JP4648101B2 - Reinforcement structure of origami roof - Google Patents

Reinforcement structure of origami roof Download PDF

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JP4648101B2
JP4648101B2 JP2005176748A JP2005176748A JP4648101B2 JP 4648101 B2 JP4648101 B2 JP 4648101B2 JP 2005176748 A JP2005176748 A JP 2005176748A JP 2005176748 A JP2005176748 A JP 2005176748A JP 4648101 B2 JP4648101 B2 JP 4648101B2
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reinforcing member
folding plate
plate
folded
roof
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JP2006348607A (en
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昌崇 川久保
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Sekisui Chemical Co Ltd
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本発明は、建物の屋根構造として、折版を使用した折版屋根を用いた場合の折版屋根の補強構造に関する。   The present invention relates to a reinforcing structure of a folded roof when a folded roof using a folded plate is used as a roof structure of a building.

一般に、屋根部材として用いられている折版は、屋根梁の上側に固定されているタイトフレームに対し、嵌合されることにより固定されている。そして、その折版屋根のたわみ防止の補強構造としては、通常はこのタイトフレームの数を増やすことで対応している。また、他の方法としては、例えば特許文献1のような折版上の床構造を兼ねたものが提案されている。特許文献1の発明では、折版の山部間に補強材を設置し、その補強材が山部間を跨る平板部と、平板部から下方に垂れた垂直片と、折版山部の膨出部に係合させる脚部により構成されている。この補強部材により折版のたわみ等の変形が防止されている。
特許第2644325号
In general, a folding plate used as a roof member is fixed by being fitted to a tight frame fixed on the upper side of a roof beam. And as a reinforcement structure for preventing the bending of the folded roof, usually, the number of the tight frames is increased. Further, as another method, for example, a method that also serves as a floor structure on a folded plate as in Patent Document 1 has been proposed. In the invention of Patent Document 1, a reinforcing material is installed between ridges of a folded plate, the reinforcing material straddles between the ridges, a vertical piece hanging downward from the flat plate portion, and a swelling of the folded plate ridge. It is comprised by the leg part engaged with a protrusion part. This reinforcing member prevents deformation such as bending of the folded plate.
Japanese Patent No. 2644325

しかしながら、タイトフレームの数を増やすことによる補強方法では、増築時などで折版屋根の補強が必要になった場合などには、折版屋根を一度外し、タイトフレームを支持する屋根補強梁等を取り付けして、その上にタイトフレームを設置して、再び折版屋根を設置する必要があるため、対応しにくい。   However, in the reinforcement method by increasing the number of tight frames, if reinforcement of the folded plate roof is necessary at the time of extension, etc., remove the folded plate roof once and install a roof reinforcing beam etc. that supports the tight frame. Since it is necessary to install, install a tight frame on it, and install an origami roof again, it is difficult to respond.

また、上記特許文献1ような従来技術においては、補強部材と折版との固定が、脚部を折版山部の膨出部に係合することだけの固定であるため、補強部材が折版から離れて移動する場合がある。つまり、図5に示す模式図のように補強部材Dと折版Eのたわみ量が異なり別々の動きをし、折版の長尺方向に補強部材が滑り、一体とならず折版Eのたわみ等の変形を許容することになる。また、山部の膨出部間の間隔が脚部により押されて折版の繰り返し方向に拡がり、折版の繰り返し方向へのたわみ等の変形を許容することになる。したがって、床構造のような連続した配置を行い、補強部材の移動を拘束する必要がある。しかし、床構造を必要としない場合や部分的補強が必要な場合には、非効率的である。よって、本発明の課題は、単独で補強材を設けても折版屋根のたわみ等の変形を防止することが可能な折版屋根の補強構造を提供することにある。   Further, in the prior art as disclosed in Patent Document 1, the reinforcement member and the folding plate are fixed only by engaging the leg portion with the bulging portion of the folding plate mountain portion. May move away from the plate. That is, as shown in the schematic diagram of FIG. 5, the amount of deflection of the reinforcing member D and the folding plate E is different, and the reinforcing member slides in the longitudinal direction of the folding plate, and the bending of the folding plate E is not integrated. Etc. will be permitted. In addition, the interval between the bulging portions of the ridges is pushed by the leg portions and spreads in the repeated direction of the folding plate, and deformation such as deflection in the repeated direction of the folded plate is allowed. Therefore, it is necessary to perform continuous arrangement like a floor structure and restrain the movement of the reinforcing member. However, it is inefficient when a floor structure is not required or when partial reinforcement is required. Therefore, the subject of this invention is providing the reinforcement structure of the folding plate roof which can prevent deformation | transformation, such as a bending of a folding plate roof, even if it provides a reinforcing material independently.

