JP2015113637A - Fixing structure for waterproof sheet - Google Patents

Fixing structure for waterproof sheet Download PDF

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JP2015113637A
JP2015113637A JP2013256969A JP2013256969A JP2015113637A JP 2015113637 A JP2015113637 A JP 2015113637A JP 2013256969 A JP2013256969 A JP 2013256969A JP 2013256969 A JP2013256969 A JP 2013256969A JP 2015113637 A JP2015113637 A JP 2015113637A
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reinforcing plate
fixing
waterproof sheet
plate
waterproof
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JP6304742B2 (en
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直子 関川
Naoko Sekikawa
直子 関川
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Lonseal Corp
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Lonseal Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a method of fixing a waterproof sheet tightly so that a fixing disk which fixes the waterproof sheet can withstand vertical drawing-out since upward (vertical) stress operates on the waterproof sheet when the waterproof sheet is exposed to strong wind on a roof etc., constructed to be waterproof in a mechanical fixing method.SOLUTION: A waterproof sheet fixing structure includes: a heat insulating material B laid on a waterproof substrate A; a reinforcing plate D arranged on the heat insulating material B so as to cover a part of the heat insulating material B; a reinforcing plate fixing material F for fixing the reinforcing plate D to the waterproof substrate A; and a waterproof sheet C covering the heat insulating material B. The waterproof sheet C is coupled to the reinforcing plate D, which has a coefficient of thermal expansion of 100 (×10-6/K) or less.

Description

本発明は断熱工法における防水シートの固定構造に関する。   The present invention relates to a waterproof sheet fixing structure in a heat insulating method.

建築物の屋上、ベランダ、バルコニーの防水構造には、近年、下地の上に断熱材を敷設する断熱工法が多く採用されている。断熱工法において、防水シートを固定する工法として、いわゆる機械的固定工法が用いられている。この工法は、断熱材の上から固定用ディスクを固定用ビスで下地に固定し、固定用ディスクによって防水シートを断熱材の上に固定する方法であり、接着剤を塗布する必要がある接着工法と比較して簡便であるという利点を有する。そして、固定用ディスクで防水シートを固定する方法としては、防水シートを先に断熱材の上に敷設し、その上に固定用ディスクを載せ固定用ビスを打ち込む方法や、断熱材の上に接着層を有する固定用ディスクを固定し、その上に防水シートを敷設し防水シートの上から電磁誘導加熱装置で接着層を溶融させ防水シートの裏面と固定用ディスクを接合する方法などが用いられている。   In recent years, a heat insulating construction method in which a heat insulating material is laid on a base is often used for a waterproof structure of a building roof, a veranda, and a balcony. In the heat insulation method, a so-called mechanical fixing method is used as a method for fixing the waterproof sheet. This method is a method in which a fixing disk is fixed to the base with a fixing screw from above the heat insulating material, and the waterproof sheet is fixed on the heat insulating material with the fixing disk, which requires an adhesive to be applied. It has the advantage that it is simple compared with. And, as a method of fixing the waterproof sheet with the fixing disk, the waterproof sheet is first laid on the heat insulating material, and then the fixing disk is put on the fixing disk and the fixing screw is driven, or the bonding is performed on the heat insulating material. A fixing disk having a layer is fixed, a waterproof sheet is laid thereon, an adhesive layer is melted from above the waterproof sheet with an electromagnetic induction heating device, and the back surface of the waterproof sheet and the fixing disk are joined. Yes.

しかし、機械固定工法で防水施工された屋上等において防水シートが強風にさらされると、防水シートに上向き(垂直方向)の応力が作用する。そのために防水シートを固定する固定用ディスクは垂直方向の引き抜きに対抗できるように強固に固定されることが要求される。さらに風は通常、一定ではなく強弱をともなって吹くために、防水シートに対する応力も強弱を伴う振動として作用し、固定用ビスがこの振動により緩むことが懸念されている。
これに対して緩み止めを施した固定用ビスおよび固定用ディスクを組み合わせた工法が提案されている(特許文献1)。
However, when the waterproof sheet is exposed to a strong wind on a rooftop waterproofed by a mechanical fixing method, upward (vertical) stress acts on the waterproof sheet. Therefore, the fixing disk for fixing the waterproof sheet is required to be firmly fixed so as to be able to resist pulling in the vertical direction. Furthermore, since the wind normally blows with a certain level and strength, there is a concern that the stress on the waterproof sheet also acts as a vibration accompanied by a strength, and that the fixing screw is loosened by this vibration.
On the other hand, there has been proposed a construction method in which a fixing screw and a fixing disk that are provided with a locking stopper are combined (Patent Document 1).

特開2008−002123号公報JP 2008-002123 A

しかしながら、強風にさらされた場合に、風力によって断熱材の上に敷設される防水シートには垂直方向の応力だけでなく、水平方向にも応力が作用する場合がある。そうすると、防水シートを固定している固定板や締結具にも水平方向の応力が働くこととなる。この水平方向の応力に対応するために、固定板を複数連結する補強板を用いる構造が提案されている。
このような構造においては補強板の熱膨張が問題となる場合がある。これは、夏場において20℃から80℃程度まで補強板の温度上昇がみられ、この温度上昇により補強板が熱膨張する。補強板が熱膨張することで補強板を固定する補強板固定用ビス等の固定具や締結具に水平方向の応力がかかり破損等するおそれがある。
However, when exposed to a strong wind, the waterproof sheet laid on the heat insulating material by the wind force may have a stress acting not only in the vertical direction but also in the horizontal direction. If it does so, the stress of a horizontal direction will act also on the fixing board and fastener which are fixing the waterproof sheet. In order to cope with this horizontal stress, a structure using a reinforcing plate connecting a plurality of fixing plates has been proposed.
In such a structure, thermal expansion of the reinforcing plate may be a problem. This is because the temperature of the reinforcing plate increases from about 20 ° C. to about 80 ° C. in the summer, and the reinforcing plate thermally expands due to this temperature increase. When the reinforcing plate is thermally expanded, the fixing plate such as a reinforcing plate fixing screw for fixing the reinforcing plate or a fastener may be subjected to horizontal stress and may be damaged.

さらに、防水シートは直接または間接的に補強板に連結されているので、補強板固定用ビス等の固定具や締結具が破損等することで防水シートの破損や固定が不充分となるとのおそれがある。   In addition, since the waterproof sheet is directly or indirectly connected to the reinforcing plate, there is a risk that the fixing or fastening device such as a reinforcing plate fixing screw may be damaged and the waterproof sheet may be damaged or fixed insufficiently. There is.

そこで、本発明は上記のような課題に鑑み、断熱工法において、補強板を用いても補強板の熱膨張による防水シートの破損や固定強度の低下を防止する固定構造を提供すること目的とする。   Therefore, in view of the above-described problems, the present invention has an object to provide a fixing structure that prevents damage to a waterproof sheet and a decrease in fixing strength due to thermal expansion of the reinforcing plate even if the reinforcing plate is used in the heat insulating method. .

