JP4398961B2 - Roof repair method - Google Patents
Roof repair method Download PDFInfo
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- JP4398961B2 JP4398961B2 JP2006224886A JP2006224886A JP4398961B2 JP 4398961 B2 JP4398961 B2 JP 4398961B2 JP 2006224886 A JP2006224886 A JP 2006224886A JP 2006224886 A JP2006224886 A JP 2006224886A JP 4398961 B2 JP4398961 B2 JP 4398961B2
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- 238000000034 method Methods 0.000 title claims description 12
- 239000000463 material Substances 0.000 claims description 130
- 239000002184 metal Substances 0.000 claims description 87
- 229920003002 synthetic resin Polymers 0.000 claims description 9
- 239000000057 synthetic resin Substances 0.000 claims description 9
- 239000006260 foam Substances 0.000 claims description 5
- 238000009413 insulation Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 230000000149 penetrating effect Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000011810 insulating material Substances 0.000 description 3
- 230000008602 contraction Effects 0.000 description 2
- 239000011491 glass wool Substances 0.000 description 2
- 241000283707 Capra Species 0.000 description 1
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004378 air conditioning Methods 0.000 description 1
- 230000003750 conditioning effect Effects 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 238000009751 slip forming Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Description
本発明は、既設の金属折板屋根材の上に新たな金属折板屋根材を固定する屋根補修工法に関する。 The present invention relates to a roof repair method for fixing a new metal folded plate roof material on an existing metal folded plate roof material.
大型工場、倉庫、体育館等の金属折板屋根の屋根材が老朽化したとき、これを撤去して新設の金属折板屋根材を設置すると、工事期間中、工場での操業や倉庫等の使用ができなくなる。そこで、既設の屋根材を撤去することなく、その上に金属製の支持具を介して新設屋根材を設置することが行われている(例えば、下記特許文献1参照。)。 When the roof material of metal folded plate roofs of large factories, warehouses, gymnasiums, etc. has become obsolete, if this is removed and a new metal folded plate roof material is installed, operation in the factory or use of warehouses, etc. will be conducted during the construction period. Can not be. Then, without removing the existing roof material, installing a new roof material on it via a metal support is performed (for example, refer to the following patent document 1).
下記特許文献1では、支持具として、既設の金属折板屋根材の山部の傾斜面に対応するハ字状の脚部と、該脚部の上端に下方へ向けたコ字状で新設の金属折板屋根材を受ける受け部とからなり、受け部の上端の受け面に剣先ボルトが立設された金属製の支持具を用い、上記脚部を既設の金属折板屋根材の上記傾斜面に重ね合わせてねじ部材により締結固定し、上記支持具の受け部に新設の金属折板屋根材を上記剣先ボルトにより締結することが提案されている。また特許文献1では、既設の金属折板屋根材の隣接する複数の山部に固定する複数の支持具を、それらの脚部の下端間を架けわたした張出し片で連設することが提案されている。
ところで、既設の屋根材の上に新設の屋根材を設けて屋根の補修を行うとき、建物内の空調効果をよくするために、既設の屋根材と新設の屋根材との間にシート状のガラスウール等からなる断熱材を介設することが行われる。 By the way, when repairing the roof by installing a new roof material on the existing roof material, a sheet-like sheet is placed between the existing roof material and the new roof material in order to improve the air conditioning effect in the building. An insulating material made of glass wool or the like is interposed.
しかしながら、既設の屋根材と新設の屋根材との間に断熱材を設けると、既設の屋根材と外気に直接さらされる新設の屋根材との温度差が大きくなり、両屋根材の膨張収縮の差が大きくなって、新設の屋根材の膨張や収縮が繰り返されると、新設の屋根材と支持具とを連結するねじ部材がぐらつく。これにより新設の屋根材や支持具のねじ部材貫通孔が拡開して各部材の締結部でガタツキが生じ、また雨漏りの原因となる。またねじ部材貫通孔まわりに金属疲労が生じる。 However, if insulation is provided between the existing roofing material and the new roofing material, the temperature difference between the existing roofing material and the new roofing material that is directly exposed to the outside air will increase, and the expansion and contraction of both roofing materials will increase. When the difference becomes large and the expansion and contraction of the new roofing material are repeated, the screw member that connects the new roofing material and the support member wobbles. As a result, the screw member through-holes of the newly installed roofing material and the support are expanded, and rattling occurs at the fastening portion of each member, causing rain leakage. Further, metal fatigue occurs around the screw member through hole.