請求項1記載の発明は、互いに平行に延びる山部と谷部とが交互に形成された折版を用いて屋根が構成され、折版の隣り合う山部間に跨って、谷部に沿って長尺な補強部材が設けられ、折版の隣り合う山部間に谷部を経由して構成される折版の凹部と、前記補強部材により、断面が閉じた形状の梁型に形成され、補強部材が折版に対し移動しないように固定されていることを特徴とする折版屋根の補強構造である。   In the first aspect of the present invention, the roof is formed using a folded plate in which mountain portions and trough portions extending in parallel to each other are alternately formed, and straddles between adjacent mountain portions of the folded plate, along the valley portion. A long reinforcing member is formed, and the concave portion of the folding plate is formed between the adjacent peak portions of the folding plate via a valley portion, and the reinforcing member is formed into a beam shape having a closed cross section. A reinforcing structure for a folded-plate roof, wherein the reinforcing member is fixed so as not to move with respect to the folded plate.

補強部材の材質としては、鋼製、樹脂製、ステンレス製等の使用が可能であるが、強度と耐候製等を考慮すると鋼製やステンレス製とすることが好ましい。   As the material of the reinforcing member, steel, resin, stainless steel, etc. can be used. However, considering strength and weather resistance, it is preferable to use steel or stainless steel.

折版の凹部と、前記補強部材により形成される梁型については、折版の凹部と、前記補強部材で囲まれた空間が閉じた断面になった梁型であればよい。つまり、ロの字型、円形、多角形等の形状とすることができる。また、梁型の一部に凹凸のある形状であってもよい。 The beam type formed by the concave portion of the folding plate and the reinforcing member may be a beam type having a cross section in which the space surrounded by the concave portion of the folding plate and the reinforcing member is closed. That is, the shape can be a square shape, a circle, a polygon, or the like. Moreover, the shape which has an unevenness | corrugation in a part of beam type may be sufficient.

補強部材と折版との固定は、図5のような補強部材と折版が一体とならず、折版の変形を許容するような固定手段とならないように、補強部材が折版に対し移動しないように固定された状態になっている。 The reinforcing member and the folding plate are fixed with respect to the folding plate so that the reinforcing member and the folding plate are not integrated as shown in FIG. 5 and are not a fixing means that allows deformation of the folding plate. It is in a fixed state so as not to.

請求項1記載の構成によると、補強部材が折版に対し移動しないように固定されているため、折版の長尺方向に補強部材が滑ることがなく、折版の長尺方向への変形に対し、補強部材と折版の凹部が一体となって抵抗できる。よって、折版の長尺方向の変形を許容しない。また、折版の繰り返し方向についても、補強部材が折版に対し移動しないように固定されていることにより、山部の間隔が拘束されているので、折版の繰り返し方向への拡がりに対し抵抗でき、折版の繰り返し方向への変形を許容しない。   According to the configuration of claim 1, since the reinforcing member is fixed so as not to move with respect to the folding plate, the reinforcing member does not slip in the longitudinal direction of the folding plate, and the folding plate is deformed in the longitudinal direction. On the other hand, the reinforcing member and the concave portion of the folding plate can be integrally resisted. Therefore, deformation of the folded plate in the longitudinal direction is not allowed. In addition, since the reinforcing member is fixed so as not to move with respect to the folding plate, the interval between the crests is constrained with respect to the repeating direction of the folding plate, and resistance to spreading in the repeating direction of the folding plate. Yes, and does not allow deformation in the direction of repeated folding.

