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JP3268196B2 - Exterior insulation structure of building - Google Patents
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JP3268196B2 - Exterior insulation structure of building - Google Patents

Exterior insulation structure of building

Info

Publication number
JP3268196B2
JP3268196B2 JP7282096A JP7282096A JP3268196B2 JP 3268196 B2 JP3268196 B2 JP 3268196B2 JP 7282096 A JP7282096 A JP 7282096A JP 7282096 A JP7282096 A JP 7282096A JP 3268196 B2 JP3268196 B2 JP 3268196B2
Authority
JP
Japan
Prior art keywords
heat insulating
foamed plastic
support plate
plate
insulating material
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP7282096A
Other languages
Japanese (ja)
Other versions
JPH09268668A (en
Inventor
宏幸 吉田
秀夫 清水
潔 白川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nichiha Corp
Nippon Steel Corp
Original Assignee
Nichiha Corp
Sumitomo Metal Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nichiha Corp, Sumitomo Metal Industries Ltd filed Critical Nichiha Corp
Priority to JP7282096A priority Critical patent/JP3268196B2/en
Publication of JPH09268668A publication Critical patent/JPH09268668A/en
Application granted granted Critical
Publication of JP3268196B2 publication Critical patent/JP3268196B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、下地板材に発泡プ
ラスチック保温材を張り付けて断熱性を向上した建物の
外断熱構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an external heat insulating structure for a building in which a foamed plastic heat insulating material is attached to a base plate to improve heat insulating properties.

【0002】[0002]

【従来の技術】従来より、住宅の外壁の断熱構造とし
て、例えば図6に示す外壁通気構造が知られている。こ
の外壁通気構造は、外壁材11の裏側に通気ボード12
を配置して外壁材11と通気ボード12との間に通気層
13を形成し、この通気層13を流れる空気によって外
壁材11の裏面の湿気を外部に放出して外壁材11の裏
面への結露を防ぐようになっている。そして、通気ボー
ド12と内装材14との間にロックウール等の不燃繊維
で形成した断熱材15を充填することで、外壁の断熱性
を確保するようにしている。
2. Description of the Related Art Conventionally, as an insulation structure for an outer wall of a house, for example, an outer wall ventilation structure shown in FIG. 6 has been known. The outer wall ventilation structure has a ventilation board 12 on the back side of the outer wall material 11.
Is disposed to form a ventilation layer 13 between the outer wall material 11 and the ventilation board 12, and the air flowing through the ventilation layer 13 releases moisture on the back surface of the outer wall material 11 to the outside, so that the air flows to the back surface of the outer wall material 11. It is designed to prevent condensation. Then, a heat insulating material 15 formed of non-combustible fiber such as rock wool is filled between the ventilation board 12 and the interior material 14 so as to ensure heat insulation of the outer wall.

【0003】しかしながら、この外壁通気構造では、外
壁材11と通気ボード12との間の湿気は通気層13を
通して外部に放出されるが、通気ボード12と内装材1
4との間の空間は、断熱性確保のために密閉されている
ため、通気層13を流れる外気によって通気ボード12
が冷やされ続けることで、通気ボード12の内面に結露
が生じてしまい、その結露水が土台16に流れ落ちて土
台16を腐食させる原因となる。しかも、この断熱構造
は、寒冷地では、断熱性が不足する。
However, in this outer wall ventilation structure, the moisture between the outer wall material 11 and the ventilation board 12 is released to the outside through the ventilation layer 13, but the ventilation board 12 and the interior material 1
4 is closed to ensure heat insulation, so that the outside air flowing through the ventilation layer 13 allows the ventilation board 12
When the cooling is continued, dew condensation occurs on the inner surface of the ventilation board 12, and the dewed water flows down to the base 16 and causes the base 16 to corrode. In addition, this heat insulating structure has insufficient heat insulating properties in cold regions.

【0004】そこで、近年、不燃繊維で形成した断熱材
15よりも断熱効果が高い発泡プラスチック板を使用
し、この発泡プラスチック板で建物の外周囲全体を囲む
ことで断熱効果を高めて、内部結露を防止する工法、い
わゆる外断熱工法が提案されている(特開平3−136
39号公報、特開平6−49918号公報参照)。
Therefore, in recent years, a foamed plastic plate having a higher heat insulating effect than the heat insulating material 15 made of non-combustible fiber is used, and the heat insulating effect is enhanced by surrounding the entire outer periphery of the building with the foamed plastic plate, so that the internal condensation is formed. A so-called outer heat insulation method has been proposed to prevent air pollution (Japanese Patent Laid-Open No. 3-136).
39, JP-A-6-49918).

