JPS6383360A - Roof panel in building and shingling execution thereof - Google Patents
Roof panel in building and shingling execution thereofInfo
- Publication number
- JPS6383360A JPS6383360A JP22626286A JP22626286A JPS6383360A JP S6383360 A JPS6383360 A JP S6383360A JP 22626286 A JP22626286 A JP 22626286A JP 22626286 A JP22626286 A JP 22626286A JP S6383360 A JPS6383360 A JP S6383360A
- Authority
- JP
- Japan
- Prior art keywords
- roof
- base material
- rafters
- predetermined intervals
- building
- 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.)
- Granted
Links
- 239000000463 material Substances 0.000 claims description 48
- 229910000831 Steel Inorganic materials 0.000 claims description 36
- 239000010959 steel Substances 0.000 claims description 36
- 229910052751 metal Inorganic materials 0.000 claims description 6
- 239000002184 metal Substances 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 4
- 239000010410 layer Substances 0.000 description 28
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 12
- 229910052802 copper Inorganic materials 0.000 description 12
- 239000010949 copper Substances 0.000 description 12
- 238000005452 bending Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000000758 substrate Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 210000002268 wool Anatomy 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000002265 prevention Effects 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 210000000078 claw Anatomy 0.000 description 2
- 241000282806 Rhinoceros Species 0.000 description 1
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 239000011121 hardwood Substances 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 239000010936 titanium Substances 0.000 description 1
- 229910052719 titanium Inorganic materials 0.000 description 1
- 239000002982 water resistant material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (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) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
C産業上の利用分野コ
この発明は、例えばドーム型鉄骨屋根組み横進をもつ大
型建造物に用いられる屋根板及びその葺き上げ施工方法
に門するものである。DETAILED DESCRIPTION OF THE INVENTION C. Industrial Field of Application This invention relates to a roof plate used for, for example, a large building with a dome-shaped steel frame roof assembly and a method for roofing the same.
[従来の技術]
一般に、この種のドーム型鉄骨屋根組み構造をもつ大型
建造物、例えば屋内競技場、屋内野球場あるいは体育館
等の大型建造物としては、第23図から第27図に示す
ように、鉄骨屋根組み基本構体(1)の正面形態がほぼ
球形状、円錐形状、半球形状、截頭半球形状あるいは截
頭円錐形状などの構造を有するものが知られており、ま
たその平面形態として、第28図から第31図に示すよ
うに1円形、楕円形、長楕円形あるいはL字形などの構
造を有するものが知られている。そして、これらの各構
造は1通常の場合、鉄骨屋根組み基本構体(1)として
、それぞれに該当形状に成形されたH型Il構造、もし
くはその他の型鋼を用いたトラス構造などによる複数列
の各垂直骨組み銅体(2)と、これらの各垂直骨組み銅
体(2)の相互間を結合して囲続する中空鋼管(鋼製パ
イプ)横進、同、鋼管トラ入構造などによる複数段の各
水平骨組み銅体(3)とにより、銅体内部に主柱体。[Prior Art] In general, large buildings with this type of dome-shaped steel frame roof frame structure, such as indoor stadiums, indoor baseball stadiums, and gymnasiums, are generally constructed as shown in Figs. 23 to 27. It is known that the frontal form of the basic steel roof structure (1) has a substantially spherical, conical, hemispherical, truncated hemispherical, or truncated conical shape, and its planar form is , as shown in FIGS. 28 to 31, those having a circular, elliptical, long elliptical, or L-shaped structure are known. Each of these structures is normally constructed as a basic steel frame roof structure (1), each with multiple rows of H-shaped Il structure formed into the corresponding shape, or a truss structure using other shaped steel. Vertical frame copper bodies (2) and hollow steel pipes (steel pipes) that connect and surround each of these vertical frame copper bodies (2) are moved laterally, and multiple stages are constructed using a steel pipe truss structure, etc. Each horizontal frame copper body (3) has a main column inside the copper body.
あるいは支柱体を可及的に排除した無柱形式に構成され
ている。Alternatively, it is constructed in a column-less type that eliminates pillars as much as possible.
ところが、このような鉄骨屋根組みの基本構体(1)を
有する大型建造物での屋根面葺上げ構造としては、例え
ば半球形状鉄骨屋根組みを取上げるとき、通常、各段の
水平骨組み銅体(3)に対し、図示しない垂木材を介し
て適宜の下地材などを敷設して、その全面を被覆させた
上で図示しない屋根板部材により、縦葺き形式で葺き上
げているのが現状である。However, for the roofing structure of a large building having the basic structure (1) of such a steel frame roof frame, for example, when taking up a hemispherical steel frame roof frame, the horizontal frame copper bodies (3) of each level are usually used. ), the current situation is to lay a suitable base material through rafters (not shown), cover the entire surface, and then vertically roof the roof using roof board members (not shown).
[発明が解決しようとする問題点コ
このため、上記した従来の大型建造物における屋根面の
葺き上げ構造では、鉄骨屋根組みの基本構体上の全面に
対して屋根板部材を縦葺き形式で葺き上げていることか
ら、葺き上げ施工作業能率に劣り、また、外観的にも変
化を与えることができないなどの問題点があった。[Problems to be Solved by the Invention] For this reason, in the conventional roof structure of large buildings described above, roof plate members are vertically roofed over the entire surface of the basic structure of the steel frame roof structure. Because of this, there were problems such as poor roofing construction efficiency and the inability to change the appearance.
