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JPS624493B2 - - Google Patents
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JPS624493B2 - - Google Patents

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Publication number
JPS624493B2
JPS624493B2 JP10861480A JP10861480A JPS624493B2 JP S624493 B2 JPS624493 B2 JP S624493B2 JP 10861480 A JP10861480 A JP 10861480A JP 10861480 A JP10861480 A JP 10861480A JP S624493 B2 JPS624493 B2 JP S624493B2
Authority
JP
Japan
Prior art keywords
wall
heat insulating
moisture
open
impermeable
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
Application number
JP10861480A
Other languages
Japanese (ja)
Other versions
JPS5733649A (en
Inventor
Tomokazu Ootsuki
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.)
Fukubi Kagaku Kogyo KK
Original Assignee
Fukubi Kagaku Kogyo KK
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 Fukubi Kagaku Kogyo KK filed Critical Fukubi Kagaku Kogyo KK
Priority to JP10861480A priority Critical patent/JPS5733649A/en
Publication of JPS5733649A publication Critical patent/JPS5733649A/en
Publication of JPS624493B2 publication Critical patent/JPS624493B2/ja
Granted legal-status Critical Current

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  • Finishing Walls (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、結露防止構造断熱壁、およびその施
工方法に関し、更に詳しくは、透湿度の低い不透
湿性断熱板と連続気泡型の透湿性発泡プラスチツ
ク材を巧みに組合せ双方の特性を活用することに
よつて、外気温と室内気温の差が極端に大きい寒
冷地においても決して結露・凍結現象を呈するこ
とのない新構造の断熱壁、並びにそのような断熱
壁を効果的に構成することができる新方法に関す
るものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to an insulating wall with a dew condensation prevention structure and a method for constructing the same, and more specifically, to an impermeable heat insulating board with low moisture permeability and an open-cell type moisture permeable By skillfully combining foamed plastic materials and taking advantage of the characteristics of both materials, we have created a new structure for insulation walls that never exhibits condensation or freezing, even in cold regions where there is an extremely large difference between outside and indoor temperatures. The present invention relates to a new method by which such insulating walls can be effectively constructed.

〔従来技術、および解決すべき技術的課題〕[Prior art and technical issues to be solved]

コンクリート建築における断熱壁に関しては、
壁躯体面と壁板との間に透湿性断熱材(例えば、
「ロツクウール」や「グラスウール」)を内装する
形式のものと、 壁躯体面と壁板との間に不透湿性断熱部材(例
えば、「発泡ポリスチレンボード」、「発泡ウレタ
ンボード」)を内装する形式のものとが従来最も
広く施工されている。
Regarding insulation walls in concrete buildings,
A moisture permeable insulation material (e.g.
There are two types in which a moisture-impermeable heat insulating material (e.g., polystyrene foam board, urethane foam board) is installed between the wall structure and the wall board. This is the most widely used method.

ところが、このような従来の断熱壁にあつて
は、壁躯体と断熱部材との境目に結露を生じ易
く、特に外気温と室内気温との温度差が大きい寒
冷地域ではその弊害が大きいのである。
However, in such conventional heat insulating walls, dew condensation tends to form at the boundary between the wall body and the heat insulating member, and this problem is especially serious in cold regions where there is a large temperature difference between the outside temperature and the indoor temperature.

まず、前者の透湿性断熱部材を用いた断熱壁に
ついてみれば、冬期室内を暖房して外気温と室内
気温の温度差が大きくなつてくると、室内の湿気
が透湿性断熱部材を透過して外気で冷却された壁
躯体に接触し、同壁躯体面で結露が発生して断熱
部材(ロツクウール、グラスウール)を湿潤させ
て、その断熱性を極端に低下させ、それがまた結
露を促すという悪循環の原因を作す。この場合、
壁躯体内面温度が0℃以下に低下する寒冷地にあ
つては、其処に凍結を生じ、それが次第に肥大化
していつて春先に一挙に氷解し壁表面を汚染して
しまうのである。そこで、このような弊害を防止
する手段として、透湿性断熱部材の室内側表面に
ポリエチレンフイルムのような防湿被膜を施すこ
とが試みられた。しかし、建築現場において前記
防湿被膜に1箇所の破損も与えることなく工事を
したり、あるいは断熱部材の湿気透過を完全に遮
断するように防湿被膜を張着することは不可能で
あつて、少しでも防湿被膜に不完全な部分がある
と其処に湿気が集中的に流れ込み(このような現
象を「湿流」という)、上記同様の問題を引起す
ばかりでなく、断熱部材中に吸収された水分は逃
げ場がないために断熱効果の低下も一層顕著にな
らざるを得なかつたのである。
First, if we look at the former type of insulating wall using a moisture-permeable insulation material, when the room is heated in winter and the temperature difference between the outside temperature and the indoor temperature becomes large, the indoor moisture permeates through the moisture-permeable insulation material. A vicious cycle in which condensation occurs on the surface of a wall that has been cooled by outside air, moistens the insulation material (rock wool, glass wool), dramatically reduces its insulation properties, and this in turn promotes condensation. create the cause of in this case,
In cold regions where the internal temperature of wall structures drops below 0°C, freezing occurs, which gradually enlarges and melts all at once in early spring, contaminating the wall surface. Therefore, as a means to prevent such adverse effects, attempts have been made to apply a moisture-proof coating such as a polyethylene film to the indoor surface of the moisture-permeable heat insulating member. However, it is impossible to carry out construction work at a construction site without causing any damage to the moisture-proof coating, or to apply a moisture-proof coating so as to completely block moisture permeation through the insulation material. However, if there are imperfections in the moisture-proof coating, moisture will concentrate and flow into those areas (this phenomenon is called "wet flow"), not only causing the same problems as above, but also causing moisture to be absorbed into the insulation material. Since moisture had no place to escape, the deterioration of the insulation effect was even more pronounced.

