JP2004225301A - Eaves edge structure of corner section or trough section and eaves edge construction method - Google Patents

Eaves edge structure of corner section or trough section and eaves edge construction method Download PDF

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JP2004225301A
JP2004225301A JP2003012613A JP2003012613A JP2004225301A JP 2004225301 A JP2004225301 A JP 2004225301A JP 2003012613 A JP2003012613 A JP 2003012613A JP 2003012613 A JP2003012613 A JP 2003012613A JP 2004225301 A JP2004225301 A JP 2004225301A
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Japan
Prior art keywords
eaves
corner
valley
main material
girder
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JP2003012613A
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Japanese (ja)
Inventor
Koichi Hirai
浩一 平井
Shinji Tamai
慎二 玉井
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Sekisui House Ltd
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Sekisui House Ltd
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Priority to JP2003012613A priority Critical patent/JP2004225301A/en
Publication of JP2004225301A publication Critical patent/JP2004225301A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a new eaves edge structure capable of facilitating the adjustment of dimensions of extrusive part of an eaves in a corner section or a trough section to increase efficiency of roof construction. <P>SOLUTION: The eaves edge structure is so constituted that a corner rafter 2 is diagonally erected between a projected corner angle section A of a pole plate 1 or the like and a strut 6 or the like on a building body side, and after the lower end section of the corner rafter 2 is connected to the projected corner angle section A so as not to project it to the eaves side rather than the projected corner angle section A, an eaves corner rafter 20 supporting a roof load for an eaves part is connected to the lower end section of the corner rafter 2 in the extended direction of the corner rafter 2. The eaves corner rafter 20 comprises a main material 21 having sectional dimensions of the same width as that of the corner rafter 2 and reinforcing materials 22 attached to both sides thereof, and each reinforcing material 22 is extended to the building body side rather than the main material 21 to fix the extended part to both sides of the corner rafter 2 with a screw or a nail. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、木造またはこれに準じた木質系構造からなる屋根架構の、隅部や谷部における軒先構造と軒先工法に関する。