【0005】[0005]

【発明が解決しようとする課題】この外断熱構造では、
柱材と外壁材との間に、外部荷重に対する耐力が比較的
弱い発泡プラスチック板が組み込まれるため、外部荷重
が発泡プラスチック板に加わらないように特殊な外壁材
取付構造を採用している。即ち、特開平3−13639
号公報では、建物躯体の外側に外壁材取付用のハット型
鋼を取り付け、このハット型鋼を挟んで発泡プラスチッ
ク板を張り付けた後、該ハット型鋼に胴縁を取り付け
て、この胴縁に外壁材を取り付ける工法である。また、
特開平6−49918号公報では、柱材の外側に外壁材
取付用の胴縁を取り付け、この胴縁を挟んで発泡プラス
チック板を張り付けた後、該胴縁に外壁材を取り付ける
工法である。
In this external heat insulation structure,
Since a foamed plastic plate having a relatively low strength against an external load is incorporated between the column material and the outer wall material, a special outer wall material mounting structure is adopted so that the external load is not applied to the foamed plastic plate. That is, JP-A-3-13639
In the official gazette, a hat-shaped steel for attaching an outer wall material is attached to the outside of the building frame, a foam plastic plate is attached with the hat-shaped steel sandwiched therebetween, and then a trunk edge is attached to the hat-shaped steel, and an outer wall material is attached to the trunk edge. This is the method of installation. Also,
Japanese Patent Application Laid-Open No. 6-49918 discloses a method in which a body edge for attaching an outer wall material is attached to the outside of a pillar material, a foamed plastic plate is attached across the body edge, and the outer wall material is attached to the body edge.

【0006】しかしながら、これらの工法は、外壁材取
付構造が特殊な構造であるため、外壁材の施工に手間が
かかり、施工性が悪く、施工コストが高くつくという欠
点がある。
However, these construction methods have disadvantages in that since the outer wall material mounting structure is a special structure, it takes a lot of time to construct the outer wall material, the workability is poor, and the construction cost is high.

【0007】本発明はこのような事情を考慮してなされ
たものであり、従ってその目的は、施工性、コスト性を
向上できる建物の外断熱構造を提供することにある。
The present invention has been made in view of such circumstances, and an object of the present invention is to provide an external heat insulating structure of a building that can improve workability and cost.

【0008】[0008]

【課題を解決するための手段】上記目的を達成するため
に、本発明の請求項1の建物の外断熱構造は、建物の躯
体に取り付けられた下地板材に、板状の発泡プラスチッ
ク保温材を張り付け、この発泡プラスチック保温材の表
面側に宛がった留付金具をビスで前記下地板材に固定し
て、該留付金具によって外壁材を取り付けた構造であっ
て、前記発泡プラスチック保温材は、圧縮強度が0.8
kgf/cm2 以上の発泡プラスチックにより形成さ
れ、前記発泡プラスチック保温材と前記留付金具との間
に、面積が25〜150cm2 の高強度支持板が挟み込
まれた構造となっている。
In order to achieve the above object, according to the first aspect of the present invention, there is provided an external heat insulating structure for a building, wherein a plate-like foamed plastic heat insulating material is provided on a base plate attached to a building frame. Attachment, a fastener attached to the surface side of the foamed plastic heat insulating material is fixed to the base plate material with a screw, and an outer wall material is attached by the fastener, and the foamed plastic heat insulating material is , Compressive strength is 0.8
It is formed of a foamed plastic of kgf / cm 2 or more, and has a structure in which a high-strength support plate having an area of 25 to 150 cm 2 is sandwiched between the foamed plastic heat insulating material and the fastener.

【0009】この構造は、発泡プラスチック保温材の
圧縮強度を0.8kgf/cm2 以上とし、且つ発泡
プラスチック保温材と留付金具との間に面積25〜15
0cm2 の高強度支持板を挟み込むことで、従来工法と
同じく、留付金具を用いて外壁材を取り付けるようにし
たものである。この構造では、外壁材に作用する風圧荷
重が留付金具と高強度支持板を介して発泡プラスチック
保温材に作用するが、上記及びの条件により発泡プ
ラスチック保温材の圧縮変形が防止される。
In this structure, the compressive strength of the foamed plastic heat insulating material is 0.8 kgf / cm 2 or more, and the area between the foamed plastic heat insulating material and the fastener is 25 to 15 mm.
By sandwiching a high-strength support plate of 0 cm 2 , the outer wall material is attached using a fastener as in the conventional method. In this structure, the wind pressure acting on the outer wall material acts on the foamed plastic heat insulating material via the fastener and the high-strength support plate, but the above conditions prevent compression deformation of the foamed plastic heat insulating material.

