JP2013155529A - Heat insulating construction method for building, and heat insulated structure - Google Patents

Heat insulating construction method for building, and heat insulated structure Download PDF

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JP2013155529A
JP2013155529A JP2012017043A JP2012017043A JP2013155529A JP 2013155529 A JP2013155529 A JP 2013155529A JP 2012017043 A JP2012017043 A JP 2012017043A JP 2012017043 A JP2012017043 A JP 2012017043A JP 2013155529 A JP2013155529 A JP 2013155529A
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heat insulating
plate
insulating material
building
sheet material
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Makoto Machida
誠 町田
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Sekisui Kasei Co Ltd
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Sekisui Plastics Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To reliably and stably insert a plate-like heat insulating material, which is made of a synthetic foamed resin, between structural materials by easier construction, in a heat insulating construction method for a building which does not use a metal fitting for fall prevention.SOLUTION: An elastic sheet material 6 is arranged in such a manner as to cross all structural materials 2 and 5 positioned in a section to arrange a plate-like heat insulating material 10 made of a synthetic foamed resin, and fastened to the structural materials 2 and 5. After that, the plate-like heat insulating material 10 made of the synthetic foamed resin is pushed in between the adjacent structural materials 2 and 5 from the top of the fastened elastic sheet material 6.

Description

本発明は、合成発泡樹脂製の板状断熱材を建築物の構造材間へ配置するようにした建築物への断熱施工方法と、該断熱施工方法によって施工された建築物の断熱構造に関する。   The present invention relates to a heat insulation construction method for a building in which a plate-like heat insulating material made of synthetic foam resin is arranged between structural materials of a building, and a heat insulation structure of a building constructed by the heat insulation construction method.

木造建築物の構造材間に合成発泡樹脂製の板状断熱材を挿入配置して断熱構造とすることは知られている。板状断熱材を挿入配置する構造材は、床根太や大引の場合もあり、垂木の場合もある。いずれの場合も、挿入した板状断熱材が落下するのを防止するために、落下防止用の金具を構造材に取り付け、その金具により裏面側が支持されるようにして合成発泡樹脂製の板状断熱材を構造材間に挿入するようにしている。このような断熱施工において、落下防止用の金具を構造材に取り付ける作業は大きな作業量となっている。   It is known that a plate-shaped heat insulating material made of synthetic foam resin is inserted and arranged between structural materials of a wooden building to form a heat insulating structure. The structural material in which the plate-like heat insulating material is inserted and arranged may be floor joists, large pulls, or rafters. In any case, in order to prevent the inserted plate-shaped heat insulating material from falling, a metal fitting for prevention of dropping is attached to the structural material, and the back side is supported by the metal fitting, and the plate shape made of synthetic foam resin A heat insulating material is inserted between the structural materials. In such heat insulation construction, the work of attaching the metal fitting for fall prevention to the structural material is a large work amount.

落下防止用の金具を用いない断熱施工方法として、隣り合う複数枚の板状断熱材単体の各間に、可撓性および延伸性を有する所定幅の吊り材を掛け渡し、この各吊り材を建物の構造材に引っ掛けた状態とし、吊り材を延伸させながら板状断熱材単体を構造材間に挿入するようにした断熱施工方法が特許文献1に記載されている。また、特許文献2には、複数枚の板状断熱材を、板状断熱材に形成された切込部に可動状態で通された吊り材によって一体化し、板状断熱材間に位置している吊り材を建物の構造材に引っ掛けた状態として、板状断熱材単体を構造材間に挿入するようにした断熱施工方法が記載されている。   As a heat insulation construction method that does not use a metal fitting for drop prevention, a suspension material of a predetermined width having flexibility and stretchability is passed between each of a plurality of adjacent plate-like insulation materials, and each suspension material is Patent Document 1 describes a heat insulation construction method in which a plate-shaped heat insulating material is inserted between structural materials while being hung on a structural material of a building and extending a suspension material. Further, in Patent Document 2, a plurality of plate-like heat insulating materials are integrated by a suspension member that is passed through a notch formed in the plate-like heat insulating material in a movable state, and located between the plate-like heat insulating materials. There is described a heat insulation construction method in which a single plate-like heat insulating material is inserted between structural materials in a state where a suspended material is hooked on a structural material of a building.

特開平2−43435号公報Japanese Patent Laid-Open No. 2-43435 特開2005−42302号公報JP 2005-42302 A

前記した吊り材を用いる断熱施工方法は、落下防止用の金具を構造材に取り付ける作業を要しないので、断熱施工をある程度は容易化できかつ簡素化できるものと考えられる。しかし、板状断熱材に吊り材を取り付ける作業を多数枚の板状断熱材にそれぞれ行う必要があり、その作業量は大きい。また、建築物によって断面寸法の異なる構造材が用いられる場合があるが、特許文献1に記載の断熱施工方法では、構造材の断面寸法に応じて幅の異なる吊り材を用意して板状断熱材に掛け渡すことが必要となる。さらに、吊り材が板状断熱材に接着されている領域では吊り材の延伸は生じないので、延伸は板状断熱材に貼り合わされていない領域に局所的に生じることとなり、延伸による破断が生じないように十分な注意を払う必要がある。   The heat insulation construction method using the above-described suspension material does not require the work of attaching the metal fitting for fall prevention to the structural material, so it is considered that the heat insulation construction can be facilitated and simplified to some extent. However, it is necessary to perform the work of attaching the suspension material to the plate-like heat insulating material on each of the plate-like heat insulating materials, and the work amount is large. In addition, structural materials having different cross-sectional dimensions may be used depending on the building. However, in the heat insulation construction method described in Patent Document 1, suspension materials having different widths are prepared according to the cross-sectional dimensions of the structural material, and plate-like heat insulation is provided. It is necessary to hang it on the material. Furthermore, since the suspension material does not stretch in the region where the suspension material is bonded to the plate-shaped heat insulating material, the stretching occurs locally in the region that is not bonded to the plate-shaped heat insulation material, resulting in breakage due to stretching. You need to be careful enough not to.

