JPH05171729A - Structure of roof - Google Patents

Structure of roof

Info

Publication number
JPH05171729A
JPH05171729A JP3356277A JP35627791A JPH05171729A JP H05171729 A JPH05171729 A JP H05171729A JP 3356277 A JP3356277 A JP 3356277A JP 35627791 A JP35627791 A JP 35627791A JP H05171729 A JPH05171729 A JP H05171729A
Authority
JP
Japan
Prior art keywords
roof
ridge
sub
main
eaves
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.)
Withdrawn
Application number
JP3356277A
Other languages
Japanese (ja)
Inventor
Osamu Tsuruta
修 鶴田
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co Ltd
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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP3356277A priority Critical patent/JPH05171729A/en
Publication of JPH05171729A publication Critical patent/JPH05171729A/en
Withdrawn legal-status Critical Current

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Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Abstract

PURPOSE:To provide high strength roof structure by providing a main roof structure part in which a roof member is elongated from a ridge to eaves on both sides of the ridge in the width direction, and also by providing a downward oriented trapezoidal sub-roof along the ridge and the eaves of the main roof structure part. CONSTITUTION:A roof 15 is made of a main roof structure part 17 elongated from a ridge 16 to eaves on both sides of the ridge in the direction of the width, and a sub-roof structure part 18 elongated from the main roof structure part 17 on the ridge side and the eaves side. The edge 17a of the main roof structure party 17 on the eaves side is arranged horizontally, and the edge 18a of the sub-roof structure part 18 on the waves side is inclined downwards. In addition, a roof end panel 22 is provided at the connecting portion of the main roof structure part 17 and the sub-roof structure part 18, and is supported on a wall panel 13. A auxiliary ridge member 23 is elongated toward the sub-roof structure part 18 of the roof end panel 22, and the sub-roof structure part 18 is supported by the tip end of this auxiliary ridge member 23. Thus, even if strong wind blows the roof, load does not concentrate at the edge of the eaves, and breakage of the load concentrating part can be avoided.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、強風時などに家屋に負
荷される風荷重に強い屋根構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roof structure which is strong against wind load applied to a house during strong wind.

【0002】[0002]

【従来の技術】一戸建てプレハブ住宅においては、すで
に画一的で規格化された住宅に代わって、例えば、フリ
ースタイルなどと呼称される企画型のプレハブ住宅が供
給され、それに伴って外装および内装デザインの多様な
ニーズに合わせて種々のバリエーションのものが開発さ
れている。特に住宅の屋根形状は住宅のスタイルを決定
づける上で重要な要素であるために、現在では、陸屋
根、切妻屋根は勿論、入母屋屋根、寄棟屋根、方形屋根
等、種々の構造の屋根が提供されている。
2. Description of the Related Art In detached prefabricated houses, planned prefabricated houses called freestyle, for example, are supplied in place of already standardized and standardized houses. Various variations have been developed to meet the diverse needs of In particular, since the roof shape of a house is an important factor in determining the style of the house, at present, not only flat roofs and gable roofs, but also roofs with various structures such as siding roofs, ridge roofs, and rectangular roofs are provided. ing.

【0003】[0003]

【発明が解決しようとする課題】図5は棟から両方に屋
根をふきおろし、棟の両側を切り落とした形状を有する
切妻屋根を備えたプレハブ住宅の一構造例を示すもので
ある。この住宅1は、現場施工のコンクリート製の基礎
2の上に、ユニット化した床パネル3…を敷き込み、そ
の上に壁パネル4…を組み上げ、その上に、小壁パネル
5を立設し、更に、軸組、木組などを施すとともに梁材
などを架け渡して小屋組をした後、小屋組の棟部と小壁
パネル5あるいは壁パネル4にそれぞれ屋根パネル6…
を組み付けて切妻屋根7が構築されている。
FIG. 5 shows an example of the structure of a prefabricated house having a gable roof in which both sides of the ridge are cut off from the ridge. In this house 1, a unitized floor panel 3 is laid on a concrete foundation 2 constructed on site, a wall panel 4 is assembled on it, and a small wall panel 5 is erected on it. Furthermore, after further forming a frame, a tree, etc. and straddling beams etc. to form a shed, the roof panel 6 is attached to the ridge of the shed and the small wall panel 5 or the wall panel 4, respectively.
The gable roof 7 is constructed by assembling.

