JP3057129B2 - Roof panel structure and roof panel forming method - Google Patents
Roof panel structure and roof panel forming methodInfo
- Publication number
- JP3057129B2 JP3057129B2 JP5099208A JP9920893A JP3057129B2 JP 3057129 B2 JP3057129 B2 JP 3057129B2 JP 5099208 A JP5099208 A JP 5099208A JP 9920893 A JP9920893 A JP 9920893A JP 3057129 B2 JP3057129 B2 JP 3057129B2
- Authority
- JP
- Japan
- Prior art keywords
- roof panel
- wave
- connecting member
- panel unit
- shape
- 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、構造物の屋根パネル構
造及び屋根パネルの形成方法に関するものである。近年
では、施工が簡単で強度が高く、かつ波型形状と直交す
る方向へ強制的に湾曲させて、アーチ状屋根を形成でき
る屋根パネル構造が要請されている。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roof panel structure of a structure and a method of forming a roof panel. In recent years, there has been a demand for a roof panel structure that is easy to construct, has high strength, and is capable of forcibly curving in a direction perpendicular to the corrugated shape to form an arched roof.
【0002】[0002]
【従来の技術】従来、この種の屋根パネル構造は、図1
2に示されるように、波高の小さい連続的な小波形状を
なす屋根パネルを、母屋6に載置し、かつ所定間隔をお
いて、前記母屋6にボルト締めした屋根パネル構造、あ
るいは図13に示されるように多角形状の折板形状をな
した屋根パネルユニットをハゼ締めして屋根パネルを形
成し、この屋根パネルを母屋6に取り付けた屋根パネル
構造が一般に知られている。2. Description of the Related Art Conventionally, this type of roof panel structure is shown in FIG.
As shown in FIG. 2, a roof panel in the form of a continuous small wave having a small wave height is placed on the purlin 6 and bolted to the purlin 6 at predetermined intervals, or as shown in FIG. As shown, a roof panel structure in which a roof panel unit having a polygonal folded plate shape is formed by fastening a roof panel unit and the roof panel is attached to a purlin 6 is generally known.
【0003】ここで、図12に示すような従来の屋根パ
ネル構造では、屋根パネルの長手方向(波型と直交する
方向)に対して強制的に湾曲させることができ、アーチ
状に湾曲させた屋根の形成には好ましい。しかし、図1
2に示される屋根パネル構造では、波型の波高さが比較
的小さいため、強度性能が劣ると指摘され、特に多雪地
域において、300kg/m2 程度の雪等の荷重に耐え
られるようにするためには、母屋間隔を極端に狭くする
必要があり、それでは施工上の納まりが複雑で、かつ困
難になると共に鉄骨量が増えてコスト高になるとの課題
があった。Here, in the conventional roof panel structure as shown in FIG. 12, the roof panel can be forcibly curved in the longitudinal direction (the direction orthogonal to the corrugation), and is arched. Preferred for roofing. However, FIG.
In the roof panel structure shown in FIG. 2, it is pointed out that the strength performance is poor because the wave height of the corrugated shape is relatively small. In particular, in a snowy area, the roof panel structure can withstand a load of about 300 kg / m 2 of snow or the like. For this purpose, it is necessary to make the interval between purlins extremely narrow, which causes a problem that the installation is complicated and difficult, and that the cost increases due to an increase in the amount of steel frames.
【0004】そして、ボルトで屋根パネルを貫通させて
母屋6に取り付けるため長期的には防水性に問題が残る
との課題も指摘されていた。また、図13に示すような
屋根パネル構造では、屋根パネル形状において山高が高
く、折れ曲がる角部が比較的多いため強度性能に優れ、
母屋間隔をある程度広くとることが可能であり、かつ防
水性も良好なものとはなっている。[0004] It has also been pointed out that there is a problem that the waterproof property remains in the long term because the roof panel is penetrated with bolts and attached to the main building 6 in the long term. Further, in the roof panel structure as shown in FIG. 13, the mountain height is high in the roof panel shape, and since there are relatively many bent corners, the strength performance is excellent,
The purlin spacing can be widened to some extent, and the waterproofness is also good.
【0005】そして、母屋間隔を3m程度に広くしても
300kg/m2 程度の雪等の荷重に耐えられ、防水性
も長期にわたり良好とはされているが、屋根パネルの長
手方向側(山波形成方向と直交する方向)に強制的に湾
曲させて、アーチ型屋根を形成しようとすると、その曲
率半径を大きくとったとしても、強制的な湾曲を開始し
た時点で、座屈が発生してしまい、アーチ型屋根が形成
できないとの課題があった。[0005] Even if the purlin spacing is widened to about 3 m, it can withstand a load of about 300 kg / m 2 of snow and the like and has good water resistance for a long period of time. When the arched roof is forcibly bent in the direction perpendicular to the wave formation direction to form an arched roof, buckling occurs at the point when the forced bending is started even if the radius of curvature is large. There was a problem that an arched roof could not be formed.