また、板状断熱材は平行に配列された構造材間に挿入しなければならないが、特許文献2に記載の断熱施工方法では、吊り材が板状断熱材の切込部で移動しやすく、吊り材を切込部に挿入させつつ板状断熱材が平行に配列されるように調整しながら構造材間に挿入しなければならず、施工が煩雑になるのを避けられない。   Further, the plate-like heat insulating material must be inserted between the structural materials arranged in parallel, but in the heat insulation construction method described in Patent Document 2, the suspension material is easy to move at the cut portion of the plate-like heat insulating material, It is inevitable that the construction is complicated because the suspension is inserted between the structural members while being adjusted so that the plate-like heat insulating materials are arranged in parallel while being inserted into the cut portion.

本発明は、上記の事情に鑑みてなされたものであり、落下防止用の金具を用いない建築物への断熱施工方法において、より簡単な施工でもって、確実かつ安定的に構造材間に合成発泡樹脂製の板状断熱材を挿入できるようにした、建造物への断熱施工方法と建築物の断熱構造を開示することを課題とする。   The present invention has been made in view of the above circumstances, and in a heat insulation construction method for a building that does not use a metal fitting for preventing a fall, it can be reliably and stably synthesized between structural materials by simpler construction. It is an object of the present invention to disclose a heat insulation construction method for a building and a heat insulating structure of the building, which can insert a plate-shaped heat insulating material made of foamed resin.

本発明による建造物への断熱施工方法は、合成発泡樹脂製の板状断熱材を構造材間へ配置する建造物への断熱施工方法であって、前記合成発泡樹脂製の板状断熱材を配置すべき区画に位置する構造材の全部を横断するようにして伸縮性のあるシート材料を配置する工程と、前記配置した伸縮性のあるシート材料を少なくとも前記区画の両側縁に位置する構造材に対して一体に留め付ける工程と、前記留め付けた伸縮性のあるシート材料の上から隣接する構造材間に前記合成発泡樹脂製の板状断熱材を押し込む工程と、を少なくとも含むことを特徴とする。   A heat insulating construction method for a building according to the present invention is a heat insulating construction method for a building in which a plate-like heat insulating material made of synthetic foam resin is arranged between structural materials, and the plate-like heat insulating material made of synthetic foam resin A step of arranging a stretchable sheet material so as to traverse all of the structural material positioned in the section to be disposed; and a structural material positioned at least on both side edges of the section of the disposed stretchable sheet material. And a step of pushing the plate-shaped heat insulating material made of the synthetic foam resin between adjacent structural members from above the clamped elastic sheet material. And

また、本発明による建築物の断熱構造は、合成発泡樹脂製の板状断熱材が構造材間へ配置されてなる建築物の断熱構造であって、前記合成発泡樹脂製の板状断熱材が配置される区画に位置する構造材の全部を横断しておりかつ少なくとも前記区画の両側縁に位置する構造材に対して一体に留め付けられている伸縮性のあるシート材料と、前記留め付けた伸縮性のあるシート材料の上から押し込むことで隣接する構造材間に挿入された前記合成発泡樹脂製の板状断熱材と、を少なくとも備えることを特徴とする。   Further, the heat insulating structure of a building according to the present invention is a heat insulating structure of a building in which a synthetic foam resin-made plate-like heat insulating material is disposed between structural materials, and the synthetic foamed resin-made plate-like heat insulating material is A stretchable sheet material that traverses all of the structural material located in the compartment to be disposed and is fastened integrally to the structural material located at least on both side edges of the compartment; It comprises at least the plate-like heat insulating material made of the synthetic foamed resin inserted between adjacent structural members by being pushed in from above the stretchable sheet material.

本発明では、断熱施工を行うとする区画内に構造材の上から構造材を利用して伸縮性のあるシート材料を留め付けた後、その上から、合成発泡樹脂製の板状断熱材を隣接する構造材の間に上から押し付けながら挿入していけばよく、作業は極めて容易である。挿入後はシート材料が吊り材として機能するので、施工後にシート材料が落下することはない。   In the present invention, after fixing the stretchable sheet material using the structural material from the top of the structural material in the compartment where the thermal insulation work is to be performed, the plate-shaped heat insulating material made of synthetic foam resin is formed thereon. What is necessary is just to insert between adjacent structural materials, pressing from the top, and work is very easy. After insertion, the sheet material functions as a suspension material, so that the sheet material does not fall after construction.

板状断熱材の上からの押し込みにより伸縮性のあるシート材料は次第に延伸していき、その延伸によって板状断熱材は所定の位置まで挿入されるが、板状断熱材とシート材料とは非接着状態にあるので、前記延伸はシート材料のほぼ全域で進行することとなり、局所的な延伸が生じるのを回避できる。それにより、板状断熱材の安定した挿入が進行する。   The sheet material with elasticity is gradually stretched by being pushed from above the plate-like heat insulating material, and the plate-like heat insulating material is inserted to a predetermined position by the drawing, but the plate-like heat insulating material and the sheet material are not Since it is in an adhesive state, the stretching proceeds almost throughout the sheet material, and local stretching can be avoided. Thereby, the stable insertion of the plate-shaped heat insulating material proceeds.

