JPS5873648A - Roof - Google Patents
RoofInfo
- Publication number
- JPS5873648A JPS5873648A JP56170583A JP17058381A JPS5873648A JP S5873648 A JPS5873648 A JP S5873648A JP 56170583 A JP56170583 A JP 56170583A JP 17058381 A JP17058381 A JP 17058381A JP S5873648 A JPS5873648 A JP S5873648A
- Authority
- JP
- Japan
- Prior art keywords
- roof
- panel
- roof panel
- view
- panels
- 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.)
- Pending
Links
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Fluid-Driven Valves (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】 この発明は屋根に関するものである。[Detailed description of the invention] This invention relates to roofs.
勾配屋根用として規格化された屋根パネルは、その勾配
や屋根形状、妻側ス・々ン等が制約ｉｔとるものであり
、種々の変形形状の屋根に対応するにはその数だけの美
大な穆類の屋根・くネルあ・よひｔＪｚ屋トシトラス備
しなければならない。一方、屋根パネルを用いずに屋根
を構築するには手間がかかるという問題がある０
したがって、この発明の目的は、−Ｓ類の屋根パネルを
用いて種々の形状のａｉ＊を構築−ｔ４ｃとができる屋
根ｆ：提供するこをであるＯこの発明の一実施例ｔ−５
８１図ないし第１３図に示す。航１図はこの発８Ａを適
用したプレノ・ブ住宅を示す。すなわち、この住宅は、
耐力壁となる１階および２階の外壁パネル１．２と、陸
産ａｍの屋根パネル３．４とで箱形ユニットに構築され
、１階および２階の屋根パネル３．４の上に勾配屋根形
状例えば寄棟、切妻等の非耐力の小屋組５．６が木材に
よって設けられている。７は基礎、８は屋根パネル３，
４と外壁パネル１，２とを接合する接合金物でるる＠屋
根パネル３，４は＃！４図のように、軽量鉄骨か゛らな
る外枠９および中桟】０と、木質の表面材１１とで構成
されている。屋根パネル３．４はその上に構築される小
屋組５．６に使用する垂直力Ｖ（第１図）および水平力
Ｈを支持し得る耐力型のものである。垂直力ｖＦｉ主に
外枠９および中桟ｌＯで負担され、水平力Ｈは主に表面
材１１で負担される。Roof panels standardized for use on pitched roofs are subject to restrictions in terms of slope, roof shape, gable sides, etc., and in order to accommodate roofs with various deformed shapes, as many beauty schools as there are required. You must have a roof, a roof, a roof, and a roof. On the other hand, there is a problem in that it takes time and effort to construct a roof without using roof panels. Therefore, an object of the present invention is to construct ai* of various shapes using roof panels of type S. Roof that can be provided f: One embodiment of this invention t-5
This is shown in Figures 81 to 13. Figure 1 shows a pre-no-bu house to which this 8A is applied. In other words, this house is
It is built into a box-shaped unit with external wall panels 1.2 on the first and second floors that serve as load-bearing walls and roof panels 3.4 made of land-produced AM, and a sloped roof panel 3.4 is constructed on top of the roof panels 3.4 on the first and second floors. A non-load-bearing roof structure 5.6, such as a hipped or gable roof structure, is made of wood. 7 is the foundation, 8 is the roof panel 3,
4 and the outer wall panels 1 and 2. Ruru @ Roof panels 3 and 4 are #! As shown in Fig. 4, it is composed of an outer frame 9 and a middle frame 0 made of a lightweight steel frame, and a wooden surface material 11. The roof panel 3.4 is of a load-bearing type capable of supporting the vertical forces V (FIG. 1) and the horizontal forces H applied to the roof frame 5.6 constructed above it. The vertical force vFi is mainly borne by the outer frame 9 and the inner crosspiece 1O, and the horizontal force H is borne mainly by the surface material 11.
このようｒＣ１耐力を有する水平な屋根パネル３゜４を
設け、その上に小屋組５．６を設けたものであるから、
建物の屋根としての強度負担は全て屋根パネル３．４で
行なわれ、小屋組５，６は勾配屋根形状を保つものであ
れば足シる０そのため。Since the horizontal roof panel 3°4 having the rC1 proof strength is provided, and the roof frame 5.6 is provided on top of it,
All of the strength burden for the roof of the building is carried out by the roof panels 3 and 4, and the roof frames 5 and 6 can be used to maintain the sloped roof shape.
小屋組５，６の設計が自由にでき１種々の形状の屋根を
簡単に得ることができる０つまり、陸屋根。The roof frames 5 and 6 can be designed freely and roofs of various shapes can be easily obtained. In other words, a flat roof.