また両屋根材の間の空間に上記断熱部材を介在させても、両屋根材はねじ部材および金属支持具で連結されているから、これらを介して新設の屋根材から既設の屋根材へ熱が伝わってしまう。従って断熱効果も充分とはいえない。 Even if the heat insulating member is interposed in the space between the two roofing materials, both the roofing materials are connected by the screw member and the metal support, so that heat is transferred from the new roofing material to the existing roofing material through these members. Will be transmitted. Therefore, the heat insulation effect is not sufficient.
そこで本発明は、既設の金属折板屋根材の上に支持具を介して新設の金属折板屋根材を設ける屋根の補修において、既設の屋根材と新設の屋根材との温度差による不具合を解消し、新設の屋根材を既設の屋根材の上にガタツキなく設置でき、かつ断熱効果もよい屋根補修工法を提供することを課題としてなされたものでる。 Therefore, the present invention provides a repair of a roof in which a new metal folded plate roofing material is provided on the existing metal folded plate roofing material via a support, and a problem due to a temperature difference between the existing roofing material and the new roofing material is solved. The problem is to provide a roof repair method that can solve the problem and can install a new roofing material on the existing roofing material without rattling and has a good thermal insulation effect.
本発明は、既設の金属折板屋根材の上にこれを被覆する新設の金属折板屋根材を支持具を介して設置する屋根補修工法において、
上記支持具を、合成樹脂からなる弾性を有する厚肉の断熱部材の上面に、大径のねじ部材貫通孔を設けた金属板を重ね合わせ接合した2層構造となし、
上記支持具の金属板上に断熱性の硬質合成樹脂からなる座板を摺動可能に載置し、該座板、上記ねじ部材貫通孔および上記断熱部材を貫通せしめた上記ねじ部材貫通孔よりも小径のねじ部材により上記支持具を既設の金属折板屋根材の山部に締結し、屋根下地材を各支持具の上記金属板にねじ締め固定し、
上記屋根下地材に新設の金属折板屋根材をねじ締め固定する(請求項1)。
The present invention is a roof repair method of installing a newly installed metal folded plate roof material covering the existing metal folded plate roof material via a support tool on an existing metal folded plate roof material,
The support has a two-layer structure in which a metal plate provided with a large-diameter screw member through hole is overlapped and joined to the upper surface of a thick heat insulating member made of synthetic resin and having elasticity,
From the screw member through hole in which a seat plate made of heat-insulating hard synthetic resin is slidably mounted on the metal plate of the support, and the seat plate, the screw member through hole, and the heat insulating member are penetrated. Fasten the support to the peak of the existing metal folded plate roofing material with a small-diameter screw member, and screw and fix the roof base material to the metal plate of each support,
A new metal folded plate roofing material is screwed and fixed to the roof base material (claim 1).
既設の金属折板屋根材に対して新設の金属折板屋根材が熱膨張収縮すると、これとねじ部材により結合された屋根下地材および支持具の金属板は、断熱部材が弾性変形することにより新設の屋根材に伴われて変位する。しかしながら支持具を貫通し、下端が既設の屋根材に締結されているねじ部材は、金属板とは大径の貫通孔により金属板とは接触しない。かつ座板は金属板に対して摺動可能である。従って、金属板が変位しても既設の屋根材に締結されているねじ部材はぐらつかない。
When the new metal folded plate roofing material is thermally expanded and contracted with respect to the existing metal folded plate roofing material, the heat insulating member elastically deforms the roof base material and the metal plate of the support member which are coupled to this with the screw member. It is displaced with the new roofing material. However, the screw member penetrating the support and having the lower end fastened to the existing roofing material does not contact the metal plate due to the large-diameter through hole. The seat plate is slidable with respect to the metal plate. Therefore, even if the metal plate is displaced, the screw member fastened to the existing roof material does not wobble.