この発明は、上記の事情のもとになされたもので、その
目的とするところは、外観体裁にも優れた屋根面の葺き
上げが能率良く行えることができるようにしたドーム型
建造物における屋根板及びその葺き上げ施工方法を提供
することにある。This invention was made under the above-mentioned circumstances, and its purpose is to provide a roof for a dome-shaped building that can be efficiently re-tiled with an excellent appearance. An object of the present invention is to provide a board and a roofing construction method thereof.
[問題点を解決するための手段]
上記した問題点を解決するために、この発明は、長尺矩
形状の面板素材に紋り込み折曲部を左右長手方向に所定
の間隔を存して複数個所に亘り形成し、かつその上下左
右の側縁を折曲してハゼ継ぎ部を形成するとともに、前
記上下両側縁の一方を絞り込んで円弧状に曲成してなる
屋根板部材を用い、これら各段において円弧状の曲率が
異なる多数の屋根板部材を、少なくとも複数列の各垂直
骨組み銅体と、これらの各垂直骨組み銅体の相互間を結
合して囲繞する複数段の水平骨組み銅体との基本構体上
に所定間隔毎に取付は固定させた各列の垂木材上に吊子
を介して固定しながら隣接相互間で互いに係合連設し横
葺きしてなることを特徴としたものである。[Means for Solving the Problems] In order to solve the above-mentioned problems, the present invention provides a structure in which a long rectangular face plate material is embossed and bent portions are spaced at predetermined intervals in the left and right longitudinal directions. Using a roof plate member that is formed over multiple locations and whose top, bottom, left and right side edges are bent to form a seam joint, and one of the top and bottom edges is narrowed and bent into an arc shape, At least a plurality of rows of each vertical frame copper body and a plurality of horizontal frame copper bodies that connect and surround each of these vertical frame copper bodies mutually surround a large number of roof plate members having different arcuate curvatures in each of these stages. It is characterized in that it is installed at predetermined intervals on the basic structure of the body and is fixed to each fixed row of rafters via hangers, and the adjacent ones are connected and engaged with each other, and are horizontally roofed. This is what I did.
[作 用]
すなわち、この発明は、上記の構成とすることによって
、長尺矩形状の面板素材に絞り込み折曲部を左右長手方
向に所定の間隔を存して複数個所に亘り形成し、その上
下左右の側縁を折曲してハゼ継ぎ部を形成するとともに
、前記上下両側縁の一方を絞り込んで円弧状に曲成して
屋根板部材を成形し得るようにしたことから、これらの
屋根板部材を、各段において円弧状の曲率が異なるよう
にして基本構体上に所定間隔毎に取付は固定させた各列
の垂木材上に吊子を介して固定しながら隣接相互間で互
いに係合連設すれば、横葺き形式で屋根面を葺き上げる
ことができるため、外観体裁を整えることができるとと
もに、施工作業も能率良く行うことが可能になる。また
、鉄骨)M根組み基本構体上に、下層下地材を敷設し、
ついで垂木材を介在させて空気層を形成し、さらにこの
空気層を介して上層下地材を敷設した後に、屋根板部材
を横葺きすれば、屋根部分を比校的簡単に二重構造にで
きることから、この二重構造のために。[Function] That is, with the above configuration, the present invention narrows down the long rectangular face plate material and forms bent portions at a plurality of locations at predetermined intervals in the left and right longitudinal directions, and These roofs The plate members are fixed to each row of rafters at predetermined intervals on the basic structure so that each stage has a different arcuate curvature, and are fixed to each row of rafters via hangers, while adjacent ones are connected to each other. If they are combined, the roof surface can be raised horizontally, which not only improves the appearance of the roof, but also makes the construction work more efficient. In addition, a lower base material was laid on the basic structure of M-Kegumi (steel frame),
Then, by interposing the rafters to form an air layer, and then laying the upper base material through this air layer, and then laterally roofing the roof board members, the roof can be made into a double structure relatively easily. Because of this dual structure.
屋根部分での断熱、防音作用を図ることができ、しかも
、雨漏りなどの対策、ならびに屋内配線、配管を良好に
講じることが可能になる。It is possible to achieve heat insulation and soundproofing effects in the roof part, and also to take measures against rain leaks and to take good measures for indoor wiring and piping.
[尖 施 例]
以下、この発明を第1図から第22図に示す実施例を参
照しながら説明する。なお、この発明に係る建造物にお
ける屋根面葺き上げ4117造の実施例においては、第
25図及び第28図に示す半球形状鉄骨屋根組みでの基
本構体、すなわち垂直骨組み鋼体(2)と水平骨組み鋼
体(3)とからなる鉄・;す屋根組み基本構体(1)に
適用した場合を例にして説明する。[Embodiments] The present invention will be described below with reference to embodiments shown in FIGS. 1 to 22. In addition, in the embodiment of the roof surface 4117 structure of the building according to the present invention, the basic structure with hemispherical steel frame roof assembly shown in FIGS. 25 and 28, that is, the vertical frame steel body (2) and the horizontal An example in which the present invention is applied to a steel roof frame basic structure (1) consisting of a steel frame body (3) will be explained.