他方、後者の不透湿性断熱板を用いた断熱壁に
ついてみると、暖房によつて外気温と室内気温の
温度差が大きくなつたとしても、湿気が断熱部材
を透過して壁躯体側へ移行することはないように
思えるかも知れない。しかし、実際には、かゝる
不透湿断熱板を用いる場合であつても、これら断
熱板の目地部(合せ部)に空隙ができるため、其
処には矢つ張り湿流が発生せざるを得ず、上記透
湿性断熱板に防湿被膜を施した場合と同様な問題
が生ずるのであつた。
On the other hand, when looking at the latter type of insulated walls using moisture-impermeable insulation boards, even if the temperature difference between the outside temperature and the indoor temperature increases due to heating, moisture permeates through the insulation materials and migrates to the wall structure. It may seem like there's nothing to do. However, in reality, even when such moisture-impermeable insulation boards are used, voids are formed at the joints (joint parts) of these insulation boards, so that tight moisture flows cannot help but occur there. However, the same problem as when a moisture-proof coating is applied to the moisture-permeable heat insulating board arises.

ところが最近、コンクリート壁躯体との間に発
泡ユリア樹脂の如き連続気泡型の透湿性発泡プラ
スチツク層を現場発泡方式によつて形成させると
いう施工法が普及してきた。ちなみに、連続気泡
型発泡プラスチツクの熱伝導率は、例えば発泡ユ
リア樹脂にあつては、平衡水分(重量比)10%含
水のときには平均0.031Kcal/mh℃で50%含水
になつても0.045Kcal/mh℃で些程低下するこ
とがなく、ロツクウール1号規格(JIS A
9504)程度の断熱性を保障し得るのである。した
がつて、このような連続気泡型の発泡プラスチツ
ク層を壁躯体と壁板との間にシームレス状に空隙
なく形成すれば、断熱壁として良好なものが出来
上る。
However, recently, a construction method has become popular in which a layer of open-cell moisture-permeable foamed plastic, such as foamed urea resin, is formed between the concrete wall structure and the concrete wall by an in-situ foaming method. By the way, the thermal conductivity of open-cell foamed plastic is, for example, 0.031 Kcal/mh when the equilibrium water content (weight ratio) is 10%, and 0.045 Kcal/mh even when the water content is 50% in the case of foamed urea resin. There is no slight deterioration at mh℃, and it meets the Rock Wool No. 1 standard (JIS A
9504) can be guaranteed. Therefore, if such an open-cell foamed plastic layer is formed seamlessly and without gaps between the wall frame and the wall board, a good heat insulating wall can be obtained.

しかし、外気温が−20℃以下にもなる極寒冷地
にあつては、発泡プラスチツク層の内部でも0℃
以下に降下する部分ができ、其処で含水分が凍結
するという現象が起る。ところで、発泡ユリア樹
脂の如き連続気泡型の発泡プラスチツク断熱部材
の欠点として、発泡層内で水分の凍結・氷解が反
復されると、発泡プラスチツク層自体が収縮して
亀裂が発生し易い。そして、一たび亀裂が発生す
れば、其処に問題の湿流が発生して従来の断熱壁
と同様の結果を招くのであり、極寒冷地域におい
ては、かゝる断熱壁も余り耐久性があるとは云え
ず、改善の必要があつた。
However, in extremely cold regions where the outside temperature can drop to below -20°C, even the inside of the foamed plastic layer can reach 0°C.
A phenomenon occurs in which a portion descends below and the water content freezes there. By the way, a drawback of open-cell foamed plastic insulation members such as foamed urea resin is that when water is repeatedly frozen and thawed within the foamed layer, the foamed plastic layer itself tends to shrink and cracks occur. And once a crack occurs, a problematic moisture flow occurs there, causing the same result as a conventional insulated wall, and in extremely cold regions, such an insulated wall is not very durable. That said, there was a need for improvement.

本発明は、断熱壁における結露・凍結現象を抑
制せんとしてなされたものであつて、その解決の
キーポイントとして、氷点が位置する可能性のあ
るコンクリート壁躯体側に不透湿性断熱板を張付
けると共に壁板と前不透湿断熱板の間には連続発
泡型の発泡プラスチツク層を充満状態に接合一体
化せしめることにより、両断熱材料の特性を相互
補完的に作用せしめるようとするものである。
The present invention was developed with the aim of suppressing dew condensation and freezing phenomena in insulated walls, and the key to solving this problem is to attach a moisture-impermeable heat insulating board to the side of the concrete wall where the freezing point is likely to be located. At the same time, an open-cell foamed plastic layer is fully bonded and integrated between the wall board and the front moisture-impermeable heat insulating board, thereby allowing the characteristics of both heat insulating materials to work in a mutually complementary manner.

〔課題解決のために採用した手段〕[Means adopted to solve the problem]

本発明者が上記技術的課題を解決するために採
用した手段を添付図面を参照して説明すれば、次
のとおりである。
The means adopted by the present inventor to solve the above technical problem will be described below with reference to the accompanying drawings.

即ち、本発明は、コンクリート壁躯体Aと壁板
B,B………との間に断熱部材Cを内装した従来
周知の断熱壁における断熱部材C部分に、 (a) コンクリート壁躯体A面に張り付けられた透
湿度の低い不透湿性断熱板1,1………と; (b) 前記不透湿性断熱板1,1………の目地部1
1,11………に詰入ると共に壁板B,B……
…との間に充満して、同不透湿性断熱板1,1
………に接合一体化された連続気泡型の発泡プ
ラスチツク層2と; いつた構造的改善手段を採用することによつて、
極寒地域においても理想的特性を示す結露防止構
造断熱壁を実現し得たのであり、同時にまた、
かゝる構成を有する結露防止構造断熱壁の合理的
施工方法も完成う得たのである。
That is, the present invention provides a heat insulating member C portion of a conventional well-known heat insulating wall in which a heat insulating member C is installed between a concrete wall body A and wall plates B, B, etc. (a) on a side A of the concrete wall body; The attached moisture-impermeable heat insulating boards 1, 1...... with low moisture permeability; (b) Joint portion 1 of the moisture-impermeable heat insulating boards 1, 1......
1, 11...... and wall boards B, B...
... and the same moisture-impermeable heat insulating board 1, 1
By employing structural improvement measures such as an open-cell foamed plastic layer 2 integrally bonded to...
We were able to create an insulated wall with an anti-condensation structure that exhibits ideal characteristics even in extremely cold regions, and at the same time,
A rational construction method for an insulating wall with such a structure to prevent condensation has also been completed.