【0006】[0006]
【発明が解決しようとする課題】この様に、従来では、
強度性能に優れ、母屋間隔をある程度広くとることが可
能で、かつ防水性も良好であり、さらに屋根パネルの長
手方向側(波形と直交する方向)に強制的に湾曲させ
て、アーチ型屋根を形成できる屋根パネル構造はいまだ
存在しないものであった。As described above, conventionally,
It is excellent in strength performance, it is possible to widen the space between purlins to some extent, and it has good waterproofness. In addition, it forcibly bends in the longitudinal direction of the roof panel (direction perpendicular to the waveform), and Roof panel structures that could be formed did not yet exist.
【0007】かくして、本発明は、この様な従来の課題
を解決するためになされたものであり、3m程度の母屋
間隔で300kg/m2 程度の雪などの大荷重に耐えら
れ、かつ屋根パネルの長手方向において、曲率半径を3
0m程度まで小さく強制的に湾曲でき、さらに防水性を
も優れた屋根パネル構造及び屋根パネルの形成方法を提
供することを目的とするものである。Accordingly, the present invention has been made to solve such a conventional problem, and can withstand a heavy load such as snow of about 300 kg / m 2 at a purlin interval of about 3 m and a roof panel. Radius of curvature is 3 in the longitudinal direction of
It is an object of the present invention to provide a roof panel structure and a method of forming a roof panel which can be forcibly bent to about 0 m and have excellent waterproofness.
【0008】[0008]
【課題を解決するための手段】上記課題を達成するた
め、本発明は以下のように構成されている。すなわち、
本発明に係る屋根パネル構造は、下側に湾曲する略U字
条型の屋根パネルユニット1の一方側端部より、水平方
向に張り出す張出部2及び該張出部2より略角状に折曲
する結合部3を設け、他方側の端部には、水平方向に張
り出す張出部2及び該張出部2より略角状に折曲し、前
記結合部3に重合する重合結合部4を設けてなり、一方
側屋根パネルユニット1の結合部3に、他方側屋根パネ
ルユニット1の重合結合部4を重ね合わせると共に、両
者間に連結部材5を介して圧着して結合し、全体として
角部を有しない曲面からなる大波形状の屋根パネルを形
成し、かつ該大波形状の屋根パネルを屋根パネルの波方
向と直交する方向にアーチ状に湾曲してなり、前記連結
部材5と、該連結部材5に連結しかつ前記屋根パネルの
裏面を当接保持する水平方向に延出した上方載置片9を
備え母屋6に固定された保持部材7と、を巾方向にスラ
イド調節可能に連結し、前記アーチ状に湾曲された屋根
パネルの伸縮幅を吸収しつつ屋根パネルを保持したこと
を特徴とし、または、下側に湾曲する略U字条を複数連
続して形成してある屋根パネルユニット1の一方側端部
より、水平方向に張り出す張出部2及び該張出部2より
略角状に折曲する結合部3を設け、他方側の端部には、
水平方向に張り出す張出部2及び該張出部2より略角状
に折曲し、前記結合部3に重合する重合結合部4を設け
てなり、一方側屋根パネルユニット1の結合部3に、他
方側屋根パネルユニット1の重合結合部4を重ね合わせ
ると共に、両者間に連結部材5を介して圧着して結合
し、全体として角部を有しない曲面からなる大波形状の
屋根パネルを形成し、かつ該大波形状の屋根パネルを屋
根パネルの波方向と直交する方向にアーチ状に湾曲して
なり、前記連結部材5と、該連結部材5に連結しかつ前
記屋根パネルの裏面を当接保持する水平方向に延出した
上方載置片9を備え母屋6に固定された保持部材7と、
を巾方向にスライド調節可能に連結し、前記アーチ状に
湾曲された屋根パネルの伸縮幅を吸収しつつ屋根パネル
を保持したことを特徴とし、または、略U字条型の屋根
パネルユニット1の一方側端部に設けられた水平方向に
張り出す張出部2より略角状に折曲する結合部3と、他
の屋根パネルユニット1の他方側端部に設けられた水平
方向に張り出す張出部2より略角状に折曲し、前記結合
部3に重合する重合結合部4とを、その両者間に垂下す
る連結部材5を介在させつつ連結して屋根パネルを形成
し、前記垂下した連結部材5と、屋根パネルの裏面を当
接保持する水平方向に延出した上方載置片9を備え母屋
6に固定された保持部材7と、を巾方向にスライド調節
可能に連結して前記屋根パネルを母屋6上に載置保持
し、次いで、屋根パネルの波方向と直交する方向に向け
て前記屋根パネルをアーチ状に湾曲し、前記連結部材5
と保持部材7との連結箇所でアーチ状に湾曲した屋根パ
ネルの伸縮幅を吸収し、アーチ状の屋根パネルを形成し
たことを特徴とする。In order to achieve the above object, the present invention is configured as follows. That is,
The roof panel structure according to the present invention has a projecting portion 2 that projects horizontally from one end of a substantially U-shaped roof panel unit 1 that curves downward, and a substantially rectangular shape from the projecting portion 2. A bent joint portion 3 is provided, and at the other end, a projecting portion 2 projecting in the horizontal direction and a substantially square bent from the projecting portion 2 to be superposed on the joining portion 3 A part 4 is provided, and the overlapped joint 4 of the other side roof panel unit 1 is superimposed on the joint 3 of the one side roof panel unit 1, and the two are joined together by crimping via the connecting member 5, A large wave-shaped roof panel formed of a curved surface having no corners as a whole is formed, and the large wave-shaped roof panel is curved in an arch shape in a direction orthogonal to the wave direction of the roof panel, and the connecting member 5 Connected to the connecting member 5 and abuts and holds the back surface of the roof panel. The holding member 7 having the upper mounting piece 9 extending in the horizontal direction and fixed to the purlin 6 is slidably connected in the width direction so as to absorb the expansion and contraction width of the arched curved roof panel. A projecting portion 2 which projects horizontally from one end of the roof panel unit 1 in which a plurality of substantially U-shaped curves curved downward are continuously formed. And a coupling portion 3 that is bent substantially in a square shape from the overhang portion 2, and at the other end portion,