【0004】前記屋根パネル6は、プレハブ構造の住宅
の場合、矩形枠状に組み付けた枠体の上面に面材を貼設
してなるパネル構造のもので、長方形状の屋根パネル6
を複数接合して構成されている。前記構成の切妻屋根7
を有する住宅1の場合、台風などの強風時において、住
宅1に風が吹き当てられた場合、この風の一部は切妻屋
根7を下から持ち上げる方向に作用する。この場合、壁
パネル4…を伝わる風は、住宅1の壁のコーナ部あるい
は棟部に集中し、風による負荷は、前記コーナ部の上の
屋根パネル6の端部a、あるいは、棟部に集中する。
In the case of a prefabricated house, the roof panel 6 has a panel structure in which a face material is attached to the upper surface of a frame body assembled in a rectangular frame shape. The rectangular roof panel 6
It is configured by joining a plurality of. Gable roof 7 with the above configuration
In the case of the house 1 having the above, when the house 1 is blown with a strong wind such as a typhoon, a part of this wind acts in a direction of lifting the gable roof 7 from below. In this case, the wind transmitted through the wall panels 4 is concentrated on the corner portion or the ridge portion of the wall of the house 1, and the load due to the wind is applied to the end portion a of the roof panel 6 above the corner portion or the ridge portion. concentrate.

【0005】これに対し、図5に示す通常の切妻屋根7
の構造によれば、切妻屋根7の棟の部分に集中する負荷
は小屋組の棟部で受けるので充分な耐力があって構造強
度は充分であるが、住宅1のコーナ部の屋根パネル6の
端部aに集中する負荷に対しては、屋根パネル6の支持
部分となる壁パネル6が端部aから遠いので、この部分
では構造強度が充分ではない場合も考えられる。本発明
は前記事情に鑑みてなされたもので、構造強度の高い屋
根構造を提供することを目的とする。
On the other hand, a normal gable roof 7 shown in FIG.
According to this structure, the load concentrated on the ridge part of the gable roof 7 is received by the ridge of the roof truss, so there is sufficient proof strength and structural strength, but the roof panel 6 at the corner of the house 1 With respect to the load concentrated on the end portion a, the wall panel 6 serving as a supporting portion of the roof panel 6 is distant from the end portion a, so that the structural strength may not be sufficient in this portion. The present invention has been made in view of the above circumstances, and an object thereof is to provide a roof structure having high structural strength.

【0006】[0006]

【課題を解決するための手段】請求項1記載の発明は前
記課題を解決するために、棟部から棟部の幅方向両側に
軒先まで屋根材を延出形成してなる形状の屋根構造にお
いて、棟部から棟部の幅方向両側に軒先まで屋根材を延
出してなる平面長方形状あるは正方形状の2つの主屋根
構成部と、主屋根構成部の棟部と軒部に沿って主屋根部
を延出した下向きの台形状の4つの副屋根部とから構成
してなるものである。
In order to solve the above-mentioned problems, the invention according to claim 1 provides a roof structure in which a roof material is formed to extend from a ridge part to both sides of the ridge part in the width direction to the eaves. , Two main roof components that are flat rectangular or square with roof material extending from the ridge to the eaves on both sides in the width direction of the ridge, and the main roof components along the ridge and the eaves It is composed of four downward trapezoidal sub-roofs extending from the roof.