第1図から第17図は、この発明に係る第1実施例を示
すもので、第1図から第4図に示すように、図示しない
鉄骨屋根組み基本構体(1)上の頂部に屋根円板4を配
設し、かつそのJ、’FJ囲にそれぞれ該当形状に成形
された横断面几形を有する各金HC8A垂木材(5)を
図示しない各列の垂直骨組み鋼体(2)に平行するよう
にして所定間隔毎に適宜取付はボルトなどにより取付は
固定させ、これらの各列の垂木材(5)上に下地材(6
)を敷設した後、この下地材(6)上に、前記垂木材(
5)上に適宜取付はボルトなどにより取付は固定された
吊子(7)を介して、第5図及び第6図に示す後述する
製造手段で製作された各段において曲率が異なる円弧状
の長尺な屋根板部材(8)を固定しながらその上下両側
縁に形成された横ハゼ継ぎ部(8a)、(8b)を隣接
相互間で互いに係合連設し、横ハゼ継ぎすることにより
横葺きしてなる構成を有するもので、前記屋根板部材(
8)の左右両側縁の縦ハゼ継ぎ部(8c)、(8d)は
、第7図及び第8図に示すような形態を有して、第9図
及び第10図に示すように縦ハゼ継ぎしてなるものであ
る。1 to 17 show a first embodiment of the present invention. As shown in FIGS. 1 to 4, a roof circle is attached to the top of a basic steel frame roof structure (1) (not shown). Plates 4 are arranged, and gold HC8A rafters (5) each having a rectangular cross section formed into a corresponding shape around J and 'FJ are attached to vertical frame steel bodies (2) in each row (not shown). Attach the base material (6) on the rafters (5) of each row, and fix the installation with bolts, etc., as appropriate at predetermined intervals so that they are parallel to each other.
), the rafters (
5) Attach a circular arc-shaped piece with a different curvature at each stage manufactured by the manufacturing method described later as shown in Figs. By fixing the elongated roof plate member (8) and engaging and connecting the horizontal seam joints (8a) and (8b) formed on both upper and lower edges of the roof plate member (8) with each other, and performing horizontal seam joints. It has a horizontal roofing structure, and the roof plate member (
The vertical seam joints (8c) and (8d) on the left and right side edges of 8) have the form as shown in FIGS. 7 and 8, and have a vertical seam joint as shown in FIGS. It is something that is inherited.
すなわち、上記屋根板部材(8)を製作するには、第1
1図から第15図に示すように1例えばチタン、銅ある
いはスタンレス、その他の銅板等により縦250〜30
0++++a、横1820mmの長尺矩形状の面板素材
(9)を成形しく第11図及び第12図参照)、次いで
、この面板素材(9)に断面U字状の絞り込み折曲部(
10)を左右長手方向に所定の間隔を存して5〜7個(
図示の実施例では7個)に亘り形成するとともに、その
上下左右の側縁を折曲してハゼ継ぎ部(8a)、(8b
)、(8C)、(8d)を形成する(第13図から第1
5図参照)、そして、前記面板素材(9)の上下両側縁
(9a)、(9b)の一方である上側縁(9a)側を絞
り込んで円弧状に曲成してカシメることにより、第5図
及び第6図に示すような形態に成形してなるもので、こ
のような屋根板部材(8)は、鉄骨ノ]根組み基本構体
(1)の各段における水平方向の曲率に応じて円弧状の
曲率が異なるようにそれぞれ製作されるものである。That is, in order to manufacture the roof plate member (8), the first
As shown in Figures 1 to 15, 1 is made of titanium, copper, stainless steel, other copper plates, etc.
0++++a, a long rectangular face plate material (9) with a width of 1820 mm is formed (see Figures 11 and 12), and then this face plate material (9) is formed with a drawn bent part (
10) in 5 to 7 pieces (
In the illustrated embodiment, the seam joints (8a) and (8b) are formed by bending the upper, lower, left, and right side edges.
), (8C), and (8d) (from Fig.
(See Figure 5), and by tightening the upper edge (9a) side, which is one of the upper and lower side edges (9a) and (9b) of the face plate material (9), bending it into an arc shape and caulking it. The roof plate members (8) are shaped as shown in Figs. They are manufactured with different arcuate curvatures.
なお、第16図は、上記面板素材(9)に形成される絞
り込み折曲部(10)を断面逆U字状にし、これに応じ
て屋根板部材(8)の縦ハゼ継ぎ部(8c)、(8d)
を第17図に示すような形態に適宜ハゼ継ぎしてなるも
のである。In addition, FIG. 16 shows that the narrowed bent portion (10) formed on the face plate material (9) is shaped like an inverted U-shape in cross section, and the vertical seam joint portion (8c) of the roof plate member (8) is shaped accordingly. , (8d)
These are suitably joined together into the form shown in FIG. 17.