An overhanging portion 2 extending in the horizontal direction and an overlapping portion 4 which is bent from the overhanging portion 2 into a substantially angular shape and overlaps with the connecting portion 3 are provided, and the connecting portion 3 of the one-side roof panel unit 1 is provided. Then, the overlapped joint portion 4 of the other side roof panel unit 1 is overlapped, and the two are joined together by pressure bonding via a connecting member 5 to form a large wave roof panel having a curved surface having no corners as a whole. And the large wave-shaped roof panel is arched in a direction orthogonal to the wave direction of the roof panel, and the connecting member 5 is connected to the connecting member 5 and the back surface of the roof panel is abutted. A holding member 7 having an upper mounting piece 9 extending in a horizontal direction to be held and fixed to a purlin 6;
Characterized by holding the roof panel while absorbing the expansion and contraction width of the arched curved roof panel, or one of the substantially U-shaped roof panel units 1 A connecting portion 3 which is bent at a substantially angle from a horizontal extending portion 2 provided at a side end and a horizontal extending portion provided at the other side end of another roof panel unit 1. A roof panel is formed by connecting the overlapping portion 4 which is bent substantially in a rectangular shape from the protruding portion 2 and overlaps with the connecting portion 3 while interposing a connecting member 5 which depends between the two, to form a roof panel. And a holding member 7 having a horizontally extending upper mounting piece 9 for holding the back surface of the roof panel in contact therewith and fixed to the purlin 6 so as to be slidably adjustable in the width direction. The roof panel is placed and held on the purlin 6, and then the roof panel It said roof panel is curved in an arch shape in a direction perpendicular to the wave direction of Le, the connecting member 5
The arched roof panel is formed by absorbing the expansion and contraction width of the arched curved roof panel at the connection between the and the holding member 7.
【0009】[0009]
【作用】本発明では、下側に湾曲するU字条型をなす一
方側の屋根パネルユニット1の結合部3に、同様の形状
をなす他方側の屋根パネルユニット1の重合結合部4を
重ね合わせると共に、両者間に連結部材5を介して圧着
して結合してある。そして、全体として角部を有しない
曲面からなる大波形状の屋根パネルとして構成してあ
る。According to the present invention, the overlapped joint 4 of the roof panel unit 1 on the other side having the same shape is superimposed on the joint 3 of the roof panel unit 1 on the one side having a U-shape curved downward. At the same time, they are joined by pressure bonding between them via a connecting member 5. And it is comprised as a big wave-shaped roof panel which consists of a curved surface which has no corner as a whole.
【0010】よって、アーチ状に湾曲する屋根を簡単に
形成できる。また、多雪地域での雪による大荷重にも耐
えられる強度を有する。Therefore, an arch-shaped roof can be easily formed. In addition, it has enough strength to withstand heavy loads due to snow in heavy snow areas.
【0011】[0011]
【実施例】以下、図に基づいて本発明に係る屋根パネル
構造の好適な実施例を説明する。先ず、本発明では、屋
根パネルユニット1の形状を図3乃至図4に示すように
形成した。すなわち、屋根パネルユニット1の山高は図
13に示される従来の折板屋根と同程度とし、上部に0
mm乃至30mm程度の張出部2を設けた以外は全て曲
面として構成し、もってパネル面に角部をなくした断面
形状としてある。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of a roof panel structure according to the present invention will be described below with reference to the drawings. First, in the present invention, the shape of the roof panel unit 1 was formed as shown in FIGS. That is, the mountain height of the roof panel unit 1 is substantially equal to that of the conventional folded plate roof shown in FIG.
Except for the provision of the overhang portion 2 of about 30 mm to 30 mm, all are configured as curved surfaces, and thus have a cross-sectional shape with no corners on the panel surface.
【0012】この様に構成することにより、所定の強度
を保持しながら、波方向と直交する方向へ座屈させるこ
となく強制的にアーチ状に湾曲させることが可能とな
る。ここで、図3に示すタイプは一山タイプ、図4に示
すタイプは二山タイプと呼ばれ、いわゆる二山タイプは
図3に示す一山タイプを連続させたものとして構成され
ている。With this configuration, it is possible to forcibly bend in an arch shape without buckling in a direction perpendicular to the wave direction while maintaining a predetermined strength. Here, the type shown in FIG. 3 is called a single crest type, and the type shown in FIG. 4 is called a double crest type. The so-called double crest type is configured as a series of the single crest type shown in FIG.