【0007】請求項2記載の発明は前記課題を解決する
ために、棟部から棟部の幅方向両側に軒先まで屋根材を
延出形成してなる形状の屋根構造において、棟部から棟
部の幅方向両側に軒先まで屋根材を延出してなる平面長
方形状あるは正方形状の2つの主屋根構成部と、主屋根
構成部の棟部と軒部に沿って主屋根部を延出した下向き
の台形状の4つの副屋根部とから構成し、前記主屋根部
と副屋根部とからなる屋根全体の平面形状を長方形状に
してなるものである。
In order to solve the above-mentioned problems, a second aspect of the present invention is a roof structure having a shape in which a roof material is formed so as to extend from a ridge part to both sides in the width direction of the ridge part to the eaves end. The two main roof components that are flat rectangular or square and have roof materials extending to the eaves on both sides in the width direction of the roof, and the main roof components extending along the ridge and eaves of the main roof component. It is composed of four downward trapezoidal sub-roofs, and the entire roof consisting of the main roof and the sub-roofs has a rectangular planar shape.

【0008】請求項3記載の発明は前記課題を解決する
ために、棟部から棟部の幅方向両側に軒先まで屋根材を
延出形成してなる形状の屋根構造において、棟部から棟
部の幅方向両側に軒先まで屋根材を延出してなる平面長
方形状あるは正方形状の2つの主屋根構成部と、主屋根
構成部の棟部と軒部に沿って主屋根部を延出した下向き
の台形状の4つの副屋根部とから構成し、前記副屋根部
の下方に外壁を形成し、この外壁の上方に延出させた小
壁により副屋根部を支持するとともに、主屋根部と副屋
根部との接合部分を、小屋裏に立設された屋切構成体に
支持してなるものである。
In order to solve the above-mentioned problems, a third aspect of the present invention is a roof structure having a shape in which roof members are formed to extend from the ridge to both sides of the ridge in the width direction to the eaves. The two main roof components that are flat rectangular or square and have roof materials extending to the eaves on both sides in the width direction of the roof, and the main roof components extending along the ridge and eaves of the main roof component. It is composed of four downward trapezoidal sub-roof parts, an outer wall is formed below the sub-roof part, and the sub-roof part is supported by a small wall extending above the outer wall, and the main roof part is also formed. The joint between the roof and the sub-roof is supported by a house-cutting structure that is erected on the back of the hut.

【0009】[0009]

【作用】主屋根構成部に対して副屋根構成部が傾斜状態
で下向きに接続されているので、壁に沿って吹き付けら
れて主屋根構成部と副屋根構成部に沿って流れる風は、
主屋根構成部と副屋根構成部の接合部分に集中し、この
部分に負荷をかける。主屋根構成部と副屋根構成部の接
合部分は、屋切構成体で支持されているので、この部分
の構造強度は充分に高められている。よって台風などに
よる強風にさらされた場合であっても、充分に高い構造
強度を発揮する。また、風による負荷が、屋根の端部に
集中することはなくなるので、屋根端部が破損するおそ
れは生じない。 更に、主屋根構成部と副屋根構成部と
からなる屋根の全体形状が平面長方形状になるように形
成されているので、美観に優れた屋根構造を提供するこ
とができる。
[Function] Since the sub roof component is connected downward to the main roof component in an inclined state, the wind blown along the wall and flowing along the main roof component and the sub roof component is
Concentrate on the joint between the main roof component and the sub-roof component and apply a load to this joint. Since the joint portion of the main roof constituent portion and the sub roof constituent portion is supported by the roof construction member, the structural strength of this portion is sufficiently enhanced. Therefore, even when exposed to a strong wind such as a typhoon, sufficiently high structural strength is exhibited. Further, since the load due to the wind does not concentrate on the edge of the roof, there is no possibility that the edge of the roof will be damaged. Furthermore, since the overall shape of the roof including the main roof constituent portion and the sub roof constituent portion is formed to be a flat rectangular shape, it is possible to provide a roof structure excellent in aesthetics.