つまり、補強部材が折版に対し移動しないように固定されているため、補強部材と折版の凹部が一体となり、補強部材と折版の凹部で囲われることにより閉じた断面に形成された梁型が、一般の梁材と同様に機能する。よって、折版の変形に対して抵抗することができる。更に、梁型が閉じた断面となっているため座屈もしにくい。
また、補強部材が折版に対し移動しないように固定されているため、特許文献1のように連続して補強部材を設ける必要もなく、部分的な補強等にも使用できる。
That is, since the reinforcing member is fixed so as not to move with respect to the folding plate, the reinforcing member and the concave portion of the folding plate are integrated, and the beam is formed in a closed cross section by being surrounded by the reinforcing member and the concave portion of the folding plate. The mold functions in the same way as a general beam. Therefore, it is possible to resist the deformation of the folded plate. Furthermore, since the beam type has a closed cross section, it is difficult to buckle.
Further, since the reinforcing member is fixed so as not to move with respect to the folding plate, it is not necessary to provide the reinforcing member continuously as in Patent Document 1, and it can be used for partial reinforcement or the like.

また、前記折版の山部の頂部には嵌合部が設けられ、前記補強部材は前記嵌合部を両側より挟み込むことにより嵌合されて、折版に固定されていることを特徴とするものである。 Further, a fitting portion is provided at the top of the crest portion of the folded plate, and the reinforcing member is fitted by sandwiching the fitting portion from both sides and fixed to the folded plate. Is.

折版の山部の頂部に設ける嵌合部としては、例えば山部の頂部の両側に水平方向に膨出させた嵌合部を設けたり、山部の頂部の両下側に凹部を設けて嵌合部を構成する方法が使用できる。上記のような嵌合部に対し、補強部材を折版の繰り返し方向の両側より挟み込むことにより嵌合されることで折版に固定される。 As the fitting part provided at the top of the crest of the folded plate, for example, a fitting part bulging in the horizontal direction is provided on both sides of the top of the crest, or recesses are provided on both sides of the top of the crest. A method for forming the fitting portion can be used. The reinforcing member is fixed to the folding plate by being fitted to the fitting portion as described above by sandwiching the reinforcing member from both sides in the repeated direction of the folding plate.

また、前記補強部材の両側にそれぞれ形成される折り曲げ部とそれに対峙させる押さえプレートとを締め付けることによって前記嵌合部を両側より挟み込むことで嵌合させる容易な構成によって、補強部材が折版に対し移動しないように固定される。また、折版に穴を開ける必要がないので、雨漏れの心配もない。 Further, the reinforcing member can be attached to the folded plate by an easy configuration in which the fitting portion is sandwiched from both sides by tightening a bent portion formed on each side of the reinforcing member and a holding plate opposed to the bent portion. It is fixed so as not to move. Moreover, there is no need to make a hole in the folded plate, so there is no risk of rain leaks.

さらに、前記補強部材が折版山部より上部に突出した構成になっていることを特徴とするものである。 Furthermore, the reinforcing member is configured to protrude upward from the folding plate crest.

補強部材を、例えば、略コの字型に構成し、解放した側を下側に向け、折版の凹部に向けて配置し、コの字の脚の部分で、折版の山部に固定させることにより折版山部より上部に突出した構成にすることができる。 For example, the reinforcing member is configured in a substantially U-shape, and is placed with the released side facing down and facing the recessed portion of the folded plate, and fixed to the crest of the folded plate at the U-shaped leg portion. By making it, it can be set as the structure which protruded upwards from the folding plate mountain part.

このような構成によると、折版の凹部と、前記補強部材により形成される断面が閉じた形状の梁型の梁背が、折版や補強部材自身よりも高くなるため、断面2次モーメントが大きくなり、たわみ等の変形が抑制される。 According to such a configuration, the concave portion of the folding plate and the beam-shaped beam back having a closed cross section formed by the reinforcing member are higher than the folding plate or the reinforcing member itself, so that the secondary moment of the cross section is It becomes larger and deformation such as deflection is suppressed.