【0013】そして、図4に示すいわゆる二山タイプは
原板幅の規格が広い場合に適用でき、後述するように屋
根パネルユニット1、1同士の接合部が少なくなるた
め、より施工効率がよく経済的に有利となる。ここで、
図3に示すように屋根パネルユニット1は下側に湾曲し
てU字状型として構成されており、その一方側端部には
水平方向に張り出す張出部2が設けられている。The so-called two-mount type shown in FIG. 4 can be applied to a case where the standard of the original sheet width is wide. Advantageously. here,
As shown in FIG. 3, the roof panel unit 1 is configured to be curved downward and has a U-shape, and an overhang portion 2 that extends horizontally is provided at one end.
【0014】また、その張出部2からは上方に立ち上が
り、かつ屋根パネルユニット1の中央側に直角に折曲し
て略コ字状に形成された結合部3が設けられている。さ
らに、他方側の端部からは、水平方向に張り出す張出部
2が設けられていると共に、この張出部2より上方に立
ち上がり、さらに外側に直角に折曲し、かつその先端か
ら下方に折れ曲がって形成された重合結合部4が設けら
れている。A connecting portion 3 which rises upward from the overhanging portion 2 and is bent at a right angle to be substantially U-shaped at the center of the roof panel unit 1 is provided. Further, from the other end, there is provided a projecting portion 2 projecting in the horizontal direction. The projecting portion 2 rises above the projecting portion 2, bends outward at a right angle, and extends downward from the tip. Is provided with a polymerized joint portion 4 formed by bending.
【0015】この重合結合部4は連結に際し、結合部3
に被り、重合されるものとなる。図4に示す屋根パネル
ユニット1はいわゆる二山タイプの屋根パネルユニット
1であるが、その両端部においても前述した張出部2及
び結合部3が、また他方の端部には張出部2及び重合結
合部4がそれぞれ設けられている。以上において、次
に、この屋根パネルユニット1、1の連結施工について
説明する。[0015] When the polymerization bonding portion 4 is connected, the bonding portion 3
And polymerized. The roof panel unit 1 shown in FIG. 4 is a so-called double mountain type roof panel unit 1, and the above-mentioned overhang portion 2 and the joint portion 3 are provided at both ends, and the overhang portion 2 is provided at the other end. And a polymerization bonding portion 4 are provided. Next, the connection construction of the roof panel units 1 and 1 will be described below.
【0016】先ず、図5、図6に示すように、上弦材1
0と母屋6とが水平に構築された骨組みに、図7から理
解されるように、保持部材7を溶接等で前記母屋6に固
定し、該保持部材7に連結部材5を連結する。この際、
保持部材7あるいは連結部材5には幅方向に延びる長穴
を穿設しておき、ボルトなどを前記長穴に挿通しての連
結時には、幅方向に対しスライドして調節できるように
構成されている。尚、その理由については後述する。First, as shown in FIG. 5 and FIG.
7, a holding member 7 is fixed to the purlin 6 by welding or the like, as shown in FIG. 7, and the connecting member 5 is connected to the holding member 7. On this occasion,
An elongated hole extending in the width direction is formed in the holding member 7 or the connecting member 5 so that, when a bolt or the like is inserted through the elongated hole, the hole can be slid in the width direction to be adjusted. I have. The reason will be described later.
【0017】次に、図3あるいは図4に示される屋根パ
ネルユニット1を図1から理解されるように、一方側の
屋根パネルユニット1の端部より張り出す張出部2を保
持部材7の上方載置片9上に乗せ、かつ連結部材5を挟
みながら一方側の屋根パネルユニット1の端部に形成さ
れた結合部3の上に、他方側の屋根パネルユニット1の
重合結合部4を被せ、両者を繋げる。Next, as can be seen from FIG. 1, the roof panel unit 1 shown in FIG. 3 or FIG. The overlapping joint 4 of the roof panel unit 1 on the other side is placed on the joint 3 formed on the end of the roof panel unit 1 on one side while being placed on the upper mounting piece 9 and sandwiching the connecting member 5. Cover and connect the two.
【0018】この状態から、結合部3、重合結合部4、
及び両者の間に挟着された連結部材5を両側から強く圧
着し、図2から理解されるように結合部3、重合結合部
4、及び両者の間に挟着された連結部材5が一体化する
よう板状に潰して接合する(ハゼ締め)ものとする。こ
れにより図8、図9に示されるように、水平状態での屋
根面が構築されることとなる。From this state, the bonding portion 3, the polymerization bonding portion 4,
The connecting member 5 sandwiched between the two is strongly pressed from both sides, and as shown in FIG. 2, the joining portion 3, the overlapping joining portion 4, and the joining member 5 sandwiched between both are integrated. Crushed into a plate shape and joined (goby fastening). As a result, as shown in FIGS. 8 and 9, a roof surface in a horizontal state is constructed.