〔実施例・施工例〕[Example/Construction example]

以下、本発明の構成を添附図面に示す実施例な
いし施工例に基づいて更に詳しく説明する。
Hereinafter, the structure of the present invention will be explained in more detail based on embodiments and construction examples shown in the accompanying drawings.

第1図、第5図、第9図、および第10図は、
本発明を適用して構成した断熱壁を例示するもの
であるが、これらにあつては「透湿度の低い不透
湿性断熱板1」として、発泡ポリスチレンボー
ド、防水剤を混入して板状に成形してなる耐水岩
綿板、アスフアルト岩綿板の如き湿気を通し難い
有機質・無機質の断熱板が適宜採択され、また
「連続気泡型の発泡プラスチツク層2」として
も、発泡ユリア樹脂の如く含水率が大きくなつて
も断熱性の低下しない連続気泡型の素材を用いる
ものとする。
Figures 1, 5, 9, and 10 are
The following is an example of a heat insulating wall constructed by applying the present invention, in which "moisture impermeable heat insulating board 1 with low moisture permeability" is made into a plate shape by mixing a foamed polystyrene board and a waterproofing agent. Organic/inorganic heat insulating boards that do not allow moisture to pass through, such as molded water-resistant rock wool boards and asphalt rock wool boards, are selected as appropriate. An open-cell type material that does not deteriorate its insulation properties even when the thermal insulation is increased shall be used.

更に図示の実施例について注釈するならば、図
中の符号3は壁躯体Aに壁板B,B………を面一
状態に支持固定するためのアジヤストボルト式固
定具、4は発泡プラスチツク層2に面接合してこ
れを担持する網部材、5は壁板B,B………ある
いは網部材4を壁躯体Aに支持固定せしめるため
の棧部材である。アジヤストボルト式固定具3
は、壁躯体A側に固着されたペデイスタルナツト
部31と、同ナツト部31に螺合せる固定面Fが
平担なボルト部32とから構成され、ボルト部3
2を旋回操作することにより固定面Fのレベルを
調整することができるものである。この固定具3
は、固定面Fに壁板Bが釘付によつて固定される
のが普通であるから、通常は硬質又は半硬質のプ
ラスチツクで作製されたものが用いられる。図示
例においては、固定具3のペデイスタルナツト部
31を壁躯体A面に接着剤によつて固定している
が、コンクリート釘によつて固定することも可能
であり、更に壁躯体Aのコンクリート内にアンカ
ーさせることによつても固定することができる。
Further, to comment on the illustrated embodiment, the reference numeral 3 in the figure is an adjustment bolt type fixture for supporting and fixing the wall plates B, B, etc. flush with the wall body A, and 4 is a foamed plastic fixture. The net member 5 which is in surface contact with and supports the layer 2 is a lattice member for supporting and fixing the wall plates B, B, etc. or the net member 4 to the wall frame A. Adjustment bolt type fixture 3
is composed of a pedestal nut part 31 fixed to the wall frame A side, and a bolt part 32 with a flat fixing surface F that is screwed into the nut part 31.
The level of the fixed surface F can be adjusted by rotating 2. This fixture 3
Since the wall board B is usually fixed to the fixing surface F by nailing, those made of hard or semi-hard plastic are usually used. In the illustrated example, the pedestal nut portion 31 of the fixing device 3 is fixed to the wall A surface with an adhesive, but it is also possible to fix it with concrete nails. It can also be fixed by anchoring in concrete.

網部材4は、本発明断熱壁を構成する施工方法
に応じ、必要がある場合に配設されるものであ
り、通常は寒冷紗が用いられる。
The net member 4 is provided when necessary depending on the construction method for constructing the heat insulating wall of the present invention, and usually cheesecloth is used.

本実施例の結露防止構造断熱壁は、概ね以上の
とおりであり、以下、かゝる結露防止構造断熱壁
の施工方法について説明する。
The insulating wall with a dew condensation prevention structure of this embodiment is generally as described above, and the method of constructing such a dew condensation prevention structure insulating wall will be described below.

まず、第5図に示される断熱壁は、コンクリー
ト壁躯体A面に透湿度の低い不透湿性断熱板1,
1………を張付けると共に、更に同壁躯体A面に
は前記不透湿性断熱板1,1………を貫通する如
くアジヤストボルト式固定具3,3………を所要
間隔をもつて植設せしめた後(第2図・第3図参
照)、これら固定具3,3………の固定面Fのレ
ベルが面一になるように調整してその上から壁板
B,B………を張付け、張付けられた壁板B,B
………には隙孔6,6………を適宜設け(第4図
参照)、 同隙孔6,6………から空間部D内へ連続気泡
型のプラスチツク泡抹液を注入充満せしめ、前記
不透湿性断熱板の目地部11,11………および
空間部D内に連続気泡型の発泡プラスチツク層2
を形成せしめることによつて造成される(第5
図・第6図参照)。
First, the heat insulating wall shown in FIG.
In addition to pasting 1...... on the A side of the same wall, adjuster bolt type fixings 3, 3... are installed at the required intervals so as to penetrate the moisture-impermeable heat insulating plates 1, 1...... After planting (see Figures 2 and 3), adjust the fixing surfaces F of these fixtures 3, 3 so that they are flush with each other, and then install the wall plates B, B from above. …… pasted and pasted wall boards B, B
Properly provide holes 6, 6...... in ...... (see Figure 4), and inject and fill open-cell plastic foam liquid into the space D from the holes 6, 6...... , an open-cell foamed plastic layer 2 is provided in the joint portions 11, 11 of the moisture-impermeable heat insulating board and in the space D.
(5th
(See Figure 6).

