JP2902505B2 - Roof base panel - Google Patents
Roof base panelInfo
- Publication number
- JP2902505B2 JP2902505B2 JP3191166A JP19116691A JP2902505B2 JP 2902505 B2 JP2902505 B2 JP 2902505B2 JP 3191166 A JP3191166 A JP 3191166A JP 19116691 A JP19116691 A JP 19116691A JP 2902505 B2 JP2902505 B2 JP 2902505B2
- Authority
- JP
- Japan
- Prior art keywords
- base panel
- gradient
- panel
- roof
- gradient beam
- 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
Links
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Description
【０００１】[0001]
【産業上の利用分野】本発明は建物の屋根の下地を構成
すると共にけらば及び軒を構成することが出来る屋根下
地パネル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 base panel capable of forming a base of a roof of a building and of forming a roof and eaves.
【０００２】[0002]
【従来の技術】鉄骨構造の住宅建築にあっては、パネル
を躯体の勾配梁に載置すると共に固定して屋根の下地を
構成することが行われている。上記パネルは、長手方向
に木材からなる２本の縦材を配設すると共に、これ等の
縦材の間に木材からなる複数の横材を配置して夫々の接
合部分を釘等により固着し、一方の面に野地板を張設し
て形成されるのが一般である。前記パネルを軒側に張り
出して軒を構成した場合、該パネルに作用する荷重は２
本の縦材を介して建物の躯体に伝達されることとなり、
強固な屋根の下地を構成することが可能である。このよ
うなパネルを用いて切妻屋根のけらばを構成する場合、
パネルをけらばの寸法に応じて妻側に張り出して勾配梁
に固定する方法、或いは独立したけらば用の部材を形成
して躯体に取り付ける方法等がある。2. Description of the Related Art In a steel-framed house building, a panel is mounted on a sloped beam of a skeleton and fixed to form a base of a roof. In the above panel, two vertical members made of wood are arranged in the longitudinal direction, and a plurality of horizontal members made of wood are arranged between these vertical members, and their joints are fixed with nails or the like. It is generally formed by stretching a field plate on one surface. When the panel is extended to the eaves side to form an eaves, the load acting on the panel is 2
It will be transmitted to the building frame through the vertical members of the book,
It is possible to construct a solid roof base. When constructing a gable roof kerb using such panels,
There is a method of extending the panel to the wife side according to the size of the kerb and fixing it to the gradient beam, or a method of forming an independent kerb member and attaching it to the frame.
【０００３】[0003]
【発明が解決しようとする課題】然し、上記従来の方法
では、パネルが平板状に形成されることから、該パネル
を建物の躯体を構成する勾配梁に取り付ける際の取付位
置の精度を維持することが困難であり、この精度を所定
の公差範囲に維持する作業が煩雑であるという問題があ
る。However, in the above-mentioned conventional method, since the panel is formed in a flat plate shape, the accuracy of the mounting position when the panel is mounted on the gradient beam constituting the building frame of the building is maintained. It is difficult to maintain the accuracy within a predetermined tolerance range.
【０００４】本発明の目的は、切妻屋根に於けるけらば
を構成する際の施工が容易な屋根下地パネルを提供する
ことにある。[0004] It is an object of the present invention to provide a roof base panel which is easy to construct when constructing a gable in a gable roof.
【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
に本発明に係る屋根下地パネルは、縦横に形材を組み合
わせて枠を形成すると共に、該枠の下面で且つ縦方向に
勾配梁と係合する形材を取り付けて構成されるものであ
る。SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, a roof base panel according to the present invention forms a frame by combining vertical and horizontal profiles, and forms a gradient beam on the lower surface of the frame and vertically. It is configured by attaching shapes to be engaged.