【0019】尚、屋根パネルユニット1、1の連結で、
両張出部2、2が平行部8を形成するが、該平行部8
は、屋根パネルユニット1の母屋6への取り付け時にお
いて、保持部材7の上方載置片9に面状態で載置される
こととなり、これにより取付安定性をきわめて良好なも
のとし得るのである。そして、働き幅が広くなるため、
施工効率が向上し、経済性も良好とされる。Incidentally, by connecting the roof panel units 1 and 1,
The overhanging portions 2 form a parallel portion 8.
When the roof panel unit 1 is mounted on the purlin 6, the roof panel unit 1 is mounted in a plane state on the upper mounting piece 9 of the holding member 7, whereby the mounting stability can be made extremely good. And because the working width is widened,
The construction efficiency is improved, and the economy is also good.
【0020】このように施工された本発明の屋根パネル
では、いわゆるストラーチ工法等を利用し強制的に曲率
半径を小さく湾曲させ、アーチ状の屋根面を構築するこ
とが出来る。なぜなら、図13に示される従来の折板状
の屋根パネルであると強制的に湾曲させる際に、座屈し
てしまうが、本実施例のような屋根パネルであると、角
部面がなく全て曲面として構成されているために変形、
座屈を解消できるのである。In the thus constructed roof panel of the present invention, an arch-shaped roof surface can be constructed by forcibly curving the radius of curvature to be small using a so-called straching method or the like. This is because the conventional folded plate-shaped roof panel shown in FIG. 13 buckles when forcibly curved, but the roof panel as in the present embodiment has no corner surface and all Deformed because it is configured as a curved surface,
Buckling can be eliminated.
【0021】すなわち、屋根パネル面を角部を有しない
断面形状とすることにより、強制的に湾曲させても、曲
率半径が30m程度までは座屈が発生せず、断面係数も
従来の屋根パネルよりかなり大きく、さらに屋根パネル
の各山において母屋6に緊結するため、母屋6間隔も3
0m程度と広くしても300kg/m2 の雪などの荷重
に耐えられるのである。That is, by forming the roof panel surface into a cross-sectional shape having no corners, even if it is forcibly bent, buckling does not occur up to a radius of curvature of about 30 m, and the cross-sectional modulus of the conventional roof panel is reduced. The spacing of the purlins is also 3
Even if it is as wide as 0 m, it can withstand a load such as 300 kg / m 2 of snow.
【0022】ここで、屋根パネルの湾曲施工の概略につ
いて述べると、図10、図11から理解されるように、
例えば下弦材11に挿入されてあるPCケーブルを緊張
して、下弦材11を縮める。すると、これに伴い上弦材
10が上方へ向かってアーチ状に湾曲する。そして、上
弦材10と連結されている母屋6上の屋根パネルも上弦
材10の湾曲にともなってアーチ状に湾曲することにな
る。Here, the outline of the curved construction of the roof panel will be described. As understood from FIG. 10 and FIG.
For example, the PC cable inserted into the lower chord material 11 is tensioned to contract the lower chord material 11. Then, along with this, the upper chord material 10 is curved in an arch shape upward. Then, the roof panel on the purlin 6 connected to the upper chord material 10 also curves in an arch shape with the curvature of the upper chord material 10.
【0023】ここで、前述のように、本実施例の屋根パ
ネルは角部を有しない曲面からなる大波形状とされてい
るため、波方向と直交する方向へ強制的に湾曲しても、
座屈、変形することなく綺麗なアーチ状の屋根が形成で
きるのである。尚、屋根パネルに取り付けられ、垂下す
る連結部材5は、湾曲する方向に若干ずれるため、これ
に接続される保持部材7との間では幅方向(波方向と直
交する方向)にスライド調節可能に連結し得るよう構成
する必要がある。Here, as described above, since the roof panel of this embodiment has a large wave shape having a curved surface having no corners, even if the roof panel is forcibly bent in a direction perpendicular to the wave direction,
A beautiful arched roof can be formed without buckling or deformation. Since the connecting member 5 attached to the roof panel and hanging therefrom is slightly displaced in the bending direction, the connecting member 5 can be slidably adjusted in the width direction (direction orthogonal to the wave direction) with the holding member 7 connected thereto. It must be configured to be able to be connected.
【0024】すなわち、アーチ状に湾曲する場合におい
ては、上弦材10より屋根パネルの方の長さを長くして
おかなければならない。何故なら屋根パネルは上弦材1
0の外側で湾曲するため、上弦材10より若干長さが必
要となるからである。よって、予め水平時には上弦材1
0の両側から屋根パネルがはみでるように取り付けてお
き、湾曲した後、屋根パネルのずれを前記連結部材5と
保持部材7との連結調節で吸収するのである。That is, in the case where the roof panel is curved in an arch shape, the length of the roof panel must be longer than that of the upper chord material 10. Because the roof panel is the upper chord 1
This is because the outer chord material 10 needs to be slightly longer than the upper chord material 10 to be curved outside the zero. Therefore, the upper chord 1
The roof panel is attached so as to protrude from both sides of the roof panel 0, and after the roof panel is bent, the displacement of the roof panel is absorbed by adjusting the connection between the connecting member 5 and the holding member 7.