請求項1記載の折版屋根の補強構造によれば、補強部材が折版に対し移動しないように固定されているため、補強部材と折版の凹部を一体にすることができる。よって、折版の凹部と、前記補強部材により形成される断面の閉じた形状の梁型により、折版のたわみ等の変形及び座屈に対して抵抗することができる。また、補強部材と折版の凹部が一体となっているため梁型を折版に対して単独で設けた場合であっても折版の変形を防止することができ、折版屋根の部分的な補強ができる。   According to the reinforcing structure of the folded-plate roof according to claim 1, since the reinforcing member is fixed so as not to move with respect to the folded plate, the recessed portion of the reinforcing member and the folded plate can be integrated. Therefore, deformation and buckling such as bending of the folded plate can be resisted by the concave portion of the folded plate and the beam shape having a closed cross section formed by the reinforcing member. In addition, since the reinforcing member and the concave part of the folding plate are integrated, even if the beam type is provided independently for the folding plate, the deformation of the folding plate can be prevented, and the partial part of the folding plate roof can be prevented. Can be reinforced.

また、嵌合するだけの容易な構成によって、補強部材が折版に対し移動しないように固定させることができる。また、折版に穴を開ける必要がないため雨漏れの心配がない。 In addition , the reinforcing member can be fixed so as not to move with respect to the folding plate by an easy configuration that only fits. In addition, there is no need to make a hole in the folded plate, so there is no risk of rain leakage.

さらに、折版の凹部と、前記補強部材により断面の閉じた形状の梁型の梁背が高くなり、断面2次モーメントが大きくなるため、たわみ等の変形が抑制される。 In addition , the concave portion of the folded plate and the reinforcing member increase the height of the beam having a closed cross section and increase the second moment of the cross section, so that deformation such as deflection is suppressed.

以下、本発明の、折版屋根補強の実施の形態を図1乃至図4に基づいて説明する。   DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of reinforcing a folded roof according to the present invention will be described with reference to FIGS.

実施例1は、本発明の折版屋根の補強構造の実施例であり、図1乃至図4を用いて説明を行う。図1は本発明の実施例である折版屋根の補強構造の斜視図であり、図2は本発明の実施例である折版屋根の補強構造の断面図であり、図3は折版屋根にソーラーパネルを設置する場合に本発明の実施例である折版屋根の補強構造を使用した際の斜視図であり、図4は本発明の実施例である折版屋根の補強構造の変形例の断面図であり、図5は折版と補強部材が固定されていない場合の模式図である。   Example 1 is an example of the reinforcing structure of a folded roof according to the present invention, and will be described with reference to FIGS. FIG. 1 is a perspective view of a reinforcing structure of a folded roof that is an embodiment of the present invention, FIG. 2 is a cross-sectional view of the reinforcing structure of the folded roof that is an embodiment of the present invention, and FIG. FIG. 4 is a perspective view when the reinforcing structure of the folding plate roof according to the embodiment of the present invention is used when a solar panel is installed in the solar panel, and FIG. 4 is a modified example of the reinforcing structure of the folding plate roof according to the embodiment of the present invention. FIG. 5 is a schematic view when the folded plate and the reinforcing member are not fixed.

図1のように、互いに平行に延びる山部1と谷部2とが交互繰り返して形成された折版3により、建物の屋根が形成されている。なお、折版は厚み0.6mmのステンレス鋼板となっている。この折版屋根は建物構造体に、図3のBのようなタイトフレームにより固定されている。折版の山部1の頂部には、繰り返し方向の両側に約6mm程度膨出した嵌合部4が設けられている。   As shown in FIG. 1, a roof of a building is formed by a folded plate 3 in which mountain portions 1 and valley portions 2 extending in parallel with each other are alternately repeated. The folded plate is a stainless steel plate having a thickness of 0.6 mm. The folded roof is fixed to the building structure by a tight frame as shown in FIG. On the top of the ridge 1 of the folded plate, there are provided fitting portions 4 that bulge about 6 mm on both sides in the repeating direction.