【0010】[0010]

【実施例】以下、図面を参照して本発明の実施例につい
て説明する。図1は本発明の一実施例の屋根構造を備え
た住宅の一例を示すものである。図1に示す住宅10に
おいて、符号11はコンクリート製の基礎であり、この
基礎11の上に床パネル12…を敷き込み、床パネル1
2…の上に壁パネル13…を建て込み、これらの壁パネ
ル13…の上に屋根パネルを複数枚接合して屋根15が
形成されている。この屋根15は、棟部16をその幅方
向両側に軒先まで延出して構成された主屋根構成部1
7、17と、これらの主屋根構成部17を棟側と軒側で
それぞれ延出して構成された副屋根構成部18、18と
から構成されるもので、全体として図2に示す如く平面
長方形状をなしている。また、主屋根構成部17の軒先
側の端縁17aは、水平に向けられているが、副屋根構
成部18の軒先側の端縁18aは、主屋根構成部17の
端縁17aに接続された部分から下向きに傾斜されてい
る。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows an example of a house having a roof structure according to an embodiment of the present invention. In the house 10 shown in FIG. 1, reference numeral 11 is a concrete foundation, and a floor panel 12 ...
A wall panel 13 is built on 2 and a plurality of roof panels are joined on the wall panels 13 to form a roof 15. The roof 15 has a main roof structure portion 1 formed by extending ridges 16 on both sides in the width direction to the eaves.
7, 17 and the sub-roof parts 18 and 18 formed by extending these main roof parts 17 on the ridge side and the eaves side, respectively, as shown in FIG. It is in a shape. The eaves-side edge 17a of the main roof forming part 17 is oriented horizontally, but the eaves-side edge 18a of the sub-roof forming part 18 is connected to the edge 17a of the main roof forming part 17. It is inclined downward from the open part.

【0011】前記主屋根構成部17は本実施例では平面
長方形状のものであり、副屋根構成部18は平面台形状
のものである。前記主屋根部17は、複数枚の長方形状
の屋根パネル20を接合してなるものである。この屋根
パネル20は、図4に示すような横框20aと縦框20
bと桟材20cとを縦横に組み付けて矩形枠を構成し、
この矩形枠の上面に面材を貼設して構成されたものであ
る。前記副屋根構成部18は、1枚あるいは複数枚の台
形状の屋根パネルを接合して平面台形状に構成されたも
のである。この副屋根構成部18を構成する屋根パネル
は先に説明した主屋根部17を構成する屋根パネル20
と基本的には同一構成であるが、外形のみを台形状に変
更したものである。
In the present embodiment, the main roof forming portion 17 has a flat rectangular shape, and the sub roof forming portion 18 has a flat trapezoidal shape. The main roof portion 17 is formed by joining a plurality of rectangular roof panels 20. The roof panel 20 includes a horizontal frame 20a and a vertical frame 20 as shown in FIG.
b and the crosspiece 20c are assembled vertically and horizontally to form a rectangular frame,
A surface material is attached to the upper surface of the rectangular frame. The sub-roof constituent part 18 is formed into a flat trapezoid by joining one or a plurality of trapezoidal roof panels. The roof panel that constitutes the sub-roof structure portion 18 is the roof panel 20 that constitutes the main roof portion 17 described above.
Basically, the same configuration is used, but only the outer shape is changed to a trapezoidal shape.

