JP2006348547A - Roofing panel mounting structure - Google Patents

Roofing panel mounting structure Download PDF

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JP2006348547A
JP2006348547A JP2005174633A JP2005174633A JP2006348547A JP 2006348547 A JP2006348547 A JP 2006348547A JP 2005174633 A JP2005174633 A JP 2005174633A JP 2005174633 A JP2005174633 A JP 2005174633A JP 2006348547 A JP2006348547 A JP 2006348547A
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panel
panels
roofing
stage
mounting structure
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Ichiro Ishikawa
一郎 石川
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MARUSHIKA YOGYO KK
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MARUSHIKA YOGYO KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a roofing panel mounting structure which is constructed such that roofing panels exert enhanced retaining force against blow-up of wind, and that superposition of the upper-stage and lower-stage panels is reduced, to thereby contribute to roofing cost reduction. <P>SOLUTION: According to the roofing panel mounting structure, the panels laterally arranged side by side are connected together by a connection plate 7, and lower edges of the upper-stage panels 1C, 1D are superposed on upper edge upper surfaces of the lower-stage panels 1A, 1B. Then fixtures 10 are arranged between the lower-stage and upper-stage panels such that a driving portion 10b of each fixture 10 is fixed into a roofing substrate, and that a hook portion 10c of each fixture 10 engages with the lower edge of the upper-stage panel. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は屋根ふき用パネルの取付構造に関する。   The present invention relates to a mounting structure for a roofing panel.

家屋の屋根ふき材として一般に天然産の玄昌石板等からなる天然スレートが使用されている。この天然スレートは耐久、耐火、耐水性を有し軽量でかつ外観もよくすぐれた屋根ふき材である。   As a roofing material for a house, a natural slate made of a natural basalt stone is generally used. This natural slate is a roofing material that is durable, fire and water resistant, lightweight and has a good appearance.

この天然スレートは、搬送、取扱い等の上から、一般に縦横の寸法が200mm程で、所望の平面形状に形成されている。そのため、この天然スレートを使用して屋根をふく場合には、従来、この天然スレートを1枚1枚所定の重ねとふき足をとりつつ野地板等に釘打ちしてふいていた。   The natural slate is generally formed in a desired plane shape with a vertical and horizontal dimension of about 200 mm from the viewpoint of transportation, handling, and the like. Therefore, in the case of using this natural slate to wipe the roof, conventionally, this natural slate has been wiped by nailing on a baseboard or the like while taking a predetermined overlap and wipes one by one.

この従来のふき方を図5により説明すると、屋根の野地板101上にルーフィング2を張り、そのルーフィング2上に軒先部のふき材103を多数枚横方向(屋根の流れ方向に直交する方向)に連接して配置し、釘104で野地板101に固定する。次で、上段のふき材105を所定の重ねL1 とふき足L2 をとって上記軒先部のふき材103上に重ね、また、この上段においても多数のふき材105を横方向に配置して連設する。尚、隣接するふき材間の目地部106の位置は、上段と下段とでは図5に示すようにずらしている。そして、上記のようなふき作業をくり返して多数枚のふき材により屋根の全面をふく。 This conventional wiping method will be described with reference to FIG. 5. A roofing 2 is stretched on a roof base plate 101, and a number of wiping materials 103 at the eaves are placed on the roofing 2 in the lateral direction (direction perpendicular to the flow direction of the roof). Are connected to the base plate 101 with the nail 104. Next, the upper wiping material 105 is placed on the wiping material 103 at the eaves portion with a predetermined overlap L 1 and wiping foot L 2 , and a large number of wiping materials 105 are also arranged in the horizontal direction in this upper stage. To connect. In addition, the position of the joint part 106 between adjacent wipes is shifted as shown in FIG. 5 between the upper stage and the lower stage. Then, the wiping operation as described above is repeated to wipe the entire surface of the roof with a large number of wiping materials.

上記従来のふき工法においては、横方向に隣接するふき材が相互に連結されておらず、しかも各ふき材103は、その上側端のみ釘止めされ下側端は自由端になっているため、強風が屋根の下流から上流へ吹いた場合には、各ふき材がめくり剥れやすい。   In the above-mentioned conventional wiping method, the wiping materials adjacent in the lateral direction are not connected to each other, and each wiping material 103 is nailed only at its upper end and the lower end is a free end. When a strong wind blows from the downstream to the upstream of the roof, each wiping material is easily peeled off.