本発明の上記課題を解決するためにとった手段は、断熱材の上に所定の熱膨張係数の補強板を用いた防水シート固定構造である。
さらに具体的には、防水下地の上に敷設される断熱材と、前記断熱材の一部を被覆するように前記断熱材の上に配置される補強板と、前記補強板を前記防水下地に固定するための補強板固定材と、前記断熱材を覆う防水シートとを備え、前記防水シートは前記補強板に連結されており、前記補強板の熱膨張係数が100(×10−6/K)以下である防水シート固定構造とすることである。
また前記補強板には前記補強板固定材が貫通される貫通孔が複数設けられている請求項1に記載の防水シート固定構造としてもよいし、前記貫通孔の径が前記補強板固定具の径よりも大きく形成されていてもよい。
さらに前記補強板により前記防水シートが固定されている防水シート固定構造や前記補強板の上に配置された固定板をさらに備え、前記固定板により前記防水シートが固定されている防水シート固定構造としてもよい。
The means taken to solve the above-described problems of the present invention is a waterproof sheet fixing structure using a reinforcing plate having a predetermined thermal expansion coefficient on a heat insulating material.
More specifically, a heat insulating material laid on the waterproof base, a reinforcing plate disposed on the heat insulating material so as to cover a part of the heat insulating material, and the reinforcing plate on the waterproof base A reinforcing plate fixing material for fixing and a waterproof sheet covering the heat insulating material, the waterproof sheet is connected to the reinforcing plate, and the thermal expansion coefficient of the reinforcing plate is 100 (× 10 −6 / K). ) The waterproof sheet fixing structure is as follows.
The reinforcing plate may be provided with a plurality of through holes through which the reinforcing plate fixing material is penetrated. The waterproof sheet fixing structure according to claim 1, wherein the diameter of the through hole is that of the reinforcing plate fixing tool. It may be formed larger than the diameter.
Further, the waterproof sheet fixing structure in which the waterproof sheet is fixed by the reinforcing plate and the fixing plate disposed on the reinforcing plate, the waterproof sheet fixing structure in which the waterproof sheet is fixed by the fixing plate Also good.

本発明の防水シート固定構造によれば、補強板の熱膨張係数を所定値以下とすることで、補強板が熱膨張しても防水シートの破損や固定強度の低下を防止(低減)することができる。   According to the waterproof sheet fixing structure of the present invention, by setting the thermal expansion coefficient of the reinforcing plate to a predetermined value or less, even if the reinforcing plate is thermally expanded, the waterproof sheet is prevented from being damaged and the fixing strength is reduced (reduced). Can do.

本発明の第1実施形態に係る断面図である。1 is a cross-sectional view according to a first embodiment of the present invention. 本発明の補強板の配置を示した平面図である。It is the top view which showed arrangement | positioning of the reinforcement board of this invention. 本発明の補強板の配置を示した平面図である。It is the top view which showed arrangement | positioning of the reinforcement board of this invention. 本発明の補強板の配置を示した平面図である。It is the top view which showed arrangement | positioning of the reinforcement board of this invention. 本発明の第2実施形態に係る断面図である。It is sectional drawing which concerns on 2nd Embodiment of this invention. 本発明の第1実施形態に係る断面図であり、図4におけるY−Y’断面図である。FIG. 5 is a cross-sectional view according to the first embodiment of the present invention, and is a Y-Y ′ cross-sectional view in FIG. 4. 1本の補強板に2つの固定板が配置された本発明の実施形態に係る断面図である。It is sectional drawing which concerns on embodiment of this invention by which two fixing plates are arrange | positioned at one reinforcement board. 本発明の補強板の平面図である。It is a top view of the reinforcement board of this invention. 補強板と固定板における補強板固定材(締結具)の貫通部分の拡大断面図である。It is an expanded sectional view of the penetration part of the reinforcement board fixing material (fastener) in a reinforcement board and a fixation board. 補強板における貫通孔部分の拡大平面図である。It is an enlarged plan view of the through-hole part in a reinforcement board. 本発明の第3実施形態に係る断面図である。It is sectional drawing which concerns on 3rd Embodiment of this invention. 補強板における貫通孔部分の拡大平面図である。It is an enlarged plan view of the through-hole part in a reinforcement board.

以下、好適実施の態様について図面を参照して詳細に説明する。
図1の第1実施形態は、防水下地Aの上に断熱材Bが敷設され、断熱材Bの上に補強板Dが固定され、断熱材Bと補強板Dを覆うように防水シートCが敷設固定されている。ここで、補強板Dは補強板固定材Fによって防水下地Aに固定され、補強板Dに連結された防水シートCが防水下地Aに対して固定されている。
Hereinafter, preferred embodiments will be described in detail with reference to the drawings.
In the first embodiment of FIG. 1, a heat insulating material B is laid on a waterproof base A, a reinforcing plate D is fixed on the heat insulating material B, and a waterproof sheet C is formed so as to cover the heat insulating material B and the reinforcing plate D. Laying is fixed. Here, the reinforcing plate D is fixed to the waterproof base A by the reinforcing plate fixing material F, and the waterproof sheet C connected to the reinforcing plate D is fixed to the waterproof base A.

また、防水シートCは補強板Dの上に固定された固定板Eを介して補強板Dに連結され、下地に対し固定されている。また、本実施態様において防水シートは固定板Eの上面に設けられた接着層(図示なし)によって、防水シートCの裏面と接合されている。ここで、補強板固定材Fは固定板Eを貫通しており、固定板Eを固定する締結具Gを兼ねている。   The waterproof sheet C is connected to the reinforcing plate D via a fixing plate E fixed on the reinforcing plate D, and is fixed to the base. In this embodiment, the waterproof sheet is joined to the back surface of the waterproof sheet C by an adhesive layer (not shown) provided on the upper surface of the fixing plate E. Here, the reinforcing plate fixing material F passes through the fixing plate E and also serves as a fastener G for fixing the fixing plate E.

補強板Dは熱膨張係数が100(×10−6/K)以下とすることで、補強板固定材Fへの水平応力が緩和され、補強板固定材Fの破損等を防止することができ、さらに補強板Dに連結されている防水シートCの固定耐力が低下することを防止することができる。 By setting the thermal expansion coefficient of the reinforcing plate D to 100 (× 10 −6 / K) or less, the horizontal stress on the reinforcing plate fixing material F can be relieved and damage to the reinforcing plate fixing material F can be prevented. Moreover, it is possible to prevent the fixing strength of the waterproof sheet C connected to the reinforcing plate D from being lowered.

図2は本実施態様における補強板の配置を示す平面図である。帯状の補強板D1を略平行に敷設し、補強板固定材Fで固定されている。図2の例では1本の補強板D1に対し、3つの固定板Eが固定されている。また、図1は図2におけるZ−Z’断面図である。なお、図2〜図4は補強板と固定板の配置を示すもので、防水シートC等の部材は省略している。   FIG. 2 is a plan view showing the arrangement of the reinforcing plates in the present embodiment. A belt-shaped reinforcing plate D1 is laid substantially parallel and fixed by a reinforcing plate fixing material F. In the example of FIG. 2, three fixing plates E are fixed to one reinforcing plate D1. FIG. 1 is a sectional view taken along the line Z-Z ′ in FIG. 2. 2 to 4 show the arrangement of the reinforcing plate and the fixing plate, and members such as the waterproof sheet C are omitted.

