JP2888736B2 - Roof structure - Google Patents

Roof structure

Info

Publication number
JP2888736B2
JP2888736B2 JP5205085A JP20508593A JP2888736B2 JP 2888736 B2 JP2888736 B2 JP 2888736B2 JP 5205085 A JP5205085 A JP 5205085A JP 20508593 A JP20508593 A JP 20508593A JP 2888736 B2 JP2888736 B2 JP 2888736B2
Authority
JP
Japan
Prior art keywords
roof
building
girder
panel
roof panel
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
JP5205085A
Other languages
Japanese (ja)
Other versions
JPH0754434A (en
Inventor
謙一 前田
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP5205085A priority Critical patent/JP2888736B2/en
Publication of JPH0754434A publication Critical patent/JPH0754434A/en
Application granted granted Critical
Publication of JP2888736B2 publication Critical patent/JP2888736B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、屋根の構造に係り、
特に、ユニット建物に適用して好適な屋根の構造に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roof structure,
In particular, the present invention relates to a roof structure suitable for application to a unit building.

【0002】[0002]

【従来の技術】近年、建物の工業生産化率を高める一方
式として、ユニット建物が広く普及している。ユニット
建物は、一棟の建物を予めいくつかのユニットに分けて
工場生産し、これらを建築現場において施工、組立する
方式の建物である。ユニット建物を構成するユニットと
しては、建物の居間、食堂、寝室等の各部屋部分を構成
する建物ユニットと、建物の屋根部分を構成する屋根ユ
ニットとがある。これらのユニットは、運搬可能な所定
の大きさのものとして予め工場で生産された後、建築現
場に輸送されて、施工、組立される。組立は、まず、建
物ユニットを基礎の上に据え付けて相互に連結し、次
に、据え付けられた各建物ユニットの上部に屋根ユニッ
トを据え付け、これらの屋根ユニットを相互に連結して
行われる。ところで、従来の屋根ユニットは、図6に示
すように、屋根板を備える屋根パネル1,2の下面に、
三角形又は五角形の形状をした妻トラス梁3,4等の支
持構造体を立体的に組み付けてなるものであった(特開
昭62−6041号公報、特開平2−178452号公
報等参照)。
2. Description of the Related Art In recent years, unit buildings have been widely used as one method of increasing the industrial production rate of buildings. The unit building is a building of a type in which one building is divided into several units in advance for factory production, and these are constructed and assembled at a building site. The units that make up the unit building include a building unit that makes up each room part, such as a living room, a dining room, and a bedroom, and a roof unit that makes up the roof part of the building. These units are produced at a factory in advance as a predetermined size capable of being transported, and then transported to a construction site for construction and assembly. Assembly is performed by first installing the building units on a foundation and interconnecting them, then installing a roof unit on top of each installed building unit and interconnecting these roof units. By the way, as shown in FIG. 6, a conventional roof unit includes,
A support structure such as a triangular or pentagonal truss beam 3, 4 or the like is three-dimensionally assembled (see JP-A-62-6041, JP-A-2-178452, etc.).

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記屋
根ユニットは、建物ユニットの如き箱形構造のものでは
なく、同図に示すように、傾斜構造のものであるため、
積み上げに不向きであり、それ故、屋根ユニットを積み
上げ輸送する場合には、輸送安全性を確保できないとい
う問題があった。一方、輸送安全性を重視すれば、積み
上げによる多量輸送ができず、輸送効率の低下を招くこ
とになった。また、屋根パネルと、該屋根パネルを支持
する支持構造体とから構成される従来の屋根ユニットで
は、コストダウンに直結する材積の削減化が図れないと
いう問題もあった。
However, the roof unit is not of a box-shaped structure like a building unit, but is of an inclined structure as shown in FIG.
It is not suitable for stacking, and therefore, when stacking and transporting roof units, there has been a problem that transport safety cannot be ensured. On the other hand, if importance was placed on transport safety, mass transport by stacking would not be possible, leading to a reduction in transport efficiency. In addition, the conventional roof unit including the roof panel and the support structure that supports the roof panel has a problem in that it is not possible to reduce the volume of material directly connected to cost reduction.