また、雨水の浸入を防止するために、ふき材を3層重ねにする必要がある。このように3層重ねにすると、天然スレートの使用量が多くなってコスト高になる。   Moreover, in order to prevent the intrusion of rainwater, it is necessary to stack three layers of wiping materials. When three layers are stacked in this manner, the amount of natural slate used is increased and the cost is increased.

このような問題を解決するために、本出願人は先に、図6及び図7に示すようなパネルを特許文献1により提案した。   In order to solve such a problem, the present applicant has previously proposed a panel as shown in FIGS.

このパネル201は、その一側の裏面に、両面接着シート202によって連結板203を突出させて設け、該連結板203の両側端に水返し204を形成している。   This panel 201 is provided with a connecting plate 203 protruding on the back surface on one side by a double-sided adhesive sheet 202, and water return 204 is formed on both side ends of the connecting plate 203.

そして、図7に示すように、先ずパネル201Aを、その上側に形成した釘穴205を通じて釘により、屋根の野地板に止め、次に、このパネル201Aの連結板203側に他のパネル201Bを両面接着シート202で接着連結し、そのパネル201Bを釘で野地板に止める。   Then, as shown in FIG. 7, first, the panel 201A is fixed to the roof base plate by the nail through the nail hole 205 formed on the upper side, and then another panel 201B is attached to the connecting plate 203 side of the panel 201A. The double-sided adhesive sheet 202 is adhesively connected, and the panel 201B is fixed to the base plate with a nail.

このようにして、屋根の流れ方向を直交する方向(横方向)に必要枚のパネルを一列に固定する。   In this way, necessary panels are fixed in a row in a direction (lateral direction) perpendicular to the flow direction of the roof.

次に、上記の列により上段のパネルを、その下縁側の下面を、下列のパネルの上縁部の上面に重合するようにして配置し、前記と同様に釘で野地板に止める。   Next, the upper panel is arranged according to the above-mentioned row, and the lower surface of the lower edge side is arranged so as to overlap the upper surface of the upper edge portion of the lower row of panels, and it is fixed to the base plate with nails as described above.

このように各パネルをふくことにより、横列方向のパネル相互が両面シート202で連結されていることと、上段と下段のパネルが重合していることにより、パネルが下からの風によって浮き上がることを抑制し、パネルの重ね寸法を短くして、パネルの使用量を低減することができる。
特許2607850号公報
By wiping each panel in this manner, the panels in the row direction are connected to each other by the double-sided sheet 202, and the upper and lower panels are overlapped, so that the panel is lifted by the wind from below. It is possible to reduce the amount of use of the panel by suppressing the overlap size of the panel.
Japanese Patent No. 2607850

前記特許文献1においては、上段と下段のパネル相互の重ね寸法を短くすることができるが、各パネルの下端縁は野地板側には固定されていないため、不安定で、強風時には、パネルの下端縁側が浮き上がるおそれがある。   In the above-mentioned Patent Document 1, the overlapping dimension between the upper and lower panels can be shortened, but the lower edge of each panel is not fixed to the field plate side, so it is unstable, and when the wind is strong, There is a risk that the lower edge side may be lifted.

そこで本発明は、前記特許文献1の効果を発揮し、かつ、パネルの下端縁側の浮き上がりを一層防止する屋根ふき用パネルの取付構造を提案することを目的とするものである。   SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to propose a roofing panel mounting structure that exhibits the effect of Patent Document 1 and further prevents the panel from lifting on the lower edge side.

前記の課題を解決するために、本発明は、一方のパネルの横方向における一側の下面に、排水路を形成する連結板の他側を固着し、該連結板の一側に他方のパネルにおける他側の下面を固着して連結し、このようにして連結された下段側のパネル列の上縁側上面に、上段側のパネル列の下縁側下面を重合する屋根ふき用パネルの取付構造において、
下段側のパネルの上縁側外において屋根下地に固定する打込み部と、下段パネルと上段パネル間に挿通する挿通部と、該挿通部の先部に設けたフック部を有する止着具を用いて、該止着具の打込み部を屋根下地に固定し、フック部に上段側のパネルの下側縁を係止するようにしたことを特徴とするものである。
In order to solve the above-mentioned problem, the present invention fixes the other side of the connecting plate forming the drainage channel to the lower surface of one side in the lateral direction of one panel, and the other panel on one side of the connecting plate. In the mounting structure of the roofing panel in which the lower surface on the other side is fixedly connected to each other, and the lower edge side lower surface of the upper panel row is superimposed on the upper edge side upper surface of the lower panel row thus connected. ,
Using a fastening device having a driving portion that is fixed to the roof base outside the upper edge side of the lower panel, an insertion portion that is inserted between the lower panel and the upper panel, and a hook portion that is provided at the tip of the insertion portion. The driving portion of the fastener is fixed to the roof base, and the lower edge of the upper panel is locked to the hook portion.