【0002】
【従来の技術】
木質系の工業化住宅における屋根架構では、勾配屋根の隅部や谷部を、図7に示すような構造とするのが一般的である。図示の例は寄棟屋根等に形成される隅部であるが、2本の軒桁1(1a,1b)、またはこれに類する横架材等が直交状態で接合された出隅角部A上に、軒先まで延出する隅木2を斜めに載せ架けて固定する。隅木2の図示しない上端部は、棟木、棟束または小屋束(当該屋根が下層階の下屋根の場合は柱)等に接合する。そして、隅木2の両側面から前記各軒桁1にかけて、屋根の勾配方向に沿う複数本の垂木3を適宜間隔で取り付ける。垂木3も軒先まで延出させ、隅木2及び垂木3の先端を軒先母屋4等で水平方向に連結する。さらに、これらの垂木3に野地板や屋根パネル等を取り付ける。
【0003】
このような屋根構造では、隅木2の断面形状が、単純な矩形ではなく、縦方向の中心面を境にして天端及び下端が両側に下り傾斜した山形状になるのが通常である。そのため、このような隅木2を軒桁1の出隅角部Aに固定するに際しては、両材の接合面を特殊な形状に切欠加工して係合させたり、専用の接合金物を介して接合している。かかる接合構造は、例えば特許文献1〜5等に提案されている。
【0004】
【特許文献1】
特開平7−34585号公報
【特許文献2】
特開平7−34586号公報
【特許文献3】
特開平7−34587号公報
【特許文献4】
特開平11−1986号公報
【特許文献5】
特開平11−247345号公報
【0005】
【発明が解決しようとする課題】
前記のような屋根構造では、軒先部分を精度良く仕上げるために、軒先の出寸法を厳密に調整する必要がある。この出寸法は、軒桁の位置が基準となる。軒先の出寸法調整に際しては、軒桁1の天端に現場で通り墨Xを打ち、隅木2の側面には軒先を基準にして割り出した腹墨Yを打って、隅木2の腹墨Yを軒桁1の通り墨Xに合わせる。隅木2が正確に位置決めされたならば、続いて垂木3も同様に位置決めする。
【0006】
このような位置決め作業においては、当然ながら、隅木2自体を、軒桁1の出隅角部A上に載架した状態で、材長方向に微小寸法ずつ移動させる作業が発生する。しかし、寸法の長大な隅木2を、足場の不自由な高所で、しかも斜め方向に位置決めするのは、相当の手間と困難を伴う作業である。
【0007】
とりわけ近年では、工業化住宅の分野において部材のユニット化やパネル化が進み、接合部にも合理的な金物が多用されるようになって、小屋組架構のスパンや構造部材の断面寸法が大きくなる傾向にある。そのため、隅木等も長大化、大断面化しており、前記のような位置決め作業にも、さらなる工数を要している。
【0008】
しかも、隅木2の固定が完了するまでは、垂木3や軒先母屋4等を取り付ける次工程に進むことができない。隅木2の位置決めに手間取ると、他の作業員の無駄な手待ち時間が発生することとなり、施工効率が低下してしまう。かかる実情は、屋根の隅部だけでなく、谷部についても全く同様である。
【0009】
そこで本発明は、隅部や谷部において軒先の出寸法調整を容易に行いうる新規な軒先構造を提供し、屋根施工の効率化を図ることを解決課題とする。
【0010】
【課題を解決するための手段】
本発明の隅部の軒先構造は、軒桁またはこれに類する横架材と、建物本体側の棟木、棟束、小屋束、柱またはこれらに類する構造材との間に隅木が斜めに架設され、この隅木の下端部が前記軒桁または前記横架材に連結されるとともに、この隅木の下端部には、軒先部分の屋根荷重を支持する軒隅木が、前記隅木の延長方向に連結されたことを特徴とする。
【0011】
さらに、前記軒隅木は、隅木と同幅の断面寸法を有する主材と、この主材の両側面にそれぞれ添着された添材とからなり、各添材は主材よりも建物本体側に延出されて、この延出部分が隅木の各側面に重合した状態で隅木に対しビスまたは釘で固定されるとともに、主材の天端と隅木の天端とが平帯状の補強金物を介して連結されたことを特徴とする。
【0012】
また、本発明の谷部の軒先構造は、軒桁またはこれに類する横架材と、建物本体側の棟木、棟束、小屋束、柱またはこれらに類する構造材との間に谷木が斜めに架設され、この谷木の下端部が前記軒桁または前記横架材に連結されるとともに、この谷木の下端部には、軒先部分の屋根荷重を支持する軒谷木が、前記谷木の延長方向に連結されたことを特徴とする。
【0013】
さらに、前記軒谷木は、谷木と同幅の断面寸法を有する主材と、この主材の両側面にそれぞれ添着された添材とからなり、各添材は主材よりも建物本体側に延出されて、この延出部分が谷木の各側面に重合した状態で谷木に対しビスまたは釘で固定されるとともに、主材の天端と谷木の天端とが平帯状の補強金物を介して連結されたことを特徴とする。
【0014】
また、本発明の隅部・谷部の軒先工法は、軒先に面した軒桁またはこれに類する横架材と、建物本体側に設けられる棟木、棟束、小屋束、柱またはこれらに類する構造材との間に隅木または谷木を斜めに架設して、前記隅木または谷木の下端部を前記軒桁または前記横架材に連結した後、前記隅木または谷木の下端部に、軒先部分の屋根荷重を支持する軒隅木または軒谷木を、前記隅木または谷木の延長方向に連結することを特徴とする。
【0015】
【発明の実施の形態】
以下、本発明の実施の形態について、それぞれ図面を参照しつつ説明する。なお、前記従来の屋根構造(図7)に示した軒先部分の構成と共通する部位・部材には、共通の名称及び符号を使用する。
