JPH0493434A - Moisture condensation prevention insulation member for wall surface and construction method using the member - Google Patents
Moisture condensation prevention insulation member for wall surface and construction method using the memberInfo
- Publication number
- JPH0493434A JPH0493434A JP20822090A JP20822090A JPH0493434A JP H0493434 A JPH0493434 A JP H0493434A JP 20822090 A JP20822090 A JP 20822090A JP 20822090 A JP20822090 A JP 20822090A JP H0493434 A JPH0493434 A JP H0493434A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- plate
- synthetic resin
- insulation member
- grooves
- 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.)
- Granted
Links
- 238000009833 condensation Methods 0.000 title claims abstract description 35
- 230000005494 condensation Effects 0.000 title claims abstract description 35
- 238000010276 construction Methods 0.000 title claims abstract description 12
- 230000002265 prevention Effects 0.000 title abstract description 9
- 238000009413 insulation Methods 0.000 title abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 19
- 239000000463 material Substances 0.000 claims abstract description 15
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 15
- 239000000057 synthetic resin Substances 0.000 claims abstract description 15
- 238000004026 adhesive bonding Methods 0.000 claims description 2
- 239000000853 adhesive Substances 0.000 abstract description 12
- 239000006260 foam Substances 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 4
- 230000002411 adverse Effects 0.000 abstract 1
- 230000001070 adhesive effect Effects 0.000 description 11
- 239000011083 cement mortar Substances 0.000 description 3
- 229920006248 expandable polystyrene Polymers 0.000 description 3
- 229920005989 resin Polymers 0.000 description 3
- 239000011347 resin Substances 0.000 description 3
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 2
- 241001070941 Castanea Species 0.000 description 2
- 235000014036 Castanea Nutrition 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 239000003063 flame retardant Substances 0.000 description 2
- 238000005187 foaming Methods 0.000 description 2
- 239000012774 insulation material Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- -1 polypropylene Polymers 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 239000004925 Acrylic resin Substances 0.000 description 1
- 229920000178 Acrylic resin Polymers 0.000 description 1
- 239000004593 Epoxy Substances 0.000 description 1
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000003522 acrylic cement Substances 0.000 description 1
- 239000007767 bonding agent Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229920006332 epoxy adhesive Polymers 0.000 description 1
- 229920006333 epoxy cement Polymers 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、建築物の垂直壁面の結露防止用断熱部材、お
よびそれを使用した地下室の結露防止工法に関するもの
である。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a heat insulating member for preventing dew condensation on vertical walls of buildings, and a construction method for preventing dew condensation in basements using the same.
Ｃ従来の技術〕
建築物、とくにコンクリート壁面を有する建築物におい
ては、室の内外の温度差による結露がしばしば発生し、
居住性あるいは建築物の耐久性のうえから問題となって
いる。とくに地下室においては、室外からの水の浸透、
クラック発生による漏水等、より深刻な問題がある。従
来これらの問題の対策としては、地上階においてはコン
クリート壁内面に樹脂発泡板状体よりなる断熱材を貼っ
て対応している。しかしながら、地下室においては、こ
れだけでは不十分であり、例えば第３図に示すような工
法で、結露あるいは漏水の影響を防いでいる。C. Prior Art] In buildings, especially buildings with concrete walls, condensation often occurs due to temperature differences inside and outside the room.
This has become a problem in terms of livability and the durability of buildings. Especially in basements, water seepage from outside,
There are more serious problems such as water leakage due to cracks. Conventionally, these problems have been solved by pasting insulation materials made of resin foam plates on the inner surface of concrete walls on the ground floor. However, in a basement, this alone is not sufficient, and the effects of condensation or water leakage are prevented by the construction method shown in Figure 3, for example.