【0010】また、請求項2では、高強度支持板の厚み
によって発泡プラスチック保温材と外壁材との間に通気
用の隙間を形成し、この通気用の隙間を流れる空気によ
って外壁材の裏面の湿気を外部に放出して外壁材の裏面
への結露を防止する。
According to the present invention, a ventilation gap is formed between the foamed plastic heat insulating material and the outer wall material by the thickness of the high-strength support plate, and the air flowing through the ventilation gap forms a back surface of the outer wall material. Releases moisture to the outside to prevent condensation on the back surface of the outer wall material.

【0011】また、請求項3では、高強度支持板に、留
付金具を固定するビスの軸部に差し込まれる切欠溝が下
向きに形成されている。これにより、ビスを下地板材に
緩く締め込んだ状態で、該ビスの軸部に上方から高強度
支持板の切欠溝を差し込むことで、該高強度支持板を発
泡プラスチック保温材と留付金具との間に挟み込むこと
ができる。
According to a third aspect of the present invention, the notch groove to be inserted into the shaft portion of the screw for fixing the fastener is formed on the high-strength support plate so as to face downward. By inserting the notched groove of the high-strength support plate into the shaft of the screw from above while the screw is loosely tightened into the base plate material, the high-strength support plate can be heated with a foamed plastic heat insulating material and a fastener. It can be sandwiched between.

【0012】また、請求項4では、高強度支持板は、硬
質繊維板、プラスチック成形板、金属板のいずれかで形
成されている。これらの材料は、いずれも安価であり、
コスト低減の要求も満たされる。
According to a fourth aspect of the present invention, the high-strength support plate is formed of any one of a hard fiber plate, a plastic molded plate, and a metal plate. All of these materials are inexpensive,
The demand for cost reduction is also satisfied.

【0013】[0013]

【発明の実施の形態】以下、本発明の一実施形態を図1
乃至図4に基づいて説明する。図1及び図3に示すよう
に、建物の躯体を構成する鉄骨製の下地柱21の外側に
は、下地板材22(構造用合板、OSB等)がステンレ
ス製のビス23によって取り付けられている。この下地
板材22の表面には防水紙24が張り付けられ、更にそ
の上から板状の発泡プラスチック保温材25が張り付け
られ、建物の外壁面全体が発泡プラスチック保温材25
で囲まれている。ここで使用する発泡プラスチック保温
材25は、後述する理由により圧縮強度が0.8kgf
/cm2 以上の発泡プラスチック(ビーズ法ポリスチレ
ンフォーム、押出法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)によって形成されて
いる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to FIG.
4 through FIG. As shown in FIGS. 1 and 3, a base plate material 22 (such as a structural plywood or OSB) is attached to the outside of a steel base plate 21 constituting a building frame by a stainless steel screw 23. A waterproof paper 24 is adhered to the surface of the base plate material 22, and a plate-like foamed plastic heat insulating material 25 is further stuck thereon.
Is surrounded by The foamed plastic heat insulating material 25 used here has a compressive strength of 0.8 kgf for the reason described later.
/ Cm 2 or more of foamed plastic (polystyrene foam by bead method, polystyrene foam by extrusion method, rigid urethane foam, phenol foam).

【0014】次に、窯業系の外壁材26の取付構造を図
1及び図2に基づいて説明する。下地板材22に張り付
けられた発泡プラスチック保温材25の表面の所定位置
に、高強度支持板27を介して留付金具28が宛がわ
れ、該留付金具28を固定する例えば1本のステンレス
製のビス29が発泡プラスチック保温材25を貫通して
下地板材22に締め込まれている。上記留付金具28
は、例えばアルミニウムの押出し成形又は金属板の板金
加工により形成され、該留付金具28に形成された係合
片部30に横長の外壁材26の上下端部に形成された実
部を係合することで、外壁材26が発泡プラスチック保
温材25の表面側に留付金具28を介して張り付けられ
る。施工時には、複数の留付金具28が外壁材26の横
方向の接合目地に沿って所定の間隔(0.455m)で
取り付けられる。
Next, the mounting structure of the ceramic outer wall material 26 will be described with reference to FIGS. To a predetermined position on the surface of the foamed plastic heat insulating material 25 adhered to the base plate material 22, a fastener 28 is addressed via a high-strength support plate 27, for example, one stainless steel fixing the fastener 28. Screw 29 penetrates the foamed plastic heat insulating material 25 and is fastened to the base plate 22. The fastener 28
Is formed by, for example, extrusion molding of aluminum or sheet metal processing of a metal plate, and engages a real part formed at the upper and lower ends of the horizontally long outer wall material 26 with an engagement piece 30 formed on the fastener 28. By doing so, the outer wall material 26 is attached to the front surface side of the foamed plastic heat insulating material 25 via the attachment fitting 28. At the time of construction, a plurality of fasteners 28 are attached at predetermined intervals (0.455 m) along the lateral joints of the outer wall material 26.