本発明においては、横方向に隣接するパネル相互が連結されていることにより、風によるパネルの浮き上がりに対しては、浮き上がるパネルに対して、これに連結されたパネルの荷重が作用し、また、下段のパネルの上縁部に上段のパネルの下縁部が重合していることにより、風による下段のパネルの浮き上がりに対して上段のパネルの荷重が作用し、更に、各パネルの下縁部を止着具により屋根下地に保持したことにより、この止着具によってパネルの浮き上がりが阻止される。   In the present invention, the panels adjacent to each other in the lateral direction are connected to each other, so that the panel lifted by the wind is affected by the load of the panel connected thereto, Since the lower edge of the upper panel overlaps with the upper edge of the lower panel, the load of the upper panel acts on the floating of the lower panel due to wind, and the lower edge of each panel. Is held on the roof base by the fastening device, and the lifting of the panel is prevented by this fastening device.

したがって、上記の2つの荷重と止着具による保持との協働により、各パネルにおいて、風の吹き上げに対する吹き上げ阻止力を大きくすることができる。   Therefore, by the cooperation of the above-described two loads and holding by the fastening device, it is possible to increase the blowing prevention force against the blowing of wind in each panel.

本発明によれば、各パネルにおいて、風の吹き上げに対する各パネルの浮き上がり阻止力、すなわち、パネルの保持力を大きくすることができる。   According to the present invention, in each panel, the floating prevention force of each panel against wind blowing, that is, the panel holding force can be increased.

このように、各パネルの保持力を大きくできることは、下段のパネルと上段のパネルとの重合量を少なくして、屋根全面でのパネルの使用量を少なくして、工費の低減化を図ることができる。   Thus, the ability to increase the holding power of each panel is to reduce the amount of polymerization between the lower panel and the upper panel, to reduce the amount of panel used on the entire roof surface, and to reduce the construction cost. Can do.

本発明の最良の形態を図1乃至図4に示す実施例に基づいて説明する。
1はふき材であるパネルで、例えば玄晶石等の天然石からなる天然スレートや人工的なタイル、セメント板等で形成されている。このパネル1の縦幅寸法L3 と横幅寸法L4 は所望に設定するものであるが、例えばL3 を290mm、L4 を600mmに設定する。また板厚は約11mm前後である。
The best mode of the present invention will be described based on the embodiment shown in FIGS.
Reference numeral 1 denotes a panel which is a wiping material, which is formed of natural slate made of natural stone such as basalt, artificial tiles, cement boards and the like. The vertical width L 3 and the horizontal width L 4 of the panel 1 are set as desired. For example, L 3 is set to 290 mm and L 4 is set to 600 mm. The plate thickness is about 11 mm.

また、パネル1の表面には、このパネル1が複数枚のパネル(ふき材)が連結しているように、縦方向の凹状の溝2が、パネル1の横方向(左右方向)において所定の間隔で形成されている。図の実施例では3本形成されている。この溝2とパネル1の両側とパネル1の下端部1cには、石板を割った端のような凹凸面の模様1dが形成されている。   In addition, a concave groove 2 in the vertical direction is formed on the surface of the panel 1 in the horizontal direction (left-right direction) of the panel 1 so that a plurality of panels (wiping materials) are connected to the panel 1. It is formed at intervals. In the illustrated embodiment, three are formed. The groove 2 and both sides of the panel 1 and the lower end portion 1c of the panel 1 are formed with an uneven surface pattern 1d such as an edge obtained by breaking a stone plate.

3は上記パネルの表裏方向に貫通形成した釘穴で、パネルの上側、すなわち、該パネル1を屋根上に配置した場合に屋根の流れ方向の上側に位置する部分に形成されている。   3 is a nail hole penetratingly formed in the front and back direction of the panel, and is formed on the upper side of the panel, that is, on the upper side in the flow direction of the roof when the panel 1 is arranged on the roof.