【０００６】[0006]
【作用】上記屋根下地パネル（以下『下地パネル』とい
う）によれば、けらばを構成する施工を容易に行うこと
が出来る。即ち、下地パネルを縦横に形材を組み合わせ
て枠を形成すると共に該枠の下面で縦方向に勾配梁と係
合する形材を取り付けて構成したので、けらばを構成す
る場合に下地パネルの下面に取り付けた形材を勾配梁に
係合させることで取付位置を規定することが出来る。従
って、勾配梁に対する下地パネルの取付精度を向上させ
ると共に取付作業を容易に行うことが出来る。また勾配
梁と係合する形材を下地パネルの縦方向に取り付けるこ
とによって、該パネルの剛性を高めることが出来、且つ
下地パネルを突出させて軒を構成した場合に、該下地パ
ネルに作用する荷重を一方の縦材と下面に取り付けた形
材によって勾配梁に伝達することが出来る。According to the above-mentioned roof base panel (hereinafter referred to as "base panel"), the construction of the roof can be easily performed. That is, since the base panel is formed by combining a shape member vertically and horizontally to form a frame and attaching a shape member that vertically engages with the gradient beam on the lower surface of the frame, the base panel is formed when the kerb is formed. The mounting position can be defined by engaging the profile attached to the lower surface with the gradient beam. Therefore, the mounting accuracy of the base panel to the gradient beam can be improved, and the mounting operation can be easily performed. In addition, by attaching a profile that engages with the gradient beam in the vertical direction of the base panel, the rigidity of the base panel can be increased, and when the base panel is protruded to form an eave, it acts on the base panel. The load can be transmitted to the gradient beam by the one vertical member and the profile attached to the lower surface.
【０００７】[0007]
【実施例】以下上記下地パネルの一実施例について図を
用いて説明する。図１は下地パネルを示す三面図であ
り、（Ａ）は平面図，（Ｂ）は側面図，（Ｃ）は正面
図、図２は下地パネルを勾配梁に係合させる際の施工説
明図、図３は屋根の下地を構成する際の施工説明図であ
る。図１に示す下地パネルＡは切妻屋根に於けるけらば
を構成する際の作業を容易に行うと共に取付精度を向上
させるように構成したものである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the above-mentioned base panel will be described below with reference to the drawings. FIG. 1 is a three-sided view showing a base panel, (A) is a plan view, (B) is a side view, (C) is a front view, and FIG. 2 is an explanatory view of construction when the base panel is engaged with a gradient beam. FIG. 3 is an explanatory view of construction when constructing the foundation of the roof. The base panel A shown in FIG. 1 is configured so that the work for forming the kerb in the gable roof can be easily performed and the mounting accuracy can be improved.
【０００８】図１に示すように下地パネルＡは、縦材１
ａ，２ｂを平行に配設すると共にこれ等の縦材１ａ，１
ｂの間に複数の横材２を直角方向に配置し、夫々の接合
部分を溶接接合することで枠状のパネルを構成し、更に
横材２の下面であって縦材１ａ側から屋根のけらば寸法
に応じた位置に勾配梁４と係合する形材３を配置して該
形材３と横材２との接合部分を溶接接合することで形成
されている。下地パネルＡに於ける妻側の縦材１ａはＣ
形鋼を用いており、他方の縦材１ｂはアングル材を用い
ている。また横材２としてはＣ形鋼を用いており、形材
３としては勾配梁４のフランジ寸法に対応した寸法を有
するチャンネル状の形材（チャンネル材）を用いてい
る。下地パネルＡは建物の躯体を構成する勾配梁４，５
ａに載置され、所定位置で該勾配梁４，５ａに固定され
る。このため、チャンネル材３には複数のボルト穴３ａ
が形成されており、また縦材１ｂには複数のボルト穴１
ｃが形成されている。[0008] As shown in FIG.
a, 2b are arranged in parallel and these vertical members 1a, 1
b, a plurality of cross members 2 are arranged at right angles to each other, and the respective joints are welded to form a frame-shaped panel. It is formed by arranging a profile member 3 which engages with the gradient beam 4 at a position corresponding to the dimensions, and welding and joining a joining portion between the profile member 3 and the cross member 2. The vertical member 1a on the wife side of the base panel A is C
Shaped steel is used, and the other vertical member 1b uses an angle member. A C-shaped steel is used as the cross member 2, and a channel-shaped member (channel material) having a size corresponding to the flange size of the gradient beam 4 is used as the shape member 3. The base panel A is composed of gradient beams 4 and 5 constituting the building frame.
a, and fixed to the gradient beams 4, 5a at predetermined positions. For this reason, the channel material 3 has a plurality of bolt holes 3a.
