JPS63304869A - Construction of outer heat insulating wall of structure - Google Patents

Construction of outer heat insulating wall of structure

Info

Publication number
JPS63304869A
JPS63304869A JP13747787A JP13747787A JPS63304869A JP S63304869 A JPS63304869 A JP S63304869A JP 13747787 A JP13747787 A JP 13747787A JP 13747787 A JP13747787 A JP 13747787A JP S63304869 A JPS63304869 A JP S63304869A
Authority
JP
Japan
Prior art keywords
heat insulating
mesh
insulation
insulating wall
resin
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
Application number
JP13747787A
Other languages
Japanese (ja)
Other versions
JP2514659B2 (en
Inventor
勝敏 中村
一生 浅野
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.)
Mitsubishi Chemical BASF Co Ltd
Original Assignee
Mitsubishi Chemical BASF Co 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 Mitsubishi Chemical BASF Co Ltd filed Critical Mitsubishi Chemical BASF Co Ltd
Priority to JP13747787A priority Critical patent/JP2514659B2/en
Publication of JPS63304869A publication Critical patent/JPS63304869A/en
Application granted granted Critical
Publication of JP2514659B2 publication Critical patent/JP2514659B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は構築物の外断熱壁の構築法、更に詳細には建築
物の外壁に取り付けた断熱材上に形成されるセメントモ
ルタルの仕上げ下地層のクランク発生を抑制する構築物
の外断熱壁の構築法に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method for constructing an external heat insulating wall of a building, and more particularly to a finishing base layer of cement mortar formed on a heat insulating material attached to an external wall of a building. This invention relates to a method of constructing an external insulation wall for a structure that suppresses the occurrence of cranking.

〔従来の技術〕[Conventional technology]

従来、斯種構築物の外断熱壁の構築法として特開昭61
−45057号公報に記載のようにコンクリート躯体に
付着させた断熱材の継ぎ目部分にグラスメツシュ、平た
い金網等の網状物を埋設しながら樹脂モルタルを塗布し
て継ぎ目補強層を形成し、この継ぎ目補強層と断熱材上
に調整層を形成したものがある。
Conventionally, as a construction method for external heat insulation walls of this type of structure, Japanese Patent Application Laid-Open No. 61
As described in Publication No. 45057, a resin mortar is applied while embedding a net-like material such as glass mesh or a flat wire mesh in the joint part of the heat insulating material attached to the concrete frame to form a joint reinforcement layer. There is also one that has an adjustment layer formed on the insulation material.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかし上記のものはその断熱材の継ぎ目部分しか網状物
で補強されないので、表面層全体のクラックの発生防止
には不充分であると共にその継ぎ目部分の網状物に応力
が集中し、綱状物に付随する表層のモルタルが破断する
おそれがある。
However, in the above method, only the joints of the insulation material are reinforced with the mesh material, which is insufficient to prevent cracks from occurring in the entire surface layer, and stress concentrates on the mesh material at the joints, causing the wire-like material to There is a risk that the accompanying surface mortar will break.

〔問題点を解決するための手段〕[Means for solving problems]

本発明はかかる欠点を除去するもので、構築物のコンク
リート躯体1の外断熱壁において、コンクリート躯体1
の外表面に断熱材3をいも目地状に取り付け、この断熱
材3の一方向の継ぎ目4a。
The present invention eliminates such drawbacks, and in the external insulation wall of the concrete frame 1 of a structure, the concrete frame 1
A heat insulating material 3 is attached to the outer surface of the heat insulating material 3 in the form of a potato joint, and a seam 4a in one direction of the heat insulating material 3 is formed.

4b 、 4c・・・・・・には10〜3ocIII幅
の第1の網状補強材5a、5b・・・・・・を外装用樹
脂混入モルタル8で取り付けておき、断熱材3の幅より
10〜30cI11幅広の第2の網状補強材6a 、 
6b・・・・・・を、重ね部の中心が断熱材3の他の方
向の継ぎ目7a 、 7b 、 7c・・・・・・にく
るよう埋設しながら樹脂混入モルタル8を外装材として
塗布し塗材10を塗装する構築物の外断熱壁の構築法で
ある。
4b, 4c......, the first mesh reinforcing members 5a, 5b...with a width of 10 to 3ocIII are attached with exterior resin-containing mortar 8, and the width of the insulation material 3 is 10 ~30cI11 wide second mesh reinforcement 6a,
6b... is buried so that the center of the overlapped portion is at the seams 7a, 7b, 7c... in the other direction of the heat insulating material 3, and resin-containing mortar 8 is applied as an exterior material. This is a method of constructing an external heat insulation wall of a structure to which coating material 10 is applied.

また、綱状補強材5a 、 5b・・・・・・、6a、
6b・・・・・・として耐アルカリ性を有するガラス繊
維メツシュを用いてなるものである。
In addition, rope-shaped reinforcing materials 5a, 5b..., 6a,
6b... is made of glass fiber mesh having alkali resistance.