【0004】この発明は、上述の事情に鑑みてなされた
もので、輸送安全性及び輸送効率の向上を同時に達成で
きると共に、材積の削減化、ひいてはコストダウン化を
図ることができる屋根の構造を提供することを目的とし
ている。
[0004] The present invention has been made in view of the above-mentioned circumstances, and provides a roof structure capable of simultaneously improving transportation safety and transportation efficiency, reducing the volume of material, and reducing the cost. It is intended to provide.

【0005】[0005]

【課題を解決するための手段】上記課題を解決するため
に、請求項1記載の発明は、寄棟屋根を形成する屋根の
構造であって、当該屋根の各面毎に分割された複数の屋
根パネルからなり、前記各屋根パネルと隣の屋根パネル
とは、互いに支え合う態様で接合され、前記各屋根パネ
ルは、1本の水平梁と2本の斜め梁とから屋根枠組が形
成され、さらに該屋根枠組の上面に少なくとも野地板が
貼着されてなるものであって、前記水平梁は、当該屋根
を載せる建物本体の対応する天井梁に接合され、前記各
斜め梁は、隣の屋根パネルの対向する斜め梁に接合され
ていることを特徴としている。
According to a first aspect of the present invention, there is provided a roof structure for forming a ridge roof, comprising a plurality of divided roof surfaces. A roof panel, wherein each roof panel and an adjacent roof panel are joined in a manner supporting each other , and each roof panel is
The roof frame is composed of one horizontal beam and two oblique beams.
And at least a field board on the upper surface of the roof framework.
The horizontal beam is attached to the roof
Is mounted on the corresponding ceiling beam of the building body,
The oblique beam is characterized by being joined to the opposing oblique beam of the adjacent roof panel .

【0006】[0006]

【0007】[0007]

【作用】請求項1記載の構成によれば、寄棟屋根の各面
毎に単一の屋根パネルが割り当てられ、かつ、隣接して
配置される屋根パネル同士が相互に支え合う状態で連結
されている。それ故、屋根パネルのみで寄棟屋根の構造
を完結できる。同様に、寄棟形状故、屋根パネルのみで
屋根形状を完結できる。このため、妻トラス梁、桁トラ
ス梁、棟木等の支持構造体が不要となり、その分、材積
を削減でき、コストダウンを図ることができる。加え
て、屋根パネルは平板状故、1台の輸送車に何枚もの屋
根パネルを積み込むことができ、何枚もの屋根パネルを
積み重ねても安全である。それ故、輸送安全性及び輸送
効率の向上を図ることができる。また、屋根枠組が、1
本の水平梁と2本の斜め梁とからトラスに構成されてい
るので、一段と、耐力性の保証された屋根の構造を得る
ことが可能となる。
According to the structure of the first aspect, a single roof panel is assigned to each side of the ridge roof, and the adjacently arranged roof panels are connected to each other in a mutually supporting manner. ing. Therefore, the roof structure can be completed with only the roof panel. Similarly, because of the ridge shape, the roof shape can be completed only with the roof panel. For this reason, a support structure such as a girder truss beam, a girder truss beam, a purlin, or the like becomes unnecessary, and accordingly, the material volume can be reduced and the cost can be reduced. In addition, since the roof panel is flat, a number of roof panels can be loaded on one transportation vehicle, and it is safe to stack many roof panels. Therefore, transportation safety and transportation efficiency can be improved. Also, if the roof frame is 1
The truss consists of two horizontal beams and two diagonal beams.
So you get a more robust roof structure
It becomes possible.

【0008】[0008]

【0009】なお、請求項1記載の屋根の構造は、降り
棟が1点に集中する方形、すなわち四角錐形の屋根に限
定されるものではなく、様々の形状の寄棟屋根に広く適
用し得る。
The roof structure according to the first aspect of the present invention is not limited to a quadrangular roof having a stepping down ridge concentrated at one point, that is, a quadrangular pyramid roof, but is widely applied to a roof of various shapes. obtain.