また、第18図から第21図は、この発明に係る第2実
施例を示し、この第2実施例においては、第21図に示
す固定金具(11)を用い、この固定金具(11)は、
交互に折曲された取付は基板部(11a)と、このノル
板部(lla)から立上げた支持部(1l b)と、こ
の支持部(11b)の上端部を鉄骨屋根組み基本構体(
1)の頂部側へ屈曲させた覆い部(11c)とからなり
、前記基本構体(1)の各段の水平骨組み鋼体(3)上
にあって、第18図、第19図及び第20図に示すよう
に、この固定金具(11)の取付は基板部(11a)を
、所定間隔毎に溶着などにより取付は固定し、かつ各段
水平骨組み鋼体(3)での、それぞれ相互に隣接する各
固定金具(11)の下段側支持部(llb)及び覆い部
(llc)と上段側取付は基板部(lla)との間に、
木毛板などの下層下地材(12)を架は渡し装着して敷
設介在させると共に、これらの各固定金具(11)の覆
い部(11c)上には、それぞれ該当形状に成形された
断面A諏の各金属製垂木材(5)の両フランジ部(5a
)、(5a)を、前記各列の垂直骨組み鋼体(2)に平
行になるようにして所定間隔毎に適宜取付はボルトなど
により取付は固定させておく。ここで、前記垂木材(5
)の上辺ウェブ部(5b)上には、吊子(7)を係着さ
せるための、−組宛の相対向する係止爪(5c)。Further, FIGS. 18 to 21 show a second embodiment according to the present invention, and in this second embodiment, a fixture (11) shown in FIG. 21 is used, and this fixture (11) is ,
The alternately bent mounting includes a base plate part (11a), a support part (1lb) raised from this nol plate part (lla), and an upper end of this support part (11b) attached to the steel frame roof assembly basic structure (
1), and a cover part (11c) bent toward the top side of the basic structure (1), and located on the horizontal frame steel body (3) of each stage of the basic structure (1), As shown in the figure, the fixing metal fittings (11) are installed by fixing the base plate (11a) at predetermined intervals by welding, etc., and by attaching them to each other on each horizontal frame steel body (3). Between the lower support part (llb) and cover part (llc) of each adjacent fixing bracket (11) and the upper mounting part (lla),
A lower base material (12) such as a wood wool board is laid across the frame, and on the cover part (11c) of each of these fixing fittings (11) there is a cross section A formed in the corresponding shape. Both flanges (5a) of each metal rafter (5)
), (5a) are mounted parallel to the vertical frame steel bodies (2) of each row and fixed at predetermined intervals with bolts or the like. Here, the rafters (5
) on the upper side web part (5b) are opposite locking claws (5c) for the - group for locking the hanger (7).
(5c)を所定間隔毎に切り起こしである。(5c) is cut and raised at predetermined intervals.
すなわち、ここでは、前記各下層下地材(12)によっ
て、水平骨組み銅体(3)、延いては鉄骨屋根組み基本
構体(1)の全面を被覆させると共に、各下層下地材(
12)上に垂直方向の複数列からなる各垂木材(5)を
配設させてなるものである。That is, here, each lower layer base material (12) covers the entire surface of the horizontal frame copper body (3), and by extension the steel frame roof frame basic structure (1), and each lower layer base material (
12) A plurality of vertical rows of rafters (5) are arranged on top.
続いて、前記各垂木材(5)上には、それぞれの係止爪
(5c)、(5c)を利用して、第19図、第20図に
示すように、吊子(7)の取付は基板部(7a)を係若
して取付は固定させると共に、この各列対応の垂木材(
5)での、それぞれ相互に隣接する各吊子(7)の下段
側支持段部(7b)と上段側取付は基板部(7a)との
間に。Next, as shown in FIGS. 19 and 20, hangers (7) are attached to each of the rafters (5) using the respective locking claws (5c), (5c). The board part (7a) is connected and fixed for installation, and the rafters (7a) corresponding to each row are
In 5), each of the mutually adjacent hangers (7) is attached between the lower supporting stage part (7b) and the upper stage part (7a).
前記と同様に、木毛板などの上層下地材(13)を架は
渡し装着して敷設介在させることにより。In the same manner as described above, the upper layer base material (13) such as wood wool board is installed and laid between the frames.
前記下層下地材(12)と上層下地材(13)との間の
空間部に空気WJ(14)を形成させ、かっこの空気層
(14)内には、必要に応じてガラスウールなどを充填
させる一方、前記各下層下地材(13)をRMi仮部材
(8)により包み込むようにして、これらの上下両ハゼ
継ぎ部(8a)。Air WJ (14) is formed in the space between the lower layer base material (12) and the upper layer base material (13), and the air layer (14) between the brackets is filled with glass wool or the like as necessary. Meanwhile, each of the lower base materials (13) is wrapped in the RMi temporary member (8), and both upper and lower seam joints (8a) are formed.
(8b)を係合させるとともに、この状jIAで各吊子
(7)の係止部(7c)の係止支持により、屋根板部材
(8)を横葺き形式に葺き上げてなる構成を有するもの
である。(8b), and in this state jIA, the roof plate members (8) are roofed horizontally by the locking support of the locking portions (7c) of each hanger (7). It is something.
