記主アーチ材2間に単数又は複数本主アーチ材と並列し
て配し、該補助アーチ材8を上記連結材3上に架装し釘
止め等にて取付ける。このため上記連結金具6は主アー
チ材2の外周アーチ面から補助アーチ材8の厚みに相当
する寸法を存して主アーチ材2の側面に取付け、両アー
チ材2,8の外周アーチ面を同一レベルとなるよう屋根組
を構成する。
Similarly, the connecting member 3 is provided on the side surface of the main arch member 2 in the extending direction.
Are arranged at intervals to connect the main arch members. Further, a smaller number of long plate members 7 than the main arch member 2 are laminated in the vertical direction to form an auxiliary arch member 8. The auxiliary arch member 8 is provided between the main arch members 2 in a single or plural number. The auxiliary arch member 8 is mounted on the connecting member 3 and attached by nailing or the like. Therefore, the connecting metal fitting 6 is attached to the side surface of the main arch member 2 with a dimension corresponding to the thickness of the auxiliary arch member 8 from the outer arch surface of the main arch member 2, and the outer arch surfaces of both arch members 2 and 8 are attached. Configure the roof structure so that they are at the same level.

又第1図に示すように主アーチ材2は中央において分
割し、該分割部において天地方向の組手にし、該組手部
両側又は上下面より第7図に示すようなコ形等の挟着金
具15で挟着し且つ締結ボルト16で両アーチ材2A,2Bを該
挟着金具15にナット17締めして結合し、よって主アーチ
材2を形成する。
Further, as shown in FIG. 1, the main arch member 2 is divided at the center, and the divided parts are made into vertical erections, and the U-shaped parts as shown in FIG. The arches 2A and 2B are sandwiched by the fittings 15 and fastened with the fastening bolts 16 to join the arches 2A, 2B to the sandwiches 15 by tightening the nuts 17, thereby forming the main arch 2.

上記主アーチ材2は中央アーチ部12でアーチ形屋根葺
き部18を形成すると共に、該中央アーチ部12の両端部で
土台21に据付ける脚部20を形成する。アーチ形屋根葺き
部18の外周面に奥行方向に延在する垂木19を間隔的に取
付け、該垂木19上面に波板等のルーフィング材38をもっ
て屋根葺きする。
The main arch member 2 forms an arch-shaped roofing portion 18 at the central arch portion 12, and also forms leg portions 20 to be installed on a base 21 at both ends of the central arch portion 12. Rafters 19 extending in the depth direction are mounted at intervals on the outer peripheral surface of the arch-shaped roofing portion 18, and a roofing member 38 such as a corrugated sheet is used for roofing on the upper surface of the rafters 19.

又上記土台21はコンクリート製のつかにて形成し、該
つかの上面に突出させたアンカーボルト23の一側面が開
口した箱形の脚部取付け金具22をナット24締めして取付
け、該脚部取付け金具22に上記脚部20を嵌装させ、締結
ボルトを以って金具22の側板にナット26で締付け固定す
る。よって主アーチ材2を土台21上に構築する。
Further, the base 21 is formed by a concrete clasp, and a box-shaped leg fitting 22 having an opening on one side of an anchor bolt 23 protruding on the upper surface of the clasp is attached by tightening a nut 24 to attach the leg. The leg portion 20 is fitted to the mounting metal fitting 22, and the side plate of the metal fitting 22 is tightened and fixed by a nut 26 with a fastening bolt. Therefore, the main arch material 2 is built on the base 21.

更に上記脚部20の間口方向の左右側方に垂直壁28を奥
行方向に亘って設け、該垂直壁28の上端に片流れ屋根30
を架設し、該片流れ屋根30の基端31を上記アーチ形屋根
葺き部18の端部32に連設し、下屋33を構築する。
Further, vertical walls 28 are provided on the left and right sides in the frontage direction of the leg portions 20 in the depth direction, and a one-way roof 30 is provided at the upper end of the vertical walls 28.
And a base end 31 of the one-sided roof 30 is connected to an end 32 of the arch-shaped roofing part 18 to construct a lower house 33.