ここで、補強板Dは帯状だけでなく図3、図4に示したように、略ロの字型や略田の字型としてもよいし、他の形状としてもよい。さらに、複数の形状を併用してもよく、帯状形状と他の形状を組み合わせてもよい。特に、屋上等における周辺部は風の影響を受けやすく耐風圧性がより要求されるので、周辺部とそれ以外の部位で補強板Dの配置を変えてもよい。   Here, the reinforcing plate D is not limited to the belt shape, but may be a substantially square shape or a substantially square shape as shown in FIGS. 3 and 4, or may have another shape. Furthermore, a plurality of shapes may be used in combination, and a band shape and other shapes may be combined. In particular, since the peripheral part on the rooftop is easily affected by wind and is required to have wind pressure resistance, the arrangement of the reinforcing plates D may be changed between the peripheral part and other parts.

補強板Dを図3、4のように折れ曲がり部を有する形状とする場合に、連続的に補強板Dを略ロの字型や略田の字型に形成してもよいし、複数の帯状の補強板Dを上下に交差させて配置してもよい。
ここで、補強板Dを交差させる場合におけるY−Y'断面図を図6に示した。断熱材Bの上に2本の補強板Dが配置され、断熱材Bの上に配置される第一の補強板D’の上に、補強板D’と直交する方向に配置された第二の補強板D’’が設けられている。そして、補強板D’、補強板D’’の交差部Jに固定板Eが配置され、補強板D’、D’’、固定板Eを貫通するように締結具Gを兼ねる補強板固定材Fが防水下地Aに打ち込まれている。
When the reinforcing plate D has a shape having a bent portion as shown in FIGS. 3 and 4, the reinforcing plate D may be continuously formed into a substantially square shape or a substantially square shape, or a plurality of strip shapes. The reinforcing plates D may be arranged so as to intersect vertically.
Here, FIG. 6 shows a YY ′ cross-sectional view when the reinforcing plates D are crossed. Two reinforcing plates D are arranged on the heat insulating material B, and the second reinforcing plate D 'is arranged on the first reinforcing plate D' arranged on the heat insulating material B in a direction orthogonal to the reinforcing plate D '. The reinforcing plate D ″ is provided. The fixing plate E is disposed at the intersection J of the reinforcing plate D ′ and the reinforcing plate D ″, and the reinforcing plate fixing material that also serves as the fastener G so as to penetrate the reinforcing plates D ′, D ″ and the fixing plate E. F is driven into the waterproof base A.

補強板Dは熱膨張係数が100(×10−6/K)以下であればよいが、60(×10−6/K)以下が好ましく、40(×10−6/K)以下がよりに好ましく、20(×10−6/K)以下がさらに好ましい。 The reinforcing plate D may have a thermal expansion coefficient of 100 (× 10 −6 / K) or less, preferably 60 (× 10 −6 / K) or less, and more preferably 40 (× 10 −6 / K) or less. Preferably, 20 (× 10 −6 / K) or less is more preferable.

補強板Dは本実施形態においては金属製の補強板Dを用いることができる。例えば、アルミニウム(23)、鉄(11.7)、銅(16.6)、ステンレス(17〜18)、鋳鉄(10〜12)、超硬合金(5〜6)を用いることができる(かっこ書きは熱膨張係数×10−6/K)。また、熱膨張係数が100(×10−6/K)以下であればプラスチック製やセラミック製の材料を用いることができる。例えば、ポリカーボネート(70〜80)、ナイロン(80)、ポリエチレンテレフタレート(70)を用いることができる(かっこ書きは熱膨張係数×10−6/K)。 As the reinforcing plate D, a metal reinforcing plate D can be used in the present embodiment. For example, aluminum (23), iron (11.7), copper (16.6), stainless steel (17-18), cast iron (10-12), cemented carbide (5-6) can be used (parentheses). Writing is coefficient of thermal expansion × 10 −6 / K). Moreover, if the thermal expansion coefficient is 100 (× 10 −6 / K) or less, a plastic or ceramic material can be used. For example, polycarbonate (70 to 80), nylon (80), and polyethylene terephthalate (70) can be used (the parenthesis indicates thermal expansion coefficient × 10 −6 / K).

補強板Dの熱膨張係数は小さい方が熱膨張による長さ変化が小さくなるので、金属系やセラミック系を用いることが好ましい。さらに、コストや強度、加工性の面から金属系の材料が好ましく、鉄やステンレスがさらに好ましい。防錆の点からはステンレスを用いることが好ましい。厚みとしては、0.1〜5mm程度が好ましく、より好ましくは0.2mm〜2mm、さらに好ましくは0.4mm〜0.8mmである。鉄を用いる場合には表面に樹脂層を設けることも好ましい。   The smaller the thermal expansion coefficient of the reinforcing plate D, the smaller the change in length due to thermal expansion. Therefore, it is preferable to use a metal or ceramic system. Further, metal materials are preferable from the viewpoint of cost, strength, and workability, and iron and stainless steel are more preferable. From the point of rust prevention, it is preferable to use stainless steel. As thickness, about 0.1-5 mm is preferable, More preferably, it is 0.2 mm-2 mm, More preferably, it is 0.4 mm-0.8 mm. When using iron, it is also preferable to provide a resin layer on the surface.

補強板Dは図8のように本体1に補強板固定材Fや締結具Gが貫通される貫通孔2を設けてもよい。図8(a)には本体1に3つの貫通孔2が設けられている。また、図8(b)のように補強板固定材F用の貫通孔21と締結具G用の貫通孔22を別に設けてもよい。なお、図8(a)は補強板固定材Fが締結具Gを兼ねており、貫通孔2も共通となっている。貫通孔2は補強板Dに貫通される補強板固定材Fや締結具Gの個数分を設けてもよいし、図8(c)のように補強板固定材F(締結具G)の個数分以上に貫通孔2を設けてもよい。   The reinforcing plate D may be provided with a through hole 2 through which the reinforcing plate fixing material F and the fastener G are penetrated in the main body 1 as shown in FIG. In FIG. 8 (a), three through holes 2 are provided in the main body 1. Further, as shown in FIG. 8B, the through hole 21 for the reinforcing plate fixing material F and the through hole 22 for the fastener G may be provided separately. In FIG. 8A, the reinforcing plate fixing material F also serves as the fastener G, and the through hole 2 is also common. The through holes 2 may be provided as many as the number of reinforcing plate fixing materials F and fasteners G penetrating the reinforcing plate D, or the number of reinforcing plate fixing materials F (fastening tools G) as shown in FIG. You may provide the through-hole 2 in more than minutes.

ここで、図7のように補強板Dの上に固定板Eを配置して防水シートCを固定する場合、温度変化により補強板Dが膨張すると連結されている2つの固定板Eには膨張による水平応力が働くこととなる。ここで、補強板Dの熱膨張係数をより小さくすることで膨張による長さ変化が小さくなり補強板Dと固定具Eを固定する補強板固定材Fにかかる水平応力を小さくすることが可能となる。これにより、補強板固定材Fの破損等を防ぎ、防水シートCの固定耐力が低下することを防止できる。   Here, when the fixing plate E is arranged on the reinforcing plate D and the waterproof sheet C is fixed as shown in FIG. 7, when the reinforcing plate D expands due to a temperature change, the two fixed plates E that are connected expand. The horizontal stress due to will work. Here, by making the thermal expansion coefficient of the reinforcing plate D smaller, the length change due to the expansion becomes small, and the horizontal stress applied to the reinforcing plate fixing material F that fixes the reinforcing plate D and the fixture E can be reduced. Become. Thereby, damage to the reinforcing plate fixing material F and the like can be prevented, and the fixing strength of the waterproof sheet C can be prevented from being lowered.