〔作 用〕 樹脂混入モルタル8は第1及び第2の網状補強材5a 
、 5b・・・・・・、6a、6b・・・・・・と一体
となって固化し、断熱材3の外表面の外装材となるもの
であるが、その断熱材3の継ぎ目4a 、 4b・・・
・・・、7a、7b・・・・・・に相当する部分は第1
及び第2の網状補強材5a 、 5b・・・・・・、6
a、6b・・・・・・或いは第2の網状補強材6a 、
 6b・・・・・・のみの重なり部により2重の網状補
強材で補強される。
[Function] The resin-containing mortar 8 serves as the first and second net reinforcement material 5a.
, 5b..., 6a, 6b...... are solidified together and become the exterior material for the outer surface of the heat insulating material 3, and the joint 4a of the heat insulating material 3, 4b...
..., 7a, 7b... The parts corresponding to the first
and second mesh reinforcing materials 5a, 5b..., 6
a, 6b... or the second mesh reinforcing material 6a,
6b... is reinforced with a double mesh reinforcing material by the overlapped portion.

〔実施例〕〔Example〕

上記断熱材3は厚さ50m−1横900鰭、縦600龍
の板状のプラスチック製発泡体(密度0.012〜0.
1g/c+J)で、アイジャクリ面で上下に隣接し、接
着用の樹脂モルタル9でコンクリート躯体1の外表面に
取り付けられる。
The heat insulating material 3 is a plate-shaped plastic foam (density 0.012-0.
1g/c+J), are vertically adjacent to each other on the eye jack surface, and are attached to the outer surface of the concrete frame 1 using resin mortar 9 for adhesion.

上記網状補強材5a 、 5b・・・・・・は10cm
〜3Qcm幅、メツシュが2〜10mのグラスファイバ
ーメツシュで、断熱材3,3・・・・・・の上下間の継
ぎ目4a 、 4b・・・・・・に沿って横(水平)方
向に取り付け、また網状補強材6a 、 6b・・・・
・・もグラスファイバーメソシュで断熱材3,3・・・
・・・の左右間の継ぎ目7a 、 7b・・・・・・に
沿ってm(垂直)方向に重なるように取り付けるが、こ
れらの縦横(水平、垂直)及び上下左右の関係は反対に
してもよい。
The mesh reinforcing materials 5a, 5b... are 10 cm long.
A glass fiber mesh with a width of ~3Qcm and a mesh size of 2 to 10m is used in the lateral (horizontal) direction along the seams 4a, 4b... between the top and bottom of the insulation materials 3, 3... Attachment and mesh reinforcement members 6a, 6b...
...Insulation material with glass fiber mesh 3,3...
They are installed so that they overlap in the m (vertical) direction along the left and right joints 7a, 7b... of good.

断熱材3の発泡体としては、フェノールフオーム、尿素
フオーム、ポリスチレンフオーム、ポリエチレンフオー
ム、ポリプロピレンフオーム、硬質ウレタンフオーム等
が使用される。
As the foam for the heat insulating material 3, phenol foam, urea foam, polystyrene foam, polyethylene foam, polypropylene foam, hard urethane foam, etc. are used.

樹脂モルタルとしては、セメントにSBRラテックス、
アクリル系エマルジョン、エチレン・酢酸ビニル共重合
ラテックス、液状エポキシ樹脂等の接着剤を混合したも
のが使用される。
As resin mortar, cement, SBR latex,
A mixture of adhesives such as acrylic emulsion, ethylene/vinyl acetate copolymer latex, and liquid epoxy resin is used.

塗材10は樹脂混入モルタル8の乾燥後塗布するもので
ある。この塗材10としてはエポキシ系のマスチック塗
料、アクリル塗料等が使用される。
The coating material 10 is applied after the resin-containing mortar 8 has dried. As the coating material 10, epoxy mastic paint, acrylic paint, etc. are used.

〔発明の効果〕〔Effect of the invention〕

以上のように本発明によれば、熱応力、地震により発生
する応力等が集中する断熱材の継ぎ目部分を第1の網状
補強材及び第2の網状補強材を2重に重ねているので、
この応力が補強材により分散、しかも第2の網状補強材
により全面に分散され、その応力は極めて小さいものと
なるのでクランクの発生を外装材の全面に亘って均等か
つ確実に防止することができるものである。
As described above, according to the present invention, since the first mesh reinforcement material and the second mesh reinforcement material are overlapped in two layers at the joint portion of the insulation material where thermal stress, stress generated by earthquake, etc. are concentrated,
This stress is dispersed by the reinforcing material, and moreover, is dispersed over the entire surface by the second net-like reinforcing material, and this stress becomes extremely small, making it possible to evenly and reliably prevent the occurrence of cranks over the entire surface of the exterior material. It is something.