本発明において、板状断熱材を配置すべき区画に位置する構造材の全部を横断するようにして配置した伸縮性のあるシート材料は、少なくとも前記区画の両側縁に位置する構造材に対して一体に留め付けられていれば、所期の目的を達成することができる。複数本ある構造材間に板状断熱材を挿入するときの位置と順番とにより、シート材料の延伸に偏りが生じる場合がある。それを回避するために、すべての構造材に対してシート材料を留め付けることは好ましい態様である。1本おきあるいは2本おきのように、間隔をおいて留め付けるようにしてもよい。   In the present invention, the stretchable sheet material disposed so as to traverse all of the structural material located in the section where the plate-like heat insulating material is to be disposed is at least relative to the structural material located on both side edges of the section. If they are fastened together, the intended purpose can be achieved. Depending on the position and order in which the plate-like heat insulating material is inserted between a plurality of structural materials, there may be a bias in the stretching of the sheet material. In order to avoid this, it is a preferred embodiment to fasten the sheet material to all structural materials. It may be fastened at intervals such as every other line or every other line.

本発明において、前記伸縮性のあるシート材料として、引張破断時の伸び率P(%)が次式(1)で演算されるP1(%)以上のものを用いることが好ましい。
式(1):P1(%)=(L+d×2)/L×100
ただし、L:隣接する構造材の中心間の距離、d:板状断熱材の厚さ。
In the present invention, as the sheet material having elasticity, it is preferable to use a sheet material having an elongation rate P (%) at the time of tensile fracture of P1 (%) or more calculated by the following formula (1).
Formula (1): P1 (%) = (L + d × 2) / L × 100
However, L: The distance between the centers of adjacent structural materials, d: The thickness of a plate-shaped heat insulating material.

引張破断時の伸び率が上記条件に満たないものを用いると、シート材料に局所的な破断が生じるか、合成発泡樹脂製の板状断熱材に破壊が生じる恐れがあり、好ましくない。   If the elongation at the time of tensile rupture does not satisfy the above conditions, there is a possibility that the sheet material may be locally broken or the plate-like heat insulating material made of synthetic foam resin may be broken.

より好ましくは、前記伸縮性のあるシート材料として、引張破断時の伸び率P(%)が前記P1(%)以上であり次式(2)で演算されるP2(%)以下のものを用いる。
式(2):P2=(L+d×2+h×2)/L×100
ただし、L:隣接する構造材の中心間の距離、h:構造材の高さ、d:板状断熱材の厚さ。
More preferably, as the stretchable sheet material, one having an elongation rate P (%) at the time of tensile fracture of not less than P1 (%) and not more than P2 (%) calculated by the following formula (2) is used. .
Formula (2): P2 = (L + d × 2 + h × 2) / L × 100
Where L: distance between the centers of adjacent structural materials, h: height of the structural material, d: thickness of the plate-like heat insulating material.

この条件を満足する引張破断時の伸び率を持つシート材料を用いることにより、厚さの異なる板状断熱材を用いる場合であっても、比較的容易に、すなわち格別の注意を払わずに上から押し込むことによって、板状断熱材を所定の位置、例えば構造材の表面と面一になった位置に確実に挿入することができるようになる。   By using a sheet material having an elongation at the time of tensile fracture that satisfies this condition, even when using plate-like heat insulating materials having different thicknesses, it is relatively easy, i.e., without paying special attention. The plate-like heat insulating material can be reliably inserted into a predetermined position, for example, a position flush with the surface of the structural material.

本発明において、合成発泡樹脂製の板状断熱材には、従来の建造物への断熱施工方法で用いられているものをそのまま用いることができる。一例として、ポリスチレン系発泡樹脂の板状断熱材が挙げられる。発泡倍率や圧縮強度などの物性値も従来と同様であってよい。一例として、5N/cmの圧縮強度を持つ合成発泡樹脂製の板状断熱材が挙げられる。 In this invention, what is used by the heat insulation construction method to the conventional building can be used as it is for the plate-shaped heat insulating material made from a synthetic foam resin. As an example, a plate-like heat insulating material of polystyrene-based foamed resin can be mentioned. The physical property values such as the expansion ratio and the compressive strength may be the same as the conventional one. As an example, a plate-like heat insulating material made of a synthetic foam resin having a compressive strength of 5 N / cm 2 can be mentioned.