さらに、図9、図10のように補強板Dに設けられた貫通孔2は、補強板固定材Fや締結具Gの径よりも大きくするのが好ましい。すなわち、補強板固定材Fや締結具Gと補強板Dとの間に緩衝帯3を設けることが好ましい。これにより補強板Dが膨張しても緩衝帯3により補強板固定材Fや締結具Gが補強板Dの貫通孔2の端縁部4に強く接触しないために、補強板Dの膨張により加えられる水平応力を緩和することができる。   Furthermore, it is preferable that the through-hole 2 provided in the reinforcing plate D as shown in FIGS. 9 and 10 is larger than the diameter of the reinforcing plate fixing material F or the fastener G. That is, it is preferable to provide the buffer band 3 between the reinforcing plate fixing material F or the fastener G and the reinforcing plate D. As a result, even if the reinforcing plate D expands, the buffer plate 3 prevents the reinforcing plate fixing material F and the fastener G from coming into strong contact with the edge 4 of the through hole 2 of the reinforcing plate D. The horizontal stress generated can be relieved.

したがって、補強板Dの全長と予測される温度上昇から算出される補強板Dの膨張長さを考慮して貫通孔2の径を設定しておくことが好ましい。ここで熱膨張長さは熱膨張係数に温度変化を乗じて算出される。なお、防水下地Aの上では夏場において20℃から80℃まで約60℃程度の温度上昇が想定される。さらに補強板固定材Fや締結具Gと補強板Dとの間に緩衝帯3は、補強板固定材F(締結具G)の直径に熱膨張長さに所定係数を乗じた値を加えた値とすることが好ましい。これにより、補強板Dが膨張する方向や補強板固定材F(締結具G)の打ち込み位置によらず、より確実に補強板固定材F(締結具G)への水平応力を低減することが可能となる。   Therefore, it is preferable to set the diameter of the through hole 2 in consideration of the expansion length of the reinforcing plate D calculated from the total length of the reinforcing plate D and the predicted temperature rise. Here, the thermal expansion length is calculated by multiplying the thermal expansion coefficient by the temperature change. On the waterproof base A, a temperature increase of about 60 ° C. is assumed from 20 ° C. to 80 ° C. in summer. Further, between the reinforcing plate fixing material F and the fastener G and the reinforcing plate D, the buffer band 3 adds a value obtained by multiplying the diameter of the reinforcing plate fixing material F (fastener G) by a predetermined coefficient to the thermal expansion length. It is preferable to use a value. Thereby, the horizontal stress on the reinforcing plate fixing material F (fastener G) can be more reliably reduced regardless of the direction in which the reinforcing plate D expands or the driving position of the reinforcing plate fixing material F (fastener G). It becomes possible.

貫通孔2は図12のように、補強板Dの長手方向に対して貫通孔2が補強板固定材Fの径よりも長く成形されている形状でもよく、長手方向に緩衝帯3が設けられている。   As shown in FIG. 12, the through hole 2 may have a shape in which the through hole 2 is formed longer than the diameter of the reinforcing plate fixing material F with respect to the longitudinal direction of the reinforcing plate D, and the buffer band 3 is provided in the longitudinal direction. ing.

補強板固定材Fは補強板Dを固定できればよいので、粘着剤、接着剤等の接合剤や機械的固定手段を用いることができる。施工性の面からは機械的固定手段を用いることが好ましい。
接合剤としては、接着剤、両面粘着テープ、定形シーラー、不定形シーラー等を用いることができる。粘着力にすぐれ、施工しやすいとの点からブチルテープなどの定形シーラーが好ましく用いられる。
Since the reinforcing plate fixing material F only needs to be able to fix the reinforcing plate D, it is possible to use a bonding agent such as an adhesive or an adhesive or a mechanical fixing means. From the viewpoint of workability, it is preferable to use a mechanical fixing means.
As the bonding agent, an adhesive, a double-sided pressure-sensitive adhesive tape, a regular sealer, an irregular sealer, or the like can be used. A fixed sealer such as butyl tape is preferably used because it has excellent adhesive strength and is easy to construct.

機械的固定手段としては、ビスや釘、ネジ等の補強板固定具を用いることができる。またこの補強板固定具の材質としては、炭素鋼、合金鋼、ステンレス鋼等の鋼材などが使用できる。また、補強板Dの上面から頭部がはみ出ないように、補強板固定具のビス頭の形状は皿、平、なべがよく、ドライバーやレンチで掛ける座面の窪み形状は十字穴、六角穴、四角穴が好ましい。
さらに、補強板固定材Fをビス等の補強板固定具とし、固定板Eを固定する締結具Gと兼用としてもよい。
As the mechanical fixing means, reinforcing plate fixing tools such as screws, nails and screws can be used. As the material of the reinforcing plate fixture, steel materials such as carbon steel, alloy steel, and stainless steel can be used. Also, to prevent the head from protruding from the top surface of the reinforcing plate D, the screw head shape of the reinforcing plate fixture should be flat, flat, and pan, and the recessed shape of the seat surface to be hung with a screwdriver or wrench is a cross hole or hexagonal hole A square hole is preferred.
Further, the reinforcing plate fixing material F may be a reinforcing plate fixing tool such as a screw, and may also be used as a fastener G for fixing the fixing plate E.

防水シートCは熱可塑性樹脂製防水シートが好ましく、塩化ビニル系樹脂、ポリオレフィン系、アクリル系等を使用することができる。さらに、熱可塑性樹脂製防水シートは熱溶融着、溶剤溶着により接合し得るという点から塩化ビニル系樹脂製防水シートがより好ましい。   The waterproof sheet C is preferably a thermoplastic resin waterproof sheet, and a vinyl chloride resin, polyolefin, acrylic, or the like can be used. Furthermore, the waterproof sheet made of a vinyl chloride resin is more preferable from the viewpoint that the thermoplastic resin waterproof sheet can be joined by thermal fusion or solvent welding.

防水シートCは単層でも良いが、寸法安定性、引張強度に優れるという点からガラスクロス、不織布等の基材層を積層した複層品が好ましい。基材層は最下層に設けても良いが熱可塑性樹脂層の中間に設けても良い。また熱可塑性樹脂層は一層であっても、複数の層であってもよく、それぞれの層の組成を異なるものとしてもよい。   The waterproof sheet C may be a single layer, but is preferably a multilayer product in which base layers such as glass cloth and nonwoven fabric are laminated from the viewpoint of excellent dimensional stability and tensile strength. The base material layer may be provided in the lowermost layer, but may be provided in the middle of the thermoplastic resin layer. The thermoplastic resin layer may be a single layer or a plurality of layers, and the composition of each layer may be different.