すなわち、地下室の躯体コンクリート（３１）の外側に
は、約３０ｃｗ幅の栗石（３２）等の通水性のよいもの
を配置して、躯体表面にできるだけ水が長く滞留しない
ようにし、さらに室内側には躯体コンクリートとの面に
１０ｚｚ程度の空隙（３３）をおいて、縦３９０■、横
１９０■、肉厚１００ｚｚのコンクリートブロック（３
４）を多数セメントモルタルで固着して積み上げ、該空
隙の下部には排水部位を備え、該コンクリートブロック
の内面には樹脂発泡板よりなる断熱材（３５）を介して
、内装材（３６）を貼った構造にしている。In other words, on the outside of the concrete frame (31) of the basement, a material with good water permeability such as chestnut stone (32) with a width of about 30 cw is placed to prevent water from staying on the surface of the frame for as long as possible, and furthermore, on the inside side is a concrete block (33) with a length of 390cm, a width of 190cm, and a wall thickness of 100cm, with a gap (33) of about 10zz on the surface with the concrete structure.
A large number of concrete blocks 4) are fixed with cement mortar and piled up, a drainage part is provided at the bottom of the gap, and an interior material (36) is installed on the inner surface of the concrete block through a heat insulating material (35) made of a resin foam board. It has a pasted structure.
しかしながら、このような工法によるときは、コンクリ
ートブロックを積み上げる手間、費用およびモルタルセ
メントの硬化（養生）に日時がかかり、さらに室内の有
効容積がコンクリートプロ・ンクの存在のために減殺さ
れる等の欠点がある。本発明においては、これらの点を
改善し、簡単な工程で、効果的に結露や漏水による影響
を防止しようとするものである。However, when using this construction method, it takes time and effort to stack the concrete blocks, hardening (curing) the mortar cement, and the effective volume of the room is reduced due to the presence of concrete blocks. There are drawbacks. The present invention aims to improve these points and effectively prevent the effects of dew condensation and water leakage with a simple process.
すなわち本発明の第１は、発泡合成樹脂の板状体からな
り、表面には仕上げ材（内装材）を固着するための桟木
を横方向に設け、裏面には少なくとも縦方向に結露水を
流すための溝を複数設けたことを特徴とする、垂直壁面
の結露防止用断熱部材を提供するものである。That is, the first aspect of the present invention is that it is made of a plate-shaped body made of foamed synthetic resin, and the front surface is provided with crosspieces for fixing finishing materials (interior materials) in the horizontal direction, and the back surface is configured to allow condensed water to flow at least vertically. The present invention provides a heat insulating member for preventing dew condensation on a vertical wall surface, which is characterized by having a plurality of grooves for preventing dew condensation on a vertical wall surface.
本発明の第２は、地下室の垂直壁面を構成するコンクリ
ート躯体に、前記の結露防止用部材の裏面を接着し、そ
の結露防止用断熱部材の表面の桟木に接着剤、釘等によ
り表面仕上げ材を係止させることを特徴とする、垂直壁
面の結露防止工法を提供するものである。The second aspect of the present invention is to adhere the back side of the dew condensation prevention member to the concrete frame that constitutes the vertical wall surface of the basement, and apply surface finishing material to the crosspieces on the surface of the dew condensation prevention insulating member using adhesive, nails, etc. The present invention provides a construction method for preventing dew condensation on vertical walls, which is characterized by locking.
以下、本発明を図面を参照してさらに詳細に説明する。Hereinafter, the present invention will be explained in more detail with reference to the drawings.
第１図−ａは、本発明による結露防止用断熱部材の表面
（室内側）を示すものであり、第１図−すは同じく裏面
（コンクリート躯体側）を示す図である。第１図−ａに
おいて、（１０）は発泡合成樹脂で板状に成形された結
露防止用部材である。発泡合成樹脂は、例えば発泡ポリ
スチレン、発泡ポリプロピレン、発泡ポリエチレン、硬
質ウレタンフオーム等が好適であり、密度０．０１〜０
２、好ましくは０．０２５〜０ 、０５ ｙ／ｃｚ”で
ある。、二の発泡合成樹脂板は２発泡体中に難燃側を混
合して難燃性にしたものがさらに好適である。板状体の
大きさにはとくに限定はないが、通常の施行の便利さを
考慮すると、縦９００ＺＪＩＸ横６００ｉｚ、もしくは
縦１８００ＪＩＩＩＸ横６００１が好ましい。FIG. 1-a shows the front surface (indoor side) of the heat insulating member for preventing dew condensation according to the present invention, and FIG. 1-a also shows the back surface (concrete frame side). In FIG. 1-a, (10) is a dew condensation prevention member molded into a plate shape from a foamed synthetic resin. The foamed synthetic resin is preferably foamed polystyrene, foamed polypropylene, foamed polyethylene, hard urethane foam, etc., and has a density of 0.01 to 0.