【0012】前記主屋根部17と副屋根部18とが接合
される部分には、屋切パネル(屋切構成体)22が設け
られている。この屋切パネル22は、壁パネル13…の
上に梁材を架け渡し、その上に軸組を施して構成される
小屋裏構造の一部として壁パネル13の上で支持されて
設けられている。前記屋切パネル22の副屋根部18側
には棟部16を延長するように補助棟部材23が延設さ
れ、この補助棟部材23の幅方向両側に副屋根部18が
延出形成されている。この補助棟部材23は、側面が三
角形状であり、その上縁部は棟部16から離れるにつれ
て下方に傾斜する斜面となっていて、この斜面で副屋根
部18の棟部側を傾斜状態で支持している。また、前記
補助棟部材23の先端部には副屋根部18を支持し、壁
パネル13に接続された三角型の小壁パネル24が設け
られている。
At the portion where the main roof portion 17 and the sub-roof portion 18 are joined, a roof panel 22 is provided. The roofing panel 22 is supported and provided on the wall panel 13 as a part of an attic structure constructed by bridging beam members on the wall panels 13 ... There is. An auxiliary ridge member 23 is provided on the side of the sub-roof 18 of the roofing panel 22 so as to extend the ridge 16, and the auxiliary roof members 18 are formed on both sides of the auxiliary ridge member 23 in the width direction. There is. The side surface of the auxiliary ridge member 23 is triangular, and the upper edge of the auxiliary ridge member 23 is a slope that inclines downward as the distance from the ridge portion 16 increases. I support you. Further, a triangular small wall panel 24 that supports the sub roof portion 18 and is connected to the wall panel 13 is provided at the tip of the auxiliary ridge member 23.

【0013】次に前記のように構成された住宅10に強
風が吹き付けられた場合について説明する。住宅10に
強風が吹き付けられた場合、壁パネル13…に吹き付け
られた風は、壁パネル13を伝わって屋根15の軒先側
に負荷をかかける。この場合、副屋根構成部18の軒先
側の端縁18aが、主屋根構成部17との結合部から下
向きに傾斜されているので、軒先側に負荷をかける風は
主屋根構成部17の軒先と副屋根構成部18の軒先との
接合部に集中し、この部分に負荷をかける。ところが、
この部分は、屋切パネル22により支持補強されている
ので、この部分に相当な負荷が作用してもこの部分の構
造強度は充分に高いものとなる。よって住宅10にあっ
ては、台風などにより相当強い風が吹き当てられても軒
先の端部に負荷が集中することがなく、負荷が集中する
部分が破壊されるおそれはなくなる。
Next, a case where a strong wind is blown to the house 10 constructed as described above will be described. When a strong wind is blown on the house 10, the wind blown on the wall panels 13 spreads through the wall panels 13 and applies a load on the eaves side of the roof 15. In this case, since the edge 18a on the eaves side of the sub-roof forming part 18 is inclined downward from the joint with the main roof forming part 17, the wind applied to the eaves side is the eaves side of the main roof forming part 17. Concentrate on the joint between the sub roof structure portion 18 and the eaves tip, and apply a load to this portion. However,
Since this portion is supported and reinforced by the roofing panel 22, the structural strength of this portion is sufficiently high even if a considerable load acts on this portion. Therefore, in the house 10, even if a considerably strong wind is blown by a typhoon or the like, the load is not concentrated on the end of the eaves, and there is no possibility that the part where the load is concentrated is destroyed.

【0014】また、前記した構造と形状の屋根15は、
従来に全く見られない形状と構造であり、平面形状が長
方形状であるので、独特の美観に優れ、趣があり、住宅
全体の意匠を向上させる上で価値が極めて高い。また、
前記構造の屋根15を備えた住宅10は、他の従来形式
の屋根を有する住宅とは全く異った美観と印象を与える
ので、住人に高い満足感を与えることができる。
The roof 15 having the above-mentioned structure and shape is
It has an unprecedented shape and structure, and its planar shape is rectangular, so it has a unique aesthetic appearance, is attractive, and is extremely valuable in improving the design of the entire house. Also,
The house 10 provided with the roof 15 having the above structure gives a completely different aesthetics and impression to a house having another conventional type roof, so that the residents can be highly satisfied.