ところで、上記した下層下地材(12)と上層下地材(
13)の材質は、断熱材、防音材等の各種のものを、そ
の屋根の葺き上げ目的に応じて組合せ使用が可能であり
、また、その下地材を一枚のものに限定せず、目的に応
じて、複数層とするようにしてもよい、また、屋根板部
材(8)は、敷設場所に応じて、長尺にしたり、短尺に
することも可能である。By the way, the above-mentioned lower layer base material (12) and upper layer base material (
13) Materials such as heat insulating materials and soundproofing materials can be used in combination depending on the purpose of the roof, and the base material is not limited to a single layer; Depending on the location, the roof plate member (8) may be made of multiple layers, and the roof plate member (8) may be made long or short depending on the installation location.
したがって、上記した第2実施例における構成では、鉄
骨屋根組み基本携体(1)の全面を、−旦、下層下地材
(12)により被覆させた上で。Therefore, in the configuration of the second embodiment described above, the entire surface of the basic steel frame roof frame structure (1) is first covered with the lower base material (12).
この下層下地材(12)上に空気! (14)を介して
上層下地材(13)を被覆させることにより、実質的に
空気層(14)を介した二重層とし、さらに前記上層下
地材(13)上を屋根板部材(8)により直接包み込ん
であるために、機能的には、建造物の内部に対する断熱
、防音作用を確実に行うことができ、雨水などの漏洩を
防止し、一方、構造的には、下層及び上層各下地材(1
2)。Air on top of this lower layer base material (12)! By covering the upper layer base material (13) through the layer (14), it becomes substantially a double layer with the air layer (14) interposed therebetween, and furthermore, the upper layer base material (13) is covered with the roof board member (8). Because it is directly encased, functionally it can reliably provide insulation and soundproofing to the inside of the building, preventing leakage of rainwater, etc., while structurally it can protect the lower and upper layers of each base material. (1
2).
(13)間への垂木材(5)の介在に伴って、基本構体
(1)自体の全体強度、剛性を効果的に向上できるほか
に、屋根板部材(8)の横葺きを可能にし、しかも、こ
の二重層内にあっては勿論のこと、垂木材(5)の中空
部によっても、必要に応じて建造物内における屋内配線
、配管を外部に露出させずに行ない得ることを可能にし
ているものである。(13) With the interposition of rafters (5) between them, the overall strength and rigidity of the basic structure (1) itself can be effectively improved, and the horizontal roofing of the roof board members (8) is also possible. Furthermore, not only within this double layer but also through the hollow parts of the rafters (5), it is possible to conduct indoor wiring and piping within the building as necessary without exposing it to the outside. It is something that
さらに、第22図は、この発明に係る第3実施例を示す
ものであり、基本構体として通常の母屋(20)上に後
述する水漏れ防止板を縦茸きし、その上に、この発明に
係る屋根板部材(8)を横葺きしてなる構成を有するも
ので、母ff1(20)上には、下層下地材(12)が
敷設されている。Furthermore, FIG. 22 shows a third embodiment according to the present invention, in which a water leakage prevention plate, which will be described later, is vertically mounted on a normal main building (20) as a basic structure, and on top of that, the present invention is It has a structure in which the roof plate members (8) according to the above are horizontally roofed, and a lower base material (12) is laid on the base ff1 (20).
この下層下地材(12)は、硬質木毛板(12a)上に
フェルト(12b)を添設し、この下層下地材(12)
の接合部下部に設けた切欠(12c)には、前記母屋(
2o)上にこれらと直交して支持されたほぼ倒立溝形断
面の目地部材(21)が嵌合されている。This lower layer base material (12) is made by attaching felt (12b) to a hard wood wool board (12a).
The notch (12c) provided at the lower part of the joint of the main building (
2o) A joint member (21) having a substantially inverted groove-shaped cross section is fitted thereon and supported perpendicularly thereto.
そして、上記下層下地材(12)上には、例えば鉄、ア
ルミニウム等の全屈あるいは合成樹脂などの薄板からな
る耐水性材料で形成された水漏れ防止板(22)が屋根
の軒棟方向の中央部から軒先までの間に亘って敷設され
、この水漏れ防止板(22)は、軒棟方向に複数に分割
され、その直角に起立させた両側縁の起立部(22a)
を、前記目地部材(21)の上方に対向配置させてなる
一方、前記母g(20)上にナツト(23)を介して締
結固定されかつ前記下層下地材(12)の切欠(12c
)を通して臨む固定金具であるボルト(24)に押え板
(25)をナツト(26)、(27)により固定し、こ
の押え板(25)で前記水漏れ防止板(22)の起立部
(22a)を挾持して縦葺きしてなる構成を有するもの
で、この押え板(25)による挟持部分に垂木材(5)
を係着し、この垂木材(5)に木毛板などのL層下地材
(13)を架は渡し装着して敷設介在させることにより
、前記下層下地材(12)と上層下地材(13)との間
の空間部に空気層(14)を形成させた後、この上層下
地材(13)上に、前記と同様に屋根板部材(8)を横
葺きしてなるものである。On top of the lower base material (12), there is a water leak prevention plate (22) made of a water-resistant material made of a thin plate of steel, aluminum, etc. or a thin plate of synthetic resin, for example, in the direction of the eaves of the roof. This water leakage prevention plate (22) is laid from the center to the eaves, and is divided into a plurality of parts in the direction of the eaves, with standing parts (22a) on both sides raised at right angles.
are arranged oppositely above the joint member (21), and are fastened and fixed onto the base g (20) via a nut (23), and the cutout (12c) of the lower base material (12)
) is fixed to the bolt (24), which is a fixing fitting, with nuts (26) and (27). ) is sandwiched and vertically roofed, and the rafters (5) are placed between the holding plates (25).