2, preferably from 0.025 to 0.05 y/cz''.The second foamed synthetic resin board is more preferably one made by mixing the flame retardant side into the two foams to make it flame retardant. There is no particular limitation on the size of the plate-like body, but considering the convenience of normal execution, it is preferably 900 ZJIX in length and 600 iz in width, or 1800 JIII in height and 6001 in width.
厚さは、必要とする断熱性（使用される地域にもよる）
にもよるが、通常３０〜６０ｗｚ程度である。The thickness depends on the insulation required (depending on the area of use)
Although it depends on the situation, it is usually about 30 to 60 wz.
第１図−ａにおいて、（１１）とり１２）は多数枚敷設
する場合の間隙を密にするための合いしゃくり構造であ
る。発泡合成樹脂板（１０）の表面には、桟木（１３）
を設けて、内装材の釘打ちや接着が容易にされるように
している。この桟木（１３）は、木であってもよいが、
１５〜５倍程度の低発泡度の合成樹脂であってもよい。In FIG. 1-a, (11) and 12) are interlocking structures to close the gap when a large number of sheets are laid. The surface of the foamed synthetic resin board (10) is covered with crosspieces (13).
are provided to facilitate nailing and gluing of interior materials. This crosspiece (13) may be made of wood, but
A synthetic resin with a low foaming degree of about 15 to 5 times may be used.
桟木と桟木の間隔は、通常３０〜４０ｃ肩程度である。The distance between the crosspieces is usually about 30 to 40 cm.
第１図−ｂにおいて、（１４）は発泡合成樹脂の結露防
止用部材（１０）の裏面に縦方向に多数設けられた清で
ある。この溝はコンクリート壁面に結露したり、コンク
リート躯体のクラックから漏れてくる水を下方に流下さ
せるためのものであり、幅３〜ｆ）ａｘ、深さ２〜５ｕ
程度のものが適宜の配列で設けられている。In FIG. 1-b, (14) is a large number of holes provided in the vertical direction on the back surface of the dew condensation prevention member (10) made of foamed synthetic resin. This groove is to allow water that condenses on the concrete wall surface or leaks from cracks in the concrete structure to flow downward, and has a width of 3-f)ax and a depth of 2-5u.
There are several types arranged in an appropriate arrangement.
第２区は、本発明による結露防止用断熱部材（ｌＯ）を
使用して、地下室の内壁を施行した模様を示す図である
。図において、（３１）は躯体コンクリート壁である。The second section is a diagram showing a pattern of the inner wall of a basement using the insulating member for preventing dew condensation (lO) according to the present invention. In the figure, (31) is a concrete wall.
結露防止用断熱部材（１０）はこの躯体コンクリート壁
に単に接着剤て貼り付けるたけてよい。このための接着
剤（２２）としては、耐水性のあるものが要求される。The heat insulating member (10) for preventing dew condensation may be simply attached to the concrete wall of the building frame using an adhesive. The adhesive (22) for this purpose is required to be water resistant.
この目的のために好適な接着剤としては、エポキシ・セ
メントモルタル、アクリル・セメントモルタル、アクリ
ル樹脂、アスファルト、エポキシ・アスファルト、エポ
キシ樹脂等が好ましい。Preferred adhesives for this purpose include epoxy cement mortar, acrylic cement mortar, acrylic resin, asphalt, epoxy asphalt, epoxy resin, and the like.