【0016】
<屋根架構>
図1は、本発明の実施の形態にかかる変形勾配屋根の伏図であり、図2は、図1に示す屋根の小屋組架構を模式的に表した斜視図である。
【0017】
図1及び図2において、符号1(1a,1b,1c,…)は軒桁またはこれに相当する梁などの横架材である。符号5は小屋梁で、符号6a,6b,6cは前記小屋梁上に立設される小屋束及び棟束である。ただし、本説明においては、棟部を支持する棟束6a,6cと、それ以外の小屋束6bとを特に区別しない場合、これらを束材6と総称する。棟束6a同士、及び棟束6c同士は、それぞれ棟木7(7a,7b)を介して連結される。
【0018】
この屋根は、3箇所の隅部と、1箇所の谷部を有する。隅部には隅木2(2a,2b)が、谷部には谷木8が、それぞれ斜めに架設される。そして、棟木7、隅木2または谷木8から、各軒桁1にかけて、垂木3が架設される。以下、隅部・谷部の構造について、それぞれ詳述する。
【0019】
<隅部>
図3〜図4は、隅部の詳細な構造を示す。例示の形態では、隅木2は、上部の隅木2aと下部の隅木2bに分割され、上部の隅木2aは棟束6aと小屋束6bとの間に、下部の隅木2bは小屋束6bと出隅角部Aとの間に、それぞれ架設されている。また、この形態では、隅木2と連結される棟束6a及び小屋束6bが、建物の通り心方向に対し軸回りに45度、回動されて、束材6の側面が隅木2の材心と直交するように立設されている。
【0020】
隅木2と束材6や軒桁1とは、図示のような鋼板製の接合金物9(9a,9b,9c)を介して連結される。束材6側の接合金物9a,9bは、背板の両側縁部から二片の連結板を突設させたもので、背板を束材6にボルト・ナット締結し、連結板を隅木2の端部に形成したスリットに挿入して、隅木2の側面からドリフトピンを打込むことにより、隅木2と束材6とを連結する。また、軒桁1側の接合金物9cは、ほぞパイプの一端に一片の連結板を突設させたもので、ほぞパイプを軒桁1に形成したほぞ孔に挿入してドリフトピンで固定し、連結板を隅木2の端部に形成したスリットに挿入してドリフトピンで固定する。
【0021】
このように、本発明においては、隅木2の下端部が軒桁1までの長さに形成されて、軒先まで延出しない。したがって、前記のような接合金物9により、軒桁1や束材6との間に若干のクリアランスを設けて隅木2を連結すれば、隅木2を軒先の出寸法に合わせて位置決めする作業は不要になり、隅木2を容易かつ迅速に架設することができる。
【0022】
また、この構造では、隅木2を軒桁1と束材6のみで支持しており、隅木2には母屋梁等の横架材が接合されない。そのため、隅木2の断面形状は、図4中に添付した断面図に示すように、下端を平坦にすることができ、天端にのみ山形状の傾斜面を形成すればよい。これにより、隅木2の部材加工が容易になり、軒桁1との連結部も、前記従来の技術に記載したような複雑な接合形態に比べて格段に簡素化される。
【0023】
そして、軒桁1上に固定された隅木2の下端部に、本発明の要部をなす軒隅木20が継ぎ足され、この軒隅木20が軒先部分の屋根荷重を支持する。
【0024】
軒隅木20は、隅木2と同幅の断面寸法を有する主材21と、この主材21の両側面にそれぞれ添着された添材22とからなる。主材21と添材22とは、接着またはビス止めによって強固に接合されている。主材21及び添材22の断面形状は、図4中の断面図に示すように、天端と下端とが、それぞれ山形状の傾斜面をなすように形成されている。
【0025】
主材21の長さは、出隅角部Aから軒先ラインZまでの出寸法に基づいて予め加工されており、主材21と添材22の先端は軒先ラインZに合致するように揃えられている。添材22の他端は主材21よりも建物本体側に延出されており、この延出部分が隅木2の両側面に重ねられて、図示しないビスまたは釘で隅木2に固定される。この釘やビスは、添材22の延出部分の範囲内で乱に打つことができる。さらに、主材21の天端と隅木2の天端に平帯状の補強金物23を重ね、これを主材21及び隅木2にビス止めして、両者の接合部が補強される。
【0026】
<谷部>
図5〜図6は、谷部の詳細な構造を示す。例示の形態にかかる谷木8は、1本の連続する部材で、棟束6aと入隅角部Bとの間に架設される。谷木8と棟束6aや軒桁1との接合部にも、前記隅部と同様の接合金物9が用いられる。谷部においても、谷木8の下端部が軒桁1までの長さに形成されるので、谷木8の架設に際して面倒な軒先の出寸法調整は必要ない。
【0027】
そして、軒桁1上に谷木8が固定された後、谷木8の下端部に軒谷木80が継ぎ足される。軒谷木80も、前記した軒隅木20と同様に、谷木2と同幅の断面寸法を有する主材81と、この主材81の両側面にそれぞれ添着された添材82とからなる。主材81及び添材82の断面形状は、図6中に添付した断面図に示すように、天端と下端とが、それぞれ逆山形状の傾斜面をなすように形成されている。
【0028】
主材81の長さは、入隅角部Bから軒先ラインZまでの出寸法に基づいて予め加工されており、主材81と添材82の先端は軒先ラインZに合致するように揃えられている。添材82の他端は主材81よりも建物本体側に延出され、この延出部分が谷木8の両側面に重ねられて、ビスまたは釘で固定される。さらに、主材81の天端と谷木8の天端に平帯状の補強金物23を重ね、これを主材81及び谷木8にビス止めして、両者の接合部が補強される。
【0029】