【0025】さらに、当該連結部材5と保持部材7との
連結調節は屋根パネルの熱膨張による変形にも十分追従
することができる。また、本実施例は、ハゼ締めで屋根
パネルユニット1・・・を接続してあるため防水性もき
わめて良好となる。ここで、本実施例でのハゼ締めは、
一般の折板屋根に用いられている縦型とよばれるハゼ締
めのタイプであり、他の形状のハゼ締めタイプでも特に
支障はないものである。Further, the connection adjustment between the connecting member 5 and the holding member 7 can sufficiently follow the deformation of the roof panel due to thermal expansion. In this embodiment, since the roof panel units 1 are connected by goby fastening, the waterproofness becomes extremely good. Here, the goby fastening in this embodiment is as follows.
It is a goby-tightened type called a vertical type used for general folded-plate roofs, and there is no particular hindrance to other types of goby-tightened types.
【0026】このように、従来の図12に示す波型形状
の屋根パネルの如く水平状態から曲率半径30m程度ま
で小さく強制的に湾曲でき、かつ図13に示す折板屋根
パネルと同程度に積雪などの正荷重や風などの負荷重に
対する強度を保有し、さらに母屋間隔を3m程度と広く
しても300kg/m2 程度の雪などの荷重に耐えら
れ、防水性も良好な屋根が構築できることになる。As described above, it is possible to forcibly bend from a horizontal state to a radius of curvature of about 30 m as in the conventional wavy-shaped roof panel shown in FIG. 12, and to have the same degree of snow as the folded-plate roof panel shown in FIG. possesses strength against load weight, such as positive load or wind etc., further withstand the purlins interval load such widely 300 kg / m 2 about snow be about 3m, also waterproof can build good roof become.
【0027】[0027]
【発明の効果】本発明は以上の構成よりなり、本発明に
よる屋根パネル構造によれば、水平にふいた屋根パネル
を強制的にアーチ状に湾曲させ、曲率半径30m程度の
アーチ状屋根を座屈、変形させることなく確実、スムー
ズに構築することができる。従って、曲率半径の小さな
アーチ屋根の建物でも、いわゆるストラーチ工法のよう
な工法での施工が可能となる。According to the present invention, the roof panel structure according to the present invention forcibly bends a horizontally laid roof panel into an arch shape, and seats an arched roof having a radius of curvature of about 30 m. It can be built reliably and smoothly without bending or deformation. Therefore, even a building with an arch roof having a small radius of curvature can be constructed by a construction method such as a so-called strach construction method.
【0028】さらに、母屋間隔が約3mの場合でも30
0kg/m2 程度の雪などの荷重に耐えられることがで
きる。従って、多雪地域等でも母屋間隔を従来より広く
とりうるため、鉄骨量が低減されその面でのコストダウ
ンが図れる。また屋根パネル同士のジョイント部はいわ
ゆるハゼ締めとしているため防水性が高い。Further, even when the purlin interval is about 3 m, the number of
It can withstand a load of about 0 kg / m 2 such as snow. Therefore, even in a snowy area or the like, the spacing between purlins can be made wider than before, so that the amount of steel frames can be reduced and the cost can be reduced. Also, the joint between the roof panels is so-called goby fastening, so that the waterproofness is high.
【0029】さらに、山高が従来の波型屋根より高いた
め、すかもれ防止効果をも有することとなる。さらに、
連結部材、保持部材等の長さ調節自在の連結金物を使用
して屋根パネルを母屋に取り付けているため、屋根パネ
ルの熱膨張による変形に対しても十分対応することがで
きる。Further, since the mountain height is higher than that of the conventional corrugated roof, it also has the effect of preventing spills. further,
Since the roof panel is attached to the main building using a length-adjustable connection hardware such as a connection member and a holding member, the roof panel can sufficiently cope with deformation due to thermal expansion of the roof panel.
【0030】そして、外観が美しくシンプルなアーチ形
状の屋根を形成することができる。A simple arched roof with a beautiful appearance can be formed.
【図1】本発明の使用状態を説明する説明図である。FIG. 1 is an explanatory diagram illustrating a use state of the present invention.
【図2】本発明の一実施例の使用状態説明図である。FIG. 2 is an explanatory view of a use state of one embodiment of the present invention.
【図3】屋根パネルユニットの説明図である。FIG. 3 is an explanatory diagram of a roof panel unit.
【図4】屋根パネルユニットの説明図である。FIG. 4 is an explanatory diagram of a roof panel unit.
【図5】上弦材と母屋とから水平に構築された骨組み状
態を示す平面図である。FIG. 5 is a plan view showing a framed state horizontally constructed from the upper chord material and the purlin.
【図6】上弦材と母屋とから水平に構築された骨組み状
態を示す側面図である。FIG. 6 is a side view showing a framed state horizontally constructed from the upper chord material and the purlin.