躯体コンクリート壁面に生じた結露あるいはコンクリー
トのクラックからの漏水は、部材（１０）とコンクリー
ト内面との空隙部、とくに部材（１０）の裏面に設けら
れた溝に沿って流下するので、接着剤は一面に塗布して
はならない、また、横方向に連続して接着剤を塗布する
ことは流下水の通路を遮断することになるので、避けな
ければならない。Condensation that occurs on the concrete wall surface of the building frame or water leakage from cracks in the concrete flows down along the gap between the member (10) and the inner surface of the concrete, especially along the grooves provided on the back surface of the member (10), so the adhesive It should not be applied all over the place, and continuous application of adhesive in the lateral direction will block the passage of running water and should be avoided.
したがって、接着剤は縦方向に線状に塗布するか、ある
いはそれぞれ連続しないように、点状に配置するのが好
ましい。Therefore, it is preferable to apply the adhesive in a line in the vertical direction or to arrange it in dots so that they are not continuous.
接着剤の塗布量にはとくに制限はないが、コンクリート
内面と部材との間に適当な間隙を設けるためには、１〜
１０ｘｗ程度の厚みになるようにするのが好ましい。There is no particular limit to the amount of adhesive applied, but in order to create an appropriate gap between the inner surface of the concrete and the member, it is necessary to
Preferably, the thickness is about 10xw.
結露防止用断熱部材（１０）は、互いに隙間のないよう
に敷設して貼り付けることが必要である。このためには
、部材（１０）自体の構造が、第１ 区−ａおよびｂ、
あるいは第２図（２３）に示すように、約１０ｚｚ程度
の段差を設けた合いしゃくり構造になっているのが好ま
しい。また複数枚の部材を縦方向に貼り付けたとき、部
材の裏面に設けられた溝（１４）がそれぞれ相互に連通
ずるようにする。このことにより、コンクリート内面に
生じた結露や、躯体コンクリートのクラック等による漏
水は、溝（１４）を通って長く滞ることなく流下するこ
とができる。The dew condensation prevention heat insulating members (10) need to be laid and attached so that there are no gaps between them. For this purpose, the structure of the member (10) itself must be such that the first section - a and b,
Alternatively, as shown in FIG. 2 (23), it is preferable to have an interlocking structure with a step of about 10 zz. Further, when a plurality of members are attached in the vertical direction, the grooves (14) provided on the back surfaces of the members are made to communicate with each other. As a result, water condensation formed on the inner surface of the concrete and water leakage due to cracks in the concrete structure can flow down through the grooves (14) without being stagnated for a long time.
流下した水は、地下室下部に設けられた排水路、ピット
（３７）その他適当な排水設備により、構造物外に排出
される（特公昭第６３−１６５３７号、実公昭第６１−
９４４３号）６
地下室の内面には、さらに内装材（２４）を内貼りする
必要があるが、本発明の部材（１０）には、そのための
桟木（１３）が設けられており、容易に内装材を内貼り
することができる。この桟木（１３）は、好適には木材
または低発泡度の合成樹脂であり、釘打ちすることがで
きるので、内装材を容易に内貼りすることができる。ま
たこの場合、部材（１０）同士の接合部分を適当なシー
ル剤、例えば接合剤またはシールテープにより封止して
おけば、結露水や、漏水が室内ににじみ出るおそれがな
い。The water that has flowed down is drained out of the structure through a drainage channel, pit (37), or other appropriate drainage equipment provided at the bottom of the basement (Special Publication No. 63-16537, Utility Publication No. 61-
No. 9443) 6 It is necessary to further affix an interior decoration material (24) to the inner surface of the basement, but the member (10) of the present invention is provided with a crosspiece (13) for this purpose, making it easy to apply interior decoration material (24). Material can be pasted inside. This crosspiece (13) is preferably made of wood or a synthetic resin with a low degree of foaming, and can be nailed, so that interior materials can be easily attached to the inside. In this case, if the joints between the members (10) are sealed with a suitable sealing agent, such as a bonding agent or a sealing tape, there is no risk of condensation or leakage of water into the room.