【0010】[0010]

【実施例】以下、図面を参照してこの発明の実施例につ
いて説明する。図1は、この発明の一実施例である屋根
の構造が適用されるユニット建物の外観構成を示す斜視
図、図2は、同ユニット建物の平面図、すなわち、この
発明の一実施例である屋根の構造の外観を示す平面図、
図3は、同屋根の構造に適用される個々の屋根パネルの
概略形状を示す平面図、図4は同屋根パネルの枠体を示
す斜視図、また、図5は同屋根の構造の接合部を示す断
面図である。まず、図1に示すように、同ユニット建物
は、鉄骨系二階建小住宅に係り、同図に示すように、基
礎5の上に下階の建物ユニット6,6を据え付けて相互
に連結し、次に、据え付けられた下階の建物ユニット
6,6の上部に上階の建物ユニット7,7を据え付けて
相互に連結し、さらに、上階の建物ユニット7,7の上
部に後述する屋根部分を形成して構成されている。上下
階の各建物ユニット6,7は、軸組式からなり、四隅に
角型鋼管からなる柱を設け、これらの柱を溝形鋼からな
る長短の床大梁と天井大梁とで連結して箱体を形成し、
さらに、長辺側の床大梁と天井大梁とにそれぞれ床小
梁、天井小梁を架け渡して運搬可能な大きさの躯体を形
成し、この躯体に床パネル、壁パネル及び天井面材を取
り付けて構成されている。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view showing an external configuration of a unit building to which a roof structure according to an embodiment of the present invention is applied, and FIG. 2 is a plan view of the unit building, that is, an embodiment of the present invention. A plan view showing the appearance of the roof structure,
3 is a plan view showing a schematic shape of each roof panel applied to the roof structure, FIG. 4 is a perspective view showing a frame of the roof panel, and FIG. 5 is a joint of the roof structure. FIG. First, as shown in FIG. 1, the unit building relates to a steel-frame two-story small house. As shown in FIG. 1, lower-level building units 6 and 6 are installed on a foundation 5 and interconnected. Then, the upper-floor building units 7, 7 are installed above the lower-floor building units 6, 6 and connected to each other, and furthermore, a roof described later is mounted on the upper-floor building units 7, 7 above. It is constituted by forming a part. Each of the building units 6 and 7 on the upper and lower floors is of a frame type, provided with columns made of square steel pipes at the four corners, and connects these columns with long and short floor girders and ceiling girders made of channel steel. Form the body,
In addition, a small frame that can be transported is formed by bridging a floor beam and a ceiling beam on the floor beam and ceiling beam on the long side, and a floor panel, wall panel, and ceiling panel are attached to this frame. It is configured.

【0011】この例の屋根部分は、図2に示すように、
各一対の桁側(建物長辺側)の屋根パネル(以下、桁側
屋根パネルともいう)8a,8aと、妻側(建物短辺
側)の屋根パネル(以下、妻側屋根パネルともいう)8
b,8bとを四角錐形に組み付けることによってのみ構
成され、支持構造体は用いられていない。
[0011] As shown in FIG.
Each pair of girder side (building long side) roof panels (hereinafter also referred to as girder side roof panel) 8a, 8a and wife side (building short side side) roof panel (hereinafter also referred to as wife side roof panel) 8
b and 8b are assembled only in a quadrangular pyramid shape, and no support structure is used.

【0012】各桁側屋根パネル8aは、図4に示すよう
に、溝形鋼からなる1本の桁梁81aと、同じく溝形鋼
からなる2本の斜め梁82a,82aとを、それぞれの
溝開口面を内側に向けた状態で、三角形状に溶接して接
合することによりトラスフレームを形成し、このトラス
フレームの上面に、図3に示すように、桁梁81aとは
直交した延在方向に複数のたる木83a,83a,…を
架け渡し、さらに野地板84aを張り、野地板84aの
上に図示せぬアスファルトルーフィング、屋根葺材を葺
いて構成されている。同様に、各妻側屋根パネル8b
は、同3に示すように、溝形鋼からなる1本の妻梁81
bと、同じく溝形鋼からなる2本の斜め梁82b,82
bとを、それぞれの溝開口面を内側に向けた状態で、溶
接により三角形状に接合することによりトラスフレーム
を形成し、このトラスフレームの上面に、妻梁81bと
は直交した延在方向に複数のたる木83b,83b,…
を架け渡し、さらに野地板84bを張り、野地板84b
の上にアスファルトルーフィング、屋根葺材を葺いて構
成されている。
As shown in FIG. 4, each girder-side roof panel 8a includes one girder beam 81a made of channel steel and two oblique beams 82a, 82a also made of channel steel. A truss frame is formed by welding and joining in a triangular shape with the groove opening surface facing inward, and extends on the upper surface of the truss frame at right angles to the girder beam 81a as shown in FIG. A plurality of trees 83a, 83a,... Are bridged in the direction, a base plate 84a is further stretched, and asphalt roofing (not shown) and a roofing material (not shown) are placed on the base plate 84a. Similarly, each wife side roof panel 8b
As shown in FIG. 3, one girder beam 81 made of channel steel is used.
b and two oblique beams 82b, 82 also made of channel steel.
b and a triangular shape by welding with the respective groove opening surfaces facing inward to form a truss frame. On the upper surface of this truss frame, the truss frame is formed in an extending direction orthogonal to the end beam 81b. A plurality of rafters 83b, 83b, ...
And further stretches the base plate 84b, and sets the base plate 84b
It is constructed by asphalt roofing and roofing material.