本発明において、伸縮性のあるシート材料には、合成発泡樹脂製の板状断熱材が所定の位置、例えば構造材の表面と面一になった位置まで沈み込むことができるだけの伸びを示す材料を適宜用いることができる。例として、不織布、伸縮性のある織布、天然ゴム、人工ゴム、樹脂シートなどが挙げられる。樹脂シートの例としては、ポリオレフィン系樹脂シート、ポリ塩化ビニル系樹脂シート、ポリウレタン系樹脂シート等が挙げられる。中でも、前記合成発泡樹脂製の板状断熱材としてポリスチレン系発泡樹脂の板状断熱材を用い、前記伸縮性のあるシート材料としてポリオレフィン系樹脂シート材料またはポリ塩化ビニル系樹脂シート材料を用いることは、板状断熱材とシート材料とが接着しづらく、それによりシート材料が延伸し易くなることから、好ましい組み合わせとなる。   In the present invention, the stretchable sheet material is a material exhibiting an elongation that allows the plate-like heat insulating material made of synthetic foam resin to sink to a predetermined position, for example, a position flush with the surface of the structural material. Can be used as appropriate. Examples include non-woven fabrics, elastic woven fabrics, natural rubber, artificial rubber, and resin sheets. Examples of the resin sheet include a polyolefin resin sheet, a polyvinyl chloride resin sheet, a polyurethane resin sheet, and the like. Among them, it is possible to use a polystyrene type foam resin plate-like heat insulating material as the synthetic foam resin plate-like heat insulating material, and use a polyolefin resin sheet material or a polyvinyl chloride resin sheet material as the stretchable sheet material. Since the plate-like heat insulating material and the sheet material are difficult to adhere to each other, and the sheet material is easily stretched, this is a preferable combination.

本発明において、伸縮性のあるシート材料の幅、すなわち構造材を横断するようにして配置したときの構造材の長手方向での幅は任意であり、制限はない。構造材間に挿入する板状断熱材の全長にわたる幅を持つものであってもよい。この場合には、合成発泡樹脂製の板状断熱材の全面をシート材料が覆うこととなり、板状断熱材に対する防湿効果をも奏するようになる。しかし、延伸すべき面積が大きくなるので、板状断熱材を所定位置まで押し下げるのに大きな力が必要となる。好ましくは、20〜200mm程度の幅であるシート材料を用いる。20mmよりも幅の狭いシート材料を用いると、押し下げ時にシート材料が板状断熱材に食い込んでしまう恐れがある。200mmを超える幅のシート材料を用いると、押し下げに大きな力が必要となり、作業性が低下する恐れがある。どの程度の幅のシート材料を用いるかは、用いる板状断熱材の圧縮強度とシート材料を延伸するのに必要となる力の大きさとを考慮し、作業のし易さの観点から、適宜選択すればよい。   In the present invention, the width of the stretchable sheet material, that is, the width in the longitudinal direction of the structural material when arranged so as to cross the structural material is arbitrary and is not limited. It may have a width over the entire length of the plate-like heat insulating material inserted between the structural materials. In this case, the sheet material covers the entire surface of the plate-like heat insulating material made of synthetic foamed resin, and the moisture-proof effect on the plate-like heat insulating material is also exhibited. However, since the area to be stretched becomes large, a large force is required to push down the plate-like heat insulating material to a predetermined position. Preferably, a sheet material having a width of about 20 to 200 mm is used. When a sheet material having a width smaller than 20 mm is used, the sheet material may bite into the plate-shaped heat insulating material when pressed down. When a sheet material having a width exceeding 200 mm is used, a large force is required for pressing, and workability may be reduced. The width of the sheet material to be used is appropriately selected from the viewpoint of ease of work in consideration of the compressive strength of the plate-like heat insulating material used and the amount of force required to stretch the sheet material. do it.

本発明において、合成発泡樹脂製の板状断熱材の断面形状は矩形状であってもよいが、底面の幅寸法が上面の幅寸法よりも小さくなっている断面形状のものがより好ましい。この形態の合成発泡樹脂製の板状断熱材を用いる場合には、構造材間への板状断熱材の押し込みが円滑になると共に、シート材料が局所的に延伸するのを阻止することができる。   In the present invention, the cross-sectional shape of the synthetic foamed resin plate-like heat insulating material may be rectangular, but a cross-sectional shape in which the width of the bottom surface is smaller than the width of the top surface is more preferable. When using the plate-shaped heat insulating material made of synthetic foam resin in this form, the plate-shaped heat insulating material can be smoothly pushed between the structural materials, and the sheet material can be prevented from stretching locally. .

本発明によれば、落下防止用の金具を用いない建築物への断熱施工方法において、より簡単な施工でもって、確実かつ安定的に構造材間に合成発泡樹脂製の板状断熱材を挿入することが可能となり、安定した構造の断熱構造を容易に得ることができる。   According to the present invention, in a heat insulation construction method for a building that does not use a metal fitting for preventing fall, a plate-like heat insulation material made of synthetic foam resin is reliably and stably inserted between structural materials with simpler construction. Therefore, a heat insulating structure having a stable structure can be easily obtained.

本発明による建造物への断熱施工方法を木造建築物の大引間に適用する場合において、伸縮性のあるシート材料を大引に留め付けた状態を示す斜視図。The perspective view which shows the state which fastened the sheet | seat material with elasticity in the case where the heat insulation construction method to the building by this invention is applied between the large draws of a wooden building. 本発明による建造物への断熱施工方法を木造建築物の大引間に適用する場合での施工手順を示す断面図。Sectional drawing which shows the construction procedure in the case of applying the heat insulation construction method to the building by this invention between the big draws of a wooden building. 合成発泡樹脂製の板状断熱材の一例を示す断面図。Sectional drawing which shows an example of the plate-shaped heat insulating material made from a synthetic foam resin.

以下、本発明を実施の形態に基づき説明する。なお、以下では本発明による建造物への断熱施工方法を、木造建築物の土台および大引を構造材として適用する場合を例として説明するが、構造材はこれに限らず、床根太や垂木などであってもよい。   Hereinafter, the present invention will be described based on embodiments. In the following, the heat insulation construction method for a building according to the present invention will be described as an example in which the base of a wooden building and a large fork are applied as a structural material. However, the structural material is not limited thereto, and floor joists and rafters are used. It may be.