寄棟屋根、切＊ｍ根等の屋根形状に自由に展開でき、ま
た勾配の自由性、妻側スパンの自由性が得られる。しか
も、屋根パネル３．４は一１１＠あるいは少数種類のも
ので足シる０また。構築時において、屋根パネル３．４
が作業床となり、高所作業の安全性が確保できる０さら
に、電気配線や配管等を行なうにつき、屋根パネル３．
４上でころばし配＃（配管）が行なえ、設備作業の簡易
化が得られる。It can be freely developed into roof shapes such as hipped roofs and cut*m roots, and also provides flexibility in slope and gable span. Moreover, the roof panel 3.4 is 111 @ or a few types, and there are 0 more. At the time of construction, roof panels 3.4
The roof panel serves as a working floor, ensuring safety when working at heights.Furthermore, the roof panel 3.
Roller arrangement (piping) can be performed on the 4th floor, simplifying equipment work.
屋根構造につき詳述すると、＃！２図および＃！３図に
示すように、１階の屋根に岐６枚の屋根パネル３（３８
〜３ｆ）がＬ形に配列され、２階の屋根ＫＦｉ４枚の屋
根パネル４（４８〜４ｄ） が−列に配列されている◎
ＩＰ＃の屋根パネル３上に＃−ｊ＃Ｉ！５図のように、
３個のトラス・ｉ１′２〜１５が組まれるとともに、３
本の降り棟材】６が設けられ、その上に多数本のたる木
１７が設けられてしる。これらトラス１２〜１５と降９
棟材１６とたる木】７とで前記小屋組５が構成される０
２階の屋農パネル４上には第６図に示すように、中央に
トラス１８が立設されるとともに％４本の降り棟材１９
が設けられ、その上に多数本のたる木２ｏが設けられて
いる０これらトラス１８と障９棟材１９とたる木２゜と
で前記小屋組６が構成される。For details regarding the roof structure, #! 2 figures and #! As shown in Figure 3, six roof panels 3 (38
~3f) are arranged in an L shape, and the four roof panels 4 (48~4d) of the second floor roof KFi are arranged in a - row◎
#-j#I on roof panel 3 of IP#! As shown in Figure 5,
Three trusses i1'2 to 15 are assembled, and 3
A book ridge material] 6 is provided, and a large number of rafters 17 are provided on top of it. These trusses 12 to 15 and 9
The roof frame 5 is composed of the ridge material 16 and the rafters 7.0
As shown in Fig. 6, on the second floor roof panel 4, a truss 18 is erected in the center, and four ridge members 19 are installed.
A number of rafters 2o are provided on the truss 18, the ridge member 19, and the rafters 2° constitute the roof assembly 6.
１ ＃１１１！パネル３上のトラスｌ ２＃′ｉ、 Ｊ
！Ｉ７図のように上＠材２１と下限材２２を多数本の支
柱・２３とで構成されている。上限材２１．下限材２２
および支柱２３は木製のものである。他のトラス１３〜
１５はｌＸ７図のトラス１２と同様な構造である〇トラ
ス１２χ１５と屋根パネル３との接合構造につきｉ１２
明する。 ＨＥ ｇ図囚〜（Ｃ）は第２図のＨＸ部にお
ける接合構造を示す◎すなわち、接合金物２４がＷＩり
合う！根パネル３ ａ ｒ ３ ｂの外枠９間にわたっ
て載置されて、 ＩＩ＜ Ｏ外枠９にタッピンねじて接
合され、ｌｉ！合金物２’ ４ Ｋ設けられた一対の立
上り挾−持片２４ａＫ）ラス１５の下限材１５ａが嵌合
されて匹る０下＠材１５ｍは挾持片２４ａに設けられ皮
孔に打込まれ友釘で接合金物２４に固定されている。1 #111! Truss l on panel 3 2#'i, J
! As shown in Fig. I7, the upper @ member 21 and the lower limit member 22 are composed of a large number of supports 23. Upper limit material 21. Lower limit material 22
And the pillar 23 is made of wood. Other truss 13~
15 has the same structure as truss 12 in Figure l
I will clarify. HE g figure ~ (C) shows the joining structure in the HX section of Fig. 2 ◎ In other words, the joining hardware 24 matches WI! It is placed across the outer frame 9 of the root panel 3 a r 3 b, and is joined to the outer frame 9 by tapping screws so that li! A pair of rising clamp-holding pieces 24a provided on the alloy material 2' 4K) The lower limit material 15a of the lath 15 is fitted and the lower @ material 15m is provided on the clamping piece 24a and is driven into the skin hole. It is fixed to the joining hardware 24 with nails.
なお、第８図囚においては、屋根パネル３ ａ ＊ ３
ｂの表面材１１は省略して図示しである。In addition, in Figure 8, roof panel 3 a * 3
The surface material 11 of b is omitted from illustration.