新設の屋根材から支持具の金属板へは熱が伝わる。しかし、金属板と既設の屋根材とは支持具の断熱部材により断熱され、更にねじ部材と金属板は座板で断熱されるとともに大径とねじ部材貫通孔で接触しないので、新設の屋根材から既設の屋根材へ熱が伝わらない。 Heat is transferred from the new roofing material to the metal plate of the support. However, since the metal plate and the existing roof material are insulated by the heat insulating member of the support, and the screw member and the metal plate are insulated by the seat plate and are not in contact with the large diameter and the screw member through-hole, the new roof material Heat is not transferred from the roof to the existing roofing material.
上記断熱部材として、断熱性合成樹脂の独立気泡発泡体を用いる(請求項2)。断熱部材として好適であり、防水性も発揮される。 As the heat insulating member, a closed cell foam of heat insulating synthetic resin is used (Claim 2). It is suitable as a heat insulating member and exhibits waterproofness.
上記座板の下面に、上記支持具の上記金属板に当接するリブを設ける(請求項3)。リブにより金属板との当接面積を小さくし、金属板に対する座板の摺動性をよくする。 A rib that contacts the metal plate of the support is provided on the lower surface of the seat plate. The abutment area with the metal plate is reduced by the ribs, and the slidability of the seat plate with respect to the metal plate is improved.
既設の金属折板屋根材の各山部に設けた上記支持具を横一線に配列させ、各支持具を跨ぐようにして断面ほぼハット形の長尺の上記屋根下地材を各支持具の金属板にねじ締め固定し、上記屋根下地材に新設の金属折板屋根材をねじ締め固定する(請求項4)。横一線に延びる長尺の屋根下地材により新設の屋根材を安定に設置できる。
The above-mentioned supporting tools provided on each mountain portion of the existing metal folded plate roofing material are arranged in a horizontal line, and the above-mentioned roof base material having a substantially hat-shaped cross-section is formed so as to straddle each supporting tool. A new metal folded plate roofing material is screwed and fixed to the roof base material (Claim 4). A new roofing material can be stably installed by a long roof base material extending in a horizontal line .
図1に示すように、既設の金属折板屋根材(以下、単に既設の屋根材という)1は山部10と谷部11が互いに平行に連続的に形成された波板で、母屋Mに載置固定されている。既設の屋根材1は、母屋Mの上面に設置固定された図略のタイト部材を介してねじ締め固定されている。 As shown in FIG. 1, an existing metal folded plate roofing material (hereinafter simply referred to as an existing roofing material) 1 is a corrugated plate in which peak portions 10 and valley portions 11 are continuously formed in parallel to each other. Placed and fixed. The existing roofing material 1 is screwed and fixed via a tight member (not shown) installed and fixed on the upper surface of the main building M.
新設の金属折板屋根材(以下、単に新設の屋根材という)2は既設の屋根材1の山部10と頂端位置を一致せしめた小型の山部20が谷部21を介して形成されている。新設の屋根材2は、既設の屋根材1の山部10に支持具3を固定し、これらの支持具3の上に金属屋根下地材8を設置し、この下地材8上に設置してある。 A new metal folded plate roofing material (hereinafter simply referred to as a new roofing material) 2 is formed through a trough portion 21 with a small mountain portion 20 whose top end position coincides with the mountain portion 10 of the existing roofing material 1. Yes. The newly installed roofing material 2 has a support 3 fixed to the mountain portion 10 of the existing roofing material 1, a metal roof base material 8 is installed on the support 3, and is installed on the base material 8. is there.
新設の屋根材2の軒先は下方へ向けて湾曲形成してあり、軒先に沿って長尺のL字レール27を設け、これに吊り下げ金具28を介して雨樋29が設けられる。 The eaves of the new roofing material 2 are curved downward, and a long L-shaped rail 27 is provided along the eaves, and a rain gutter 29 is provided through a hanging metal fitting 28.
図2に示すように、支持具3は厚さ約25〜35mmの厚肉で弾性を有する合成樹脂の断熱部材4と、その上面に重ね合わせた金属板5とで2層構造をなす。断熱部材4は、断熱性合成樹脂の独立気泡発泡体、例えば発泡ウレタン等の独立気泡発泡体で構成してある。硬度は35度程度としてある。断熱部材4は、既設の屋根材1の山部10の上面部に合わせて幅ほぼ40mm程度、長さほぼ130mm程度の直方体に形成してある。 As shown in FIG. 2, the support 3 has a two-layer structure composed of a synthetic resin heat insulating member 4 having a thickness of about 25 to 35 mm and having elasticity, and a metal plate 5 superimposed on the upper surface. The heat insulating member 4 is composed of a closed cell foam of a heat insulating synthetic resin, for example, a closed cell foam such as urethane foam. The hardness is about 35 degrees. The heat insulating member 4 is formed in a rectangular parallelepiped having a width of about 40 mm and a length of about 130 mm in accordance with the upper surface of the mountain portion 10 of the existing roof material 1.