このように、本発明では、隅部・谷部における軒先の出寸法を、隅木2・谷木8に継ぎ足される軒隅木20・軒谷木80によって調整する。これらの軒隅木20・軒谷木80は、隅木2や谷木8に比べて短く軽量なので、位置決め及び固定作業を容易かつ迅速に行うことができる。また、隅木2や谷木8が軒桁1上に載架されれば直ちに、垂木3や小屋組補強材等を架設する工程に進むことができるので、現場での無駄な手待ち時間も解消されて、施工効率が向上する。
【0030】
【発明の効果】
本発明では、隅木や谷木を軒先に突出しない長さに形成して軒桁上に載架固定した後、その下端部に軒隅木や軒谷木を継ぎ足す構造を採用しているので、長大な隅木や谷木を位置決めする作業が不要になり、軒先の出寸法調整が容易になる。これにより、現場での施工効率が向上する。
【図面の簡単な説明】
【図1】本発明の実施の形態にかかる変形屋根の伏図である。
【図2】図1に示す変形屋根の小屋組架構を模式的に表した斜視図である。
【図3】図1の変形屋根における隅部の構造を示す側面図である。
【図4】同じく、隅部の構造を示す上面図である。
【図5】図1の変形屋根における谷部の構造を示す側面図である。
【図6】同じく、谷部の構造を示す上面図である。
【図7】従来の屋根架構における隅部の構造を示す斜視図である。
【符号の説明】
1 軒桁
2 隅木
20 軒隅木
21 主材
22 添材
23 補強金物
6 束材
7 棟木
8 谷木
80 軒谷木
81 主材
82 添材
[0001]
TECHNICAL FIELD OF THE INVENTION
TECHNICAL FIELD The present invention relates to an eaves structure and an eaves construction method at a corner or a valley of a roof frame having a wooden structure or a wooden structure similar thereto.
[0002]
[Prior art]
In a roof frame of a wood-based industrialized house, a corner or a valley of a sloped roof is generally structured as shown in FIG. The illustrated example is a corner formed on a roof of a ridge or the like, but a protruding corner A where two eaves girder 1 (1a, 1b) or a similar horizontal member is joined in an orthogonal state. A corner block 2 extending to the eaves is placed diagonally on top and fixed. An upper end portion (not shown) of the corner block 2 is joined to a purlin, a ridge bundle or a shed bundle (a pillar if the roof is a lower roof of a lower floor) or the like. Then, a plurality of rafters 3 along the slope direction of the roof are attached at appropriate intervals from both sides of the corner block 2 to the eaves girder 1. The rafters 3 are also extended to the eaves, and the ends of the corner trees 2 and the rafters 3 are connected horizontally by eaves purlins 4 or the like. Further, a field board, a roof panel, and the like are attached to these rafters 3.
[0003]
In such a roof structure, the cross section of the corner block 2 is usually not a simple rectangle but a mountain shape in which the top end and the bottom end are inclined downward on both sides with respect to the vertical center plane. Therefore, when fixing such a corner block 2 to the protruding corner A of the eaves girder 1, the joining surfaces of the two members are cut out into a special shape and engaged with each other, or are joined via a special joining hardware. are doing. Such a joint structure is proposed in Patent Documents 1 to 5, for example.