図1において、1はコンクリートによる布基礎であり、その上に角材からなる土台2が固定されている。土台2には柱3や間柱4が立設されるとともに、対向する土台2、2の間にやはり角材である適数の大引5が取り付けられている。図2に示すように、土台2と大引5は横幅w、高さhの角材であり、土台2と大引5の中心間の距離および大引5、5の中心間の距離Lは、すべて等しくされている。   In FIG. 1, 1 is a cloth foundation made of concrete, on which a base 2 made of square wood is fixed. A pillar 3 and a stud 4 are erected on the base 2, and an appropriate number of large pulls 5 that are also square members are attached between the opposing bases 2 and 2. As shown in FIG. 2, the base 2 and the large pull 5 are square members having a width w and a height h, and the distance between the centers of the base 2 and the large pull 5 and the distance L between the centers of the large pulls 5 and 5 are All are equal.

土台2で囲まれる区画が断熱施工される領域であり、当該区画に位置する構造材(土台2と大引5)の全部を横断するようにして、伸縮性のあるシート材料6が大引5に直交するようにして配置されている。シート材料6は、大引5の長手方向に所定の間隔をおいて適数(図ではその2本が示される)だけ配置されており、各シート材料6は、ステープル7によって、前記区画の両側縁に位置する構造材(土台2、2)および2本の大引5に一体に留め付けられている。2本の大引5に対するステープル7による固定は省略することもできる。   The section surrounded by the base 2 is a region to be insulated, and the stretchable sheet material 6 is used as the large section 5 so as to cross all of the structural materials (the base 2 and the large section 5) located in the section. It is arranged so as to be orthogonal to. An appropriate number (two of which are shown in the figure) of the sheet material 6 is arranged at a predetermined interval in the longitudinal direction of the drawing 5, and each sheet material 6 is placed on both sides of the section by staples 7. It is fastened to the structural material (bases 2 and 2) and the two large forks 5 located at the edge. Fixing by two staples 5 to the staples 7 can be omitted.

この例で、伸縮性のあるシート材料6は、幅が5cm程度のポリオレフィン系樹脂シートであり、厚みは0.03mm程度である。そして、伸縮性のあるシート材料6は、引張により破断するまでに所定量だけ延伸可能である。   In this example, the stretchable sheet material 6 is a polyolefin resin sheet having a width of about 5 cm and a thickness of about 0.03 mm. The stretchable sheet material 6 can be stretched by a predetermined amount before being broken by tension.

図1に示すようにしてシート材料6が構造材に対して留め付けられた区画内に、合成発泡樹脂製の板状断熱材10を配置して、床断熱構造とする。用いる板状断熱材10は、この例で、圧縮強度が5N/cm以上の矩形状をなすポリスチレン系発泡樹脂の板状断熱材であり、図3に示すように、その底面の幅aは、隣接する土台2と大引5あるいは大引5と大引5の間の距離x(=L−w)より狭く、上面の幅bは前記距離xより広い。そして、上面側には長手方向に沿うようにして、2本のV溝c、cが形成されている。なお、この形態の断熱材は既に知られており、特開平10−110483号公報等に記載されている。 As shown in FIG. 1, a plate-like heat insulating material 10 made of synthetic foamed resin is disposed in a section where the sheet material 6 is fastened to the structural material to form a floor heat insulating structure. In this example, the plate-like heat insulating material 10 to be used is a plate-like heat insulating material made of polystyrene-based foamed resin having a rectangular shape with a compressive strength of 5 N / cm 2 or more. As shown in FIG. The distance between the adjacent base 2 and the large drawing 5 or the distance x (= L−w) between the large drawing 5 and the large drawing 5 is narrower, and the width b of the upper surface is larger than the distance x. Two V grooves c and c are formed on the upper surface side along the longitudinal direction. In addition, the heat insulating material of this form is already known, and is described in Japanese Patent Application Laid-Open No. 10-110483.

前記板状断熱材10を構造材間に前記したシート材料6の上から圧入する。すなわち、図2(a)(b)に示すように、一方の土台2とそれに隣接する大引5の間と、大引5と大引5の間と、大引5と他方の土台2との間に、それぞれ板状断熱材10を置き、上から押し付ける。それにより、板状断熱材10は次第に構造材の間に下降していくが、その下降と同時に構造材間に留め付けられたシート材料6も次第に延伸していく。所定の位置に達したとき、通常は板状断熱材10の上面と構造材である土台2および大引5の上面とが面一となったときに、作業者は板状断熱材10に対する押し下げ作業を停止する。   The plate-like heat insulating material 10 is press-fitted from above the sheet material 6 between the structural materials. That is, as shown in FIGS. 2 (a) and 2 (b), between one base 2 and the adjacent large pull 5, between the large pull 5 and the large pull 5, the large pull 5 and the other base 2 In between, the plate-like heat insulating material 10 is placed and pressed from above. Thereby, the plate-like heat insulating material 10 gradually descends between the structural materials, but simultaneously with the descending, the sheet material 6 fastened between the structural materials also gradually stretches. When a predetermined position is reached, the operator usually pushes down the plate-shaped heat insulating material 10 when the upper surface of the plate-shaped heat insulating material 10 is flush with the upper surfaces of the base 2 and the structural drawing 5 as structural materials. Stop work.