しかして、コンクリート壁躯体A面に不透湿性
断熱板1,1………を張付けるに当つては、接着
剤によつて張付けてもよく、またコンクリート打
設時に断熱板1,1………を同時に打込んでもよ
い。この場合、各不透湿性断熱板1の所要位置に
アジヤストボルト式固定具3を予じめ装着してお
くならば、断熱板1,1………の張付と固定具
3,3………の配設とを同時に行うことができ
る。断熱板1,1………の張付と固定具3の配設
とを別々に行う場合には、何れの作業を先にする
も任意であるが、この場合には断熱板1に固定具
3を貫通さすべき孔を開ける穿孔作業が工事現場
で必要となる。壁躯体Aに固定具3を配設する場
合においても、接着剤による固定、コンクリート
釘による固定、およびコンクリート打設時のアン
カー法と云つた方法を採ることが当然可能であ
る。
When attaching the moisture-impermeable heat insulating plates 1, 1...... to the A side of the concrete wall structure, they may be attached using an adhesive, or the insulating plates 1, 1... may be attached at the time of concrete pouring. You can type ... at the same time. In this case, if the adjusting bolt type fixtures 3 are installed in advance at the required positions of each moisture-impermeable heat insulating board 1, then the heat insulating boards 1, 1...... can be attached and the fixtures 3, 3... The arrangement of ... can be done at the same time. If attaching the heat insulating plates 1, 1... and installing the fixture 3 are done separately, it is optional to do either work first, but in this case, attaching the fixing fixture to the heat insulating board 1 is optional. Drilling work is required at the construction site to drill a hole through which No. 3 is to be passed. When installing the fixture 3 on the wall body A, it is of course possible to use methods such as fixing with adhesive, fixing with concrete nails, and anchoring during concrete pouring.

固定具3のレベル調整は、図示例のものにあつ
てはボルト部32の旋回操作によつて行うことが
できる。この場合、ボルト部32の固定面Fと上
記断熱板1,1………の表面レベルとの間の格差
は、その上に形成すべき発泡プラスチツク層2の
厚みを考慮して適当に設定するものとする。かく
して、レベルが面一に調整された各固定具3の固
定面F上に壁板B,B………を釘付当の手段によ
つて取付け、これらの壁板Bにプラスチツク泡抹
液を注入するための隙孔6,6………を適宜開設
するである。もつとも、予じめ隙孔6を設けてあ
る壁板Bを用いる場合には、このような穿孔作業
は不要となる。
The level adjustment of the fixture 3 can be performed by turning the bolt portion 32 in the illustrated example. In this case, the gap between the fixing surface F of the bolt part 32 and the surface level of the heat insulating plates 1, 1, etc. is set appropriately in consideration of the thickness of the foamed plastic layer 2 to be formed thereon. shall be taken as a thing. In this way, the wall plates B, B, etc. are attached to the fixing surface F of each fixing device 3 whose level has been adjusted to be flush with each other by means of nailing, and the plastic foam remover is applied to these wall plates B. Pores 6, 6 for injection are opened as appropriate. However, if the wall plate B in which the holes 6 are previously provided is used, such drilling work is not necessary.

壁板B,B………の張付が完了したころ、断熱
板1,1………と壁板B,Bとの間に形成された
空間部D内へ壁板Bの隙孔6から連続気泡型のプ
ラスチツク泡抹液を注入充満せしめることにな
る。すると、第6図に示すように不透湿性断熱板
の目地部11,11………および空間部D内に充
実状態に連続気泡型の発泡プラスチツク層2がシ
ームレス状に一様に形成されるのである。尚、プ
ラスチツク泡抹液の注入作業が完了した場合に
は、隙孔6に適宜コーキング7を施しておくもの
とする。
When the installation of the wall plates B, B...... is completed, a hole 6 in the wall plate B is inserted into the space D formed between the heat insulating plates 1, 1... and the wall plates B, B. Open-cell plastic foam solution will be injected and filled. Then, as shown in FIG. 6, the open-cell foamed plastic layer 2 is uniformly and seamlessly formed in the joints 11, 11 of the moisture-impermeable heat insulating board and in the space D. It is. Incidentally, when the injection work of the plastic foam solution is completed, caulking 7 is applied to the gap 6 as appropriate.

つぎに、第9図に図示される断熱壁の施工方法
について云えば、コンクリート壁躯体A面に透湿
度の低い不透湿性断熱板1,1………を張付ける
と共に、更に壁躯体A面には前記不透湿性断熱板
1,1………を貫通する如くアジヤストボルト式
固定具3,3………を所要間隔をもつて植設せし
めた後(第2図・第3図参照:この工程は上記方
法の場合と同様である)、これら固定具3,3…
……の固定面Fのレベルが面一になるように調整
して、その上から前記不透湿性断熱板1,1……
…を覆う如く網部材4を緊張状態に布設し(第7
図参照)、 この網部材4と前記不透湿性断熱板1,1……
…との間に形成された空間部Dに、同網部材4の
網目を透して連続気泡型のプラスチツク泡抹液を
注入充満せしてめて前記不透湿性断熱板の目地部
11,11………および空間部D内に連続気泡型
の発泡プラスチツク層2を形成し(第8図参
照)、 更にこの発泡プラスチツク層2の上から前記固
定具3,3………へ壁板B,B………を張付ける
(第9図)、ことによつて造成される。
Next, regarding the method of constructing the heat insulating wall shown in FIG. 9, we will attach moisture-impermeable heat insulating boards 1, 1, etc. with low moisture permeability to the A side of the concrete wall frame, and also attach the walls to the A side of the wall frame. After installing the adjusting bolt type fixing devices 3, 3... at the required intervals so as to penetrate the moisture-impermeable heat insulating plates 1, 1... (see Figures 2 and 3). : This process is the same as in the case of the above method), these fixtures 3, 3...
Adjust the level of the fixing surface F of .
The net member 4 is laid under tension so as to cover the (7th
), this net member 4 and the moisture-impermeable heat insulating plates 1, 1...
The open-cell plastic foam solution is injected and filled into the space D formed between the mesh member 4 and the joint portion 11 of the moisture-impermeable heat insulating board. 11...... and an open-cell foamed plastic layer 2 is formed in the space D (see Fig. 8), and a wall plate B is further applied from above this foamed plastic layer 2 to the fixtures 3, 3...... , B... (Fig. 9).