The lower layer substrate (12) and the upper layer substrate (13) are attached to the rafters (5), and the L layer substrate (13) such as wood wool board is laid between the racks and the upper layer substrate (12). ) After forming an air layer (14) in the space between the upper base material (13) and the upper base material (13), the roof board members (8) are horizontally covered in the same manner as described above.
第32図及び第33図は、屋根板部材(8)の別の実施
例を示すものである。この変形例でも、第1実施例と同
様に面板素材(8)に断面U字状の絞り込み折曲部(l
O)を左右長手方向に所定の間隔を存して3〜7個に亘
り形成するとノ(に、その上f左右の側縁を折曲してハ
ゼ継ぎ部(8a)、 (8b) 。FIGS. 32 and 33 show another embodiment of the roof plate member (8). In this modification, as in the first embodiment, the face plate material (8) has a U-shaped narrowing bent portion (l).
3 to 7 O) are formed at predetermined intervals in the left and right longitudinal direction, and the left and right side edges of the upper f are bent to form seam joints (8a) and (8b).
(8c)、 (8d)を形成するが、その際、絞り込
み折曲部(10)の一方を少しだけ拡開させ、他方はほ
ぼ全面に亘って拡開させるようにしたものである。(8c) and (8d) are formed, in which one of the narrowing bent portions (10) is slightly expanded, and the other is expanded over almost the entire surface.
即ち、第1実施例の場合には、一方の絞り込み折曲部(
10)を絞り込んだままの状態とし、他方の絞り込み折
曲部(10)を少許拡開した状態で/\ゼ部をヒ、下に
形成しているのに対し、この実施例ではL)゛の各絞り
込み折曲部(10) 、 (to)を、それぞれ一部(
10a)と全部(10b)に拡開して/\ゼ部を形成す
るようにしたものである。この場合、屋根板部材(8)
のL部のハゼ加[は、現場で行うようにしてもよい。That is, in the case of the first embodiment, one narrowing bent portion (
10) remains narrowed down, and the other narrowing bent portion (10) is expanded slightly to form the /\ section below, whereas in this embodiment the L) Each narrowing bending part (10), (to) is partially (
10a) and the entire part (10b) to form a /\ze part. In this case, the roof plate member (8)
The addition of seams to the L portion may be performed on site.
この変形例による効果としては、絞り込み部の重合部が
第1実施例のものに比べて肉薄となるためハゼ加工や切
断加工が楽になることと、金属面板の使用漬を少くする
ことがilf 走となる点である。The effects of this modification are that the overlapping part of the narrowing part is thinner than that of the first embodiment, making it easier to process edges and cutting, and that the metal face plate is less exposed during use. This is the point.
なお、−1−記各実施例においては、゛ト球形状の鉄骨
屋根組みでの基本構体に適用する場合について述べたが
、球形状、截頭半球形状1円錐形状、截頭円錐形状など
の鉄骨屋根組みによる基本構体は勿論、その他の近似も
しくは類似する形状の鉄骨屋根組みによる基本構体にも
適用して、はぼ同様の作用、効果を奏し得ることも++
fflである。In addition, in each of the embodiments described in -1-, the case was described where it was applied to a basic structure with a spherical steel frame roof assembly, but it can also be applied to a spherical shape, a truncated hemispherical shape, a truncated conical shape, a truncated conical shape, etc. It can be applied not only to the basic structure with a steel frame roof frame, but also to other basic structures with a steel frame roof frame of an approximate or similar shape, and the same action and effect can be achieved++
ffl.
その他、この発明は、この発1!1の要旨を変えない範
囲で種々変更実施回部なことは勿論である。In addition, it goes without saying that the present invention may be modified in various ways without changing the gist of the present invention.