[0004]
[Patent Document 1]
JP-A-7-34585 [Patent Document 2]
JP-A-7-34586 [Patent Document 3]
JP-A-7-34587 [Patent Document 4]
JP-A-11-1986 [Patent Document 5]
JP-A-11-247345
[Problems to be solved by the invention]
In the roof structure as described above, it is necessary to precisely adjust the protrusion dimension of the eaves in order to finish the eaves with high accuracy. This projection dimension is based on the position of the eaves girder. At the time of adjusting the extension of the eaves, a black ink X is struck at the top of the eaves girder 1 at the site, and a black ink Y on the side of the corner 2 is determined based on the eaves. Align with black X as eaves digit 1. If the corner piece 2 is correctly positioned, then the rafter 3 is similarly positioned.
[0006]
In such a positioning operation, naturally, the operation of moving the corner block 2 itself by minute dimensions in the material length direction in a state where the corner block 2 is mounted on the protruding corner A of the eaves girder 1 occurs. However, positioning the large-sized corner block 2 at a high place where the scaffold is difficult and in a diagonal direction is an operation with considerable labor and difficulty.
[0007]
In particular, in recent years, in the field of industrialized housing, unitization and panelization of members have been advanced, and reasonable hardware has been frequently used for joints, so that the span of a cabin frame structure and the cross-sectional dimensions of structural members have increased. There is a tendency. For this reason, corners and the like are also becoming longer and larger in cross section, and the positioning work as described above requires more man-hours.
[0008]
In addition, it is not possible to proceed to the next step of attaching the rafter 3, the eaves purlin 4 and the like until the fixing of the corner block 2 is completed. If it takes time to position the corner block 2, a wasteful waiting time for other workers is generated, and the construction efficiency is reduced. The same is true not only for the corners of the roof but also for the valleys.
[0009]
Therefore, an object of the present invention is to provide a new eaves structure in which the eaves can be easily adjusted at corners and valleys to improve the efficiency of roof construction.
[0010]
[Means for Solving the Problems]
In the eaves structure at the corner of the present invention, a corner block is diagonally erected between an eave girder or a similar horizontal member and a purlin, ridge bundle, hut bundle, pillar or similar structural material on the building body side. The lower end of the corner block is connected to the eaves girder or the cross member, and the lower end of the corner block is connected to an eaves corner supporting the roof load of the eaves portion in the extending direction of the corner block. It is characterized by the following.
[0011]
Further, the eave corner block is composed of a main member having the same cross-sectional dimension as the corner block, and additional members attached to both side surfaces of the main member. Each of the additional members extends closer to the building body than the main member. It is taken out, and this extension part is fixed to each corner with screws or nails in a state of being superimposed on each side of the corner, and the top of the main material and the top of the corner are through a reinforcing strip in the form of a flat strip. It is characterized by being connected.
[0012]
Further, the valley eaves structure of the present invention is such that a valley is inclined between an eaves girder or a similar horizontal member and a ridge, ridge, shed, pillar or similar structural material on the building body side. The lower end of the valley is connected to the eave girder or the cross member, and the lower end of the valley is provided with an eave valley that supports the roof load of the eaves portion. It is characterized by being connected in a direction.
[0013]
Further, the eaves valley is composed of a main material having the same cross-sectional dimension as the valley, and additional materials attached to both sides of the main material. To the valley with screws or nails attached to the valley in a state where the extended portion overlaps each side of the valley, and the top of the main material and the top of the valley are flat strip-shaped. It is characterized by being connected via a reinforcing metal.
[0014]
Further, the corner / valley eaves construction method of the present invention comprises an eaves girder facing the eaves or a transverse member similar thereto, and a purlin, a bundle, a shed bundle, a pillar or a similar structure provided on the building body side. A corner or a valley is erected diagonally between the timber and the lower end of the corner or the valley is connected to the eaves girder or the cross member. An eaves corner or an eaves valley supporting a load is connected in the extension direction of the corners or the valleys.
[0015]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings. Note that common names and reference numerals are used for parts and members common to the configuration of the eaves tip shown in the conventional roof structure (FIG. 7).
[0016]
<Roof frame>
FIG. 1 is a plan view of a deformed gradient roof according to an embodiment of the present invention, and FIG. 2 is a perspective view schematically showing a hut frame structure of the roof shown in FIG.
[0017]
1 and 2, reference numeral 1 (1a, 1b, 1c,...) Denotes a transverse member such as an eaves girder or a beam corresponding thereto. Reference numeral 5 denotes a hut beam, and reference numerals 6a, 6b, and 6c denote a shed bundle and a ridge bundle standing on the hut beam. However, in the present description, the ridge bundles 6a and 6c that support the ridge portion and the other hut bundles 6b are collectively referred to as a bundle material 6 unless otherwise distinguished. The ridge bundles 6a and the ridge bundles 6c are connected to each other via ridges 7 (7a, 7b).