しかして、この方法における不透性断熱板1お
よびアジヤストボルト式固定具3のコンクリート
壁躯体Aへの固定、並びに固定具3の固定面Fの
レベル調整については、第5図の断熱壁施工方法
と同様の方式を採ることが可能である。
Therefore, regarding the fixing of the impermeable heat insulating board 1 and the adjustable bolt-type fixture 3 to the concrete wall frame A in this method, and the level adjustment of the fixing surface F of the fixture 3, the insulating wall construction method shown in Fig. 5 will be explained. It is possible to adopt a method similar to the above method.

レベル調整された各固定具3の固定面F上に網
部材Fを緊張状態に布設するには、タツク止めし
てもよく、また後述するように棧部材5を用いて
その上に固定してもよい。
In order to lay the net member F in a tensioned state on the fixing surface F of each fixing device 3 whose level has been adjusted, it may be tacked, or it may be fixed on it using a lattice member 5 as described later. Good too.

網部材4の布設が完了したならば、不透湿性断
熱板1,1………との間に形成された空間部D
に、網部材4の網目を透してプラスチツク泡抹液
を注入充満せしめる。この場合、網部材4として
は、通常18〜25メツシユ程度の寒冷紗が用いられ
ているので、網部材4に近接して射出ノズルEよ
りプラスチツク泡抹液を射出すれば当該泡抹液は
無理なく網目を通過して空間部D内に注ぎ込ま
れ、不透湿性断熱板の目地部11,11………お
よび空間部Dは連続気泡型の発泡プラスチツク層
2によつて満たされることになるのである。発泡
プラスチツク層2が形成されたならば、その上か
ら固定具3,3………へ壁板B,B………を釘付
等の手段によつて固定すればよいのである。
When the installation of the net member 4 is completed, the space D formed between the moisture-impermeable heat insulating plates 1, 1...
Next, the plastic foam solution is injected through the mesh of the mesh member 4 to fill it. In this case, the mesh member 4 is usually made of cheesecloth of about 18 to 25 meshes, so if the plastic foam solution is injected from the injection nozzle E in the vicinity of the mesh member 4, the foam solution will be easily removed. It passes through the mesh and is poured into the space D, and the joints 11, 11 of the moisture-impermeable heat insulating board and the space D are filled with the open-cell foamed plastic layer 2. . Once the foamed plastic layer 2 has been formed, the wall plates B, B, . . . can be fixed to the fixtures 3, 3, .

こうして、第9図の断熱壁が造成されるのであ
るが、この施工方法は第10図のようにも変更実
施することができる。
In this way, the heat insulating wall shown in FIG. 9 is constructed, but this construction method can also be modified as shown in FIG. 10.

即ち、第10図の断熱壁は、網部材4および壁
板B,B………を固定具3,3………上に固定す
るに際し、補助手段として棧部材5を用いてい
る。この棧部材5には、中央長手方向に抑え板5
2を嵌込むための凹溝51が設けられており、こ
れら固定具の固定面F,F………に釘止等の方法
で配設し、配設された棧部材5,5………上に網
部材4を拡布状布設する。この場合、網部材4の
両側を抑え板52によつて棧部材の凹溝51に固
定し、ついで内側の棧部材5の位置に対応する網
部材4の該当箇所を抑え板52によつて同棧部材
の凹溝51に固定してゆくならば網部材4は理想
的な状態に緊張せしめられることになるのであ
る。壁板B,B………の張付は、網部材4の網目
からプラスチツク泡抹液を注入して連続気泡型の
発泡プラスチツク層2を形成した後で棧部材5,
5………に釘止等の手段により行う。
That is, the heat insulating wall shown in FIG. 10 uses the lattice member 5 as an auxiliary means when fixing the net member 4 and the wall plates B, B, . . . on the fixtures 3, 3, . . . . This rod member 5 has a holding plate 5 in the central longitudinal direction.
A concave groove 51 is provided for fitting the fixing members 5, 5, etc. into the fixing surfaces F, F, etc. of these fixing tools by a method such as nailing. The net member 4 is spread out on top. In this case, both sides of the net member 4 are fixed to the concave grooves 51 of the cross member by means of restraining plates 52, and then the corresponding portions of the net member 4 corresponding to the position of the inner cross member 5 are fixed by means of the restraining plates 52. If the net member 4 is fixed in the concave groove 51 of the cross member, the net member 4 will be tensioned to an ideal state. The wall plates B, B...... are attached after the plastic foam solution is injected through the mesh of the net member 4 to form the open-cell foamed plastic layer 2.
5. Do this by nailing or other means.

本発明の実施例およびその施工例は概ね上記の
とおりであるが、本発明は前述の実施例に限定さ
れるものでは決してなく「特許請求の範囲」の記
載内において種々の変形が可能であつて、例えば
不透湿性断熱板や連続気泡型の発泡プラスチツク
層の素材あるいはその他の部材については具体的
要求に応じて適宜設計変更が可能であることは云
うまでもない。
The embodiments of the present invention and the construction examples thereof are generally as described above, but the present invention is by no means limited to the above-mentioned embodiments, and various modifications can be made within the scope of the claims. It goes without saying that, for example, the materials for the moisture-impermeable heat insulating board, the open-cell foamed plastic layer, and other members can be appropriately modified in design in accordance with specific requirements.

〔本発明の効果〕[Effects of the present invention]

以上図解説明したとおり、本発明を適用して造
成した断熱壁は、コンクリート壁躯体側に不透湿
性断熱板を配置し、壁板側には連続気泡型の発泡
プラスチツク層をシームレス状に一様に形成し、
しかも不透湿性断熱板の目地部には発泡プラスチ
ツクが詰入つているので、外気温と室内気温の温
度差が甚だしい寒冷地域においても、湿度は不透
湿性断熱板に遮断されて壁躯体側に移行せず、ま
た一様な発泡プラスチツクス層の存在によつて従
来における如き湿気流も生ずることがなく決して
結露・凍結現象を引起さないのである。また、こ
の断熱壁における連続気泡型の発泡プラスチツク
層は含水率が相当に大きくなつても、殆ど断熱性
が低下せず、また不透湿性断熱板と組合せて用い
るので両材料の特性が相互補完的に働いて発泡プ
ラスチツク層内では決して凍結が生ぜず、したが
つて亀裂が発生して結露防止機能を減退せしめる
ようなこともないのである。
As illustrated and explained above, the insulating wall created by applying the present invention has a moisture-impermeable heat insulating board placed on the concrete wall frame side, and an open-cell foamed plastic layer seamlessly and uniformly placed on the wall board side. formed into
In addition, the joints of the moisture-impermeable insulation board are filled with foamed plastic, so even in cold regions where there is a huge difference in temperature between the outside and indoor temperatures, moisture is blocked by the moisture-impermeable insulation board and transferred to the wall structure. There is no migration, and due to the uniform foamed plastic layer, no moisture flow occurs as in the prior art, and no condensation or freezing phenomena occur. In addition, the open-cell foamed plastic layer in this insulation wall hardly loses its insulation properties even when the moisture content increases considerably, and since it is used in combination with a moisture-impermeable insulation board, the properties of both materials complement each other. As a result, no freezing occurs within the foamed plastic layer, and therefore no cracks will form which would reduce its anti-condensation properties.