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

第1図は本発明の一実施例の断熱材の裏面に網状補強材
を敷設した状態の正面図、第2図は第1図A−A線断面
図、第3図は第1図B−B線断面図である。 1はコンクリート躯体、3は断熱材、4a 、 4b 
。 4c・・・・・・は継ぎ目、5a 、 5b・・・・・
・は第1の網状補強材、8は外装用樹脂混入モルタル、
6a 、 6b・・・・・・は第2の網状補強材、7a
 、 7b 、 7c・・・・・・は他の方向の継ぎ目
、lO・・・・・・塗材。
Fig. 1 is a front view of a state in which a mesh reinforcing material is laid on the back side of a heat insulating material according to an embodiment of the present invention, Fig. 2 is a sectional view taken along the line A-A in Fig. 1, and Fig. 3 is a cross-sectional view taken along the line B-- Fig. 1. It is a sectional view taken along the B line. 1 is the concrete frame, 3 is the insulation material, 4a, 4b
. 4c... is the seam, 5a, 5b...
・ is the first mesh reinforcement material, 8 is the resin-containing mortar for the exterior,
6a, 6b... are the second mesh reinforcing materials, 7a
, 7b, 7c... are seams in other directions, lO... coating material.

Claims (2)

【特許請求の範囲】[Claims] (1)構築物のコンクリート躯体の外断熱壁において、
コンクリート躯体の外表面に断熱材をいも目地状に取り
付け、この断熱材の一方向の継ぎ目には10〜30cm
幅の第1の網状補強材を外装用樹脂混入モルタルで取り
付けておき、断熱材の幅より10〜30cm幅広の第2
の網状補強材を、重ね部の中心が断熱材の他の方向の継
ぎ目にくるよう埋設しながら樹脂混入モルタルを外装材
として塗布し塗材を塗装する構築物の外断熱壁の構築法
(1) In the external insulation wall of the concrete frame of the structure,
The insulation material is attached to the outer surface of the concrete structure in a joint pattern, and the joints in one direction of this insulation material are 10 to 30 cm deep.
The first net-like reinforcing material with a width of
A method of constructing an external insulation wall for a structure in which a mesh reinforcement material is buried so that the center of the overlapped part is at the seam in the other direction of the insulation material, and resin-containing mortar is applied as an exterior material and the coating material is painted.
(2)網状補強材として耐アルカリ性を有するガラス繊
維メッシュを用いてなる特許請求の範囲第1項記載の構
築物の外断熱壁の構築法。
(2) A method for constructing an external heat insulating wall of a structure according to claim 1, wherein a glass fiber mesh having alkali resistance is used as a mesh reinforcing material.
JP13747787A 1987-05-31 1987-05-31 Construction method of outer insulation wall of structure Expired - Fee Related JP2514659B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13747787A JP2514659B2 (en) 1987-05-31 1987-05-31 Construction method of outer insulation wall of structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13747787A JP2514659B2 (en) 1987-05-31 1987-05-31 Construction method of outer insulation wall of structure

Publications (2)

Publication Number Publication Date
JPS63304869A true JPS63304869A (en) 1988-12-13
JP2514659B2 JP2514659B2 (en) 1996-07-10

Family

ID=15199537

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13747787A Expired - Fee Related JP2514659B2 (en) 1987-05-31 1987-05-31 Construction method of outer insulation wall of structure

Country Status (1)

Country Link
JP (1) JP2514659B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003013513A (en) * 2001-07-02 2003-01-15 Fudo Constr Co Ltd Manufacturing method for external heat insulating member and manufacturing method for external heat insulating pc concrete
JP2007146400A (en) * 2005-11-24 2007-06-14 Asahi Kasei Construction Materials Co Ltd Outside insulation wall structure of building
JP2007205057A (en) * 2006-02-02 2007-08-16 Takemoru Kogyo Kk Mortar wall finishing method
JPWO2005113909A1 (en) * 2004-05-21 2008-03-27 富士工業株式会社 External heat insulating wall construction structure and external heat insulating wall construction method using the same
JP2009228371A (en) * 2008-03-25 2009-10-08 Sekisui Plastics Co Ltd Outer heat insulation structure and its construction method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003013513A (en) * 2001-07-02 2003-01-15 Fudo Constr Co Ltd Manufacturing method for external heat insulating member and manufacturing method for external heat insulating pc concrete
JPWO2005113909A1 (en) * 2004-05-21 2008-03-27 富士工業株式会社 External heat insulating wall construction structure and external heat insulating wall construction method using the same
JP4630866B2 (en) * 2004-05-21 2011-02-09 富士工業株式会社 External heat insulating wall construction structure and external heat insulating wall construction method using the same
JP2007146400A (en) * 2005-11-24 2007-06-14 Asahi Kasei Construction Materials Co Ltd Outside insulation wall structure of building
JP2007205057A (en) * 2006-02-02 2007-08-16 Takemoru Kogyo Kk Mortar wall finishing method
JP2009228371A (en) * 2008-03-25 2009-10-08 Sekisui Plastics Co Ltd Outer heat insulation structure and its construction method

Also Published As

Publication number Publication date
JP2514659B2 (en) 1996-07-10

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