断熱材Bは、ポリスチレンフォーム、硬質ウレタンフォーム、フェノールフォーム、ポリエチレン、ポリプロピレン等のポリオレフィンフォーム等が使用でき、強度を考慮するとクラフト紙やアルミ箔が両面に積層された断熱材が好ましい。また、勾配をとる必要がある場合には、勾配のある断熱ボードを使用することができる。   As the heat insulating material B, polystyrene foam, rigid urethane foam, phenol foam, polyolefin foam such as polyethylene, polypropylene, or the like can be used. In consideration of strength, a heat insulating material in which kraft paper or aluminum foil is laminated on both sides is preferable. Moreover, when it is necessary to take a gradient, a thermal insulation board with a gradient can be used.

固定板Eは防水シートCを固定できるものであればよく、金属製、硬質合成樹脂製、木製等が用いられる。強度や耐久性の点から金属製がこのましい。金属製の固定板Eを構成する鋼鈑の材質としては、ステンレス板や、亜鉛・アルミニウム・マグネシウムメッキまたは亜鉛メッキ等の防錆処理が施された鋼板など、多湿状態でも錆びにくい鋼鈑が好適に使用される。厚みとしては、0.5〜1.5mm程度で、形状は正方形または長方形をした矩形状のプレート状や、円形または楕円形状のディスク状、長尺状など任意であり、大きさは1辺または外径が50〜100mm程度に形成することができる。   The fixing plate E only needs to be able to fix the waterproof sheet C, and is made of metal, hard synthetic resin, wood, or the like. Metal is preferable because of its strength and durability. As the material of the steel plate constituting the metal fixing plate E, a steel plate which is resistant to rust even in a high humidity state such as a stainless steel plate or a steel plate which has been subjected to rust prevention treatment such as zinc, aluminum, magnesium plating or zinc plating is suitable. Used for. The thickness is about 0.5 to 1.5 mm, and the shape is arbitrary, such as a rectangular plate shape that is a square or a rectangle, a circular or elliptical disk shape, a long shape, and the size is one side or The outer diameter can be formed to about 50 to 100 mm.

また、その固定板Eの少なくとも上面に熱可塑性樹脂被覆層を積層一体化した構成が好ましい。これにより防水シートCとの熱融着、溶剤溶着による接合が容易となる。ここで熱可塑性樹脂被覆層は、塩化ビニル系樹脂、ポリオレフィン系、アクリル系等を使用することができる。また接合強度を考慮すると、防水シートCとこの熱可塑性樹脂被覆層の材質は同種のものを用いるのが好ましく、防水シート等が塩化ビニル系樹脂製である場合には、熱可塑性樹脂被覆層も塩化ビニル系樹脂からなることが好ましい。
なお本明細書では、固定板Eの上面とは防水下地A、断熱材Bに対して上側の面である。
Moreover, the structure which laminated and integrated the thermoplastic resin coating layer on the at least upper surface of the fixing plate E is preferable. This facilitates joining with the waterproof sheet C by thermal fusion or solvent welding. Here, for the thermoplastic resin coating layer, vinyl chloride resin, polyolefin, acrylic, or the like can be used. Considering the bonding strength, it is preferable to use the same material for the waterproof sheet C and the thermoplastic resin coating layer. When the waterproof sheet is made of a vinyl chloride resin, the thermoplastic resin coating layer is also used. It is preferably made of a vinyl chloride resin.
In the present specification, the upper surface of the fixing plate E is an upper surface with respect to the waterproof base A and the heat insulating material B.

また、固定板Eの上に防水シートCを敷設する場合において、固定板Eの上面に設けられる接着層は接着剤を塗布することや、熱可塑性樹脂層を積層する等して設けることができる。そして、接着層と防水シートCとの接着は圧着や熱による融着や溶剤による溶着等によって行われる。また電磁誘導加熱を行う場合において固定板Eの接着層は、加熱より溶融するホットメルト接着剤や熱可塑性樹脂等である熱溶融着層とすることが好ましい。ホットメルト接着剤としては、ポリエステル系、ポリアミド系、エチレン−酢酸ビニル共重合体系のホットメルト接着剤等が挙げられる。   Further, when the waterproof sheet C is laid on the fixing plate E, the adhesive layer provided on the upper surface of the fixing plate E can be provided by applying an adhesive or laminating a thermoplastic resin layer. . Then, the adhesive layer and the waterproof sheet C are bonded by pressure bonding, heat fusion, solvent welding, or the like. In the case of performing electromagnetic induction heating, the adhesive layer of the fixing plate E is preferably a hot melt adhesive layer such as a hot melt adhesive or a thermoplastic resin that melts by heating. Examples of the hot melt adhesive include polyester, polyamide, and ethylene-vinyl acetate copolymer hot melt adhesives.

締結具Gは、少なくとも固定板Eを固定するに足る長さが必要である。材質としては、炭素鋼、合金鋼、ステンレス鋼等の鋼材などが使用できる。また、固定板Eの上面から頭部がはみ出ないように、締結具Gのビス頭の形状は皿、平、なべがよく、ドライバーやレンチで掛ける座面の窪み形状は十字穴、六角穴、四角穴が好ましい。   The fastener G needs to be long enough to fix at least the fixing plate E. As the material, steel materials such as carbon steel, alloy steel, and stainless steel can be used. Also, the screw head shape of the fastener G should be flat, flat, and pan so that the head does not protrude from the upper surface of the fixing plate E, and the recess shape of the seat surface to be hung with a screwdriver or wrench is a cross hole, hexagonal hole, A square hole is preferred.

防水下地Aは、コンクリート、ALC、折板屋根、瓦棒屋根、デッキプレート等の金属下地等を使用することができる。   As the waterproof base A, a metal base such as concrete, ALC, folded plate roof, roof tile roof, deck plate, or the like can be used.

つぎに第1実施形態の施工方法について図1を用いて説明する。防水下地Aの上に断熱材Bを敷設し、固定板Eを配置する位置に対応させて、補強板Dを断熱材Bの上に配置する。そして、固定板Eを補強板Dの上に載せ、補強板固定材F(締結具G)を固定板Eの上から補強板Dを貫通して防水下地Aに打ち込み、補強板D、固定板Eを固定する。そして、その上から防水シートCを敷設し、固定板Eと防水シートCを接合する。
固定板Eと防水シートCを接合する方法としては、熱融着や液溶着、接着剤等による接合が可能であるが、第1実施形態においては、固定板Eに対応する位置に電磁誘導加熱装置を載せて加熱することで固定板Eと防水シートCを熱融着により接合する。
Next, the construction method of the first embodiment will be described with reference to FIG. The heat insulating material B is laid on the waterproof base A, and the reinforcing plate D is disposed on the heat insulating material B so as to correspond to the position where the fixing plate E is disposed. Then, the fixing plate E is placed on the reinforcing plate D, and the reinforcing plate fixing material F (fastener G) is driven through the reinforcing plate D from above the fixing plate E and driven into the waterproof base A. The reinforcing plate D and the fixing plate E is fixed. Then, a waterproof sheet C is laid from above, and the fixing plate E and the waterproof sheet C are joined.
As a method of joining the fixing plate E and the waterproof sheet C, heat fusion, liquid welding, adhesive, or the like can be used. In the first embodiment, electromagnetic induction heating is performed at a position corresponding to the fixing plate E. The fixing plate E and the waterproof sheet C are joined by heat fusion by mounting and heating the device.