第２図に示すように、コンクリート壁（肉厚１５０ｉｚ
）に、肉厚２１Ｎでエポキシ系接着剤を点状に塗布し、
その上に、第１図ａ、ｂに示す肉厚４０ｚ肩、縦９００
１置、横６００１肩、密度０．０２５ ｇ／ｃｍ”の発
泡ポリスチレン樹脂板の表面の凹部に、密度０ 、５
ｇ／ｃｍ”の発泡ポリスチレン製桟木（幅４Ｑｙｚ、肉
厚２０ｉ′Ｎ）を接着剤で接合し、裏面に幅４■、深さ
３ｘｚの清を多数設けた、結露防止用断熱部材（重さ０
．８７ ｋｇ／ｚ２）を接着し、さらに木質化粧板（肉
厚２ 、５ ｚｚ）を桟木に釘打して、第２図に示す地
下室の垂直壁面を構築した。As shown in Figure 2, a concrete wall (thickness 150 iz
), apply epoxy adhesive in dots with a wall thickness of 21N,
On top of that, the wall thickness 40z shoulder, length 900mm shown in Figure 1 a, b
1 position, horizontal 6001 shoulder, density 0, 5 in the concave part of the surface of a foamed polystyrene resin plate with a density of 0.025 g/cm"
g/cm" foamed polystyrene crosspieces (width 4Qyz, wall thickness 20i'N) are bonded with adhesive, and a number of holes with a width of 4cm and a depth of 3xz are provided on the back side to prevent condensation. 0
．． 87 kg/z2) and nailed wooden decorative boards (thickness 2.5 zz) to the crosspieces to construct the vertical walls of the basement shown in Figure 2.
以上、本発明について地下室の構造を例として説明した
が、本発明は、地下室にとどまらず、地上階の壁構造に
も応用することができる。Although the present invention has been described above using the structure of a basement as an example, the present invention can be applied not only to the basement but also to the wall structure of the ground floor.
本発明の結露防止用断熱部材は軽量で運搬が容易である
。また、桟木を利用して内装材を容易に係止することが
できる。The insulating member for preventing dew condensation of the present invention is lightweight and easy to transport. Furthermore, interior materials can be easily secured using the crosspieces.
本発明の地下室壁横築方法は、従来の工法に比べて次の
ような利点がある。The basement wall horizontal construction method of the present invention has the following advantages over conventional construction methods.
１、発泡合成樹脂板を用いる壁構造により、地下室内部
への土中水の侵入を防止でき、また室内での結露は発生
しない。1. The wall structure using foamed synthetic resin plates prevents soil water from entering the basement, and no condensation occurs indoors.
２ 結露防止部材が合成樹脂発泡体であるため、運搬、
切断 加工、貼り付けが容易であり、単純な貼り付は工
程だけで、結露防止工事を行うことができる。2. Since the dew condensation prevention member is made of synthetic resin foam, transportation,
It is easy to cut, process, and paste, and can be used to prevent condensation by simply pasting.
３、コンクリートブロックを積み上げてセメントモルタ
ルで固着させるための半開、日時が不要であり、接着剤
での貼り付は後１日で次の工程に移ることができ、コス
ト、工期が大幅に合理化される。3. There is no need for half-opening and time and date for stacking concrete blocks and fixing them with cement mortar, and pasting with adhesive can be moved to the next process in one day, greatly streamlining costs and construction time. Ru.
４、躯体コンクリートの内壁面からの厚みは、５０ｚｚ
程度ですむので、従来のコンクリートブロックを積み上
げた二重壁の場合に比べて、地下室の有効面積を広く利
用することができる。4. The thickness of the concrete frame from the inner wall is 50zz
Since only a small amount of space is required, the effective area of the basement can be used more widely than in the case of conventional double walls made of stacked concrete blocks.