【0015】一方、高強度支持板27は、硬質繊維板、
プラスチック成形板、金属板のいずれかで形成され、面
積が留付金具28の面積よりも大きく、25〜150c
2となっている。この高強度支持板27には、図4
(a)に示すように、ビス用の切欠溝31が下向きに形
成されている。これにより、ビス29を下地板材22に
緩く締め込んだ状態で、該ビス29の軸部に上方から高
強度支持板27の切欠溝31を差し込むことで、該高強
度支持板27を発泡プラスチック保温材25と留付金具
28との間に挟み込むことができるようになっている。
また、高強度支持板27の厚みを1.0〜20mmに設
定することで、図1に示すように発泡プラスチック保温
材25と外壁材26との間に、上下方向に貫通する通気
用の隙間32を形成し、この通気用の隙間32を流れる
空気によって外壁材26の裏面の湿気を外部に放出し
て、外壁材26の裏面への結露を防止する。
On the other hand, the high-strength support plate 27 is a hard fiber board,
It is formed of any one of a plastic molded plate and a metal plate, and has an area larger than the area of the fastener 28 and 25 to 150 c.
It has become a m 2. The high-strength support plate 27 includes
As shown in (a), a cutout groove 31 for a screw is formed downward. By inserting the cutout groove 31 of the high-strength support plate 27 from above into the shaft of the screw 29 while the screw 29 is loosely tightened into the base plate 22, the high-strength support plate 27 is kept in a foamed plastic insulating material. It can be sandwiched between the material 25 and the fastener 28.
Further, by setting the thickness of the high-strength support plate 27 to 1.0 to 20 mm, a ventilation gap penetrating vertically between the foamed plastic heat insulating material 25 and the outer wall material 26 as shown in FIG. 32 is formed, and moisture flowing on the back surface of the outer wall member 26 is released to the outside by the air flowing through the gap 32 for ventilation, thereby preventing dew condensation on the back surface of the outer wall member 26.

【0016】尚、外壁材26の縦方向の接合目地には、
図1に示すように、裏面側にハットジョイナー33が挟
み込まれ、その表面側からコーキング材34が充填され
ている。
The vertical joints of the outer wall material 26 include:
As shown in FIG. 1, a hat joiner 33 is sandwiched on the back side, and a caulking material 34 is filled from the front side.

【0017】以上のように構成された外断熱構造におい
ては、外壁材26に作用する風圧荷重が留付金具28と
高強度支持板27を介して発泡プラスチック保温材25
に作用する。従って、発泡プラスチック保温材25の圧
縮強度が弱いと、風圧荷重により発泡プラスチック保温
材25が圧縮変形してしまう。また、高強度支持板27
の面積が小さいほど、高強度支持板27から発泡プラス
チック保温材25に加わる単位面積当たりの荷重が大き
くなり、発泡プラスチック保温材25が圧縮変形しやす
くなる。そこで、外断熱構造において要求される発泡プ
ラスチック保温材25の圧縮強度と、高強度支持板27
の面積との関係を以下に考察する。
In the external heat insulating structure configured as described above, the wind pressure acting on the outer wall material 26 is applied to the foamed plastic heat insulating material 25 via the fastener 28 and the high-strength support plate 27.
Act on. Therefore, if the compressive strength of the foamed plastic heat insulating material 25 is weak, the foamed plastic heat insulating material 25 is compressed and deformed by wind pressure load. Also, the high-strength support plate 27
The smaller the area is, the larger the load per unit area applied to the foamed plastic heat insulating material 25 from the high-strength support plate 27, and the more easily the foamed plastic heat insulating material 25 is compressed and deformed. Therefore, the compression strength of the foamed plastic heat insulating material 25 required in the external heat insulation structure and the high strength support plate 27
The relationship with the area is discussed below.