【図7】保持部材の取付状態を説明する説明図である。FIG. 7 is an explanatory diagram illustrating an attached state of a holding member.
【図8】骨組み上に水平に取り付けられた屋根パネルを
示す平面図である。FIG. 8 is a plan view showing a roof panel horizontally mounted on a skeleton.
【図9】骨組み上に水平に取り付けられた屋根パネルを
示す側面図である。FIG. 9 is a side view showing a roof panel mounted horizontally on a skeleton.
【図10】湾曲前の状態を示す説明図である。FIG. 10 is an explanatory diagram showing a state before bending.
【図11】湾曲後の状態を示す説明図である。FIG. 11 is an explanatory diagram showing a state after bending.
【図12】従来例の説明図である。FIG. 12 is an explanatory diagram of a conventional example.
【図13】従来例の説明図である。FIG. 13 is an explanatory diagram of a conventional example.
1 屋根パネルユニット 2 張出部 3 結合部 4 重合結合部 5 連結部材 6 母屋 7 保持部材 8 平行部 9 上方載置片 10 上弦材 11 下弦材 DESCRIPTION OF SYMBOLS 1 Roof panel unit 2 Overhang part 3 Join part 4 Overlap joint part 5 Connecting member 6 Purlin 7 Holding member 8 Parallel part 9 Upper placing piece 10 Upper chord material 11 Lower chord material
───────────────────────────────────────────────────── フロントページの続き (72)発明者 大槻 治彦 東京都千代田区三番町2番地 飛島建設 株式会社内 (56)参考文献 特開 平4−293872(JP,A) 特開 昭47−41023(JP,A) 実開 平1−92421(JP,U) 実公 昭39−21053(JP,Y1) 実公 昭50−45636(JP,Y1) (58)調査した分野(Int.Cl.7,DB名) E04D 3/00 - 3/40 ──────────────────────────────────────────────────続 き The continuation of the front page (72) Inventor Haruhiko Otsuki No.2, Sanbancho, Chiyoda-ku, Tokyo Tobishima Construction Co., Ltd. (56) References JP-A-4-293872 (JP, A) JP-A-47-41023 (JP, A) Japanese Utility Model 1-92421 (JP, U) Japanese Utility Model 39-21053 (JP, Y1) Japanese Utility Model 50-45636 (JP, Y1) (58) Fields surveyed (Int. Cl. 7) E04D 3/00-3/40
Claims (3)
ユニット(1)の一方側端部より、水平方向に張り出す
張出部(2)及び該張出部(2)より略角状に折曲する
結合部(3)を設け、 他方側の端部には、水平方向に張り出す張出部(2)及
び該張出部(2)より略角状に折曲し、前記結合部
(3)に重合する重合結合部(4)を設けてなり、 一方側屋根パネルユニット(1)の結合部(3)に、他
方側屋根パネルユニット(1)の重合結合部(4)を重
ね合わせると共に、両者間に連結部材(5)を介して圧
着して結合し、全体として角部を有しない曲面からなる
大波形状の屋根パネルを形成し、かつ該大波形状の屋根
パネルを屋根パネルの波方向と直交する方向にアーチ状
に湾曲してなり、 前記連結部材(5)と、該連結部材(5)に連結しかつ
前記屋根パネルの裏面を当接保持する水平方向に延出し
た上方載置片(9)を備え母屋(6)に固定された保持
部材(7)と、を巾方向にスライド調節可能に連結し、
前記アーチ状に湾曲された屋根パネルの伸縮幅を吸収し
つつ屋根パネルを保持したことを特徴とする屋根パネル
構造。1. An overhanging portion (2) projecting in a horizontal direction from one end of a substantially U-shaped roof panel unit (1) curved downward, and a substantially angle from the overhanging portion (2). A connecting portion (3) that bends into a shape, and an overhanging portion (2) that protrudes in the horizontal direction at the other end and a substantially angular shape from the overhanging portion (2). The joining portion (3) is provided with an overlapping joining portion (4) that overlaps, and the joining portion (3) of the one side roof panel unit (1) is overlapped with the overlapping joining portion (4) of the other side roof panel unit (1). Are overlapped with each other via a connecting member (5) so as to form a large-wave-shaped roof panel having a curved surface having no corners as a whole, and the large-wave-shaped roof panel is roofed. The connecting member (5) is curved in an arch shape in a direction orthogonal to the wave direction of the panel. And a holding member (7) fixed to the purlin (6) with a horizontally extending upper mounting piece (9) connected to the rear panel and abutting and holding the back surface of the roof panel in the width direction. Linked as possible,
A roof panel structure wherein the roof panel is held while absorbing the expansion and contraction width of the arch panel.