Are formed, and a plurality of bolt holes 1 are formed in the vertical member 1b.
c is formed.
【０００９】次に、上記の如く形成した下地パネルＡを
用いて屋根の下地を構成する手順について図２，図３に
より説明する。図に於いて、４，５ａ，５ｂは模式的に
示した勾配梁であり、図示しない柱或いは梁材等の小屋
組の一部を構成するものである。特に、４は妻側に配設
された勾配梁を示し、５ａ，５ｂは中間に配設された勾
配梁を示している。また勾配梁４，５ａ，５ｂには夫々
下地パネルＡを固定するためのタップ穴或いはボルト穴
等の穴４ａ，５ｃが形成されている。Ｂは軒先パネルで
あり、下地パネルＡと同様に２本の縦材と複数の横材と
を組み合わせて形成されている。尚、下地パネルＢの横
寸法は勾配梁５ａ，５ｂの中心線の間隔と等しい寸法で
形成されている。Next, a procedure of forming a roof base using the base panel A formed as described above will be described with reference to FIGS. In the figure, reference numerals 4, 5a and 5b denote slope beams which are schematically shown, and constitute a part of a hut assembly such as columns or beams (not shown). In particular, reference numeral 4 denotes a gradient beam provided on the wife side, and reference numerals 5a and 5b denote gradient beams provided in the middle. Also, holes 4a, 5c such as tap holes or bolt holes for fixing the base panel A are formed in the gradient beams 4, 5a, 5b, respectively. Reference numeral B denotes an eaves panel, which is formed by combining two vertical members and a plurality of horizontal members as in the base panel A. The horizontal dimension of the base panel B is formed to be equal to the distance between the center lines of the gradient beams 5a and 5b.
【００１０】上記構成に於いて、下地パネルＡのチャン
ネル材３を勾配梁４と係合（嵌合）させると共に縦材１
ｂを勾配梁５ａに載置すると、下地パネルＡの妻側はけ
らば寸法に対応した長さで張り出す。そして下地パネル
Ａを勾配梁４の長手方向に移動させてボルト穴３ａと４
ａとを一致させ、図示しないボルトによって両者を締結
して下地パネルＡを勾配梁４，５ａに固定することで、
けらばを構成することが可能である。次いで、軒先パネ
ルＢを勾配梁５ａ，５ｂに載置すると共にボルト穴５ｃ
を介して固定し、所定数の軒先パネルＢを順次勾配梁５
ａ，５ｂ上に載置固定することで、屋根の下地を構成す
ることが可能である。In the above structure, the channel member 3 of the base panel A is engaged (fitted) with the gradient beam 4 and the vertical member 1 is formed.
When b is placed on the gradient beam 5a, the wife side of the base panel A overhangs with a length corresponding to the dimensions. Then, the base panel A is moved in the longitudinal direction of the gradient beam 4, and the bolt holes 3a and 4
a, and the base panel A is fixed to the gradient beams 4 and 5a by fastening them with bolts (not shown).
It is possible to construct a spar. Next, the eaves panel B is placed on the gradient beams 5a and 5b, and the bolt holes 5c are formed.
And a predetermined number of eaves panels B are sequentially mounted on the gradient beam 5.
By mounting and fixing on a and 5b, it is possible to configure the foundation of the roof.
【００１１】前述の実施例では、下地パネルＡを勾配梁
４，５ａにボルト接合した場合について説明したが、こ
の接合方式に限定するものではなく、溶接によって接合
しても良いことは当然である。In the above-described embodiment, the case where the base panel A is bolted to the gradient beams 4 and 5a has been described. However, the present invention is not limited to this type of bonding, and it is obvious that the base panel A may be bonded by welding. .