〔発1’lの効果〕
以りの説明から明らかなように、この発明によれば、長
尺矩形状の面板素材に絞り込み折曲部を左右長手方向に
所定の間隔を存して?S!数個所に亘り形成し、その上
下左右の側縁を折曲してハゼ継ぎ部を形成するとともに
、前記上下両側縁の一方を絞り込んで円弧状に曲成して
屋根板部材を成形してなることから、これらの屋根板部
材を、各段において円弧状の曲率が異なるようにして基
本構体上に所定間隔毎に取付は固定させた各列の垂木材
にに吊子を介して固定しながら隣接相互間で1いに係合
連設すれば、横葺き形式で屋根面を葺き上げることがで
きるため、外観体裁を整えることができるとともに、施
工作業も衡率良く行うことができる。また、鉄骨屋根組
み基本構体上に、下層ド地材を敷設し、ついで垂木材を
介在させて空気層を形成し、さらにこの空気層を介して
1−層下地材を敷設した後に、屋根板部材を横葺きすれ
ば、屋根部分を比較的簡単に二重構造にできることから
この=面構9−のために 犀N部分での断熱、防音作
用を図ることができ、しかも、雨漏りなどの対策、なら
びに屋内配線、配管を良11−fに講じることができる
というすぐれた効果を奏するものである。[Effects of Development 1'l] As is clear from the following explanation, according to the present invention, the face plate material is made into a long rectangular shape, and the bent portions are arranged at predetermined intervals in the left and right longitudinal directions. S! The roof plate member is formed by forming the roof plate in several places, bending the top, bottom, left and right side edges to form a seam joint, and narrowing one of the top and bottom edges to form an arc shape. Therefore, these roof panel members were installed on the basic structure at predetermined intervals with different arcuate curvatures at each stage, and were fixed to the rafters in each row using hangers. If the adjacent roofs are connected to each other at once, the roof surface can be raised horizontally, so that the appearance can be improved and the construction work can be carried out in a more efficient manner. In addition, a lower layer base material is laid on the basic steel frame roof structure, then rafters are interposed to form an air layer, and a first layer base material is laid through this air layer, and then the roof board is laid. If the members are horizontally roofed, the roof can be made into a double structure relatively easily. Because of this = surface structure 9-, it is possible to achieve heat insulation and soundproofing in the rhinoceros N part, and also to prevent rain leaks. , as well as indoor wiring and piping.
第1図はこの発明に係る屋根板部材をドーム型建造物に
用いた屋根板葺き一ヒげ状yE、の第1実施例を概略的
に示す一部切欠半モ面図、第2図及び第3図は同じく要
部を拡大してそれぞれ示す部分斜視図、第4図は同じく
ハゼ継ざ状態を示す概略的斜視図、第5図はこの発明に
係るハ3根板部材の平面図、第6図は第5図C−C線に
おける拡大断面図、第7図は第5図C−C線における概
略的要部拡大断面図、第8図は第5図C−C線における
概略的要部拡大断面図、第9図及び第10図は屋根板部
材の縦ハゼ継ぎ状態をそれぞれ示す概略的要部拡大断面
図、第11図から第15図はこの発明に係る屋根板部材
の製造工程を示し、第11図はPll根部部材構成する
面板素材のRIli1!的モ面図。
第12図は第111;4D−D線における拡大断面図、
第13図は面板素材の絞り込み状態を示す平面図、第1
4図は第13図E−Eiにおける拡大断面図、第15図
は第13図F−F線における拡大断面図、第16図は面
板素材の絞り込み状態の他の例を示す概略的要部拡大断
面図、第17図は同じく屋根板部材の縦ハゼ継ぎ状態の
他の例を示す概略的要部拡大断面図、第18図はこの発
明に係る屋根板部材を用いたドーム型建造物における屋
根板葺き上げ状態の第2実施例を示す概略的縦断面図、
第19図は同じく要部を拡大してそれぞれ示す縦断面図
、第20図は第19図G−G線における縦断面図、第2
1図は回じ〈下層下地材の固定金具を示す斜視図、第2
2図はこの発明に係る建造物における屋根面葺き上げ構
造の第3実施例を示す要部拡大縦断面図、第23図から
第27図は従来のドーム型鉄骨屋根組み基本構体の概要
をそれぞれ示す正面説明図、第28図から第31図は同
じ〈従来のドーム型鉄骨屋根組み基本構体の4!i要を
それぞれ示す平面説明図、第32図は屋根板部材の変形
例、第33図は同上のH−H線における縦断面図である
。
゛(1)・・・鉄骨屋根組み基本構体、(2)・・・垂
直骨組み鎖体、
(3)・・・水モ骨組み銅体、(5)・・・垂木材。
(6)・・・下地材、 (7)・・・吊r−1
(8)・・・屋根板部材、
(8a) 、 (8b)・・・ハゼ継ぎ部、(9)・・
・面板素材、 (9a)・・・]二側縁、(10)
・・・絞り込み折曲部。
特許出願人 訟木商事有限会社
第7図
第9図
C10
第14図
CFIG. 1 is a partly cutaway half-section view schematically showing a first embodiment of a roof sheet roof yE in which a roof sheet member according to the present invention is used for a dome-shaped building, FIG. 3 is a partially enlarged perspective view of the main parts, FIG. 4 is a schematic perspective view showing the jointed state, and FIG. 5 is a plan view of the base plate member according to the present invention. 6 is an enlarged sectional view taken along the line C-C in FIG. FIGS. 9 and 10 are schematic enlarged sectional views of important parts showing the state of vertical seam joints of the roof shingle member, and FIGS. 11 to 15 are manufacturing steps of the roof shingle member according to the present invention. FIG. 11 shows RIli1! of the face plate material constituting the Pll root member. Target diagram. FIG. 12 is 111; an enlarged sectional view taken along line 4D-D;
Fig. 13 is a plan view showing the narrowing state of the face plate material;
4 is an enlarged sectional view taken along the line E-Ei in FIG. 13, FIG. 15 is an enlarged sectional view taken along the line FF in FIG. A sectional view, FIG. 17 is a schematic enlarged sectional view of the main part showing another example of the vertical seam joint state of the roof plate member, and FIG. 18 is a roof of a dome-shaped building using the roof plate member according to the present invention. A schematic vertical cross-sectional view showing the second embodiment in a board-roofed state;
Fig. 19 is a longitudinal cross-sectional view showing the main parts enlarged, respectively, Fig. 20 is a longitudinal cross-sectional view taken along line G-G in Fig. 19, and Fig. 2
Figure 1 is a perspective view showing the fixing fittings for the lower base material;
Fig. 2 is an enlarged vertical cross-sectional view of the main parts showing a third embodiment of the roof structure for a building according to the present invention, and Figs. 23 to 27 are outlines of the conventional dome-shaped steel roof structure. The front explanatory views shown in Figures 28 to 31 are the same (4! of the conventional dome-shaped steel roof frame basic structure). FIG. 32 is a plan view showing a modification of the roof plate member, and FIG. 33 is a longitudinal sectional view taken along line H--H of the same as above.゛(1)...Steel frame roof frame basic structure, (2)...Vertical frame chain, (3)...Water mower frame copper body, (5)...Rafters. (6)...Front material, (7)...Hanging r-1
(8)... Roof plate member, (8a), (8b)... Seam joint, (9)...