それにより、図2(c)に示されるように、各板状断熱材10は構造材の表面と面一の状態で構造材間に気密に挿入されたこととなり、床断熱施工は終了する。挿入された各板状断熱材10は、その底面側が延伸状態のシート材料6によって支持された姿勢となっており、該シート材料6が吊り材として機能することで、下方に落下するのも確実に阻止される。   Thereby, as shown in FIG. 2C, each plate-like heat insulating material 10 is airtightly inserted between the structural materials in a state of being flush with the surface of the structural material, and the floor heat insulating construction is completed. Each inserted plate-like heat insulating material 10 has a posture in which the bottom surface side is supported by the stretched sheet material 6, and the sheet material 6 functions as a suspension material, so that it is sure to fall downward. To be blocked.

板状断熱材10の厚さをdとしたときに、前記伸縮性のあるシート材料10の引張破断時の伸び率P(%)が、P1(%)=(L+d×2)/L×100(式1)以上のものを用いることで、上記した板状断熱材10の押し下げ作業を、板状断熱材10に破損を生じさせることなく、容易に行うことができる。さらに、引張破断時の伸び率P(%)が、前記P1(%)以上でありP2=(L+d×2+h×2)/L×100(式2)以下のものを用いることで、押し下げ時に不用意に板状断熱材10が構造材よりも下方にまで落下してしまうのを確実に阻止することができ、かつ容易に安定した状態で構造材間の所定の位置に挿入することができる。   When the thickness of the plate-like heat insulating material 10 is d, the stretch rate P (%) at the time of tensile break of the stretchable sheet material 10 is P1 (%) = (L + d × 2) / L × 100. By using the above (Formula 1), the above-described pressing operation of the plate-shaped heat insulating material 10 can be easily performed without causing the plate-shaped heat insulating material 10 to be damaged. Furthermore, the elongation P (%) at the time of tensile fracture is not less than P1 (%) and P2 = (L + d × 2 + h × 2) / L × 100 (Equation 2) or less. It is possible to reliably prevent the plate-like heat insulating material 10 from dropping down below the structural material, and it can be easily inserted into a predetermined position between the structural materials in a stable state.

次に、本発明者らが実施例として行った実験例の幾つかを説明する。板状断熱材10として積水化成品工業株式会社「ESダンマットネダレス用 厚さ20、90、150、250、300mm(発泡ポリスチレン製)」を用いた。ESダンマットネダレス用の圧縮強さは、JIS A9511(発泡プラスチック保温材)に準拠し測定したところ、8N/cmであった。また、伸縮性のあるシート材料6として司化成工業株式会社「ダイヤストレッチ N50、N75、N100、S100(低密度ポリエチレンシート製)」を用いた。表1、2に示すように、引張破断時の伸び率P(%)は、それぞれ、120%、140%、170%、500%であった。なお、引張破断時の伸び率P(%)は、JIS K6251(加硫ゴム及び熱可塑性ゴム−引裂強さの求め方)に準拠し測定した。引張破断時の伸び率P(%)は、次式で示される値である。
引張破断時の伸び率P(%)=(Ls/L0)×100
ただし、Ls:試験体が切断した時の寸法、L0:試験体初期寸法、である。
Next, some experimental examples conducted by the inventors as examples will be described. Sekisui Plastics Co., Ltd. “ES Dunmat Nedaless Thickness 20, 90, 150, 250, 300 mm (made of polystyrene foam)” was used as the plate-like heat insulating material 10. The compressive strength for ES Danmat Nedaless was 8 N / cm 2 when measured according to JIS A9511 (foamed plastic heat insulating material). Further, as a sheet material 6 having stretchability, “Diastretch N50, N75, N100, S100 (manufactured by low density polyethylene sheet)” was used. As shown in Tables 1 and 2, the elongation percentage P (%) at the time of tensile fracture was 120%, 140%, 170%, and 500%, respectively. The elongation P (%) at the time of tensile fracture was measured in accordance with JIS K6251 (vulcanized rubber and thermoplastic rubber-how to determine tear strength). The elongation P (%) at the time of tensile fracture is a value represented by the following formula.
Elongation rate P (%) at tensile break = (Ls / L0) × 100
However, Ls: dimension when the specimen is cut, and L0: initial dimension of the specimen.

実験は、図1に示した床構造を用いて行った。さらに、各実験番号のものについて、前記したP1=(L+d×2)/L×100(%)とP2=(L+d×2+h×2)/L×100(%)とを演算し、それも表1、2に示した。   The experiment was performed using the floor structure shown in FIG. Further, for each experiment number, the above-described P1 = (L + d × 2) / L × 100 (%) and P2 = (L + d × 2 + h × 2) / L × 100 (%) were calculated, 1 and 2.

Figure 2013155529
Figure 2013155529

Figure 2013155529
Figure 2013155529

なお、断熱板中心部の幅e(mm)は、図3に示した断面形状を持つ断熱板の厚さd方向の中心部の横幅であり、前記した隣接する土台2と大引5あるいは大引5と大引5の間の距離x(=L−w)と等しく、(底面の幅a+上面の幅b)/2にほぼ等しい。   The width e (mm) of the central portion of the heat insulating plate is the horizontal width of the central portion in the thickness d direction of the heat insulating plate having the cross-sectional shape shown in FIG. It is equal to the distance x (= L−w) between the pull 5 and the large pull 5 and is approximately equal to (bottom width a + top surface width b) / 2.