つぎに、本発明方法について云えば、この方法
によると壁面が驚く程面一な結露防止構造断熱壁
を能率的に施工することができるうえに、これに
用いる部品・材料は単純化・規格化が容易なので
量産によりコストダウンも可能であつて経済的に
も有利であり、さらに作業自体も従来におけるよ
うな高度の木工技術を必要としないので、熟練し
た職人の不足する今日作業者の員数確保に極めて
有利である。
Next, regarding the method of the present invention, according to this method, it is possible to efficiently construct an insulating wall with a dew prevention structure that has a surprisingly flush wall surface, and the parts and materials used for this can be simplified and standardized. Since it is easy to carry out, it is possible to reduce costs through mass production, which is economically advantageous.Furthermore, the work itself does not require the advanced woodworking techniques used in the past, so it is possible to secure the number of workers today, when there is a shortage of skilled craftsmen. It is extremely advantageous.

このように本発明によれば、従来壁部断熱技術
には期待できない数多くの利点が得られるのであ
つて、その産業上の利用価値は非常に大きいもの
である。
As described above, the present invention provides many advantages that cannot be expected from conventional wall insulation techniques, and its industrial utility value is extremely large.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明を適用して構成した断熱壁の部
分的斜面図、第2図〜第5図は本発明方法の実例
を工程毎に表した工程説明図、第6図は第5図の
P部分拡大図、第7図〜第9図は本発明の他の施
工例を工程毎に表した工程説明図、第10図は本
発明の更に他の施工例を表す一部破断正面図であ
る。 1……不透湿性断熱板、11……目地部、2…
…連続気泡型の発泡プラスチツク層、3……アジ
ヤストボルト式固定具、4……網部材、5……棧
部材、51……(棧部材の)凹溝、52……抑え
板。A……コンクリート壁躯体、B……壁板、C
……断熱部材、D……空間部。
Figure 1 is a partial slope view of a heat insulating wall constructed by applying the present invention, Figures 2 to 5 are process explanatory diagrams showing examples of the method of the present invention for each step, and Figure 6 is Figure 5. Figures 7 to 9 are process explanatory diagrams showing each step of another construction example of the present invention, and Figure 10 is a partially cutaway front view showing still another construction example of the present invention. It is. 1... Moisture-impermeable heat insulation board, 11... Joint area, 2...
...open-cell foamed plastic layer, 3...adjusting bolt type fixing device, 4...net member, 5...branch member, 51...concave groove (of the bar member), 52...pressing plate. A... Concrete wall frame, B... Wall board, C
...Insulation member, D...Space part.

Claims (1)