以下、他の実施形態について説明するが、第1実施形態と同じ部材には同じ符号を付し詳細な説明を省略した。
第2実施形態として、防水シートCの上から固定板Eを用いた実施態様を図5に示した。これによると、防水下地Aの上に断熱材Bが敷設され、その上から補強板Dが配置され、その上に防水シートCが敷設される。この防水シートCの上から固定板Eを締結具Gで固定することで防水シートCが固定されている。さらに、固定板Eを覆うように増し張シートHが敷設固定されている。
ここで、固定板Eは補強板Dの上に配置され、締結具Gを兼ねる補強板固定材Fによって防水下地Aに対し固定されている。
Other embodiments will be described below, but the same members as those in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted.
As a second embodiment, an embodiment using the fixing plate E from above the waterproof sheet C is shown in FIG. According to this, the heat insulating material B is laid on the waterproof base A, the reinforcing plate D is disposed thereon, and the waterproof sheet C is laid thereon. The waterproof sheet C is fixed by fixing the fixing plate E with the fastener G from above the waterproof sheet C. Further, an additional tension sheet H is laid and fixed so as to cover the fixing plate E.
Here, the fixing plate E is disposed on the reinforcing plate D and is fixed to the waterproof base A by a reinforcing plate fixing material F that also serves as a fastener G.

増し張シートHは防水シートCと同様のシートを用いることができる。熱融着や溶着が可能となるため、防水シートCと増し張シートHは同種のシートとすることが好ましい。例えば、防水シートCをポリ塩化ビニル樹脂系シートとする場合には増し張シートHもポリ塩化ビニル樹脂系シートとすることが好ましい。また、増し張シートHは基材を積層してもよいが、基材を用いない構成としてもよい。   As the reinforcing sheet H, a sheet similar to the waterproof sheet C can be used. Since heat sealing and welding are possible, it is preferable that the waterproof sheet C and the extension sheet H are the same type of sheet. For example, when the waterproof sheet C is a polyvinyl chloride resin-based sheet, it is preferable that the reinforcing sheet H is also a polyvinyl chloride resin-based sheet. Further, the reinforce sheet H may be formed by laminating a base material, but may be configured not to use a base material.

次に第2実施形態における施工方法を説明する。防水下地Aの上に断熱材Bを敷設し、固定用ディスク5を配置する位置に補強板Dを配置する。そして、その上から防水シートCを敷設し、補強板Dと対応する位置に防水シートCに固定用ディスク5を配置する。この固定板5および補強板Dを貫通するように補強板固定材F(締結具G)を防水下地Aに打ち込み、補強板D、固定板Eを固定する。さらに、固定板Eを覆うように増し張シートHをかぶせ、固定板Eの上面および防水シートCと接合する。なお、本実施態様においては、増し張シートHと固定板Eの上面および防水シートCとは熱融着により接合している。そして、増し張シートHの周囲を液シーラーIで防水処理を施した。   Next, the construction method in 2nd Embodiment is demonstrated. The heat insulating material B is laid on the waterproof base A, and the reinforcing plate D is disposed at a position where the fixing disk 5 is disposed. Then, the waterproof sheet C is laid from above, and the fixing disk 5 is disposed on the waterproof sheet C at a position corresponding to the reinforcing plate D. A reinforcing plate fixing material F (fastener G) is driven into the waterproof base A so as to penetrate the fixing plate 5 and the reinforcing plate D, and the reinforcing plate D and the fixing plate E are fixed. Further, an additional tension sheet H is placed so as to cover the fixing plate E, and the upper surface of the fixing plate E and the waterproof sheet C are joined. In this embodiment, the reinforce sheet H, the upper surface of the fixing plate E, and the waterproof sheet C are joined by thermal fusion. The periphery of the additional tension sheet H was waterproofed with a liquid sealer I.

第3実施形態として、固定板Eを用いることなく補強板Dで防水シートCを固定する防水シート固定構造を図11に示す。これによると、防水下地Aの上に断熱材Bが敷設され、断熱材Bの上に補強板Dが配置され、補強板固定材Fにより補強板Dが防水下地Aに固定されている。そして、防水シートCは補強板Dにより固定されている。
ここで、図11の例において、防水シートCは補強板Dの上に敷設されており、実施形態1と同様に補強板Dの上面に設けられた接着層(図示なし)によって防水シートCの裏面と接合されている。
また、図には示していないが防水シートCは補強板Dの下に配置されていてもよい。
As a third embodiment, a waterproof sheet fixing structure for fixing the waterproof sheet C with the reinforcing plate D without using the fixing plate E is shown in FIG. According to this, the heat insulating material B is laid on the waterproof base A, the reinforcing plate D is disposed on the heat insulating material B, and the reinforcing plate D is fixed to the waterproof base A by the reinforcing plate fixing material F. The waterproof sheet C is fixed by a reinforcing plate D.
Here, in the example of FIG. 11, the waterproof sheet C is laid on the reinforcing plate D, and the waterproof sheet C is formed by an adhesive layer (not shown) provided on the upper surface of the reinforcing plate D as in the first embodiment. It is joined to the back side.
Although not shown in the figure, the waterproof sheet C may be disposed under the reinforcing plate D.

次に第3実施形態の施工方法を説明する。防水下地Aの上に断熱材Bを敷設し、防水シートCを固定する位置に対応させて補強板Dを断熱材Bの上に配置する。そして、補強板固定材Fを補強板Dの上から防水下地Aに打ち込み、補強板Dを固定する。そして、その上から防水シートCを敷設し、補強板Dと防水シートCを接合する。
補強板Dと防水シートCを接合する方法としては、熱融着や液溶着、接着剤等による接合が可能であるが、第3実施形態においては、補強板Dに対応する位置に電磁誘導加熱装置を載せて加熱することで補強板Dと防水シートCを熱融着により接合する。
Next, the construction method of 3rd Embodiment is demonstrated. The heat insulating material B is laid on the waterproof base A, and the reinforcing plate D is disposed on the heat insulating material B so as to correspond to the position where the waterproof sheet C is fixed. Then, the reinforcing plate fixing material F is driven into the waterproof base A from above the reinforcing plate D, and the reinforcing plate D is fixed. And the waterproof sheet C is laid from the top and the reinforcement board D and the waterproof sheet C are joined.
As a method of joining the reinforcing plate D and the waterproof sheet C, joining by heat fusion, liquid welding, adhesive, or the like is possible, but in the third embodiment, electromagnetic induction heating is performed at a position corresponding to the reinforcing plate D. The reinforcing plate D and the waterproof sheet C are joined by thermal fusion by mounting and heating the device.

また、これらの全ての実施態様において緩衝用シート等の部材を使用することができる。   In all of these embodiments, a member such as a cushioning sheet can be used.