金属板5は、断熱部材4の上面と合致する長方形状の平板で、厚さ約2.3mmの鋼板で構成してある。金属板5の中央には直径20mm程度の大径のねじ部材貫通孔50が形成してある。金属板5は断熱部材4の上面に重ね合わせて接着してある。尚、断熱部材4にも金属板5のねじ部材貫通孔50と同軸に貫通孔40が形成してあり、貫通孔40の孔径は支持具3を既設の屋根材1に締結するねじ部材7(金属板用ドリルビス、ねじ軸径約6mm)のねじ軸を貫通可能な程度にしてある。 The metal plate 5 is a rectangular flat plate coinciding with the upper surface of the heat insulating member 4 and is formed of a steel plate having a thickness of about 2.3 mm. A large-diameter screw member through hole 50 having a diameter of about 20 mm is formed in the center of the metal plate 5. The metal plate 5 is superposed on and bonded to the upper surface of the heat insulating member 4. The heat insulating member 4 is also formed with a through hole 40 coaxially with the screw member through hole 50 of the metal plate 5, and the hole diameter of the through hole 40 is a screw member 7 (fastening the support 3 to the existing roof material 1 ( The screw shaft for the metal plate, which has a screw shaft diameter of about 6 mm) can be penetrated.
支持具3には金属板5の上面に硬質合成樹脂の座板6を載置してある。座板6は、金属板5のねじ部材貫通孔50を覆う大きさで、縦30mm、横50mm程度の角形に形成してあり、中央にねじ部材7のねじ軸を貫通可能な貫通孔60が形成してある。また座板6には、横方向に沿う両側縁に下方へ突出するリブ61,61が形成してある。両リブ61,61は断面半円形に形成してあり、約2mm下方へ突出してある。尚、座板6は上面側にも両側縁沿いにリブ61,61が形成してあり、表裏の区別なく使用できるようにしてある。 On the support 3, a seat plate 6 made of hard synthetic resin is placed on the upper surface of the metal plate 5. The seat plate 6 is sized to cover the screw member through-hole 50 of the metal plate 5 and is formed in a square shape having a length of about 30 mm and a width of about 50 mm, and a through-hole 60 capable of penetrating the screw shaft of the screw member 7 is formed at the center. It is formed. The seat plate 6 is formed with ribs 61, 61 projecting downward on both side edges along the lateral direction. Both ribs 61, 61 are formed in a semicircular cross section and project downward about 2 mm. The seat plate 6 is also formed with ribs 61, 61 along both side edges on the upper surface side so that it can be used without distinction between the front and back sides.
支持具3は、座板6を金属板5の上面にその長手方向に対して直交方向とし、座板6下面の両側縁のリブ61,61を金属板5のねじ部材貫通孔50まわりに当接せしめて載置し、上方よりねじ部材7を座板6、金属板5、断熱部材4の各貫通孔60,50,40に一連に貫通せしめてある。 The support 3 is configured so that the seat plate 6 is placed on the upper surface of the metal plate 5 in a direction orthogonal to the longitudinal direction, and ribs 61 and 61 on both side edges of the lower surface of the seat plate 6 are applied around the screw member through holes 50 of the metal plate 5. The screw member 7 is passed through the through holes 60, 50, and 40 of the seat plate 6, the metal plate 5, and the heat insulating member 4 in series from above.