【特許請求の範囲】 1 コンクリート壁躯体Aと壁板B,B………と
の間に断熱部材Cを内装した断熱壁において、断
熱部材Cが次の(a)および(b)の事項から構成されて
いることを特徴とした結露防止構造断熱壁。 (a) コンクリート壁躯体A面に張付けられた透湿
度の低い不透湿性断熱板1,1………; (b) 前記不透湿性断熱板1,1………の目地部1
1,11………に詰入るとともに壁板B,B…
……との間に充満して、同不透湿性断熱板1,
1………に接合一体化された連続気泡型の発泡
プラスチツク層2。 2 壁板B,B………が、コンクリート壁躯体A
面に配設されたレベル調整自在なアジヤストボル
ト式固定具3,3………にて面一状態に固定され
ている特許請求の範囲第1項記載の、結露防止構
造断熱壁。 3 壁板B,B………が、桟部材5を介してアジ
ヤストボルト式固定具3,3………に面一状態に
固定されている特許請求の範囲第2項記載の、結
露防止構造断熱壁。 4 アジヤストボルト式固定具3,3………が接
着剤によつてコンクリート壁躯体A面に固定され
ている特許請求の範囲第2項又は第3項記載の、
結露防止構造断熱壁。 5 アジヤストボルト式固定具3,3………が、
コンクリート壁躯体Aに埋込植立されている特許
請求の範囲第2項又は第3項記載の、結露防止構
造断熱壁。 6 壁板B,B………と、不透湿性断熱板1,1
………および連続気泡型の発泡プラスチツク層2
で構成された断熱部材Cの間に網部材4が布設さ
れており、前記発泡プラスチツク層2が網部材4
に面接合されている特許請求の範囲第1項〜第5
項のいずれか一つに記載の、結露防止構造断熱
壁。 7 不透湿性断熱板1,1………が発泡ポリスチ
レンボードであり、連続気泡型の発泡プラスチツ
ク層2が発泡ユリア樹脂である特許請求の範囲第
1項〜第6項のいずれか一つに記載の、結露防止
構造断熱壁。 8 不透湿性断熱板1,1………が、防水剤を混
入して板状に成形してなる耐水岩綿板であり、連
続気泡型の発泡プラスチツク層2が発砲ユリア樹
脂である特許請求の範囲1〜6のいずれか一つに
記載の、結露防止構造断熱壁。 9 コンクリート壁躯体A面に透湿度の低い不透
湿性断熱板1,1………を張付けると共に、更に
同壁躯体A面には前記不透湿性断熱板1,1……
…を貫通する如くアジヤストボルト式固定具3,
3………を所要間隔をもつて植設せしめた後、こ
れら固定具3,3………の固定面Fのレベルが面
一になるように調整してその上から壁板B,B…
……を張付け、張付けられた壁板B,B………に
は隙孔6,6………を適宜設け、同隙孔から空間
部D内へ連続気泡型のプラスチツク泡抹液を注入
充満せしめ、前記不透湿性断熱板の目地部11,
11………および空間部D内に連続気泡型の発泡
プラスチツク層2を形成せしめることを特徴とし
た結露防止構造断熱壁の施工方法。 10 コンクリート壁躯体A面に、アジヤストボ
ルト式固定具3,3………が所要密度に分布装着
された不透湿性断熱板1,1………を張付けると
共に、これら固定具3,3………の固定面Fのレ
ベルが面一になるように調整してその上から壁板
B,B………を張付け、張付けられた壁板B,B
………には隙孔6,6………を適宜設け、同隙孔
から空間部D内へ連続気泡型のプラスチツク泡抹
液を注入充満せしめ、前記不透湿性断熱板の目地
部11,11………および空間部D内に連続気泡
型の発泡プラスチツク層2を形成せしめることを
特徴とした結露防止構造断熱壁の施工方法。 11 コンクリート打設時に形成せらるべきコン
クリート壁躯体A面の所要位置にアジヤストボル
ト式固定具3,3………を配置し、コンクリート
の硬化によつてこれら固定具3,3………を壁躯
体A面に固定せしめた後、当該壁躯体A面に不透
湿性断熱板1,1………を付設し、次いで前記固
定具3,3………の固定面Fのレベルが面一にな
るように調整してその上から壁板B,B………を
張付ける一方、張付けられた壁板B,B………に
は隙孔6,6………を適宜開設して、同隙孔から
空間部D内へ連続気泡型のプラスチツク泡抹液を
注入充満せしめ、前記不透湿性断熱板の目地部1
1,11………および空間部D内に連続気泡型の
発泡プラスチツク層2を形成せしめることを特徴
とした結露防止構造断熱壁の施工方法。 12 コンクリート壁躯体A面に透湿度の低い不
透湿性断熱壁1,1………を張付けると共に、更
に同壁躯体A面には前記不透湿性断熱板1,1…
……を貫通する如くアジヤストボルト式固定具
3,3………を所要間隔をもつて植設せしめた
後、これら固定具3,3………の固定面Fのレベ
ルが面一になるように調整してその上から前記不
透湿性断熱板1,1………を覆う如く網部材4を
緊張状態に布設し、この網部材4と前記不透湿性
断熱板1,1………との間に形成された空間部D
に、同網部材4の網目を透して連続気泡型のプラ
スチツク泡抹液を注入充満せしめて前記不透湿性
断熱板の目地部11,11………および空間部D
内に連続気泡型の発泡プラスチツク層2を形成
し、更にこの発泡プラスチツク層2の上から前記
固定具3,3………へ壁板B,B………を張付け
ることを特徴とした結露防止構造断熱壁の施工方
法。 13 レベル調整されたアジヤストボルト式固定
具3,3………上に網部材4を布設するにあた
り、同固定具3,3………上に棧部材5を取付
け、取付けられた棧部材5,5………を介して前
記網部材4を緊張状態に布設せしめる特許請求の
範囲第12項記載の、結露防止構造断熱壁の施工
方法。 14 アジヤストボルト式固定具3,3………上
に取付ける棧部材5として、中央長手方向に凹溝
51を有する板体を用い、この棧部材5,5……
…上に張渡された網部材4を各棧部材の凹溝51
へ抑え板52を所定順序で嵌着することにより緊
張せしめる特許請求の範囲第13項記載の、結露
防止構造断熱壁の施工方法。 15 網部材4として、寒冷紗を使用する特許請
求の範囲第12項〜第14項のいずれか一つに記
載の、結露防止構造断熱壁の施工方法。 16 不透湿性断熱板1として発泡ポリスチレン
ボードを用い、連続気泡型の発泡プラスチツク層
2を形成するプラスチツク泡抹液としてユリア樹
脂泡抹液を用いる特許請求の範囲第12項〜第1
5項のいずれか一つに記載の、結露防止構造断熱
壁の施工方法。 17 不透湿性断熱板1として、防水剤を混入し
て板状に成形してなる耐水岩綿板を用い、連続気
泡型の発泡プラスチツク層2を形成するプラスチ
ツク泡抹液として、ユリア樹脂泡抹液を用いる特
許請求の範囲第12項〜第15項のいずれか一つ
に記載の、結露防止構造断熱壁の施工方法。
[Scope of Claims] 1. In a heat insulating wall in which a heat insulating member C is installed between a concrete wall frame A and wall plates B, B... An insulated wall with an anti-condensation structure. (a) Moisture-impermeable heat insulating boards 1, 1 with low moisture permeability attached to side A of the concrete wall structure; (b) Joint portion 1 of the moisture-impermeable heat insulating boards 1, 1......
1, 11...... and wall plates B, B...
. . . and the same moisture-impermeable heat insulating board 1,
An open-cell foamed plastic layer 2 is integrally bonded to 1. 2 Wall plates B, B...... are concrete wall frame A
A heat insulating wall with a dew condensation prevention structure according to claim 1, which is fixed flush with level-adjustable adjusting bolt type fixtures 3, 3 disposed on the surface. 3. Condensation prevention according to claim 2, in which the wall plates B, B...... are fixed flush to the adjusting bolt type fixtures 3, 3...... via the crosspiece member 5. Structural insulation walls. 4. According to claim 2 or 3, the adjustment bolt type fixing devices 3, 3... are fixed to surface A of the concrete wall structure with an adhesive,
Insulated wall with anti-condensation structure. 5 Adjustment bolt type fixing device 3, 3......
An insulating wall with a dew condensation prevention structure according to claim 2 or 3, which is embedded in a concrete wall frame A. 6 Wall plates B, B...... and moisture-impermeable heat insulating plates 1, 1
......and open-cell foamed plastic layer 2
A net member 4 is installed between the heat insulating members C, and the foamed plastic layer 2 is placed between the mesh members C.
Claims 1 to 5 which are joined face-to-face
An insulated wall with a condensation-preventing structure as described in any one of the paragraphs. 7. According to any one of claims 1 to 6, the moisture-impermeable heat insulating boards 1, 1... are foamed polystyrene boards, and the open-cell foamed plastic layer 2 is foamed urea resin. Insulated wall with anti-condensation structure as described. 8. A patent claim in which the moisture-impermeable heat insulating boards 1, 1... are water-resistant rock wool boards formed into a board shape with a waterproofing agent mixed therein, and the open-cell foamed plastic layer 2 is made of foamed urea resin. The anti-condensation structure insulating wall according to any one of Ranges 1 to 6. 9 Moisture-impermeable heat insulating boards 1, 1... with low moisture permeability are pasted on the A side of the concrete wall frame, and the above-mentioned moisture-impermeable heat insulating boards 1, 1... are attached on the A side of the same wall frame.
Adjustment bolt type fixture 3,
After installing the fixtures 3, 3, and so on at the required intervals, adjust the fixing surfaces F of these fixtures 3, 3, and so on to be flush with each other, and then install the wall plates B, B, and so on from above.
. . . Pasted wall boards B, B . . . have appropriate openings 6, 6 . The joint portion 11 of the moisture-impermeable heat insulating board,