Ｍ９図囚〜幻は第２図のに部における接合構造を示す。Figure M9 shows the joining structure at the edge of Figure 2.
屋上パネル３ｂの中桟１０上に接合金物２５がタッピン
ねじで接合され、接合金物２５の立上シ挾持片２５ａ間
にトランス１２の下限材２２が挾み込んで針止めされて
いる。A joining metal fitting 25 is joined onto the middle beam 10 of the rooftop panel 3b with a tapping screw, and a lower end member 22 of the transformer 12 is inserted between the upright clamping pieces 25a of the joining metal fitting 25 and fixed with a needle.
第１０図囚〜（Ｃ）は第２図のＸ部における接会構造倉
示す０接合金物２６が隣り合う屋根パネル３ｄ、３ｅの
外枠９にまたがって載せられてタッピンね［で外枠９に
同定され、接合金物２６の一対の立上り挾持片２６ａ間
にトラス］４の下限材１４ａが挾み込んで釘止めされて
いる。接合金物２６は補強フランジ２６ｃｔ−有してｉ
る。Figure 10-(C) shows the joining structure in the X part of Figure 2.0 The joining hardware 26 is placed across the outer frame 9 of the adjacent roof panels 3d and 3e, and is tapped with the outer frame 9. The lower end member 14a of the truss 4 is inserted between the pair of upright clamping pieces 26a of the joining hardware 26 and nailed. The joining hardware 26 has a reinforcing flange 26ct-i
Ru.
第３図のＸｌ１Ｈ［ｉｔ第１１図のように接廿金物２７
を介して単独支柱２８が立設され、この単独支柱２８の
上端に降シ棟＠１６が接合されている。接合金物２７は
コ字形に形成されておシ、屋根パネル４の中桟１０にタ
ッピンねじで談合されてｈる。Xl1H in Figure 3
A single support post 28 is erected through the support post 28, and the lowered roof @16 is connected to the upper end of the single support post 28. The joining hardware 27 is formed in a U-shape and is rigged to the middle crosspiece 10 of the roof panel 4 with self-tapping screws.
−１２°図は２階の降り棟材］９と屋根ノくネル４ａと
の接合構造を示す０すなわち、ｍ根パネル４ａの隅部に
おいて、接合金物２９がこの屋根パネル４１の外枠９に
タッピンねじで接合され、この接合金物２９の一対の立
上り挾持片２９ａ間に降υ棟材１９が挾み込まれて釘止
めされている０１階の神り棟材１６と屋根パネル３との
接合も同様な構成で行なわれている。-12° The figure shows the joining structure between the second-floor ridge material] 9 and the roof panel 4a. In other words, at the corner of the m-root panel 4a, the joining hardware 29 is attached to the outer frame 9 of the roof panel 41. The roof panel 3 and the roof panel 3 are joined with tapping screws, and the roof panel 3 is joined with the roof panel 3 by inserting the sill material 19 between the pair of upright clamping pieces 29a of the joining hardware 29 and nailing it. is also carried out with a similar configuration.
第１３図はたる木１７と屋根パネル３との接合構造を示
す。屋根パネル３の外枠９にアングル３０が固定され、
このアングル３０にスリット３１ａで圧嵌され皮接合板
３２にたる木１７が釘止めされている。２階も同様であ
る。FIG. 13 shows the joint structure between the rafters 17 and the roof panel 3. An angle 30 is fixed to the outer frame 9 of the roof panel 3,
A rafter 17 is press-fitted into this angle 30 through a slit 31a and nailed to the skin joint plate 32. The same goes for the second floor.
このように、１ｗｔおよび２ｗｔの小屋組５．６が簡単
な平面形状のトラス１２〜１５ 、１８と、支柱２８と
障り棟材３６．１９とたる木１７．２０とで構築されて
いる◎また。これら各材＃′ｉ＃１８図ないし第１３因
に示したように、屋根パネル３．４に接合金物２４〜２
７．２９および接合板３２で簡単に取付けることができ
る０
以上のように、この発明の屋根は、水平ＶＣ設けられた
耐力！根パネルと、この耐力屋根パネル上に設けられた
非耐力の小屋組とを備えたものであるから、前記耐力屋
根パネルにより屋根として必要な全ての強度負担が行な
われる。そのため、前記小屋組の構築が容易であり、一
種類の屋根パネルを準備するだけで屋根形状を自由に設
計することができる。しかも、屋根パネルが作業床とな
って高所作業の安全が図れ、また屋根パネル上に直接に
配線配管等が行なえて、設備作業が簡易に行なえるとい
う効果がある。In this way, the 1wt and 2wt roof frames 5.6 are constructed from simple planar trusses 12 to 15, 18, supports 28, ridge members 36.19, and rafters 17.20. As shown in Fig.