【0013】ここで、上記桁梁81aは、上階の建物ユ
ニット7における桁側の天井大梁71a(図2参照)の
梁長と同一の長さに設定されている。この桁梁81a
は、建物本体の桁側軒部に位置する天井大梁71aの長
手方向に沿って配設され、天井大梁71aの上部にボル
ト接合されることによって、桁側屋根パネル8aが上階
の建物ユニット7に据付固定される。このため、天井大
梁71aの上部フランジ面には軸部を上方に突出させた
植込ボルトBT,BT,…が要所要所に設けられてい
る。これに対応して、桁梁81aの下部フランジ面に
は、天井大梁71aの上部フランジ面から突出する植込
ボルトBT,BT,…を挿通させるための図示せぬボル
ト挿通孔が穿設されている。同様に、上記妻梁81b
は、上階の建物ユニット7における妻側の天井大梁71
b(図2参照)の梁長と同一の長さに設定されている。
この妻梁81bは、建物本体の妻側軒部に位置する天井
大梁71bの長手方向に沿って配設され、天井大梁71
b,71bの上部フランジ上面にボルト接合されること
によって、妻側屋根パネル8bが上階の建物ユニット
7,7に据付固定される。このため、天井大梁71b,
71bの上部フランジ面には軸部を上方に突出させた植
込ボルトBT,BT,…が要所要所に設けられている。
これに対して、妻梁81bの下部フランジ面には、天井
大梁71bの上部フランジ面から突出する植込ボルトB
T,BT,…を挿通させるための図示せぬボルト挿通孔
が穿設されている。
The girder beam 81a is set to the same length as the girder-side ceiling girder 71a (see FIG. 2) in the building unit 7 on the upper floor. This girder beam 81a
Are arranged along the longitudinal direction of the ceiling girders 71a located at the girder eaves of the building body, and are bolted to the upper portions of the ceiling girders 71a, so that the girder roof panels 8a are connected to the building units 7 on the upper floor. And fixed. For this reason, studs BT, BT,... Having a shaft portion protruding upward are provided at necessary places on the upper flange surface of the ceiling giant beam 71a. Correspondingly, a bolt insertion hole (not shown) for penetrating the studs BT, BT,... Protruding from the upper flange surface of the large ceiling beam 71a is formed in the lower flange surface of the girder beam 81a. I have. In the same manner,
Is the ceiling girder 71 on the wife's side in the building unit 7 on the upper floor.
b (see FIG. 2) is set to the same length as the beam length.
This girder beam 81b is disposed along the longitudinal direction of the ceiling girder 71b located at the eaves side of the building body, and
By being bolted to the upper flange upper surfaces of b and 71b, the wife-side roof panel 8b is installed and fixed to the building units 7, 7 on the upper floor. For this reason, the ceiling girders 71b,
On the upper flange surface of 71b, studs BT, BT,... Having a shaft portion protruding upward are provided at necessary places.
On the other hand, the studs B projecting from the upper flange surface of the large ceiling beam 71b are provided on the lower flange surface of the end beam 81b.
Bolt insertion holes (not shown) for inserting T, BT,... Are formed.

【0014】また、桁側屋根パネル8aの斜め梁82a
と妻側屋根パネル8bの斜め梁82bとは、図5に示す
ように、要所要所S,S,…(図2)においてジョイン
トプレート9を介して、ボルト91,91とナット9
2,92とで締結されて固定されることにより降り棟を
構成する。このため、それぞれの斜め梁82a,82b
の下部フランジ面には、予め、要所要所S,S,…にボ
ルト挿通孔が穿設されている。
Further, the oblique beams 82a of the girder side roof panel 8a
As shown in FIG. 5, the oblique beams 82b of the wife-side roof panel 8b are connected to the bolts 91, 91 and the nuts 9 via the joint plates 9 at the necessary places S, S,.
The landing ridge is constituted by being fastened and fixed with 2,92. Therefore, each of the oblique beams 82a, 82b
Are preliminarily formed with bolt insertion holes at required locations S, S,....