[0018]
This roof has three corners and one valley. Corner trees 2 (2a, 2b) are installed at the corners, and valleys 8 are installed obliquely at the valleys. Then, rafters 3 are erected from the purlin 7, the corner block 2 or the valley 8 to each eave girder 1. Hereinafter, the structures of the corners and the valleys will be described in detail.
[0019]
<Corner>
3 and 4 show the detailed structure of the corner. In the illustrated embodiment, the corner block 2 is divided into an upper corner block 2a and a lower corner block 2b. The upper corner block 2a is between the ridge bundle 6a and the shed bundle 6b, and the lower corner block 2b is connected to the shed bundle 6b. Each is erected between the corner A. Further, in this embodiment, the ridge bundle 6a and the shed bundle 6b connected to the corner block 2 are rotated by 45 degrees around the axis with respect to the direction of the center of the building, so that the side surfaces of the bundle 6 are the center of the corner block 2. It is erected so as to be orthogonal to.
[0020]
The corner block 2 and the bundle member 6 and the eaves girder 1 are connected via metal joints 9 (9a, 9b, 9c) made of steel plates as shown in the figure. The metal fittings 9a and 9b on the side of the bundle 6 are formed by projecting two connecting plates from both side edges of the back plate. The back plate is fastened to the bundle 6 with bolts and nuts, and the connecting plate is connected to the corner block 2. By inserting a drift pin from the side of the corner block 2 into the slit formed at the end of the corner block 2, the corner block 2 and the bundle 6 are connected. In addition, the joint metal 9c on the eaves girder 1 side is formed by projecting a piece of a connecting plate at one end of a tenon girder pipe. The tenon girder pipe is inserted into a tenon hole formed on the eaves girder 1 and fixed with a drift pin. The connecting plate is inserted into a slit formed at the end of the corner block 2 and fixed with a drift pin.
[0021]
Thus, in the present invention, the lower end of the corner block 2 is formed to the length of the eaves girder 1 and does not extend to the eaves tip. Therefore, if a small clearance is provided between the eaves girder 1 and the bundle material 6 by means of the above-mentioned joint hardware 9, and the corner block 2 is connected, the work of positioning the corner block 2 in accordance with the extension of the eaves is unnecessary. Thus, the corner block 2 can be easily and quickly erected.
[0022]
Further, in this structure, the corner block 2 is supported only by the eaves girder 1 and the bundle 6, and the corner block 2 is not joined to a lateral member such as a purlin beam. Therefore, as shown in the cross-sectional view attached in FIG. 4, the cross-sectional shape of the corner block 2 can be such that the lower end can be flat and the mountain-shaped inclined surface is formed only at the top end. As a result, the processing of the members of the corner block 2 is facilitated, and the connection portion with the eaves girder 1 is significantly simplified as compared with the complicated joining form described in the above-mentioned conventional technology.
[0023]
An eaves corner 20 which is a main part of the present invention is added to the lower end of the corner eaves 2 fixed on the eaves girder 1, and the eaves corner 20 supports the roof load of the eaves tip.
[0024]
The eave corner block 20 includes a main member 21 having the same cross-sectional dimension as the corner block 2, and additional members 22 attached to both side surfaces of the main member 21, respectively. The main material 21 and the additive 22 are firmly joined by bonding or screwing. As shown in the cross-sectional view of FIG. 4, the cross-sectional shape of the main material 21 and the additive 22 is such that the top end and the lower end each form a mountain-shaped inclined surface.
[0025]
The length of the main material 21 is preliminarily processed based on the protruding dimension from the protruding corner A to the eaves line Z, and the tips of the main material 21 and the auxiliary material 22 are aligned so as to match the eaves line Z. ing. The other end of the additional material 22 is extended toward the building body side from the main material 21, and this extended portion is overlapped on both side surfaces of the corner block 2 and fixed to the corner block 2 with screws or nails (not shown). These nails and screws can be hammered in the area of the extension of the attachment 22. Further, a flat band-shaped reinforcing metal member 23 is superimposed on the top end of the main member 21 and the top end of the corner block 2 and is screwed to the main member 21 and the corner block 2 to reinforce the joint between the two.