折版3の隣り合う山部1間には、補強部材5が設けられている。補強部材5は、図1及び図2のように、平板部5aと脚部5bとから構成された略方形のコの字型形状になっており、折版3の谷部2に沿って長尺に構成されている。脚部5bには、折版3の山部1の頂部の嵌合部4の形状に対応するように折り曲げ加工された折り曲げ部5cが設けられている。また、補強部材5の折り曲げ部5cに対をなす形状の押さえプレート6が補強部材5の脚部5bにビスやボルトで固定可能になされている。なお、補強部材5は折版3を支持している複数のタイトフレームに架け渡すように配置されている。   A reinforcing member 5 is provided between adjacent mountain portions 1 of the folding plate 3. As shown in FIGS. 1 and 2, the reinforcing member 5 has a substantially square U-shape formed by a flat plate portion 5 a and a leg portion 5 b, and is long along the valley portion 2 of the folded plate 3. It is composed of a scale. The leg portion 5 b is provided with a bent portion 5 c that is bent so as to correspond to the shape of the fitting portion 4 at the top of the peak portion 1 of the folded plate 3. In addition, a holding plate 6 having a shape paired with the bent portion 5c of the reinforcing member 5 can be fixed to the leg portion 5b of the reinforcing member 5 with screws or bolts. The reinforcing member 5 is arranged so as to be bridged over a plurality of tight frames that support the folding plate 3.

補強部材5は、コの字形状の開放した側を折版の谷部2に対向して配置し、折版3の隣り合う山部1間に跨るように配置されている。補強部材5の固定は、脚部5bの折り曲げ部5cと、押さえプレート6で折版3の嵌合部4を折版の繰り返し側の両側から挟み込むようにして嵌合することで固定されている。よって、ビスやボルトによる締め付けで、嵌合部が強く挟み込まれるため、補強部材5が折版3に対して折版の長尺方向、繰り返し方向のどちらの方向に対しても移動しないようになされている。   The reinforcing member 5 is disposed so that the U-shaped open side is opposed to the valley portion 2 of the folding plate and straddles between the adjacent mountain portions 1 of the folding plate 3. The reinforcement member 5 is fixed by fitting the bent portion 5c of the leg portion 5b and the fitting portion 4 of the folded plate 3 with the holding plate 6 so as to be sandwiched from both sides of the folded plate. . Therefore, since the fitting part is strongly sandwiched by tightening with screws or bolts, the reinforcing member 5 is prevented from moving relative to the folded plate 3 in either the longitudinal direction or the repeated direction of the folded plate. ing.

この構成によれば、図1(ロ)、図2(二点鎖線内に囲われた部分)のように、折版3の隣り合う山部1間に谷部2を経由して構成される凹部7と、補強部材5により断面が閉じた略ロの字形状の梁型8に形成される。この梁型8は、補強部材5が折版3に対して移動しないようになされていることから、折版3の長尺方向に補強部材5が滑ることがなく、折版3の長尺方向への変形に対し、補強部材5と折版3の凹部が一体となって抵抗できる。よって、折版3の長尺方向の変形を許容しない。また、折版3の繰り返し方向についても、補強部材5が折版3に対し移動しないように固定されていることにより、山部1の間隔が拘束されているので、折版3の繰り返し方向への拡がりに対し抵抗でき、折版3の繰り返し方向への変形を許容しない。     According to this configuration, as shown in FIG. 1 (B) and FIG. 2 (portion surrounded by a two-dot chain line), the adjacent ridges 1 of the folded plate 3 are configured via the valleys 2. It is formed into a substantially square-shaped beam mold 8 whose cross section is closed by the recess 7 and the reinforcing member 5. Since the reinforcing member 5 does not move with respect to the folding plate 3, the beam type 8 does not slide the reinforcing member 5 in the longitudinal direction of the folding plate 3, and the longitudinal direction of the folding plate 3. The concave portion of the reinforcing member 5 and the folding plate 3 can be integrally resisted against deformation. Therefore, deformation of the folded plate 3 in the longitudinal direction is not allowed. Also, with respect to the repeating direction of the folding plate 3, since the reinforcing member 5 is fixed so as not to move with respect to the folding plate 3, the interval between the peak portions 1 is constrained. It is possible to resist the spreading of the folding plate 3 and does not allow deformation of the folding plate 3 in the repeating direction.