以下、本発明の実施例を説明する。
図1に実施例1に係る断面図を示したが、金属系の折板屋根下地A1の上に断熱材Bが敷設され、その上に帯状で長さ2m、厚み0.6mm、鉄製(熱膨張係数:11.7×10−6/K)の補強板D1が配置されている。この補強板D1の上に固定板Eとしてポリ塩化ビニル樹脂製の接着層を上面に有する固定板Eが配置されている。ここで固定板Eは直径約87mmの円形でステンレス製の固定用ディスクE1であり、固定用ディスクE1と補強板D1を貫通して締結具Gと補強板固定材Fを兼ねる固定用ビスF1が折板屋根下地A1に打ち込まれている。そして断熱材Bを覆うように防水シートCとしてポリ塩化ビニル樹脂製防水シートC1が敷設され、固定用ディスクE1の接着層とポリ塩化ビニル樹脂製防水シートC1の裏面が電磁誘導装置により加熱融着されている。なお、補強板D1は表面にポリ塩化ビニル樹脂層が積層されている。
Examples of the present invention will be described below.
FIG. 1 shows a cross-sectional view according to the first embodiment. A heat insulating material B is laid on a metal folded plate roof base A1, and a strip-like shape having a length of 2 m, a thickness of 0.6 mm, and iron (heat A reinforcing plate D1 having an expansion coefficient of 11.7 × 10 −6 / K) is disposed. A fixing plate E having an adhesive layer made of polyvinyl chloride resin on the upper surface is disposed as a fixing plate E on the reinforcing plate D1. The fixing plate E is a circular and stainless steel fixing disc E1 having a diameter of about 87 mm, and a fixing screw F1 that penetrates the fixing disc E1 and the reinforcing plate D1 and serves as the fastener G and the reinforcing plate fixing material F is provided. It is driven into the folded plate roof base A1. A waterproof sheet C1 made of polyvinyl chloride resin is laid as a waterproof sheet C so as to cover the heat insulating material B, and the adhesive layer of the fixing disk E1 and the back surface of the waterproof sheet C1 made of polyvinyl chloride resin are heat-sealed by an electromagnetic induction device. Has been. The reinforcing plate D1 has a polyvinyl chloride resin layer laminated on the surface.

図2に実施例1に係る平面図を示した。補強板D1は平行に配置されており、1本の補強板D1に3つの固定板Eである固定用ディスクE1が固定用ビスF1で固定されている。   FIG. 2 shows a plan view according to the first embodiment. The reinforcing plates D1 are arranged in parallel, and fixing disks E1, which are three fixing plates E, are fixed to one reinforcing plate D1 with fixing screws F1.

ここで、補強板D1には貫通孔2が図9、図10のように設けられている。固定用ビスF1の直径4は5.8mmであり、貫通孔2の直径5は8.6mmとなっている。これは、夏場において補強板の温度が20℃から80℃まで60℃上昇するとして、2mの補強板Dの膨張長さは1.4mmとなる(計算式:11.7×10−6×60×2=0.0014m)。固定用ビスF1の周囲に緩衝帯3を設け、これを熱膨張長さの2倍に設定している。すなわち、固定用ビスF1の直径4に対し、1.4mm×2=3.8mmの範囲で緩衝帯3を設けて、貫通孔2の直径5を8.6mmとしている。
このように膨張長さに対して2倍の緩衝帯を設けることで補強板D2が膨張しても固定用ビスF1に接触することを防止し、固定用ビスF1に水平応力が加わることが防止される。
Here, the through-hole 2 is provided in the reinforcing plate D1 as shown in FIGS. The diameter 4 of the fixing screw F1 is 5.8 mm, and the diameter 5 of the through hole 2 is 8.6 mm. Assuming that the temperature of the reinforcing plate increases by 60 ° C. from 20 ° C. to 80 ° C. in summer, the expansion length of the 2 m reinforcing plate D is 1.4 mm (calculation formula: 11.7 × 10 −6 × 60). × 2 = 0.014 m). A buffer band 3 is provided around the fixing screw F1, and this is set to twice the thermal expansion length. That is, the buffer band 3 is provided in the range of 1.4 mm × 2 = 3.8 mm with respect to the diameter 4 of the fixing screw F1, and the diameter 5 of the through hole 2 is set to 8.6 mm.
By providing a buffer band twice as large as the expansion length in this way, even if the reinforcing plate D2 expands, it prevents contact with the fixing screw F1, and prevents horizontal stress from being applied to the fixing screw F1. Is done.

ここで、緩衝体3は補強板固定具F(締結具G)の直径5に熱膨張長さを2倍した値を加えた数値を貫通孔2の直径となるように設けられている。この熱膨張長さに乗ずる係数(実施例1では2)は1〜5に設定することが好ましく、1.5〜3がさらに好ましい。
以下、実施例2、3についても、熱膨張長さに乗ずる係数を2とし、貫通孔2の直径を8.6mmとしている。
Here, the buffer 3 is provided so that the diameter of the through hole 2 is a value obtained by adding a value obtained by doubling the thermal expansion length to the diameter 5 of the reinforcing plate fixture F (fastener G). The coefficient multiplied by this thermal expansion length (2 in Example 1) is preferably set to 1 to 5, and more preferably 1.5 to 3.
Hereinafter, also in Examples 2 and 3, the coefficient multiplied by the thermal expansion length is 2, and the diameter of the through hole 2 is 8.6 mm.

図5に実施例2に係る断面図を示したが、実施例1と比較してポリ塩化ビニル樹脂製防水シートC1の上に固定板Eである固定用ディスクE2が配置されている点、固定用ディスクE2の上から増し張用シートHおよびシーラーIを用いる点で異なっている。
金属系の折板屋根下地A1の上に断熱材Bが敷設され、その上に厚み0.6mm、ステンレス製の補強板D2が配置されている。この補強板D2の上にポリ塩化ビニル樹脂製防水シートC1が敷設され、補強板D2に対応する位置に固定板Eである固定用ディスクE2が配置されている。固定用ディスクE2はステンレス製であり直径87mm、厚み0.6mmの円形形状であり、上面には接着層としてポリ塩化ビニル樹脂層が設けられている。固定用ディスクE2の上から補強板D2を貫通して締結具Gと補強板固定材Fを兼ねる固定用ビスF1が折板屋根下地A1に打ち込まれている。固定用ディスクE2を覆うようにポリ塩化ビニル樹脂製の増し張シートHを載せ、増し張シートHが固定用ディスクE2のポリ塩化ビニル樹脂層およびポリ塩化ビニル樹脂製防水シートC1と熱融着により接合されている。そして、増し張シートHの周囲に液シーラーIで防水処理が施されている。
FIG. 5 shows a sectional view according to the second embodiment. Compared with the first embodiment, the fixing disk E2 as the fixing plate E is disposed on the waterproof sheet C1 made of polyvinyl chloride resin. The difference is that the tension sheet H and the sealer I are used from above the disk E2.
A heat insulating material B is laid on a metal folded plate roof base A1, and a 0.6 mm thick stainless steel reinforcing plate D2 is disposed thereon. A waterproof sheet C1 made of polyvinyl chloride resin is laid on the reinforcing plate D2, and a fixing disk E2, which is a fixing plate E, is disposed at a position corresponding to the reinforcing plate D2. The fixing disk E2 is made of stainless steel and has a circular shape with a diameter of 87 mm and a thickness of 0.6 mm. A polyvinyl chloride resin layer is provided on the upper surface as an adhesive layer. A fixing screw F1 that doubles as a fastener G and a reinforcing plate fixing material F is driven into the folded plate roof base A1 through the reinforcing plate D2 from above the fixing disk E2. An additional tension sheet H made of polyvinyl chloride resin is placed so as to cover the fixing disk E2, and the additional tension sheet H is thermally bonded to the polyvinyl chloride resin layer of the fixing disk E2 and the waterproof sheet C1 made of polyvinyl chloride resin. It is joined. And the waterproofing process is performed by the liquid sealer I around the tension sheet H.