4は止水材で、パネル1と一体成形や弾性を有するゴム系材料により角棒状に形成され、上記釘穴3の下側部に位置してパネル1の横方向の略全長に亘って設けられている。尚、この止水材3はコーキングでもよい。   4 is a water stop material, which is formed into a square bar shape by a rubber-based material that is integrally formed with the panel 1 or has elasticity, and is provided over the entire length in the lateral direction of the panel 1 located at the lower side of the nail hole 3. It has been. The water stop material 3 may be coking.

また、該止水材4の両端4aは、パネル1の両端1aよりも内側に位置し、止水材4の両端部に切欠部(止水材4がない部分)5が形成されている。   Further, both ends 4 a of the water blocking material 4 are positioned inside the both ends 1 a of the panel 1, and notched portions (portions where the water blocking material 4 is not provided) 5 are formed at both ends of the water blocking material 4.

7は排水路を形成する連結板で、ステンレス板、銅板、ガルバリウム板等の金属板或いはその他の腰のある板材で形成されている。   Reference numeral 7 denotes a connecting plate that forms a drainage channel, and is formed of a metal plate such as a stainless steel plate, a copper plate, a galvalume plate, or other plate material with a waist.

該連結板7の横幅L5は、所望に設定されているが、例えば100mmに設定する。
該連結板7の縦幅寸法は上記パネル1の縦幅寸法L3よりも若干短く設定されている。また、該連結板7の両側端には、該連結板7を表面側へ折り返してなる水返し8,8が縦方向の全長に亘って形成されている。
The lateral width L5 of the connecting plate 7 is set as desired, but is set to 100 mm, for example.
The vertical dimension of the connecting plate 7 is set slightly shorter than the vertical dimension L 3 of the panel 1. Moreover, water return 8,8 formed by folding back the connecting plate 7 to the surface side is formed on both side ends of the connecting plate 7 over the entire length in the vertical direction.

そして、該連結板7は、図2に示すように、その一方の水返し8を、前記パネル1における横方向の一側の下面に形成した切欠部9に嵌合し、その水返し8の上面を接着剤によりパネル1に接着して、パネル1に固設されている。また、前記水返し8と切欠部9の高さL6は略同一に形成され、連結板7の下面とパネル1の下面が同一面上に位置するようになっている。   Then, as shown in FIG. 2, the connecting plate 7 is fitted with one water return 8 in a notch 9 formed on the lower surface on one side of the panel 1 in the horizontal direction. The upper surface is bonded to the panel 1 with an adhesive and fixed to the panel 1. Moreover, the height L6 of the water return 8 and the notch 9 is formed substantially the same, and the lower surface of the connecting plate 7 and the lower surface of the panel 1 are positioned on the same surface.

このように連結板7をパネル1に設けることにより、連結板7は、横方向(左右方向)の約半分がパネル1の側端1aより突出し、かつ、連結板7の両端に水返し8を有する排水路7aが形成される。   By providing the connecting plate 7 on the panel 1 in this manner, the connecting plate 7 protrudes from the side end 1a of the panel 1 in about half of the horizontal direction (left and right direction), and water return 8 is provided at both ends of the connecting plate 7. The drainage channel 7a is formed.

図4において、10は止着具を示し、金属の棒材等からなり、その挿通部10aの基端(後端)に垂直状で先が尖った釘状の打込み部10bが折曲して一体に形成され、先端に上側へ折曲した後に後方へ折曲したU字状のフック部10cが一体に形成されている。この止着具10の挿通部10aの長さは、図3に示すように、パネル1を屋根にふいた場合における重ね量L7より若干長い寸法に形成され、また、打込み部10bはパネル1の板厚より十分長く形成され、フック部10bの内側間隔L8は該フック部10内にパネル1が嵌入するように形成されている。   In FIG. 4, reference numeral 10 denotes a fastening tool, which is made of a metal bar or the like, and a nail-like driving portion 10b that is perpendicular to the base end (rear end) of the insertion portion 10a and has a sharp point is bent. A U-shaped hook portion 10c that is integrally formed and bent upward at the tip and then bent backward is integrally formed. As shown in FIG. 3, the length of the insertion portion 10a of the fastener 10 is formed to be slightly longer than the overlap amount L7 when the panel 1 is covered on the roof. It is formed to be sufficiently longer than the plate thickness, and the inner space L8 of the hook portion 10b is formed so that the panel 1 is fitted into the hook portion 10.