7.29 and can be easily installed using the joint plate 32 Since it comprises a root panel and a non-load-bearing roof frame mounted on the load-bearing roof panel, all the strength required for the roof is carried by the load-bearing roof panel. Therefore, the construction of the roof frame is easy, and the roof shape can be freely designed by simply preparing one type of roof panel. In addition, the roof panel serves as a working floor to ensure safety when working at heights, and wiring and piping can be carried out directly on the roof panel, making equipment work easier.
第１図はこの発明を適用したプレハブ住宅の断面図、第
２図はその１階の屋根パネル配置を示す平面図、第３図
は同じくその２＃の屋根パネル配置を示す平面図、第４
図は同じくその屋根パネルの部分断面図、第５図は同じ
＜ｊの１階の屋根の小屋組を示す平面図、Ｍ６図＃′ｉ
岡じくその２階の屋根の小屋組を示す平面図、第７図は
同じくそのトラスの正面図、嬉８図（５）〜Ｃ）はそれ
ぞれ８２図の「Ｘｓの詳細を示す平面図、正面図、およ
び断面図、＃１ＱｖＡ囚〜（Ｑはそれぞれ第２図のに部
の詳細を示す平面図、正面図、および断面図、第１０図
囚〜（Ｃ）は七れぞれ第２図のｘｆＩＩｌの詳細を示す
半面図９Ｍ面図、および正面図、第１１図は帛３図のｘ
Ｉ部金示す平面図、正１１ｉ［、および側面図、Ｉ＠１
２図（４）〜（Ｑは同じくその峰シ棟材と屋根パネルと
の接合Ｓを示す５ｆＬｒＴＪ図、錆面図、および正面図
、第１３図は同じくそのたる木と屋根パネルとの接合部
を示す断面図である。
］ 、 ２−・・外壁パネル、 ３ （３ａ 〜３ ｆ
） 、 （４ａ〜４ｄ）・・・屋根パネル、５．６・
・・小屋組、９・・パネル外枠。
】０・・・パネル中桟、１２〜１５・・・トラス、１６
・・降ジ棟材、１７川たる木、１８・・・トラス、１９
・降り棟材、２０・・・たる木、２４〜２７．２９・接
合金物。
３２ 接合板Fig. 1 is a sectional view of a prefabricated house to which this invention is applied, Fig. 2 is a plan view showing the arrangement of the roof panels on the first floor, Fig. 3 is a plan view showing the arrangement of the 2# roof panels, and Fig. 4 is a plan view showing the arrangement of the roof panels on the first floor.
The figure is also a partial sectional view of the roof panel, Figure 5 is a plan view showing the roof frame of the first floor of the same <j, M6 figure #'i
Figure 7 is the front view of the truss, and Figure 8 (5) to C) are the plan views showing the details of Xs in Figure 82. Front view and sectional view, #1 The half view 9M side view showing the details of xfIIl in the figure, the front view, and
Plan view showing part I, regular 11i[, and side view, I@1
Figures 2 (4) to (Q are 5fLrTJ diagrams, rust surface diagrams, and front views showing the joint S between the peak ridge material and the roof panel, and Figure 13 is the same diagram showing the joint S between the rafters and the roof panel. ], 2-... External wall panel, 3 (3a to 3f
), (4a-4d)...roof panel, 5.6.
...Shelf frame, 9...Panel outer frame. ] 0...Panel center beam, 12-15...Truss, 16
...Falling ridge material, 17 River rafters, 18...Truss, 19
- Downhill materials, 20... rafters, 24-27.29 - Joining hardware. 32 Joint plate
Claims (1)
ル上に設けられた非耐力の小屋組とを備えた屋根。A roof comprising a horizontal load-bearing roof panel and a non-load-bearing roof frame placed on the load-bearing roof panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56170583A JPS5873648A (en) | 1981-10-23 | 1981-10-23 | Roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56170583A JPS5873648A (en) | 1981-10-23 | 1981-10-23 | Roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS5873648A true JPS5873648A (en) | 1983-05-02 |
Family
ID=15907520
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56170583A Pending JPS5873648A (en) | 1981-10-23 | 1981-10-23 | Roof |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5873648A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06200556A (en) * | 1992-12-29 | 1994-07-19 | Misawa Homes Co Ltd | Auxiliary plane of structure for wooden prefabricated building |
-
1981
- 1981-10-23 JP JP56170583A patent/JPS5873648A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06200556A (en) * | 1992-12-29 | 1994-07-19 | Misawa Homes Co Ltd | Auxiliary plane of structure for wooden prefabricated building |
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