つまり、補強部材5が折版3に対し移動しないように固定されているため、補強部材5と折版3の凹部が一体となり、補強部材5と折版3の凹部で囲われることにより閉じた断面に形成された梁型8が、図1(ロ)のようになり、一般の梁材と同様に機能する。よって、折版3の変形に対して抵抗することができる。更に、梁型8が閉じた断面となっているため座屈もしにくい。   That is, since the reinforcing member 5 is fixed so as not to move with respect to the folding plate 3, the concave portions of the reinforcing member 5 and the folding plate 3 are integrated and closed by being surrounded by the concave portions of the reinforcing member 5 and the folding plate 3. The beam mold 8 formed in the cross section is as shown in FIG. 1B, and functions in the same manner as a general beam material. Therefore, it is possible to resist the deformation of the folding plate 3. Furthermore, since the beam mold 8 has a closed cross section, it is difficult to buckle.

また、梁型8が折版3に対して移動しないようになされていることから、連続して配置する必要がなく、単独で配置しても効果を得ることができるため、折版屋根の部分的な補強としても使用することができる。   Further, since the beam mold 8 is made not to move with respect to the folding plate 3, it is not necessary to arrange them continuously, and an effect can be obtained even if they are arranged alone. It can also be used as a general reinforcement.

つまり、図3のように折版屋根にソーラーパネルを設置する場合には、通常は折版屋根の固定しているタイトフレームBの数を増やすことが一般的であるが、本発明の実施例1の折版屋根の補強構造Aを使用すれば、折版屋根の上部でソーラーパネルを設置部分に合わせて補強構造Aを用いることで補強ができる。よって、わざわざ折版屋根を外してタイトフレームBや補強梁C等の補強を行う必要もない。したがって、増築時や部分的な補強を行う際に有効である。 That is, when the solar panel 9 is installed on the folding roof as shown in FIG. 3, it is common to increase the number of tight frames B to which the folding roof is fixed. If the reinforcement structure A of the folding plate roof of Example 1 is used, it can reinforce by using the reinforcement structure A by matching the solar panel 9 with the installation part in the upper part of the folding plate roof. Therefore, there is no need to remove the folded roof and reinforce the tight frame B and the reinforcing beam C. Therefore, it is effective for extension or partial reinforcement.

また、折版3の山部1に設けた嵌合部4を、補強部材5の折り曲げ部5cと押さえプレート6により両側より嵌合するだけの簡易な構成で形成することが可能であるため、施工が容易である。また、折版に穴をあけることなく補強部材5を固定できるため、雨漏りの心配をする必要がない。   In addition, since the fitting portion 4 provided in the peak portion 1 of the folding plate 3 can be formed with a simple configuration that is fitted from both sides by the bent portion 5c of the reinforcing member 5 and the pressing plate 6, Construction is easy. Further, since the reinforcing member 5 can be fixed without making a hole in the folded plate, there is no need to worry about rain leakage.

また、梁型8は、補強部材5の脚部5bにより、折版3の山部1よりも上部に突出した構成になっている。よって、梁型8の梁背が折版の山部や補強部材自身よりも高くなるため、断面2次モーメントが大きくなり、たわみ等の変形が抑制される。   In addition, the beam mold 8 is configured to protrude above the peak portion 1 of the folded plate 3 by the leg portion 5 b of the reinforcing member 5. Therefore, the beam back of the beam mold 8 is higher than the crests of the folded plate and the reinforcing member itself, so that the secondary moment of the cross section is increased and deformation such as deflection is suppressed.

なお、実施例1では、補強部材5が折版3の山部1よりも上部に突出した構成としたが、図4のように山部と同程度の高さで構成されたものであっても良い。   In Example 1, the reinforcing member 5 is configured to protrude above the peak portion 1 of the folded plate 3. However, as shown in FIG. 4, the reinforcing member 5 is configured to have the same height as the peak portion. Also good.

以上、本発明の実施例を説明したが、本発明は上記実施例に限定されるものではなく、本発明の要旨を逸脱しない範囲の設計変更があっても本発明に含まれるのは勿論である。   The embodiments of the present invention have been described above. However, the present invention is not limited to the above-described embodiments, and it goes without saying that design changes within a range not departing from the gist of the present invention are included in the present invention. is there.

折版を用いた屋根構造において、部分的な補強もできる折版屋根の補強構造として有効である。   In the roof structure using the folding plate, it is effective as a reinforcing structure for the folding plate roof that can also be partially reinforced.