【0015】ところで、前記実施例の構造にあっては、
主屋根構成部17を長方形状に形成したが、主屋根構成
部17を正方形状に形成しても良いのは勿論である。
By the way, in the structure of the above embodiment,
Although the main roof constituent part 17 is formed in a rectangular shape, it goes without saying that the main roof constituent part 17 may be formed in a square shape.

【0016】[0016]

【発明の効果】以上説明したように本発明によれば、主
屋根構成部に対して副屋根構成部を傾斜状態で下向きに
接続しているので、壁に沿って吹き付けられて主屋根構
成部と副屋根構成部に沿って流れる風は、主屋根構成部
と副屋根構成部の接合部分に集中し、この部分に負荷を
かける。主屋根構成部と副屋根構成部の接合部分は、屋
切構成体で支持されているので、この部分の構造強度は
充分に高められている。よって台風などによる強風にさ
らされた場合であっても、負荷が集中する部分は、充分
に高い構造強度を発揮する。また、風による負荷が、屋
根の端部に集中することはなくなるので、屋根端部が破
損するおそれは生じない。更に、主屋根構成部と副屋根
構成部とからなる屋根の全体形状が平面長方形状になる
ように形成されているので、美観に優れた屋根構造を提
供することができる。
As described above, according to the present invention, since the sub roof component is connected downward to the main roof component in the inclined state, the main roof component is sprayed along the wall. And the wind that flows along the sub-roof component concentrates on the joint between the main roof component and the sub-roof component, and applies a load to this part. Since the joint portion of the main roof constituent portion and the sub roof constituent portion is supported by the roof construction member, the structural strength of this portion is sufficiently enhanced. Therefore, even when exposed to a strong wind such as a typhoon, the portion where the load is concentrated exhibits sufficiently high structural strength. Further, since the load due to the wind does not concentrate on the edge of the roof, there is no possibility that the edge of the roof will be damaged. Furthermore, since the overall shape of the roof including the main roof constituent portion and the sub roof constituent portion is formed to be a flat rectangular shape, it is possible to provide a roof structure excellent in aesthetics.

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

【図1】図1は本発明の一実施例の屋根構造を備えた住
宅の一例を示す斜視図である。
FIG. 1 is a perspective view showing an example of a house having a roof structure according to an embodiment of the present invention.

【図2】図2は本発明の一実施例の屋根構造の平面図で
ある。
FIG. 2 is a plan view of a roof structure according to an embodiment of the present invention.

【図3】図3は本発明の一実施例の屋根構造の側面図で
ある。
FIG. 3 is a side view of a roof structure according to an embodiment of the present invention.

【図4】図4は本発明の一実施例の屋根構造の一部を破
断とした側面図である。
FIG. 4 is a side view in which a part of a roof structure according to an embodiment of the present invention is cut away.

【図5】図5は従来の切妻屋根を備えた住宅の一例を示
す斜視図である。
FIG. 5 is a perspective view showing an example of a house provided with a conventional gable roof.

【符号の説明】[Explanation of symbols]

10 住宅 13 壁パネル 15 屋根 16 棟部 17 主屋根構成部 18 副屋根構成部 20 屋根パネル 22 屋切パネル(屋切構成体) 23 補助棟部材 24 小壁パネル 10 House 13 Wall Panel 15 Roof 16 Building Part 17 Main Roof Component 18 Secondary Roof Component 20 Roof Panel 22 Roofing Panel (Roofing Structure) 23 Auxiliary Building Member 24 Small Wall Panel