【0018】準耐火、防火構造物の外壁として窯業系の
外壁材26を使用できる高さは、13m以下(3階建以
下)と定められている。一方、外壁材26を取り付ける
留付金具28の間隔は、通常、縦方向、横方向共に0.
455mである。従って、単位面積当たりの留付金具2
8の個数は、4.83個/m2 となる。
The height at which the ceramic outer wall material 26 can be used as the outer wall of the semi-fireproof and fireproof structure is determined to be 13 m or less (three stories or less). On the other hand, the interval between the fasteners 28 for attaching the outer wall material 26 is usually 0.1 mm in both the vertical and horizontal directions.
455 m. Therefore, the fastener 2 per unit area
The number of 8 is 4.83 / m 2 .

【0019】他方、建物の風圧荷重Pは次のようになる
(建築基準法施行令第87条)。
On the other hand, the wind pressure P of the building is as follows (Article 87 of the Ordinance for Enforcement of the Building Standards Act).

【数1】 (Equation 1)

【0020】従って、留付金具28の1個当たりの荷重
は、173÷4.83=35.8kg/個となる。この
場合、長期安全率を3とすると、1個の留付金具28に
加わる風圧荷重は、35.8×3=108kg/個とな
る。
Accordingly, the load per fastener 28 is 173 ÷ 4.83 = 35.8 kg / piece. In this case, if the long-term safety factor is 3, the wind pressure load applied to one fastener 28 is 35.8 × 3 = 108 kg / piece.

【0021】また、発泡プラスチック保温材25は、J
IS A9551で規定されたビーズ法ポリスチレンフ
ォーム保温板、押出法ポリスチレンフォーム保温板、硬
質ウレタンフォーム保温板、フェノールフォーム保温板
によって形成されている。これらの保温板の密度、曲げ
強度、圧縮強度を下記の表1に示す。
The foamed plastic heat insulating material 25 is made of J
It is formed by a bead method polystyrene foam heat insulating plate, an extruded polystyrene foam heat insulating plate, a rigid urethane foam heat insulating plate, and a phenol foam heat insulating plate specified in IS A9551. Table 1 below shows the densities, flexural strengths, and compressive strengths of these heat retaining plates.

【0022】[0022]

【表1】 [Table 1]

【0023】この表1に示された各保温板の圧縮強度か
ら上記風圧荷重(108kg/個)に耐え得る高強度支
持板27の面積を算出すると、下記の表2のようにな
る。
When the area of the high-strength support plate 27 that can withstand the wind pressure load (108 kg / piece) is calculated from the compressive strength of each heat insulating plate shown in Table 1, the following Table 2 is obtained.

【0024】[0024]

【表2】 [Table 2]

【0025】これら表1及び表2から明らかなように、
発泡プラスチック保温材25の圧縮強度が低くなるほ
ど、高強度支持板27の面積を大きくする必要がある。
しかし、高強度支持板27の面積が大きくなり過ぎる
と、施工性が悪くなるばかりか、高強度支持板27の製
造コストが高くなる。従って、施工性とコスト性を確保
するには、高強度支持板27の面積を25〜150cm
2 にする必要がある。この条件を満たすものが上記表2
の評価の欄で「○」で示されている。また、面積25〜
150cm2 の高強度支持板27を用いて、上記風圧荷
重(108kg/個)に耐え得る発泡プラスチック保温
材25の圧縮強度は、0.8kgf/cm2以上であ
る。
As apparent from Tables 1 and 2,
It is necessary to increase the area of the high-strength support plate 27 as the compressive strength of the foamed plastic heat insulating material 25 decreases.
However, if the area of the high-strength support plate 27 is too large, not only does the workability deteriorate, but also the manufacturing cost of the high-strength support plate 27 increases. Therefore, in order to secure workability and cost performance, the area of the high-strength support plate 27 must be 25 to 150 cm.
Need to be 2 . Those satisfying this condition are shown in Table 2 above.
Are indicated by "O" in the column of evaluation. Also, the area 25 ~
The compressive strength of the foamed plastic heat insulating material 25 that can withstand the wind pressure load (108 kg / piece) using the high-strength support plate 27 of 150 cm 2 is 0.8 kgf / cm 2 or more.

【0026】本発明者は、発泡プラスチック保温材25
として硬質ウレタンフォーム保温板の1種2号と1種3
号を用いて加圧テストを行ったので、そのテスト結果を
下記の表3に示す。
The present inventor has proposed a foamed plastic heat insulating material 25.
Type 2 and Type 3 of rigid urethane foam insulation board
Table 3 shows the results of the pressurization test.