【0015】上記構成の屋根パネル8a,8b,…は、
建物ユニット6,7,…と共に予め工場で生産され、建
築現場に輸送される。なお、4枚の屋根パネル8a,8
b,…は1台の輸送車で一度に輸送される。建築現場に
おいては、まず、基礎1の上に、上下階の建物ユニット
6,7,…が据え付けられ、相互に連結された後、上階
の建物ユニット7の上部に屋根パネル8a,8b,…の
据付が行われる。まず、妻側屋根パネル8bをレッカー
で吊り上げ、その妻梁81bを一方の妻側軒部に位置す
る天井大梁71b,71bの上面に当接して緊結する。
この緊結作業は、天井大梁71b,71bの上面から上
方に突出する植込ボルトBT,BT,…が妻梁81b下
面の対応するボルト挿通孔にそれぞれ挿通された状態
で、ナットと植込ボルトとを螺着して、妻側屋根パネル
8bと天井大梁71b,71bとを締結することにより
行われる。この状態において、上階の建物ユニット7の
建物本体中央部に位置する天井大梁に図示せぬ仮支柱を
立て、この仮支柱によって、妻側屋根パネル8bを所定
の片流れの状態で支えておく。次に、桁側屋根パネル8
aを吊り上げ、その桁梁81aを一方の桁側軒部に位置
する天井大梁71aに上記と同様の手順により緊結する
と共に、既設の妻側屋根パネル8bと桁側屋根パネル8
aとを相互に連結する。このパネル間連結作業は、図5
に示すように、要所要所S,S,…(図2)においてジ
ョイントプレート9を介して、ボルト91,91とナッ
ト92,92とで、桁側屋根パネル8aの斜め梁82a
と妻側屋根パネル8bの斜め梁82bとを緊結して固定
することにより行われる。以後、同様の手順により、残
りの妻側屋根パネル8b及び桁側屋根パネル8aを順次
取り付けて行き、四角錐の屋根の構造を完成させる。こ
の後、仮支柱を取り除く。屋根パネル8a,8b,…が
相互に連結された後、連結部の隙間を野地板でふさぎア
スファルトルーフィングを被せ、連結部に屋根葺材を葺
いて、四角錐の屋根を完成させる。
The roof panels 8a, 8b,...
Are produced in advance in a factory together with the building units 6, 7,... And transported to the building site. The four roof panels 8a, 8
b,... are transported at once by one transport vehicle. At the building site, first, the building units 6, 7, ... on the upper and lower floors are installed on the foundation 1 and connected to each other, and then the roof panels 8a, 8b, ... on the upper part of the building unit 7 on the upper floor. Is installed. First, the wife's side roof panel 8b is lifted by a tow truck, and the wife's beam 81b is brought into contact with the upper surfaces of the ceiling girders 71b, 71b located on one of the wife's side eaves and tied.
This fastening work is performed with the nuts and the studs bolted while the studs BT, BT,... Projecting upward from the upper surfaces of the ceiling girders 71b, 71b are respectively inserted into the corresponding bolt insertion holes on the lower surface of the end beam 81b. , And the wife-side roof panel 8b is fastened to the ceiling girders 71b, 71b. In this state, a temporary support (not shown) is erected on a ceiling girder positioned at the center of the building body of the building unit 7 on the upper floor, and the temporary support supports the wife-side roof panel 8b in a predetermined one-way state. Next, the girder side roof panel 8
a, and the girder beam 81a is fastened to the ceiling girder 71a located on one of the girder side eaves by the same procedure as described above, and the existing wife-side roof panel 8b and girder-side roof panel 8
and a are interconnected. This inter-panel connection work is shown in FIG.
(See FIG. 2), the bolts 91, 91 and the nuts 92, 92 at the required points S, S,...
And the oblique beam 82b of the wife's side roof panel 8b. Thereafter, in the same manner, the remaining wife-side roof panel 8b and the girder-side roof panel 8a are sequentially attached to complete the structure of the quadrangular pyramid roof. Thereafter, the temporary support is removed. After the roof panels 8a, 8b,... Are connected to each other, the gap between the connecting portions is covered with a field board and covered with asphalt roofing, and the connecting portions are covered with roofing material to complete a quadrangular pyramid roof.