更に主アーチ材2には積層板構造の弦材34を設け、該
弦材34の両端と上記垂直壁28とを連結する。換言すれば
弦材34と下屋33とを主アーチ材2を介し連結し、主アー
チ材を主体とする母屋と下屋の共通の連装梁を構成す
る。
Further, the main arch member 2 is provided with a chord member 34 having a laminated plate structure, and both ends of the chord member 34 are connected to the vertical wall 28. In other words, the chord member 34 and the lower house 33 are connected to each other via the main arch member 2 to form a common connecting beam for the main house and the lower house, which mainly include the main arch member.

例えば連結金具35の一端を弦材34の端部に取付け、同
他端を垂直壁上端に横設する補助梁材29に取付け、更に
連結金具35の中央部を主アーチ材2に取付けて上記連装
梁を形成する。好ましくは上記弦材34は主アーチ材2の
アーチ形屋根葺き部18と脚部20との連設部付近に横架す
る。又弦材34上に床を形成し二階建てを構築する。
For example, one end of the connecting fitting 35 is attached to the end of the chord member 34, the other end thereof is attached to an auxiliary beam member 29 which is installed horizontally on the upper end of the vertical wall, and the central portion of the connecting fitting 35 is attached to the main arch member 2 to Form a continuous beam. Preferably, the chord member 34 is laid horizontally in the vicinity of the connecting portion between the arch-shaped roofing portion 18 and the leg portion 20 of the main arch member 2. Also, a floor is formed on the chord members 34 to construct a two-story building.

更に上記の主アーチ材2と補助アーチ材8を用いて屋
根組構造体を形成する場合、第1図に示す全面アーチ形
の主アーチ材2を用い屋根組構築を行なう他、第10図に
示すように屋根葺き部18を形成する部分のみを前記積層
板構造の主アーチ材2′とし、これを柱27上に装設し、
前記補助アーチ材8を並用することも可能である。
Further, when the roof set structure is formed by using the main arch member 2 and the auxiliary arch member 8 described above, the roof set is constructed by using the full arch type main arch member 2 shown in FIG. As shown, only the portion forming the roofing part 18 is used as the main arch material 2'of the laminated plate structure, which is installed on the pillar 27,
It is also possible to use the auxiliary arch material 8 together.

又第9図は主アーチ材2、補助アーチ材8と連結材3
で構成する空間の対角線上に、ターンバクル36にて長さ
調節自在な斜材37を交叉して張設し、屋根組の剛構造化
を向上した場合を示している。
FIG. 9 shows the main arch material 2, the auxiliary arch material 8 and the connecting material 3.
The diagonal structure of the space is composed of a turn bag 36 and a diagonal member 37 whose length is adjustable so as to extend across the space to improve the rigid structure of the roof set.

発明の効果 上記説明のように本発明の屋根組構造体を用いること
により、柱上に装設される重積層の主アーチ材を広間隔
をあけて設置することを可能にしながら、限定された積
層枚数の補助アーチ材で応力分散を図ることができ、従
来の重積層アーチ材を用いて屋根組を構築する場合に比
べ大幅な材料削減が図れると共に、屋根組構造体全体の
重量が軽減される好結果を招来し、その結果構築コスト
の低減化も達成できるものである。
EFFECTS OF THE INVENTION By using the roof structure of the present invention as described above, it is possible to install the multi-layered main arch materials installed on the pillars at wide intervals, but it is limited. Stress distribution can be achieved with the number of laminated arch materials, and the material can be significantly reduced compared to the case of constructing a roof structure using conventional multi-layer arch materials, and the weight of the entire roof structure structure can be reduced. As a result, the construction cost can be reduced.

又屋根と柱に相当する全体を単一のアーチ材で形成す
ることにより、従来の柱とアーチ材の接合部における構
造上の弱点を排除しながら、アーチ材の脚部の側方に形
成した側壁と片流れ屋根による構築空間によって内部空
間を有効に確保することができ、上記側部構築物によっ
てアーチ形屋根葺き部からの落雪を片流れ屋根により受
け止め、又構築時や雪降しの足場として活用でき前記し
た安全性や作業性の問題を解消できるものである。
In addition, by forming the entire roof and pillars with a single arch material, the structural weak points at the joints between the conventional pillars and arch materials were eliminated, and the sides of the arch material legs were formed. The interior space can be effectively secured by the building space consisting of the side wall and the one-sided roof, and the snowfall from the arch-shaped roofing part can be received by the one-sided roof by the above-mentioned side structure, and can be used as a scaffold for construction and snowfall. It is possible to solve the above-mentioned problems of safety and workability.