図1ないし図4に示すように、支持具3は、断熱部材4の下面を既設の屋根材1の山部10頂面にその長手方向に沿って重ね合わせて載置し、支持具3を貫通するねじ部材7の先端を山部10上面にねじ込んで固定する。この場合、ねじ部材7を必要以上に強く締め付けると断熱部材4が潰れ変形するので、断熱部材4が潰れ変形しない程度に、ねじ部材7の締め付け時の締め付けトルクを設定しておく。また、座板6は金属板5に対して下面のリブ61,61のみが当接しているので、座板6と金属板5とは相対摺動可能である。 As shown in FIG. 1 to FIG. 4, the support 3 is placed by superposing the lower surface of the heat insulating member 4 on the top surface of the mountain portion 10 of the existing roofing material 1 along the longitudinal direction thereof. The tip of the penetrating screw member 7 is screwed into the top surface of the peak portion 10 and fixed. In this case, when the screw member 7 is tightened more than necessary, the heat insulating member 4 is crushed and deformed. Therefore, the tightening torque at the time of tightening the screw member 7 is set to such an extent that the heat insulating member 4 is not crushed and deformed. In addition, since the seat plate 6 is in contact with only the lower ribs 61, 61 against the metal plate 5, the seat plate 6 and the metal plate 5 can slide relative to each other.
また支持具3は、既設の屋根材1の複数の山部10に、かつ各山部10と直交する方向で直線位置に複数配列固定する。そして配列した複数の支持具3には、これらに沿って、既設の屋根材1の横方向に延びる長尺の屋根下地材8を固定する。支持具3は、既設の屋根材1の各山部10に設置してもよいし、山部10の数列おきに設置してもよい。 Further, a plurality of support tools 3 are arranged and fixed at a plurality of peak portions 10 of the existing roofing material 1 and at linear positions in a direction orthogonal to the respective peak portions 10. And the elongate roof base material 8 extended in the horizontal direction of the existing roof material 1 is fixed to the arranged several support tool 3 along these. The support 3 may be installed in each mountain portion 10 of the existing roof material 1 or may be installed every several rows of the mountain portions 10.
下地材8は凸部81とその両側から張り出すフランジ部82とで断面ほぼハット形をなす。下地材8は、各支持具3の金属板5と直交して金属板5上の座板6およびねじ部材7の頭部を跨ぎ、両側のフランジ部82が金属板5の長手方向両端部分に載置される。そして、上記フランジ部82に上から金属板用ドリルビスタイプのねじ部材85を金属板5にねじ込んで下地材8を支持具3に固定する。 The base material 8 has a substantially hat-shaped cross section with a convex portion 81 and a flange portion 82 projecting from both sides thereof. The base material 8 is orthogonal to the metal plate 5 of each support 3 and straddles the seat plate 6 on the metal plate 5 and the head of the screw member 7, and the flange portions 82 on both sides are at both ends in the longitudinal direction of the metal plate 5. Placed. Then, a metal plate drill screw type screw member 85 is screwed into the metal plate 5 from above the flange portion 82 to fix the base material 8 to the support 3.
このようにして既設の屋根材1上に、複数本の下地材8を互いに平行に配列し、これら下地材8上に新設の屋根材2を載置固定する。これに先立ち、既設の屋根材1の上にガラスウール等からなる厚肉のシート状の断熱材Sを敷設する。新設の屋根材2の固定構造は図3,図4に示すように、新設の屋根材2の山部20を上から下地材8の凸部81頂面へ長めの金属板用ドリルビスタイプのねじ部材25をねじ込むことにより行なう。この場合、ねじ部材25の頭部と山部20との間に裏面にシール材を有する座金26を介在させる。 In this way, a plurality of base materials 8 are arranged in parallel on the existing roof material 1, and the new roof material 2 is placed and fixed on these base materials 8. Prior to this, a thick sheet-like heat insulating material S made of glass wool or the like is laid on the existing roof material 1. As shown in FIGS. 3 and 4, the fixing structure of the newly installed roofing material 2 is a long metal plate drill screw type screw from the top to the top surface of the convex portion 81 of the base material 8 as shown in FIGS. This is done by screwing the member 25 in. In this case, a washer 26 having a sealing material on the back surface is interposed between the head portion of the screw member 25 and the peak portion 20.
上記の屋根補修工法においては、既設の屋根材1上に多数の支持具3を設置するが、用いる支持具3は小型かつ軽量であり、コストが安価ですむ。 In the roof repair method described above, a large number of supports 3 are installed on the existing roof material 1, but the support 3 to be used is small and lightweight, and the cost is low.