【0027】[0027]

【表3】 [Table 3]

【0028】加圧テスト方法は、図5に示すように、基
台41上に合板42を介して硬質ウレタンフォーム保温
板(発泡プラスチック保温材25)のサンプル43をセ
ットし、このサンプル43上に高強度支持板27を載せ
て、その上から加圧機44で108kgの荷重を加え、
クリープ曲線を観察した。
As shown in FIG. 5, a sample 43 of a hard urethane foam heat insulating plate (foamed plastic heat insulating material 25) is set on a base 41 via a plywood 42 as shown in FIG. The high-strength support plate 27 is placed, and a load of 108 kg is applied thereto from above by the press 44,
The creep curve was observed.

【0029】この加圧テストにおいて、サンプルNo.
1,3は、硬質ウレタンフォーム保温板(発泡プラスチ
ック保温材25)のサンプル43に加わる単位面積当た
りの加圧力がJIS圧縮強度よりも小さいため、クリー
プ曲線が弾性比例範囲内であり、風圧荷重に耐え得る。
これに対し、サンプルNo.2,4は、硬質ウレタンフ
ォーム保温板(発泡プラスチック保温材25)のサンプ
ル43に加わる単位面積当たりの加圧力がJIS圧縮強
度よりも大きいため、サンプル43が座屈変形した。従
って、サンプルNo.2,4は、風圧荷重に耐えること
ができない。この加圧テストの結果から、高強度支持板
27の面積を、単位面積当たりの加圧力がJIS圧縮強
度より小さくなるように設定しなければならないことが
分かる。
In this pressurization test, the sample No.
In Nos. 1 and 3, the creep curve is within the elastic proportionality range because the pressing force per unit area applied to the sample 43 of the rigid urethane foam heat insulating plate (foamed plastic heat insulating material 25) is smaller than the JIS compressive strength. I can stand it.
On the other hand, the sample No. In Samples 2 and 4, the pressing force per unit area applied to the sample 43 of the rigid urethane foam heat insulating plate (foamed plastic heat insulating material 25) was larger than the JIS compressive strength, so that the sample 43 buckled. Therefore, the sample No. Nos. 2 and 4 cannot withstand wind pressure loads. From the results of the pressurization test, it is understood that the area of the high-strength support plate 27 must be set so that the pressing force per unit area is smaller than the JIS compressive strength.

【0030】尚、上記実施形態では、高強度支持板27
にビス用の切欠溝31を下向きに形成しているので、ビ
ス29を下地板材22に緩く締め込んだ状態で、該ビス
29の軸部に上方から高強度支持板27の切欠溝31を
差し込むことで、該高強度支持板29を発泡プラスチッ
ク保温材25と留付金具28との間に挟み込むことがで
き、施工性を向上できる利点がある。しかしながら、本
発明は、高強度支持板27にビス29を挿通するビス挿
通孔を形成しても良く、この場合でも、本発明の所期の
目的を十分に達成できる。
In the above embodiment, the high-strength support plate 27 is used.
Since the cutout groove 31 for the screw is formed downward, the cutout groove 31 of the high-strength support plate 27 is inserted into the shaft of the screw 29 from above with the screw 29 loosely tightened into the base plate 22. Thereby, the high-strength support plate 29 can be sandwiched between the foamed plastic heat insulating material 25 and the fastener 28, and there is an advantage that workability can be improved. However, in the present invention, a screw insertion hole for inserting the screw 29 into the high-strength support plate 27 may be formed, and even in this case, the intended object of the present invention can be sufficiently achieved.

【0031】また、上記実施形態では、施工性向上の観
点から1本のビス29で留付金具28を固定するように
したが、2本以上のビス29で留付金具28を固定する
ようにしても良いことは言うまでもない。
In the above embodiment, the fastener 28 is fixed with one screw 29 from the viewpoint of improving workability. However, the fastener 28 is fixed with two or more screws 29. Needless to say, this is acceptable.

【0032】また、上記実施形態では、下地柱21を鉄
骨で構成されているが、これを木材で形成しても良い。
In the above embodiment, the base pillar 21 is made of steel, but it may be made of wood.

【0033】また、上記実施形態では、横長の外壁材2
6の上下両端を留付金具28で係合保持する横張り工法
を採用したが、縦長の外壁材の左右両端を留付金具で係
合保持する縦張り工法を採用しても良い。
In the above embodiment, the horizontally long outer wall material 2
Although the horizontal stretching method in which the upper and lower ends of 6 are engaged and held by the fasteners 28 is employed, a vertical stretching method in which the left and right ends of the vertically long outer wall material are engaged and held by fasteners may be employed.