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

第1図は本発明の屋根組構造体正面図、第2図は本発明
の実施例を示す屋根組構造体の要部斜視図、第3図は同
A−A断面図、第4図は同B−B断面図、第5図は同C
−C断面図、第6図は連結金具斜視図、第7図A,Bは主
アーチ材を分割し金具で継手結合する例を夫々示す断面
図、第8図は主アーチ材の脚部土台組部分解斜視図、第
9図は屋根組構造体を一部切欠して示す平面図である。 1,7……長尺板材、2,2′……主アーチ材、3……連結
材、8……補助アーチ材、18……アーチ形屋根葺き部、
20……脚部、28……垂直壁、30……片流れ屋根、33……
下屋。
FIG. 1 is a front view of the roof structure of the present invention, FIG. 2 is a perspective view of a main part of the roof structure showing an embodiment of the present invention, FIG. 3 is a sectional view taken along line AA of FIG. The same BB sectional drawing and FIG.
-C cross-sectional view, FIG. 6 is a perspective view of a connecting metal fitting, FIGS. 7A and 7B are cross-sectional views showing examples in which the main arch material is divided and joint-joined with a metal fitting, and FIG. 8 is a leg base of the main arch material. FIG. 9 is an exploded perspective view of the assembled part, and FIG. 9 is a plan view showing the roof assembled structure partially cut away. 1,7 …… Long plate material, 2,2 ′ …… Main arch material, 3 …… Connecting material, 8 …… Auxiliary arch material, 18 …… Arch roofing part,
20 …… legs, 28 …… vertical wall, 30 …… one-sided roof, 33 ……
Lower house

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】長尺板材を複数枚積層してアーチ材を形成
し、該アーチ材を間隔を置いて並設し、該アーチ材の中
央アーチ部でアーチ形屋根葺き部を形成し上記中央アー
チ部の両側部で土台に据付ける脚部を形成すると共に、
該脚部の側方に垂直壁を設け、該垂直壁の上端に片流れ
屋根を設け、該片流れ屋根の基端を上記アーチ形屋根葺
き部の端部に連設した屋根組構造体において、上記アー
チ材に積層板構造の弦材を横架し、該弦材の両端を上記
アーチ形屋根葺き部と脚部の連設部付近に連結すると共
に、該弦材両端を上記垂直壁上端に連結し、上記弦材上
に二階床組を構築したことを特徴とする屋根組構造体。
1. An arch material is formed by laminating a plurality of long plate materials, the arch materials are arranged in parallel at intervals, and an arch-shaped roofing portion is formed at the central arch portion of the arch material. Form legs on the base on both sides of the arch,
A roof assembly structure in which a vertical wall is provided on a side of the leg, a one-way roof is provided at an upper end of the vertical wall, and a base end of the one-way roof is continuously provided to an end of the arch-shaped roofing part. A chord member having a laminated plate structure is laterally laid on the arch member, and both ends of the chord member are connected near the connecting portion of the arch-shaped roofing part and the leg portion, and both ends of the chord member are connected to the upper end of the vertical wall. And, a roof assembly structure characterized by constructing a second floor assembly on the above chord material.
JP2305379A 1990-11-08 1990-11-08 Roofing structure Expired - Fee Related JPH089897B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2305379A JPH089897B2 (en) 1990-11-08 1990-11-08 Roofing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2305379A JPH089897B2 (en) 1990-11-08 1990-11-08 Roofing structure

Publications (2)

Publication Number Publication Date
JPH04176943A JPH04176943A (en) 1992-06-24
JPH089897B2 true JPH089897B2 (en) 1996-01-31

Family

ID=17944412

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2305379A Expired - Fee Related JPH089897B2 (en) 1990-11-08 1990-11-08 Roofing structure

Country Status (1)

Country Link
JP (1) JPH089897B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102621144A (en) * 2012-01-31 2012-08-01 中国中医科学院中药研究所 Instant micro and optical identification of traditional Chinese drug realgar powder

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102621144A (en) * 2012-01-31 2012-08-01 中国中医科学院中药研究所 Instant micro and optical identification of traditional Chinese drug realgar powder

Also Published As

Publication number Publication date
JPH04176943A (en) 1992-06-24

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