次に上記の屋根ふき用パネルを使用して屋根をふく作業について説明する。
屋根下地(野地板など、パネル1を固定する部材)の上面における軒先部に位置して上記1枚のパネル1Aを配置し、釘穴3を通じて釘を打ち込み、そのパネル1を固定する。
Next, the operation of wiping the roof using the above roofing panel will be described.
The one panel 1A is arranged at the eaves portion on the upper surface of the roof base (a member for fixing the panel 1, such as a field board), and a nail is driven through the nail hole 3 to fix the panel 1.

次で、図3に示すように、上記固定したパネル1Aにおける連結板7の突出した左半分の上に、別のパネル1Bの側部を、前記連結板7の突出した側の水返し8の上面に接着剤を塗布して固着するとともに、該別のパネル1Bを釘穴3を通じて野地板に固着する。   Next, as shown in FIG. 3, on the left half of the fixed panel 1 </ b> A where the connecting plate 7 protrudes, another side of the panel 1 </ b> B is connected to the water return 8 on the protruding side of the connecting plate 7. The adhesive is applied to the upper surface and fixed, and the other panel 1B is fixed to the base plate through the nail hole 3.

このようにして、下段側の多数のパネルを、屋根の流れ方向と直交する方向(横方向)に一連に配置する。   In this way, a number of panels on the lower side are arranged in series in a direction (lateral direction) orthogonal to the flow direction of the roof.

次に、前記下段のパネル1Aと1Bの接合端11において、止着具10を図4に示すように配置して、その打込み部10bを、パネル1Aの上縁1bの外側において野地板などの下地部材に打ち込む。このとき、パネル1A,1Bには、前記の切欠部5を形成したので、この切欠部5を止着具10の挿通部10aが通り、止着具10が止水材4と干渉せず、また、止着具10が止水材4の上面より突出しない。   Next, at the joint end 11 of the lower panels 1A and 1B, the fastening device 10 is arranged as shown in FIG. 4, and the driving portion 10b is placed outside the upper edge 1b of the panel 1A, such as a field plate. Drive into the base material. At this time, since the notches 5 are formed in the panels 1A and 1B, the notches 5 pass through the insertion portions 10a of the fasteners 10, and the fasteners 10 do not interfere with the water stop material 4, Further, the fastening tool 10 does not protrude from the upper surface of the water blocking material 4.

このような作業を繰り返してパネルを屋根の流れ方向と直交する方向(横方向)の全長に亘ってふく。   By repeating such operations, the panel is wiped over the entire length in the direction (lateral direction) orthogonal to the flow direction of the roof.

次で、上記のようにふかれたパネル1における屋根の流れ方向(縦方向)の上流側に、図3に示すように、上段のパネル1 を、その下部が下段のパネル1A,1B における上縁側の上面に重なるように配置する。このとき、上段のパネル1Dの左右方向の中央部が先にふかれた下段のパネル相互の接合部11(図3においてはパネル1Aの右側の接合部11)に位置するように配置し、かつ、上段のパネル1Cの下端部1cを前記止着具10におけるフック部10cに挿入して係止させる。 Next, on the upstream side of the flow direction (vertical direction) of the roof of the panel 1 covered as described above, as shown in FIG. The lower panel 1A, 1B It arrange | positions so that it may overlap with the upper surface of the upper edge side. At this time, the central part in the left-right direction of the upper panel 1D is disposed so as to be positioned at the joint part 11 between the lower panels (the joint part 11 on the right side of the panel 1A in FIG. 3), The lower end portion 1c of the upper panel 1C is inserted into the hook portion 10c of the fastening device 10 and locked.

そして、この上段のパネル1Cに対し、別の上段のパネル1Dを、前記下段のパネルのふき方と同じようにしてふいて連結し、多数の上段パネルを一連に配置する。   Then, another upper panel 1D is wiped and connected to the upper panel 1C in the same manner as the lower panel, and a large number of upper panels are arranged in series.