[0026]
<Tanibe>
5 and 6 show the detailed structure of the valley. The valley 8 according to the illustrated embodiment is a single continuous member that is installed between the ridge bundle 6 a and the corner B. The same joint metal 9 as that at the corner is used also at the joint between the valley 8 and the ridge bundle 6a or the eaves girder 1. Also at the valley, since the lower end of the valley 8 is formed up to the length of the eaves girder 1, it is not necessary to adjust the eaves dimension of the eaves when the valley 8 is erected.
[0027]
Then, after the valley 8 is fixed on the eaves girder 1, the eaves valley 80 is added to the lower end of the valley 8. The eaves valley 80 also includes a main material 81 having the same cross-sectional dimension as the valley 2, similarly to the eaves corner wood 20, and additional materials 82 attached to both side surfaces of the main material 81, respectively. As shown in the cross-sectional view attached to FIG. 6, the cross-sectional shapes of the main material 81 and the additive 82 are such that the top end and the lower end each form an inclined surface having an inverted mountain shape.
[0028]
The length of the main material 81 is preliminarily processed based on the outgoing dimension from the corner B to the eaves line Z, and the ends of the main material 81 and the auxiliary material 82 are aligned so as to match the eaves line Z. ing. The other end of the additional material 82 extends toward the building body side from the main material 81, and this extended portion is overlapped on both side surfaces of the valley 8 and fixed with screws or nails. Further, a flat band-shaped reinforcing metal member 23 is superimposed on the top of the main material 81 and the top of the valley 8, and this is screwed to the main material 81 and the valley 8 to reinforce the joint between them.
[0029]
As described above, in the present invention, the outgoing dimensions of the eaves at the corners and the valleys are adjusted by the eaves corners 20 and the eaves valleys 80 that are added to the corners 2 and the valleys 8. These eaves corners 20 and eaves valleys 80 are shorter and lighter than the corners 2 and the valleys 8, so that the positioning and fixing work can be performed easily and quickly. Further, as soon as the corner block 2 and the valley 8 are mounted on the eaves girder 1, the process of laying the rafters 3 and the hut reinforcements can be immediately proceeded, so that unnecessary waiting time at the site can be eliminated. As a result, construction efficiency is improved.
[0030]
【The invention's effect】
In the present invention, after the corners and valleys are formed to a length that does not protrude from the eaves and fixed on the eaves girder, a structure is employed in which the eaves corners and eaves valleys are added to the lower end thereof. This eliminates the need for positioning long corners and valleys, making it easier to adjust the eaves dimension. Thereby, the construction efficiency on site is improved.
[Brief description of the drawings]
FIG. 1 is a plan view of a deformed roof according to an embodiment of the present invention.
FIG. 2 is a perspective view schematically showing a cabin frame structure with a deformed roof shown in FIG.
FIG. 3 is a side view showing a structure of a corner in the modified roof of FIG. 1;
FIG. 4 is also a top view showing the structure of the corner.
FIG. 5 is a side view showing a structure of a valley in the modified roof in FIG. 1;
FIG. 6 is a top view showing the structure of the valley.
FIG. 7 is a perspective view showing a structure of a corner in a conventional roof frame.
[Explanation of symbols]
1 eaves girder 2 corner wood 20 eaves corner 21 main material 22 additional material 23 reinforcing hardware 6 bundle material 7 purlin 8 valley 80 eaves lower tree 81 main material 82 additional material

Claims (5)

軒桁またはこれに類する横架材と、建物本体側の棟木、棟束、小屋束、柱またはこれらに類する構造材との間に隅木が斜めに架設され、この隅木の下端部が前記軒桁または前記横架材に連結されるとともに、
この隅木の下端部には、軒先部分の屋根荷重を支持する軒隅木が、前記隅木の延長方向に連結されたことを特徴とする隅部の軒先構造。
A corner block is installed diagonally between the eaves girder or similar horizontal member and the purlins, ridges, shed bundles, columns or similar structural materials on the building body side, and the lower end of this corner is the eaves girder. Or, while being connected to the horizontal member,
An eaves corner structure in which an eaves corner supporting a roof load of the eaves portion is connected to a lower end portion of the corners in an extending direction of the corner eaves.