また、表1,2における挿入性の良否において、◎は施工性が好適であることを示し、○はシート材料が延びすぎて施工時の板状断熱材の押し下げに注意を要したことを示している。   In addition, in the insertability in Tables 1 and 2, ◎ indicates that the workability is suitable, and ○ indicates that the sheet material is excessively stretched and attention was required to push down the plate-like heat insulating material during the construction. ing.

[評価]
実験番号1−1では板状断熱材としてESダンマットネダレス用厚さ20mm、実験番号1−2では板状断熱材としてESダンマットネダレス用厚さ90mmを、シート材料としてダイヤストレッチN50が取り付けられた構造材間に手作業で挿入した。実験番号1−1、1−2共に板状断熱材が構造材間で止まり、良好な施工性であった。実験番号2−1ではESダンマットネダレス用厚さ90mm、実験番号2−2ではESダンマットネダレス用厚さ150mmを、ダイヤストレッチN75が取り付けられた構造材間に手作業で挿入した。実験番号2−1、2−2共に板状断熱材が構造材間で止まり、良好な施工性であった。実験番号3−1ではESダンマットネダレス用厚さ250mm、実験番号3−2ではESダンマットネダレス用厚さ300mmを、ダイヤストレッチN100が取り付けられた構造材間に手作業で挿入した。実験番号3−1、3−2共に板状断熱材が構造材間で止まり、良好な施工性であった。
[Evaluation]
In Experiment No. 1-1, a thickness of 20 mm for ES Danmat Nederless as a plate-like heat insulating material, 90 mm in thickness for ES Dunmat Nedarless as a plate-like heat insulating material, and Dia Stretch N50 as a sheet material is attached. Manually inserted between the structural members. In Experiment Nos. 1-1 and 1-2, the plate-like heat insulating material stopped between the structural materials, and the workability was good. In Experiment No. 2-1, a thickness of 90 mm for ES Danmat Nederless, and in Experiment No. 2-2, a thickness of 150 mm for ES Dunmat Nederless was manually inserted between structural members to which Diastretch N75 was attached. In both experiment numbers 2-1 and 2-2, the plate-like heat insulating material stopped between the structural materials, and the workability was good. In Experiment No. 3-1, a thickness of 250 mm for ES Danmat Nederless, and in Experiment No. 3-2, a thickness of 300 mm for ES Danmatt Nedarless was manually inserted between structural members to which Diastretch N100 was attached. In both experiment numbers 3-1 and 3-2, the plate-like heat insulating material stopped between the structural materials, and the workability was good.

実験番号4−1ではESダンマットネダレス用厚さ20mm、実験番号4−2ではESダンマットネダレス用厚さ150mm、実験番号4−3ではESダンマットネダレス用厚さ300mmを、ダイヤストレッチN100が取り付けられた構造材間に手作業で挿入した。実験番号4−1、4−2は、注意深く挿入しないとシート材料が延び過ぎて板状断熱材が構造材間で止まらないおそれがあったが、注意深く挿入することにより板状断熱材を構造材間で止めることができた。実験番号4−3は、板状断熱材が構造材間で止まり、良好な施工性であった。   In Experiment No. 4-1, the thickness of ES Dan Mat Nederless is 20 mm, in Experiment No. 4-2 is 150 mm of thickness for ES Dan Mat Nederless, in Experiment No. 4-3 is 300 mm of thickness for ES Dan Mat Nedarless. Manually inserted between the attached structural materials. In Experiment Nos. 4-1 and 4-2, if the sheet material is not properly inserted, the sheet material may extend too much and the plate-shaped heat insulating material may not stop between the structural materials. I was able to stop in between. In Experiment No. 4-3, the plate-like heat insulating material stopped between the structural materials, and the workability was good.

実験番号5−1ではESダンマットネダレス用厚さ20mm、実験番号5−2ではESダンマットネダレス用厚さ150mm、実験番号5−3ではESダンマットネダレス用厚さ300mmを、ダイヤストレッチS100が取り付けられた構造材間に手作業で挿入した。実験番号5−1、5−2、5−3は、注意深く挿入しないとシート材料が延び過ぎて板状断熱材が構造材間で止まらないおそれがあったが、注意深く挿入することにより板状断熱材を構造材間で止めることができた。   In Experiment No. 5-1, the thickness of ES Dunmat Nederless is 20 mm, in Experiment No. 5-2, the thickness of ES Dan Mat Nederless is 150 mm, in Experiment No. 5-3, the thickness of ES Dunmat Nederless is 300 mm. Manually inserted between the attached structural materials. In Experiment Nos. 5-1, 5-2, and 5-3, if the sheet material is not inserted carefully, the sheet material may extend so much that the plate-shaped heat insulating material may not stop between the structural materials. The material could be stopped between the structural materials.

上記のことから、伸縮性のあるシート材料として、引張破断時の伸び率P(%)がP1(%)=(L+d×2)/L×100(ただし、L:隣接する構造材の中心間の距離、d:板状断熱材の厚さ)のものを用いることが好ましいこと、引張破断時の伸び率P(%)が前記P1(%)以上でありP2=(L+d×2+h×2)/L×100(%)以下のものを用いることがより好ましいことがわかった。   From the above, as an elastic sheet material, the elongation P (%) at the time of tensile fracture is P1 (%) = (L + d × 2) / L × 100 (where L: between the centers of adjacent structural materials) , D: thickness of the plate-like heat insulating material), and the elongation P (%) at the time of tensile fracture is not less than P1 (%), and P2 = (L + d × 2 + h × 2) / L × 100 (%) or less was found to be more preferable.