【0016】上記屋根の構造によれば、4枚の屋根パネ
ル8a,8b,…自身がトラス構造である上、全体とし
ても、四角錐の構造故、四周の屋根面が相互に支持し合
う。それ故、妻トラス梁、桁トラス梁、棟木等の支持構
造体の助けを借りることなく、屋根パネル8a,8b,
…のみで屋根の構造を完結できる。また、四角錐の形状
故、妻小壁を設けることなく、屋根パネルのみで屋根形
状を完結できる。
According to the above-mentioned roof structure, the four roof panels 8a, 8b,... Themselves are truss structures, and as a whole, because of the quadrangular pyramid structure, four roof surfaces are mutually supported. Therefore, without the help of supporting structures such as wife truss beams, girder truss beams, purlins, etc., the roof panels 8a, 8b,
… Only the roof structure can be completed. In addition, because of the quadrangular pyramid shape, the roof shape can be completed only with the roof panel without providing a small wall.

【0017】以上、この発明の実施例を図面により詳述
してきたが、具体的な構成はこの実施例に限られるもの
ではなく、この発明の要旨を逸脱しない範囲の設計の変
更等があってもこの発明に含まれる。例えば、この発明
の屋根の構造が適用されるユニット建物は、鉄骨系に限
らず、木質系でもコンクリート系でも良い。また、上述
の実施例においては、屋根パネル間をジョイントプレー
トを介して接合するようにした場合について述べたが、
斜め梁82a,82b同士を直接ボルトで締結固定する
ようにしても良い。また、トラスフレームは、溶接に限
らず、ガゼットプレートを用いて形成するようにしても
良い。
Although the embodiment of the present invention has been described in detail with reference to the drawings, the specific configuration is not limited to this embodiment, and there are design changes and the like without departing from the gist of the present invention. Is also included in the present invention. For example, the unit building to which the roof structure of the present invention is applied is not limited to a steel frame type, but may be a wooden type or a concrete type. Further, in the above-described embodiment, the case where the roof panels are joined via the joint plate has been described.
The oblique beams 82a and 82b may be directly fastened and fixed with bolts. The truss frame is not limited to welding, and may be formed using a gusset plate.

【0018】また、上述の実施例においては、この発明
を、降り棟が1点に集中する四角錐形の屋根の構造に適
用した場合について述べたが、これに限らず、この発明
は、様々の形状の寄棟屋根に広く適用し得る。
Further, in the above-described embodiment, a case has been described in which the present invention is applied to the structure of a quadrangular pyramid-shaped roof where the exit building is concentrated at one point. It can be widely applied to the roof of the ridge.

【0019】[0019]

【発明の効果】以上説明したように、請求項1記載の屋
根の構造は、寄棟屋根の各面毎に単一の屋根パネルを割
り当てると共に、隣接して配置される屋根パネル同士を
相互に支え合う状態で連結するようにしたものなので、
屋根パネルのみで寄棟屋根の構造を完結できる。同様
に、寄棟形状故、屋根パネルのみで屋根形状を完結でき
る。このため、妻トラス梁、桁トラス梁、棟木等の支持
構造体が不要となり、その分、材積を削減でき、コスト
ダウンを図ることができる。加えて、屋根パネルは平板
状故、1台の輸送車に何枚もの屋根パネルを積み込むこ
とができ、何枚もの屋根パネルを積み重ねても安全であ
る。それ故、輸送安全性及び輸送効率の向上を図ること
ができる。また、屋根枠組が、1本の水平梁と2本の斜
め梁とからトラスに構成されているので、一段と、耐力
性の保証された屋根の構造を得ることが可能となる。
As described above, according to the roof structure of the first aspect, a single roof panel is assigned to each side of the ridge roof, and adjacent roof panels are mutually connected. It is designed to be connected in a supporting state,
The roof ridge structure can be completed using only the roof panels. Similarly, because of the ridge shape, the roof shape can be completed only with the roof panel. For this reason, a support structure such as a girder truss beam, a girder truss beam, a purlin, or the like becomes unnecessary, and accordingly, the material volume can be reduced and the cost can be reduced. In addition, since the roof panel is flat, a number of roof panels can be loaded on one transportation vehicle, and it is safe to stack many roof panels. Therefore, transportation safety and transportation efficiency can be improved. In addition, the roof frame has one horizontal beam and two slopes.
Since the truss is composed of a beam and
It is possible to obtain a roof structure having a guaranteed property.