・Face plate material, (9a)...] Two side edges, (10)
...Aperture bending part. Patent applicant Suiki Shoji Co., Ltd. Figure 7 Figure 9 C10 Figure 14 C
Claims (3)
手方向に所定の間隔を存して複数個所に亘り形成し、か
つその上下左右の側縁を折曲してハゼ継ぎ部を形成する
とともに、前記上下両側縁の一方を絞り込んで円弧状に
曲成したことを特徴とする建造物における屋根板。(1) A long rectangular face plate material is selected, bent portions are formed at multiple locations at predetermined intervals in the left and right longitudinal directions, and the top, bottom, left and right side edges are bent to form seam joints. What is claimed is: 1. A roof board for a building, wherein one of the upper and lower edges is narrowed and curved into an arc shape.
手方向に所定の間隔を存して複数個所に亘り形成し、か
つその上下左右の側縁を折曲してハゼ継ぎ部を形成する
とともに、前記上下両側縁の一方を絞り込んで円弧状に
曲成してなる屋根板部材を用い、これら各段において円
弧状の曲率が異なる多数の屋根板部材を、少なくとも複
数列の各垂直骨組み鋼体と、これらの各垂直骨組み鋼体
の相互間を結合して囲繞する複数段の水平骨組み鋼体と
の基本構体上に所定間隔毎に取付け固定させた各列の垂
木材上に吊子を介して固定しながら隣接相互間で互いに
係合連設し横葺きしてなることを特徴とする建造物にお
ける屋根板の葺き上げ施工方法。(2) A long rectangular face plate material is selected, bent portions are formed at multiple locations at predetermined intervals in the left and right longitudinal directions, and the top, bottom, left and right side edges are bent to form seam joints. At least a plurality of vertical rows of roof sheet members each having a different arcuate curvature in each stage are used. It is suspended on each row of rafters that are installed and fixed at predetermined intervals on a basic structure consisting of a steel frame and multiple horizontal steel frames that connect and surround these vertical steel frames. A method of constructing roof shingles for a building, characterized in that the roof shingles are horizontally roofed by engaging and connecting adjacent ones while being fixed through children.
させ、かつ相互に隣接する各段の固定金具間に下層下地
材を敷設させるとともに、これらの各段の固定金具を通
して垂木材を所定間隔毎に取付け固定させる一方、これ
らの各列の垂木材上に前記下層下地材との間に空気層を
介して上層下地材を敷設させ、この上層下地材上に各屋
根板部材を横葺きしてなる特許請求の範囲第2項に記載
の建造物における屋根板の葺き上げ施工方法。(3) Attach and fix the fixing metal fittings on the horizontal frame steel of each tier, and lay the lower base material between the fixing metal fittings of each adjacent tier, and install the rafters through the fixing metal fittings of each tier. While installing and fixing them at predetermined intervals, an upper layer base material is laid on each row of rafters with an air layer between them and the lower layer base material, and each roof board member is horizontally laid on top of this upper layer base material. A method for constructing roof shingles for a building according to claim 2, which is constructed by roofing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22626286A JPS6383360A (en) | 1986-09-26 | 1986-09-26 | Roof panel in building and shingling execution thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22626286A JPS6383360A (en) | 1986-09-26 | 1986-09-26 | Roof panel in building and shingling execution thereof |
Related Child Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20226391A Division JPH0715197B2 (en) | 1991-07-18 | 1991-07-18 | Root |
JP20226491A Division JPH0715198B2 (en) | 1991-07-18 | 1991-07-18 | Root |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6383360A true JPS6383360A (en) | 1988-04-14 |
JPH0378462B2 JPH0378462B2 (en) | 1991-12-13 |
Family
ID=16842444
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22626286A Granted JPS6383360A (en) | 1986-09-26 | 1986-09-26 | Roof panel in building and shingling execution thereof |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6383360A (en) |
-
1986
- 1986-09-26 JP JP22626286A patent/JPS6383360A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPH0378462B2 (en) | 1991-12-13 |
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Legal Events
Date | Code | Title | Description |
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LAPS | Cancellation because of no payment of annual fees |