新設の屋根材2が外気温により熱膨張収縮すると、図3(A)、(B)および図4(A)、(B)に示すように、新設の屋根材2とねじ部材25により結合された屋根下地材8および該下地材8にねじ部材85により結合された支持具3の金属板5は、断熱部材4の弾性変形により新設の屋根材2と連動して移動する。この場合、座板6、支持具3を貫通し下端が既設の屋根材1に締結されているねじ部材7は、弾性変形する断熱部材4とは接触しているが、金属板5とは大径の貫通孔50により接触せず、かつ座板6は金属板5と摺動するから、ねじ部材7は金属板5の移動に影響されず、既設の屋根材1に対してぐらつかない。従って既設の屋根材1との締結部で緩みや損傷は生じない。 When the new roofing material 2 is thermally expanded and contracted by the outside air temperature, it is joined by the new roofing material 2 and the screw member 25 as shown in FIGS. 3 (A) and 3 (B) and FIGS. 4 (A) and 4 (B). The roof base material 8 and the metal plate 5 of the support 3 coupled to the base material 8 by the screw member 85 move in conjunction with the newly installed roof material 2 due to the elastic deformation of the heat insulating member 4. In this case, the screw member 7 penetrating the seat plate 6 and the support 3 and having the lower end fastened to the existing roofing material 1 is in contact with the heat-insulating member 4 that is elastically deformed, but is significantly different from the metal plate 5. The screw plate 7 is not affected by the movement of the metal plate 5 and does not wobble with respect to the existing roofing material 1 because the seat plate 6 slides on the metal plate 5 without contact with the through hole 50 having a diameter. Therefore, loosening and damage do not occur at the fastening portion with the existing roof material 1.
一方、断熱効果については、外気温は新設の屋根材2から下地材8を介して支持部3の金属板5に伝わる。しかしながら、金属板5と既設の屋根材1とは断熱部材4により熱的に遮断されている。また金属板5とねじ部材7とは非接触であり、金属板5とねじ部材7は座板6を介して接続しているが、座板6は断熱材により形成されている。従ってねじ部材7と金属板5とは熱的に遮断されている。このように新設の屋根材2から既設の屋根材1へは両屋根材2,1間に介在する部材を通して熱が伝達されることはない。 On the other hand, regarding the heat insulation effect, the outside air temperature is transmitted from the newly installed roofing material 2 to the metal plate 5 of the support portion 3 through the base material 8. However, the metal plate 5 and the existing roof material 1 are thermally blocked by the heat insulating member 4. Further, the metal plate 5 and the screw member 7 are not in contact with each other, and the metal plate 5 and the screw member 7 are connected via the seat plate 6, but the seat plate 6 is formed of a heat insulating material. Therefore, the screw member 7 and the metal plate 5 are thermally blocked. Thus, heat is not transmitted from the newly installed roofing material 2 to the existing roofing material 1 through the members interposed between the two roofing materials 2 and 1.
なお、両屋根材2,1間の断熱は両屋根材2,1間の空間部に断熱シートSを敷設することにより一層完全に発揮される Insulation between the two roofing materials 2 and 1 is more completely exhibited by laying a heat insulating sheet S in the space between the two roofing materials 2 and 1.
次に図5、図6に基づいて本発明の他の実施形態を説明する。既設の金属折板屋根には複数の既設の屋根材1Aの側縁を山部10の頂部でハゼ継ぎされた構造のものがあり、この場合は山部10にハゼ継ぎ部10Aが突出しいる。本実施形態では既設のハゼ継ぎの屋根に新たな金属折板屋根材3を設置する補修工法を示す。 Next, another embodiment of the present invention will be described with reference to FIGS. Some existing metal folded plate roofs have a structure in which the side edges of a plurality of existing roofing materials 1 </ b> A are jointed at the top of the mountain portion 10, and in this case, the joint 10 </ b> A protrudes from the mountain portion 10. In the present embodiment, a repair method for installing a new metal folded plate roofing material 3 on an existing roof joint roof is shown.
本実施形態の工法は、既設の屋根材1にその山部10のハゼ継ぎ部10Aを覆うブラケット9を介して支持具3を載置する。ブラケット9は、平坦な上面部91とその左右の両側縁からそれぞれ斜め下方へ延びる傾斜部92,92とを備えた断面ほぼ山形の金属板で構成してある。 In the construction method of the present embodiment, the support 3 is placed on the existing roof material 1 via a bracket 9 that covers the goat joint 10A of the mountain portion 10 thereof. The bracket 9 is formed of a metal plate having a substantially chevron cross section provided with a flat upper surface portion 91 and inclined portions 92 and 92 extending obliquely downward from both left and right side edges thereof.