(イ)本発明の実施例である折版屋根の補強構造の切断斜視図である。 (ロ)本発明の実施例である折版屋根の補強構造の梁型の切断斜視図である。(A) It is a cut perspective view of the reinforcing structure of the folding plate roof which is the Example of this invention. (B) It is a cut-away perspective view of a beam-type reinforcing structure of a folded roof that is an embodiment of the present invention. 本発明の実施例である折版屋根の補強構造の断面図である。It is sectional drawing of the reinforcement structure of the folding plate roof which is an Example of this invention. 折版屋根にソーラーパネルを設置する場合に本発明の実施例である折版屋根の補強構造を使用した際の斜視図である。It is a perspective view at the time of using the reinforcement structure of the folding plate roof which is an Example of this invention, when installing a solar panel in a folding plate roof. 本発明の実施例である折版屋根の補強構造の変形例の断面図である。It is sectional drawing of the modification of the reinforcement structure of the folding plate roof which is an Example of this invention. 折版と補強部材が固定されていない場合の模式図である。It is a schematic diagram when a folding plate and a reinforcement member are not being fixed.

符号の説明Explanation of symbols

A 補強構造
1 山部
2 谷部
3 折版
4 嵌合部
5 補強部材
5a 平板部
5b 脚部
5c 折り曲げ部
6 押さえプレート
7 凹部
8 梁型
9 ソーラーパネル
11 山部
12 谷部
13 折版
14 嵌合部
15 補強部材
16 押さえプレート
17 凹部
18 梁型
A Reinforcement structure 1 Mountain part 2 Valley part 3 Folded plate 4 Fitting part 5 Reinforcing member 5a Flat plate part 5b Leg part 5c Bending part 6 Holding plate 7 Recessed part 8 Beam type 9 Solar panel 11 Mountain part 12 Valley part 13 Folded plate 14 Fit Joint 15 Reinforcing member 16 Holding plate 17 Concave portion 18 Beam type

Claims (3)

互いに平行に延びる山部と谷部とが交互に形成された折版を用いて屋根が構成され、折版の隣り合う山部間に跨って、谷部に沿って長尺な補強部材が設けられ、折版の隣り合う山部間に谷部を経由して構成される折版の凹部と、前記補強部材により、断面が閉じた形状の梁型に形成される折版屋根の補強構造であって、
前記折版の山部の頂部の両側には水平方向に膨出させた嵌合部が設けられており、前記補強部材の両側にそれぞれ形成される折り曲げ部とそれに対峙させる押さえプレートとを締め付けることによって前記嵌合部を両側より挟み込むことで前記補強部材が折版に対し移動しないように固定されていることを特徴とする折版屋根の補強構造。
The roof is constructed using folded plates in which peaks and valleys extending in parallel with each other are alternately formed, and a long reinforcing member is provided along the valleys across the adjacent mountain portions of the folded plates. It is a folded version of the recess formed through the valleys between the crest adjacent folding plate, by the reinforcing member, with a reinforcing structure of the folding plate roofing that will be formed on the beam-like shape in cross section closed There,
Fitting portions bulged in the horizontal direction are provided on both sides of the top of the crest of the folded plate, and the bent portions formed on both sides of the reinforcing member and the pressing plate opposed to each other are fastened. The reinforcing structure of the folding plate roof is characterized in that the reinforcing member is fixed so as not to move relative to the folding plate by sandwiching the fitting portion from both sides .
前記補強部材が折版山部より上部に突出した構成になっていることを特徴とする請求項1記載の折版屋根の補強構造。 Reinforcing structure of folding plate roof according to claim 1 Symbol mounting, characterized in that said reinforcing member has a configuration that protrudes above the Oriban crests. 前記補強部材がソーラーパネルの設置部分に合わせて配置されることを特徴とする請求項1又は請求項2記載の折版屋根の補強構造。The reinforcing structure for a folded-plate roof according to claim 1 or 2, wherein the reinforcing member is arranged in accordance with an installation portion of the solar panel.
JP2005176748A 2005-06-16 2005-06-16 Reinforcement structure of origami roof Expired - Fee Related JP4648101B2 (en)

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RU2637956C2 (en) 2012-05-16 2017-12-08 Бриджстоун Корпорейшн Compositions containing non-hevea purified rubber and relevant purifying methods
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