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 棟部から棟部の幅方向両側に軒先まで屋
根材を延出形成してなる形状の屋根構造において、 棟部から棟部の幅方向両側に軒先まで屋根材を延出して
なる平面長方形状あるは正方形状の2つの主屋根構成部
と、主屋根構成部の棟部と軒部に沿って主屋根部を延出
した下向きの台形状の4つの副屋根部とから構成してな
ることを特徴とする屋根構造。
1. A roof structure having a shape in which roof material is formed to extend from the ridge part to both sides of the ridge portion in the width direction, and the roof material extends from the ridge part to both sides of the ridge portion in the width direction to the eaves. It consists of two main roof components that are rectangular or square in plan view, and four trapezoidal sub-roofs that extend down the main roof and the roof of the main roof. A roof structure characterized by
【請求項2】 棟部から棟部の幅方向両側に軒先まで屋
根材を延出形成してなる形状の屋根構造において、 棟部から棟部の幅方向両側に軒先まで屋根材を延出して
なる平面長方形状あるは正方形状の2つの主屋根構成部
と、主屋根構成部の棟部と軒部に沿って主屋根部を延出
した下向きの台形状の4つの副屋根部とから構成し、前
記主屋根部と副屋根部とからなる屋根全体の平面形状を
長方形状にしてなることを特徴とする屋根構造。
2. In a roof structure having a shape in which roof material is formed to extend from the ridge part to both sides of the ridge portion in the width direction, the roof material extends from the ridge part to both sides of the ridge portion in the width direction to the eaves. It consists of two main roof components that are rectangular or square in plan view, and four trapezoidal sub-roofs that extend down the main roof and the roof of the main roof. A roof structure comprising the main roof portion and the sub-roof portion, wherein the entire roof has a rectangular planar shape.
【請求項3】 棟部から棟部の幅方向両側に軒先まで屋
根材を延出形成してなる形状の屋根構造において、 棟部から棟部の幅方向両側に軒先まで屋根材を延出して
なる平面長方形状あるは正方形状の2つの主屋根構成部
と、主屋根構成部の棟部と軒部に沿って主屋根部を延出
した下向きの台形状の4つの副屋根部とから構成し、前
記主屋根部と副屋根部とからなる屋根全体の平面形状を
長方形状に形成してなり、 前記副屋根部の下方に外壁を形成し、この外壁を上方に
延出させた小壁により副屋根部を支持するとともに、 主屋根部と副屋根部との接合部分を小屋裏に立設された
屋切構成体で支持してなることを特徴とする屋根構造。
3. A roof structure having a shape in which roof material is formed to extend from the ridge part to both sides in the width direction of the ridge part to the eaves end, and the roof material extends from the ridge part to both eaves ends in the width direction of the ridge part. It consists of two main roof components that are rectangular or square in plan view, and four trapezoidal sub-roofs that extend down the main roof and the roof of the main roof. A small wall formed by forming the entire roof consisting of the main roof portion and the sub roof portion into a rectangular planar shape, forming an outer wall below the sub roof portion, and extending the outer wall upward. The roof structure is characterized in that the sub-roof part is supported by and the joint part between the main roof part and the sub-roof part is supported by a roof construction structure standing upright in the attic.
JP3356277A 1991-12-24 1991-12-24 Structure of roof Withdrawn JPH05171729A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3356277A JPH05171729A (en) 1991-12-24 1991-12-24 Structure of roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3356277A JPH05171729A (en) 1991-12-24 1991-12-24 Structure of roof

Publications (1)

Publication Number Publication Date
JPH05171729A true JPH05171729A (en) 1993-07-09

Family

ID=18448226

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3356277A Withdrawn JPH05171729A (en) 1991-12-24 1991-12-24 Structure of roof

Country Status (1)

Country Link
JP (1) JPH05171729A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118601230A (en) * 2024-08-09 2024-09-06 中建八局东南建设有限公司 A wind-resistant metal panel roof structure and construction method thereof
JP7809872B1 (en) * 2025-10-01 2026-02-02 ミサワホーム株式会社 building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118601230A (en) * 2024-08-09 2024-09-06 中建八局东南建设有限公司 A wind-resistant metal panel roof structure and construction method thereof
JP7809872B1 (en) * 2025-10-01 2026-02-02 ミサワホーム株式会社 building

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