５ 躯体コンクリート周りの工事を簡略化できるので、
根切り、残土運搬、コンクリート工事等を簡略化するこ
とができる。5. Construction around the concrete structure can be simplified, so
Root cutting, transporting surplus soil, concrete work, etc. can be simplified.
本発明は、以上のような利点により今後の建築物とくに
地下室の構築に広く利用されることが期待される。Due to the advantages described above, the present invention is expected to be widely used in the construction of future buildings, especially basements.
第１図ａ、ｂは、本発明の発泡合成樹脂板状体よりなる
結露防止用断熱部材を示し、ａ図は室内側から見た斜視
図、ｂ図はコンクリート壁側がら見た斜視図である。
第２区は、本発明の結露防止用断熱部材を用いた地下室
壁構造の実施例を示す断面図である。
第３図は、従来のコンクリート建築物の地下室壁構造を
示す断面図である。
１０・・結露防止用断熱部材
１３・・桟木 １４・・溝
２２・・接着剤 ２４・・内装材
３１・・躯体コンクリート
３２・・栗石 ３３・・空隙
３４・・コンクリートブロック
３５・・断熱材Figures 1a and 1b show a heat insulating member for preventing dew condensation made of a foamed synthetic resin plate of the present invention, where figure a is a perspective view seen from the indoor side, and figure b is a perspective view seen from the concrete wall side. be. Section 2 is a sectional view showing an example of a basement wall structure using the insulating member for preventing dew condensation of the present invention. FIG. 3 is a sectional view showing a basement wall structure of a conventional concrete building. 10..Insulating member for preventing condensation 13..Structure 14..Groove 22..Adhesive 24..Interior material 31..Structure concrete 32..Chestnut stone 33..Gap 34..Concrete block 35..Insulation material
Claims (1)
を固着するための桟木を横方向に設け、裏面には少なく
とも縦方向に水を流すための溝を複数設けたことを特徴
とする、垂直壁面の結露防止用部材。 ２、地下室の垂直壁面を構成するコンクリート躯体に、
請求項第１項記載の結露防止用断熱部材の裏面を接着し
、その結露防止用部材の表面の桟木に仕上げ材を接着、
釘止等で係止させたことを特徴とする、垂直壁面の結露
防止工法。[Claims] 1. It is made of a plate-shaped body made of foamed synthetic resin, and the front side has crosspieces for fixing finishing materials in the horizontal direction, and the back side has a plurality of grooves for flowing water at least vertically. A member for preventing dew condensation on a vertical wall surface. 2. In the concrete frame that makes up the vertical walls of the basement,
Gluing the back side of the heat insulating member for preventing dew condensation according to claim 1, and adhering a finishing material to the crosspiece on the front surface of the member for preventing condensation,
A construction method for preventing condensation on vertical walls, characterized by securing them with nails, etc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20822090A JP2930390B2 (en) | 1990-08-08 | 1990-08-08 | Insulation member for preventing dew condensation on wall surface and construction method using the same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20822090A JP2930390B2 (en) | 1990-08-08 | 1990-08-08 | Insulation member for preventing dew condensation on wall surface and construction method using the same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0493434A true JPH0493434A (en) | 1992-03-26 |
| JP2930390B2 JP2930390B2 (en) | 1999-08-03 |
Family
ID=16552664
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20822090A Expired - Lifetime JP2930390B2 (en) | 1990-08-08 | 1990-08-08 | Insulation member for preventing dew condensation on wall surface and construction method using the same |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2930390B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011117127A (en) * | 2009-11-30 | 2011-06-16 | Jsp Corp | Method for constructing double wall |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101793486B1 (en) * | 2017-02-10 | 2017-11-20 | 지티컴퍼니(주) | Insulation for building with finishing bar |
-
1990
- 1990-08-08 JP JP20822090A patent/JP2930390B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011117127A (en) * | 2009-11-30 | 2011-06-16 | Jsp Corp | Method for constructing double wall |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2930390B2 (en) | 1999-08-03 |
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