2,5…土台,大引(構造材)、
6…伸縮性のあるシート材料、
10…合成発泡樹脂製の板状断熱材。
2,5 ... foundation, large drawing (structural material),
6 ... Elastic sheet material,
10: A plate-like heat insulating material made of synthetic foam resin.

Claims (7)

合成発泡樹脂製の板状断熱材を構造材間へ配置する建造物への断熱施工方法であって、
前記合成発泡樹脂製の板状断熱材を配置すべき区画に位置する構造材の全部を横断するようにして伸縮性のあるシート材料を配置する工程と、
前記配置した伸縮性のあるシート材料を少なくとも前記区画の両側縁に位置する構造材に対して一体に留め付ける工程と、
前記留め付けた伸縮性のあるシート材料の上から隣接する構造材間に前記合成発泡樹脂製の板状断熱材を押し込む工程と、
を少なくとも含むことを特徴とする建造物への断熱施工方法。
A heat insulating construction method for a building in which a synthetic insulating resin plate-like heat insulating material is arranged between structural materials,
Placing the stretchable sheet material so as to cross all of the structural material located in the section where the synthetic foam resin plate-like heat insulating material should be placed;
Fastening the arranged stretchable sheet material to at least a structural material located on both side edges of the compartment;
Pushing the plate-like heat insulating material made of the synthetic foamed resin between adjacent structural members from above the fastened elastic sheet material;
A heat insulation construction method for a building, characterized by comprising at least
前記伸縮性のあるシート材料として、引張破断時の伸び率P(%)が次式(1)で演算されるP1(%)以上のものを用いることを特徴とする請求項1に記載の建造物への断熱施工方法。
式(1):P1(%)=(L+d×2)/L×100
ただし、L:隣接する構造材の中心間の距離、d:板状断熱材の厚さ。
The construction according to claim 1, wherein the stretchable sheet material uses a material having an elongation P (%) at the time of tensile fracture equal to or higher than P1 (%) calculated by the following formula (1). Insulation construction method for things.
Formula (1): P1 (%) = (L + d × 2) / L × 100
However, L: The distance between the centers of adjacent structural materials, d: The thickness of a plate-shaped heat insulating material.
前記伸縮性のあるシート材料として、引張破断時の伸び率P(%)が前記P1(%)以上であり次式(2)で演算されるP2(%)以下のものを用いることを特徴とする請求項2に記載の建造物への断熱施工方法。
式(2):P2=(L+d×2+h×2)/L×100
ただし、L:隣接する構造材の中心間の距離、h:構造材の高さ、d:板状断熱材の厚さ。
The stretchable sheet material is characterized in that an elongation P (%) at the time of tensile fracture is not less than P1 (%) and not more than P2 (%) calculated by the following formula (2). The heat insulation construction method to the building of Claim 2 to do.
Formula (2): P2 = (L + d × 2 + h × 2) / L × 100
Where L: distance between the centers of adjacent structural materials, h: height of the structural material, d: thickness of the plate-like heat insulating material.
前記合成発泡樹脂製の板状断熱材としてポリスチレン系発泡樹脂の板状断熱材を用い、前記伸縮性のあるシート材料としてポリオレフィン系樹脂シート材料またはポリ塩化ビニル系樹脂シート材料を用いることを特徴とする請求項1ないし3のいずれか一項に記載の建造物への断熱施工方法。   A plate-like heat insulating material made of polystyrene-based foam resin is used as the plate-like heat insulating material made of synthetic foam resin, and a polyolefin-based resin sheet material or a polyvinyl chloride-based resin sheet material is used as the stretchable sheet material. The heat insulation construction method to the building as described in any one of Claim 1 thru | or 3 to do. 前記構造材が木造建築物における床根太または大引であることを特徴とする請求項1ないし4のいずれか一項に記載の建造物への断熱施工方法。   5. The heat insulation construction method for a building according to any one of claims 1 to 4, wherein the structural material is a floor joist or a large pull in a wooden building. 合成発泡樹脂製の板状断熱材が構造材間へ配置されてなる建築物の断熱構造であって、
前記合成発泡樹脂製の板状断熱材が配置される区画に位置する構造材の全部を横断しておりかつ少なくとも前記区画の両側縁に位置する構造材に対して一体に留め付けられている伸縮性のあるシート材料と、
前記留め付けた伸縮性のあるシート材料の上から押し込むことで隣接する構造材間に挿入された前記合成発泡樹脂製の板状断熱材と、
を少なくとも備えることを特徴とする建築物の断熱構造。
A heat insulating structure of a building in which a plate-like heat insulating material made of synthetic foam resin is arranged between structural materials,
Expansion and contraction that crosses the entire structural material located in the section where the plate-like heat insulating material made of synthetic foam resin is disposed and is integrally fastened to the structural material located at least on both side edges of the compartment A sheet material,
The plate-like heat insulating material made of the synthetic foamed resin inserted between adjacent structural members by pushing from above the fastened elastic sheet material,
A heat insulation structure for a building, characterized by comprising:
前記構造材が木造建築物における床根太または大引であることを特徴とする請求項6に記載の建築物の断熱構造。   The heat insulating structure for a building according to claim 6, wherein the structural material is a floor joist or a large pull in a wooden building.
JP2012017043A 2012-01-30 2012-01-30 Heat insulating construction method for building, and heat insulated structure Pending JP2013155529A (en)

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