軒隅木は、隅木と同幅の断面寸法を有する主材と、この主材の両側面にそれぞれ添着された添材とからなり、各添材は主材よりも建物本体側に延出されて、この延出部分が隅木の各側面に重合した状態で隅木に対しビスまたは釘で固定されるとともに、
主材の天端と隅木の天端とが平帯状の補強金物を介して連結されたことを特徴とする請求項1に記載の隅部の軒先構造。
An eaves corner is composed of a main material having the same cross-sectional dimensions as the corner wood, and additional materials attached to both sides of the main material, and each additional material is extended toward the building body side from the main material. , While this extension part is fixed to the corner block with screws or nails in a state of overlapping on each side of the corner block,
2. The eaves structure at a corner according to claim 1, wherein the top of the main material and the top of the corner are connected via a flat band-shaped reinforcing metal.
軒桁またはこれに類する横架材と、建物本体側の棟木、棟束、小屋束、柱またはこれらに類する構造材との間に谷木が斜めに架設され、この谷木の下端部が前記軒桁または前記横架材に連結されるとともに、
この谷木の下端部には、軒先部分の屋根荷重を支持する軒谷木が、前記谷木の延長方向に連結されたことを特徴とする谷部の軒先構造。
A valley is installed diagonally between the eaves girder or similar horizontal member and the ridge, ridge, shed, pillar or similar structural material on the building body side, and the lower end of the valley is attached to the eave. Connected to the girder or the horizontal member,
An eaves valley structure in which an eaves valley supporting a roof load of an eaves portion is connected to a lower end portion of the valley in an extending direction of the valley.
軒谷木は、谷木と同幅の断面寸法を有する主材と、この主材の両側面にそれぞれ添着された添材とからなり、各添材は主材よりも建物本体側に延出されて、この延出部分が谷木の各側面に重合した状態で谷木に対しビスまたは釘で固定されるとともに、
主材の天端と谷木の天端とが平帯状の補強金物を介して連結されたことを特徴とする請求項1に記載の谷部の軒先構造。
An eaves valley consists of a main material having the same cross-sectional dimensions as the valley, and additional materials attached to both sides of the main material. Then, with this extension part fixed to the valley with screws or nails in a state of overlapping on each side of the valley,
The eaves structure of a valley part according to claim 1, wherein the top end of the main material and the top end of the valley are connected via a flat band-shaped reinforcing hardware.
軒先に面した軒桁またはこれに類する横架材と、建物本体側に設けられる棟木、棟束、小屋束、柱またはこれらに類する構造材との間に隅木または谷木を斜めに架設して、前記隅木または谷木の下端部を前記軒桁または前記横架材に連結した後、
前記隅木または谷木の下端部に、軒先部分の屋根荷重を支持する軒隅木または軒谷木を、前記隅木または谷木の延長方向に連結することを特徴とする隅部・谷部の軒先工法。
A corner or valley is installed diagonally between an eaves girder facing the eaves or a similar horizontal material and a ridge, ridge, shed, pillar or similar structural material provided on the building body side. After connecting the lower end of the corner block or valley to the eave girder or the cross member,
A corner / valley eaves construction method, wherein an eaves corner or eaves valley for supporting a roof load of an eaves part is connected to a lower end of the corners or valley in an extending direction of the corners or valley.
JP2003012613A 2003-01-21 2003-01-21 Eaves edge structure of corner section or trough section and eaves edge construction method Pending JP2004225301A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006207280A (en) * 2005-01-28 2006-08-10 Sekisui House Ltd Eaves structure of inclined roof
WO2022168625A1 (en) * 2021-02-03 2022-08-11 積水ハウス株式会社 Shed roofing structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006207280A (en) * 2005-01-28 2006-08-10 Sekisui House Ltd Eaves structure of inclined roof
JP4507897B2 (en) * 2005-01-28 2010-07-21 積水ハウス株式会社 Eaves structure of sloped roof
WO2022168625A1 (en) * 2021-02-03 2022-08-11 積水ハウス株式会社 Shed roofing structure
GB2617000A (en) * 2021-02-03 2023-09-27 Sekisui House Kk Shed roofing structure
JP7439777B2 (en) 2021-02-03 2024-02-28 積水ハウス株式会社 roof frame structure

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