【0020】[0020]

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

【図1】この発明の一実施例である屋根の構造が適用さ
れるユニット建物の外観構成を示す斜視図である。
FIG. 1 is a perspective view showing an external configuration of a unit building to which a roof structure according to an embodiment of the present invention is applied.

【図2】同ユニット建物の平面図、すなわち、この発明
の一実施例である屋根の構造の外観を示す平面図であ
る。
FIG. 2 is a plan view of the unit building, that is, a plan view showing an appearance of a roof structure according to an embodiment of the present invention.

【図3】同屋根の構造に適用される個々の屋根パネルの
形状を示す平面図である。
FIG. 3 is a plan view showing the shape of each roof panel applied to the roof structure.

【図4】同屋根パネルの枠体を示す斜視図である。FIG. 4 is a perspective view showing a frame of the roof panel.

【図5】同屋根の構造の接合部を示す断面図である。FIG. 5 is a cross-sectional view showing a joint of the roof structure.

【図6】従来技術の説明に供される図である。FIG. 6 is a diagram provided for explanation of a conventional technique.

【符号の説明】[Explanation of symbols]

6 下階の建物ユニット(建物本体) 7 上階の建物ユニット(建物本体) 8a 桁側屋根パネル(屋根パネル) 8b 妻側屋根パネル(屋根パネル) 81a 桁梁(水平梁、屋根枠組の構成材) 81b 妻梁(水平梁、屋根枠組の構成材) 82a,82b 斜め梁(屋根枠組の構成材) 84a,84b 野地板 6 Building unit on the lower floor (building body) 7 Building unit on the upper floor (building body) 8a Girder side roof panel (roof panel) 8b Wife side roof panel (roof panel) 81a Girder beam (horizontal beam, component of roof frame) 81b Tsum beam (horizontal beam, component material of roof frame) 82a, 82b Diagonal beam (component material of roof frame) 84a, 84b

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】寄棟屋根を形成する屋根の構造であって、
当該屋根の各面毎に分割された複数の屋根パネルからな
り、前記各屋根パネルと隣の屋根パネルとは、互いに支
え合う態様で接合され、前記各屋根パネルは、1本の水
平梁と2本の斜め梁とから屋根枠組が形成され、さらに
該屋根枠組の上面に少なくとも野地板が貼着されてなる
ものであって、前記水平梁は、当該屋根を載せる建物本
体の対応する天井梁に接合され、前記各斜め梁は、隣の
屋根パネルの対向する斜め梁に接合されていることを特
徴とする屋根の構造。
1. A roof structure forming a ridge roof,
The roof panel includes a plurality of roof panels divided for each surface of the roof, and each of the roof panels and an adjacent roof panel are joined in a manner supporting each other , and each of the roof panels is formed of one water panel.
A roof frame is formed from a flat beam and two oblique beams.
At least a field board is stuck on the upper surface of the roof frame
Wherein the horizontal beam is a building book on which the roof is mounted.
Joined to the corresponding ceiling beam of the body, each said diagonal beam is adjacent
A roof structure which is joined to opposed diagonal beams of a roof panel .
JP5205085A 1993-08-19 1993-08-19 Roof structure Expired - Fee Related JP2888736B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5205085A JP2888736B2 (en) 1993-08-19 1993-08-19 Roof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5205085A JP2888736B2 (en) 1993-08-19 1993-08-19 Roof structure

Publications (2)

Publication Number Publication Date
JPH0754434A JPH0754434A (en) 1995-02-28
JP2888736B2 true JP2888736B2 (en) 1999-05-10

Family

ID=16501178

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5205085A Expired - Fee Related JP2888736B2 (en) 1993-08-19 1993-08-19 Roof structure

Country Status (1)

Country Link
JP (1) JP2888736B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6908404B2 (en) * 2017-03-28 2021-07-28 旭化成ホームズ株式会社 Slope roof structure and building
CN113863554B (en) * 2021-10-28 2023-05-09 同济大学 Composite recycled concrete roof board and preparation method thereof

Also Published As

Publication number Publication date
JPH0754434A (en) 1995-02-28

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