【００１２】[0012]
【発明の効果】以上詳細に説明したように本発明に係る
屋根下地パネルでは、下面に勾配梁と係合する形材を縦
方向に取り付けることによって、この形材を勾配梁と係
合させることで屋根下地パネルの勾配梁に対する取付位
置を規定することが出来る。従って、屋根下地パネルの
勾配梁に対する取付作業を容易に行うことが出来、且つ
屋根下地パネルが工場生産されるものであることから、
該パネルの勾配梁に対する取付精度を向上させることが
出来る等の特徴を有するものである。As described above in detail, in the roof base panel according to the present invention, a profile that engages with the gradient beam is vertically attached to the lower surface, so that the profile is engaged with the gradient beam. Thus, the mounting position of the roof base panel to the gradient beam can be specified. Therefore, since the work of attaching the roof base panel to the gradient beam can be easily performed, and the roof base panel is manufactured at the factory,
It is characterized in that the mounting accuracy of the panel to the gradient beam can be improved.
【図１】下地パネルを示す三面図であり、（Ａ）は平面
図，（Ｂ）は側面図，（Ｃ）は正面図である。FIG. 1 is a three-sided view showing a base panel, (A) is a plan view, (B) is a side view, and (C) is a front view.
【図２】下地パネルを勾配梁に係合させる際の施工説明
図である。FIG. 2 is an explanatory diagram of construction when the base panel is engaged with a gradient beam.
【図３】屋根の下地を構成する際の施工説明図である。FIG. 3 is an explanatory view of construction when a base of a roof is formed.
Ａは下地パネル、Ｂは軒先パネル、１ａ，１ｂは縦材、
２は横材、３はチャンネル材、３ａはボルト穴、４，５
ａ，５ｂは勾配梁である。A is a base panel, B is an eaves panel, 1a and 1b are vertical members,
2 is horizontal material, 3 is channel material, 3a is bolt hole, 4,5
a and 5b are gradient beams.
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭64−71952（ＪＰ，Ａ) 実開 昭56−157223（ＪＰ，Ｕ) 特公 昭58−37466（ＪＰ，Ｂ２) 実公 昭58−49296（ＪＰ，Ｙ２) 特公 昭51−18722（ＪＰ，Ｂ１) (58)調査した分野(Int.Cl.6，ＤＢ名) E04B 7/02 E04D 3/35 ──────────────────────────────────────────────────続 き Continued on the front page (56) References JP-A-64-71952 (JP, A) JP-A-56-157223 (JP, U) JP-B-58-37466 (JP, B2) JP-B-58-37 49296 (JP, Y2) JP 51-18722 (JP, B1) (58) Fields investigated (Int. Cl. 6 , DB name) E04B 7/02 E04D 3/35
Claims (1)
と共に、該枠の下面で且つ縦方向に勾配梁と係合する形
材を取り付けたことを特徴とした屋根下地パネル。1. A roof base panel, wherein a frame is formed by combining vertical and horizontal profiles to form a frame, and a profile that engages with a gradient beam on a lower surface of the frame and in a vertical direction is attached.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3191166A JP2902505B2 (en) | 1991-07-05 | 1991-07-05 | Roof base panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3191166A JP2902505B2 (en) | 1991-07-05 | 1991-07-05 | Roof base panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0518033A JPH0518033A (en) | 1993-01-26 |
| JP2902505B2 true JP2902505B2 (en) | 1999-06-07 |
Family
ID=16270002
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3191166A Expired - Fee Related JP2902505B2 (en) | 1991-07-05 | 1991-07-05 | Roof base panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2902505B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2024027408A (en) * | 2022-08-17 | 2024-03-01 | 積水ハウス株式会社 | Connecting structures and building roofs |
-
1991
- 1991-07-05 JP JP3191166A patent/JP2902505B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0518033A (en) | 1993-01-26 |
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