【0034】[0034]

【発明の効果】以上の説明から明らかなように、本発明
の請求項1の建物の外断熱構造によれば、発泡プラスチ
ック保温材の圧縮強度を0.8kgf/cm2 以上と
し、且つ発泡プラスチック保温材と留付金具との間に面
積25〜150cm2 の高強度支持板を挟み込むように
したので、外断熱構造により断熱性能を高めながら、従
来工法と同じく、留付金具を用いて外壁材を安定的に取
り付けることができて、施工性、コスト性を向上でき
る。
As is apparent from the above description, according to the external heat insulating structure for a building of the first aspect of the present invention, the foamed plastic heat insulating material has a compressive strength of 0.8 kgf / cm 2 or more, and Since the high-strength support plate having an area of 25 to 150 cm 2 is sandwiched between the heat insulating material and the fasteners, the outer wall material is formed using the fasteners in the same manner as the conventional method, while increasing the heat insulation performance by the external heat insulation structure. Can be stably attached, and workability and cost can be improved.

【0035】更に、請求項2では、高強度支持板の厚み
によって発泡プラスチック保温材と外壁材との間に通気
用の隙間を形成したので、この通気用の隙間を流れる空
気によって外壁材の裏面への結露を防止することができ
て、外壁材の耐久性も向上することができる。
Further, according to the second aspect, a gap for ventilation is formed between the foamed plastic heat insulating material and the outer wall material by the thickness of the high-strength support plate, and the air flowing through the gap for ventilation forms a back surface of the outer wall material. It is possible to prevent dew condensation on the outer wall material and to improve the durability of the outer wall material.

【0036】また、請求項3では、高強度支持板にビス
用の切欠溝を下向きに形成したので、留付金具に挿通し
たビスを下地板材に緩く締め込んだ後で、高強度支持板
を発泡プラスチック保温材と留付金具との間に挟み込む
ことができて、施工性を更に向上できる。
According to the third aspect of the present invention, since the notch groove for the screw is formed downward in the high-strength support plate, the screw inserted through the fastener is loosely tightened into the base plate, and then the high-strength support plate is removed. Since it can be sandwiched between the foamed plastic heat insulating material and the fastener, the workability can be further improved.

【0037】また、請求項4では、高強度支持板を、比
較的安価な材料である硬質繊維板、プラスチック成形
板、金属板のいずれかで形成したので、コスト低減の要
求も満たすことができる。
Further, since the high-strength support plate is formed of a relatively inexpensive material such as a hard fiber plate, a plastic molded plate, or a metal plate, it is possible to satisfy the demand for cost reduction. .

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の一実施形態を示す外断熱構造の部分横
断面図
FIG. 1 is a partial cross-sectional view of an external heat insulation structure showing one embodiment of the present invention.

【図2】留付金具の取付状態を示す斜視図FIG. 2 is a perspective view showing a mounting state of a fastener.

【図3】発泡プラスチック保温材の取付状態を示す斜視
FIG. 3 is a perspective view showing an attached state of a foamed plastic heat insulating material.

【図4】(a)は高強度支持板の斜視図、(b)は留付
金具を高強度支持板に重ね合わせた状態を示す斜視図
FIG. 4A is a perspective view of a high-strength support plate, and FIG. 4B is a perspective view showing a state in which a fastener is overlaid on the high-strength support plate.

【図5】加圧テスト方法を説明する図FIG. 5 is a diagram illustrating a pressure test method.

【図6】従来の外壁通気構造を示す縦断側面図FIG. 6 is a longitudinal sectional side view showing a conventional outer wall ventilation structure.

【符号の説明】[Explanation of symbols]

21…下地柱(躯体)、22…下地板材、23…ビス、
24…防水紙、25…発泡プラスチック保温材、26…
外壁材、27…高強度支持板、28…留付金具、29…
ビス、30…係合片部、31…切欠溝、32…通気用の
隙間、33…ハットジョイナー、34…コーキング材。
21: foundation pillar (frame), 22: foundation board, 23: screw,
24 ... waterproof paper, 25 ... foamed plastic heat insulator, 26 ...
Outer wall material, 27: High-strength support plate, 28: Fastener, 29 ...
Screws, 30: engagement piece portion, 31: notched groove, 32: gap for ventilation, 33: hat joiner, 34: caulking material.