そして、前記の作業を繰り返して屋根の全面にパネルをふく。
以上のようにふかれた各パネル1は、屋根の流れ方向の下から吹き上げる風力に対して、横方向に隣接するパネル相互が連結板7を介して連結されていることによる浮き上がり阻止荷重と、上段のパネルの下部が下段のパネルの上面に載置されていることによる浮き上がり阻止荷重と、更に、止着具10によってパネルの下部が保持されていることによる浮き上がり阻止荷重が協働して作用し、大きな吹き上げ風力に対して、パネルの吹き上がりを防止できる。
Then, the above operation is repeated to wipe the panel over the entire surface of the roof.
Each panel 1 swollen as described above, against the wind force blown from below the flow direction of the roof, lift prevention load due to the panels adjacent to each other being connected through the connecting plate 7 in the lateral direction, The lifting prevention load due to the lower part of the upper panel being placed on the upper surface of the lower panel and the lifting prevention load due to the lower part of the panel being held by the fasteners 10 act in cooperation. In addition, the panel can be prevented from blowing up against a large wind power.

また、パネル相互に接合部11から浸入した雨水は、連結板7により下方へ排出される。   In addition, rainwater that has entered the panels from the joint 11 is discharged downward by the connecting plate 7.

なお、前記止着具10は、金属棒を折曲して一体に形成したが、薄い金属板を折曲して形成してもよい。   The fastener 10 is integrally formed by bending a metal rod, but may be formed by bending a thin metal plate.

また、連結板7とパネル1との連結は、これらを接着剤で直接固着してもよく、また、両面接着テープなどで接着固定してもよい。   Further, the connection between the connecting plate 7 and the panel 1 may be directly fixed with an adhesive, or may be bonded and fixed with a double-sided adhesive tape or the like.

本発明の実施例を示すパネルの斜視図。The perspective view of the panel which shows the Example of this invention. 図1におけるA−A線断面図。FIG. 2 is a sectional view taken along line AA in FIG. 1. 本発明のパネルの重合状態を示す斜視図。The perspective view which shows the superposition | polymerization state of the panel of this invention. 本発明における止着具の配置状態を示す拡大斜視図。The expansion perspective view which shows the arrangement | positioning state of the fastening tool in this invention. 従来のパネルのふき状態を示す平面図。The top view which shows the wiping state of the conventional panel. 従来の他の例のパネルを示す斜視図。The perspective view which shows the panel of the other conventional example. 図6のパネルをふいた状態を示す平面図。The top view which shows the state which wiped the panel of FIG.

符号の説明Explanation of symbols

1,1A〜1E パネル
7 連結板
1b 上縁側
1c 下縁側
10 止着具
10a 挿通部
10b 打込み部
10c フック部
1,1A-1E Panel 7 Connecting plate 1b Upper edge side 1c Lower edge side 10 Fastening tool 10a Insertion part 10b Driving part 10c Hook part

Claims (1)

一方のパネルの横方向における一側の下面に、排水路を形成する連結板の他側を固着し、該連結板の一側に他方のパネルにおける他側の下面を固着して連結し、このようにして連結された下段側のパネル列の上縁側上面に、上段側のパネル列の下縁側下面を重合する屋根ふき用パネルの取付構造において、
下段側のパネルの上縁側外において屋根下地に固定する打込み部と、下段パネルと上段パネル間に挿通する挿通部と、該挿通部の先部に設けたフック部を有する止着具を用いて、該止着具の打込み部を屋根下地に固定し、フック部に上段側のパネルの下側縁を係止するようにしたことを特徴とする屋根ふき用パネルの取付け構造。
The other side of the connecting plate forming the drainage channel is fixed to the lower surface on one side in the lateral direction of one panel, and the lower surface on the other side of the other panel is fixed to and connected to one side of the connecting plate. In the mounting structure of the roofing panel that superposes the lower edge side lower surface of the upper panel row on the upper edge side upper surface of the lower panel row connected in this way,
Using a fastening device having a driving portion that is fixed to the roof base outside the upper edge side of the lower panel, an insertion portion that is inserted between the lower panel and the upper panel, and a hook portion that is provided at the tip of the insertion portion. A mounting structure for a roofing panel, wherein a driving portion of the fastening device is fixed to a roof base, and a lower edge of the upper panel is locked to a hook portion.
JP2005174633A 2005-06-15 2005-06-15 Roofing panel mounting structure Pending JP2006348547A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005174633A JP2006348547A (en) 2005-06-15 2005-06-15 Roofing panel mounting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005174633A JP2006348547A (en) 2005-06-15 2005-06-15 Roofing panel mounting structure

Publications (1)

Publication Number Publication Date
JP2006348547A true JP2006348547A (en) 2006-12-28

Family

ID=37644675

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005174633A Pending JP2006348547A (en) 2005-06-15 2005-06-15 Roofing panel mounting structure

Country Status (1)

Country Link
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