図4に実施例2に係る平面図を示したが、帯状の長さ1mの補強板D2が略田の字型に配置されている。交差部Jは一の方向の補強板D2とそれと略直交する方向の補強板D2が上下に重ねて配置されている。すなわち、交差部においては2本の補強板D2が重なって2重に補強板D2が配置されている。   Although the top view which concerns on Example 2 was shown in FIG. 4, the strip | belt-shaped reinforcement board D2 of length 1m is arrange | positioned at the substantially square shape. In the intersecting portion J, a reinforcing plate D2 in one direction and a reinforcing plate D2 in a direction substantially perpendicular to the reinforcing plate D2 are vertically stacked. That is, at the intersection, the two reinforcing plates D2 are overlapped, and the reinforcing plates D2 are arranged in a double manner.

図11に実施例3に係る断面図を示した。実施例3は固定板Eを用いずに補強板D3で防水シートCを固定する点において、実施例1、2と異なっている。
金属系の折板屋根下地A1の上に断熱材Bが敷設され、その上に帯状で長さ2m、厚み0.4mm、ステンレス製の補強板D3が配置されている。この補強板D3の上から補強板固定材Fである固定用ビスF1が折板屋根下地A1に打ち込まれている。そして、断熱材Bと補強板D3を覆うようにポリ塩化ビニル樹脂製防水シートC1が敷設されている。ここで、補強板D3の上面にはポリ塩化ビニル樹脂組成物からなる接着層が設けられており、誘導加熱装置で加熱することで補強板D3の接着層とポリ塩化ビニル樹脂製防水シートC1とを熱融着することでポリ塩化ビニル樹脂製防水シートC1が固定されている。
FIG. 11 is a sectional view according to Example 3. The third embodiment is different from the first and second embodiments in that the waterproof sheet C is fixed by the reinforcing plate D3 without using the fixing plate E.
A heat insulating material B is laid on a metal folded-plate roof base A1, and a reinforcing plate D3 made of stainless steel and having a strip shape of 2 m in length and 0.4 mm in thickness is disposed thereon. A fixing screw F1, which is a reinforcing plate fixing material F, is driven into the folded plate roof base A1 from above the reinforcing plate D3. A waterproof sheet C1 made of polyvinyl chloride resin is laid so as to cover the heat insulating material B and the reinforcing plate D3. Here, an adhesive layer made of a polyvinyl chloride resin composition is provided on the upper surface of the reinforcing plate D3, and the adhesive layer of the reinforcing plate D3 and the waterproof sheet C1 made of polyvinyl chloride resin are heated by an induction heating device. The waterproof sheet C1 made of polyvinyl chloride resin is fixed by heat-sealing.

A 防水下地
B 断熱材
C 防水シート
D 補強板
1 本体
2 貫通孔
3 緩衝帯
E 固定板
F 補強板固定材
G 締結具
A Waterproof base B Heat insulation material C Waterproof sheet D Reinforcement plate 1 Body 2 Through hole 3 Buffer band E Fixing plate F Reinforcement plate fixing material G Fastener

Claims (5)

防水下地の上に敷設される断熱材と、
前記断熱材の一部を被覆するように前記断熱材の上に配置される補強板と、
前記補強板を前記防水下地に固定するための補強板固定材と、
前記断熱材を覆う防水シートとを備え、
前記防水シートは前記補強板に連結されており、前記補強板の熱膨張係数が100(×10−6/K)以下である防水シート固定構造。
A heat insulating material laid on a waterproof base;
A reinforcing plate disposed on the heat insulating material so as to cover a part of the heat insulating material;
A reinforcing plate fixing material for fixing the reinforcing plate to the waterproof base;
A waterproof sheet covering the heat insulating material,
The waterproof sheet fixing structure, wherein the waterproof sheet is connected to the reinforcing plate, and the thermal expansion coefficient of the reinforcing plate is 100 (× 10 −6 / K) or less.
前記補強板には前記補強板固定材が貫通される貫通孔が複数設けられている請求項1に記載の防水シート固定構造。 The waterproof sheet fixing structure according to claim 1, wherein the reinforcing plate is provided with a plurality of through holes through which the reinforcing plate fixing material passes. 前記貫通孔の径が前記補強板固定具の径よりも大きく形成されている、請求項2に記載の防水シート固定構造。 The waterproof sheet fixing structure according to claim 2, wherein a diameter of the through hole is formed larger than a diameter of the reinforcing plate fixture. 前記補強板により前記防水シートが固定されている請求項1から請求項3のいずれか1項に記載の防水シート固定構造。 The waterproof sheet fixing structure according to any one of claims 1 to 3, wherein the waterproof sheet is fixed by the reinforcing plate. 前記補強板の上に配置された固定板をさらに備え、
前記固定板により前記防水シートが固定されている請求項1から請求項3のいずれか1項に記載の防水シート固定構造。
A fixing plate disposed on the reinforcing plate;
The waterproof sheet fixing structure according to any one of claims 1 to 3, wherein the waterproof sheet is fixed by the fixing plate.
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Citations (7)

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JPS60184157A (en) * 1984-03-02 1985-09-19 筒中シ−ト防水株式会社 Waterproof construction of land roof
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JP2007063750A (en) * 2005-08-29 2007-03-15 Tsutsunaka Plast Ind Co Ltd Water-proof sheet fixing structure as well as fixing plate and fixture to be used for the same
JP2010048043A (en) * 2008-08-25 2010-03-04 Takenaka Komuten Co Ltd Waterproof sheet fixing structure, and waterproof sheet fixing method
JP2010185178A (en) * 2009-02-10 2010-08-26 Lonseal Corp Outside heat insulating and waterproof structure
JP2013133612A (en) * 2011-12-26 2013-07-08 S.B. Sheet Waterproof System Co Ltd Fixture and waterproof structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60184157A (en) * 1984-03-02 1985-09-19 筒中シ−ト防水株式会社 Waterproof construction of land roof
US4885887A (en) * 1988-05-09 1989-12-12 Gencorp Inc. Apparatus and method for securing an outer roofing membrane to an insulated roof deck
JPH0254053A (en) * 1988-08-16 1990-02-23 Tajima Roofing Co Ltd Insulating and water-proofing work
JP2007063750A (en) * 2005-08-29 2007-03-15 Tsutsunaka Plast Ind Co Ltd Water-proof sheet fixing structure as well as fixing plate and fixture to be used for the same
JP2010048043A (en) * 2008-08-25 2010-03-04 Takenaka Komuten Co Ltd Waterproof sheet fixing structure, and waterproof sheet fixing method
JP2010185178A (en) * 2009-02-10 2010-08-26 Lonseal Corp Outside heat insulating and waterproof structure
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