フロントページの続き (72)発明者 清水 秀夫 東京都千代田区大手町一丁目一番3号 住友金属工業株式会社内 (72)発明者 白川 潔 兵庫県尼崎市東高洲町4番の1 住金エ フアールシー株式会社内 (56)参考文献 特開 平3−13639(JP,A) 特開 平6−49918(JP,A) 特開 平8−4139(JP,A) 特開 平2−144437(JP,A) 特開 昭61−45046(JP,A) 実開 平2−20605(JP,U) 実開 昭60−159105(JP,U) 実開 昭57−54506(JP,U) 実開 平3−74730(JP,U) 実開 平2−149037(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04B 1/76 - 1/80 E04F 13/18 Continued on the front page (72) Inventor Hideo Shimizu 1-Chome, Otemachi 3-chome, Chiyoda-ku, Tokyo Sumitomo Metal Industries, Ltd. (72) Inventor Kiyoshi Shirakawa 4-1, Higashitakasu-cho, Amagasaki City, Hyogo Prefecture (56) References JP-A-3-13639 (JP, A) JP-A-6-49918 (JP, A) JP-A-8-4139 (JP, A) JP-A-2-14437 (JP, A) A) JP-A-61-45046 (JP, A) JP-A-2-20605 (JP, U) JP-A-60-159105 (JP, U) JP-A-57-54506 (JP, U) JP3 −74730 (JP, U) Hikaru 2-149037 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E04B 1/76-1/80 E04F 13/18

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建物の躯体に取り付けられた下地板材
に、板状の発泡プラスチック保温材を張り付け、この発
泡プラスチック保温材の表面側に宛がった留付金具をビ
スで前記下地板材に固定して、該留付金具によって外壁
材を取り付けた建物の外断熱構造であって、 前記発泡プラスチック保温材は、圧縮強度が0.8kg
f/cm2 以上の発泡プラスチックにより形成され、 前記発泡プラスチック保温材と前記留付金具との間に、
面積が25〜150cm2 の高強度支持板が挟み込まれ
ていることを特徴とする建物の外断熱構造。
1. A plate-shaped foamed plastic heat insulating material is attached to a base plate material attached to a building frame of a building, and a fixing bracket addressed to the surface side of the foamed plastic heat insulating material is fixed to the base plate material with a screw. And an outer heat insulating structure of a building to which an outer wall material is attached by the fastener, wherein the foamed plastic heat insulating material has a compressive strength of 0.8 kg.
f / cm 2 or more of foamed plastic, between the foamed plastic heat insulating material and the fasteners,
An outside heat insulating structure for a building, wherein a high-strength support plate having an area of 25 to 150 cm 2 is sandwiched.
【請求項2】 前記高強度支持板の厚みによって前記発
泡プラスチック保温材と前記外壁材との間に通気用の隙
間が形成されていることを特徴とする請求項1に記載の
建物の外断熱構造。
2. The external heat insulation of a building according to claim 1, wherein a gap for ventilation is formed between the foamed plastic heat insulating material and the outer wall material by the thickness of the high-strength support plate. Construction.
【請求項3】 前記高強度支持板には、前記留付金具を
固定するビスの軸部に差し込まれる切欠溝が下向きに形
成され、 前記ビスを前記下地板材に緩く締め込んだ状態で、該ビ
スの軸部に上方から前記高強度支持板の切欠溝を差し込
むことで、該高強度支持板を前記発泡プラスチック保温
材と前記留付金具との間に挟み込むことができるように
なっていることを特徴とする請求項1又は2に記載の建
物の外断熱構造。
3. The high-strength support plate is formed with a notch groove downwardly inserted into a shaft portion of a screw for fixing the fastener, and the screw is loosely tightened into the base plate material. By inserting the notch groove of the high-strength support plate into the screw shaft from above, the high-strength support plate can be sandwiched between the foamed plastic heat insulating material and the fastener. The external heat insulation structure of a building according to claim 1 or 2, wherein:
【請求項4】 前記高強度支持板は、硬質繊維板、プラ
スチック成形板、金属板のいずれかで形成されているこ
とを特徴とする請求項1乃至3のいずれかに記載の建物
の外断熱構造。
4. The external heat insulation of a building according to claim 1, wherein the high-strength support plate is formed of any one of a hard fiber plate, a plastic molded plate, and a metal plate. Construction.
JP7282096A 1996-03-27 1996-03-27 Exterior insulation structure of building Expired - Fee Related JP3268196B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7282096A JP3268196B2 (en) 1996-03-27 1996-03-27 Exterior insulation structure of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7282096A JP3268196B2 (en) 1996-03-27 1996-03-27 Exterior insulation structure of building

Publications (2)

Publication Number Publication Date
JPH09268668A JPH09268668A (en) 1997-10-14
JP3268196B2 true JP3268196B2 (en) 2002-03-25

Family

ID=13500441

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7282096A Expired - Fee Related JP3268196B2 (en) 1996-03-27 1996-03-27 Exterior insulation structure of building

Country Status (1)

Country Link
JP (1) JP3268196B2 (en)

Also Published As

Publication number Publication date
JPH09268668A (en) 1997-10-14

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