11. A method for constructing a heat insulating wall with a dew condensation prevention structure, characterized by forming an open-cell foamed plastic layer 2 in the space D. 10 Attach the moisture-impermeable heat insulating boards 1, 1...... on which the adjusting bolt-type fixing devices 3, 3...... are distributed in the required density to the concrete wall frame A surface, and attach these fixing devices 3, 3... Adjust the level of the fixed surface F of ...... so that it is flush with the wall boards B, B...... from above it, and then paste the wall boards B, B
Properly provide holes 6, 6, etc. in the holes 6, 6, and fill the open-cell plastic foam solution into the space D through the holes, and fill the joints 11 of the moisture-impermeable heat insulating board. 11. A method for constructing a heat insulating wall with a dew condensation prevention structure, characterized by forming an open-cell foamed plastic layer 2 in the space D. 11 Arrange bolt type fixing devices 3, 3...... at the required positions on surface A of the concrete wall structure to be formed during concrete pouring, and as the concrete hardens, these fixing devices 3, 3...... After fixing to the wall skeleton A side, the moisture-impermeable heat insulating plates 1, 1...... are attached to the wall skeleton A side, and then the fixing surfaces F of the fixing devices 3, 3...... are flush with each other. Adjust the wall plates so that Open-cell plastic foam solution is injected and filled into the space D through the same gap hole, and the joint part 1 of the moisture-impermeable heat insulating board is filled.
1, 11... and a method for constructing a heat insulating wall with a dew condensation prevention structure, which comprises forming an open-cell foamed plastic layer 2 in the space D. 12 At the same time, the moisture-impermeable heat insulating walls 1, 1... with low moisture permeability are attached to the A side of the concrete wall frame, and the moisture-impermeable heat insulating plates 1, 1... are attached to the A side of the same wall frame.
After installing the adjusting bolt type fixing devices 3, 3... at the required intervals so as to penetrate through the..., the fixing surfaces F of these fixing devices 3, 3... will be flush with each other. The net member 4 is placed under tension so as to cover the moisture-impermeable heat insulating plates 1, 1... from above, and the net member 4 and the moisture-impermeable heat insulating plates 1, 1... The space D formed between
Then, an open-cell plastic foam solution is injected and filled through the mesh of the mesh member 4 to form the joints 11, 11 and the space D of the moisture-impermeable heat insulating board.
A dew condensation method characterized in that an open-cell foamed plastic layer 2 is formed inside the foamed plastic layer 2, and wall plates B, B...... are attached to the fixing devices 3, 3... Construction method of prevention structure insulation wall. 13 When installing the net member 4 on the level-adjusted adjusting bolt type fixtures 3, 3......, attach the shingle member 5 on the same fixtures 3, 3...... , 5 . . . , in which the net member 4 is installed in a tensioned state. 14 A plate body having a concave groove 51 in the longitudinal direction of the center is used as the rod member 5 to be attached on the adjuster bolt type fixing device 3, 3......
...The net member 4 stretched over the concave groove 51 of each member
14. The method of constructing a heat insulating wall with a dew condensation prevention structure, as set forth in claim 13, wherein tension is created by fitting the restraining plates 52 in a predetermined order. 15. The method of constructing a heat insulating wall with a dew condensation prevention structure according to any one of claims 12 to 14, wherein cheesecloth is used as the net member 4. 16 A foamed polystyrene board is used as the moisture-impermeable heat insulating board 1, and a urea resin foam solution is used as the plastic foam solution to form the open-cell foamed plastic layer 2.Claims 12 to 1
A method for constructing an insulating wall with a dew condensation prevention structure according to any one of Item 5. 17 As the moisture-impermeable heat insulating board 1, a water-resistant rock wool board formed into a plate shape with a waterproofing agent mixed therein is used, and as a plastic foam solution forming the open-cell foamed plastic layer 2, urea resin foam solution is used. A method for constructing a heat insulating wall with a dew condensation prevention structure according to any one of claims 12 to 15, which uses a liquid.
JP10861480A 1980-08-06 1980-08-06 Dew preventing construction of heat insulating wall and installation thereof Granted JPS5733649A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10861480A JPS5733649A (en) 1980-08-06 1980-08-06 Dew preventing construction of heat insulating wall and installation thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10861480A JPS5733649A (en) 1980-08-06 1980-08-06 Dew preventing construction of heat insulating wall and installation thereof

Publications (2)

Publication Number Publication Date
JPS5733649A JPS5733649A (en) 1982-02-23
JPS624493B2 true JPS624493B2 (en) 1987-01-30

Family

ID=14489257

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10861480A Granted JPS5733649A (en) 1980-08-06 1980-08-06 Dew preventing construction of heat insulating wall and installation thereof

Country Status (1)

Country Link
JP (1) JPS5733649A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5766112U (en) * 1980-10-07 1982-04-20
JPS615903U (en) * 1984-06-15 1986-01-14 大日本インキ化学工業株式会社 Building insulation structure

Also Published As

Publication number Publication date
JPS5733649A (en) 1982-02-23

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