形成してある屋根パネルユニット(1)の一方側端部よ
り、水平方向に張り出す張出部(2)及び該張出部
(2)より略角状に折曲する結合部(3)を設け、 他方側の端部には、水平方向に張り出す張出部(2)及
び該張出部(2)より略角状に折曲し、前記結合部
(3)に重合する重合結合部(4)を設けてなり、 一方側屋根パネルユニット(1)の結合部(3)に、他
方側屋根パネルユニット(1)の重合結合部(4)を重
ね合わせると共に、両者間に連結部材(5)を介して圧
着して結合し、全体として角部を有しない曲面からなる
大波形状の屋根パネルを形成し、かつ該大波形状の屋根
パネルを屋根パネルの波方向と直交する方向にアーチ状
に湾曲してなり、 前記連結部材(5)と、該連結部材(5)に連結しかつ
前記屋根パネルの裏面を当接保持する水平方向に延出し
た上方載置片(9)を備え母屋(6)に固定された保持
部材(7)と、を巾方向にスライド調節可能に連結し、
前記アーチ状に湾曲された屋根パネルの伸縮幅を吸収し
つつ屋根パネルを保持したことを特徴とする屋根パネル
構造。2. An overhang portion (2) that extends horizontally from one end of a roof panel unit (1) in which a plurality of substantially U-shaped curves that are curved downward are formed continuously. A connecting portion (3) that is bent from the portion (2) into a substantially rectangular shape, and a protruding portion (2) that protrudes in the horizontal direction and a substantially rectangular shape from the protruding portion (2) at the other end. And a connecting portion (4) that overlaps with the connecting portion (3). The connecting portion (3) of the one-side roof panel unit (1) is connected to the other-side roof panel unit (1). Are overlapped with each other, and are bonded to each other by press-fitting via a connecting member (5) to form a large wave roof panel having a curved surface having no corners as a whole, and The roof panel having a large wave shape is curved in an arch shape in a direction orthogonal to the wave direction of the roof panel, and the connecting member (5 ) And a holding member (7) fixed to the purlin (6) including a horizontally extending upper mounting piece (9) connected to the connecting member (5) and abutting and holding the back surface of the roof panel. ) And are connected so that they can slide in the width direction,
A roof panel structure wherein the roof panel is held while absorbing the expansion and contraction width of the arch panel.
の一方側端部に設けられた水平方向に張り出す張出部
(2)より略角状に折曲する結合部(3)と、 他の屋根パネルユニット(1)の他方側端部に設けられ
た水平方向に張り出す張出部(2)より略角状に折曲
し、前記結合部(3)に重合する重合結合部(4)と
を、 その両者間に垂下する連結部材(5)を介在させつつ連
結して屋根パネルを形成し、 前記垂下した連結部材(5)と、屋根パネルの裏面を当
接保持する水平方向に延出した上方載置片(9)を備え
母屋(6)に固定された保持部材(7)と、を巾方向に
スライド調節可能に連結して前記屋根パネルを母屋
(6)上に載置保持し、 次いで、屋根パネルの波方向と直交する方向に向けて前
記屋根パネルをアーチ状に湾曲し、前記連結部材(5)
と保持部材(7)との連結箇所でアーチ状に湾曲した屋
根パネルの伸縮幅を吸収し、アーチ状の屋根パネルを形
成したことを特徴とする屋根パネルの形成方法。3. A substantially U-shaped roof panel unit (1).
A connecting portion (3) that is bent in a substantially rectangular shape from a horizontally extending projection (2) provided at one end of the roof panel unit, and is provided at the other end of another roof panel unit (1). A connecting member (5) which is bent substantially in a rectangular shape from the overhanging portion (2) which protrudes in the horizontal direction and overlaps with the connecting portion (3) and which overlaps with the connecting portion (3). ) To form a roof panel, with the hanging member (5) and a horizontally extending upper mounting piece (9) holding the back surface of the roof panel in contact with the main body ( The roof panel is placed and held on the purlin (6) by slidably connecting the holding member (7) fixed to 6) to the width direction so as to be adjustable in the width direction, and then in a direction orthogonal to the wave direction of the roof panel. The roof panel is arched toward the connecting member (5).
A method of forming a roof panel, characterized in that an arched roof panel is formed by absorbing the expansion and contraction width of an arch-shaped roof panel at a connection point between the roof panel and the holding member (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5099208A JP3057129B2 (en) | 1993-04-26 | 1993-04-26 | Roof panel structure and roof panel forming method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5099208A JP3057129B2 (en) | 1993-04-26 | 1993-04-26 | Roof panel structure and roof panel forming method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06307028A JPH06307028A (en) | 1994-11-01 |
| JP3057129B2 true JP3057129B2 (en) | 2000-06-26 |
Family
ID=14241239
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5099208A Expired - Fee Related JP3057129B2 (en) | 1993-04-26 | 1993-04-26 | Roof panel structure and roof panel forming method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3057129B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012001931A1 (en) * | 2010-06-28 | 2012-01-05 | Jfe鋼板株式会社 | Fitting type folded plate roofing |
-
1993
- 1993-04-26 JP JP5099208A patent/JP3057129B2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012001931A1 (en) * | 2010-06-28 | 2012-01-05 | Jfe鋼板株式会社 | Fitting type folded plate roofing |
| JP2012031714A (en) * | 2010-06-28 | 2012-02-16 | Jfe Galvanizing & Coating Co Ltd | Fitting type folded plate roof material |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06307028A (en) | 1994-11-01 |
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