ブラケット9は、その上面部91で既設の屋根材1の山部10の上部およびハゼ継ぎ部10Aを上方から覆うとともに、左右の両傾斜部92,92を既設の屋根材1の傾斜面に重ね合わせて、両傾斜部92,92を金属板用ドリルビス93,93により締結固定してある。このようにして設置したブラケット9の上面部91に先の実施例に用いたと同じ支持具3を載置し、ねじ部材7により支持具3を締結固定する。そして先の実施形態と同様に、支持具3に下地材8を固定し、下地材8を介して新設の屋根材(図略)を設置する。 The bracket 9 covers the upper part of the peak part 10 of the existing roofing material 1 and the seam joint 10A from above with the upper surface part 91, and the left and right inclined parts 92, 92 are overlapped on the inclined surface of the existing roofing material 1. In addition, both inclined portions 92 and 92 are fastened and fixed by metal plate drill screws 93 and 93. The same support tool 3 as that used in the previous embodiment is placed on the upper surface portion 91 of the bracket 9 thus installed, and the support tool 3 is fastened and fixed by the screw member 7. As in the previous embodiment, the base material 8 is fixed to the support 3, and a new roof material (not shown) is installed through the base material 8.
本実施形態によれば、ブラケット9を介して既設のハゼ継ぎ式の屋根材1に支持具3を安定に設置でき、新設の屋根材を好適に設置することができる。新設の屋根材と既設の屋根材との間の断熱性も発揮される。 According to the present embodiment, the support 3 can be stably installed on the existing seam-type roofing material 1 via the bracket 9, and a new roofing material can be suitably installed. Insulation between the new roofing material and the existing roofing material is also demonstrated.
ハゼ継ぎ式の屋根材に用いるブラケットとしては、上記ブラケット9に限らず、既設の屋根材の山部およびハゼ継ぎ部を覆い、かつ支持具を載置する平坦な状面部を有するものであればよい。 The bracket used for the roof joint type roofing material is not limited to the bracket 9 as long as it has a flat surface portion that covers the mountain portion of the existing roofing material and the seam joining portion and on which the support is placed. Good.
1 既設の金属折板屋根材
10 山部
2 新設の金属折板屋根材(新設の金属折板屋根材)
21 山部
3 支持具
4 断熱部材
5 金属板
50 ねじ部材貫通孔
6 座板
61 リブ
7 ねじ部材
8 屋根下地材
S シート状の断熱部材
1 Existing metal folded plate roofing material 10 Mountain 2 New metal folded plate roofing material (new metal folded plate roofing material)
21 mountain part 3 support tool 4 heat insulating member 5 metal plate 50 screw member through hole 6 seat plate 61 rib 7 screw member 8 roof base material S sheet-like heat insulating member
Claims (4)
上記支持具を、合成樹脂からなる弾性を有する厚肉の断熱部材の上面に、大径のねじ部材貫通孔を設けた金属板を重ね合わせ接合した2層構造となし、
上記支持具の金属板上に断熱性の硬質合成樹脂からなる座板を摺動可能に載置し、該座板、上記ねじ部材貫通孔および上記断熱部材を貫通せしめた上記ねじ部材貫通孔よりも小径のねじ部材により上記支持具を既設の金属折板屋根材の山部に締結し、屋根下地材を各支持具の上記金属板にねじ締め固定し、
上記屋根下地材に新設の金属折板屋根材をねじ締め固定する屋根補修工法。 In the roof repair method of installing a new metal folded plate roofing material covering the existing metal folded plate roofing material via a support,
The support has a two-layer structure in which a metal plate provided with a large-diameter screw member through hole is overlapped and joined to the upper surface of a thick heat insulating member made of synthetic resin and having elasticity,
From the screw member through hole in which a seat plate made of heat-insulating hard synthetic resin is slidably mounted on the metal plate of the support, and the seat plate, the screw member through hole, and the heat insulating member are penetrated. Fasten the support to the peak of the existing metal folded plate roofing material with a small-diameter screw member, and screw and fix the roof base material to the metal plate of each support,
A roof repair method in which a new metal folded plate roofing material is screwed and fixed to the roof base material .
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