JP2567021B2 - Construction method of the outer insulation wall of the structure - Google Patents

Construction method of the outer insulation wall of the structure

Info

Publication number
JP2567021B2
JP2567021B2 JP63054539A JP5453988A JP2567021B2 JP 2567021 B2 JP2567021 B2 JP 2567021B2 JP 63054539 A JP63054539 A JP 63054539A JP 5453988 A JP5453988 A JP 5453988A JP 2567021 B2 JP2567021 B2 JP 2567021B2
Authority
JP
Japan
Prior art keywords
mortar
lightweight
cement mortar
heat insulating
weight
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
JP63054539A
Other languages
Japanese (ja)
Other versions
JPH01226971A (en
Inventor
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 JP63054539A priority Critical patent/JP2567021B2/en
Publication of JPH01226971A publication Critical patent/JPH01226971A/en
Application granted granted Critical
Publication of JP2567021B2 publication Critical patent/JP2567021B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は建造物等の構築物を外面から断熱する外断熱
壁の施工方法に関する。
Description: TECHNICAL FIELD The present invention relates to a method for constructing an outer heat insulating wall for insulating a structure such as a building from the outside.

(従来の技術) 従来、コンクリート建造物等の構築物の外側を断熱す
る外断熱壁の施工方法は、乾式工法と湿式工法とがあ
る。このうち、湿式工法は第4図に示したように、構築
物のコンクリート躯体1の表面に接着モルタル2を塊状
にして分散配置し、この上に発泡ポリスチレン、ウレタ
ンフォーム等の樹脂発泡体よりなる断熱材3を押付けて
接着する。この断熱材3の表面に接着を目的とした調整
層4が塗布され、その上に仕上げ層であるセメントモル
タル5を塗布して仕上げを行う。
(Prior Art) Conventionally, there are a dry construction method and a wet construction method as a construction method of an outer heat insulating wall for insulating the outside of a structure such as a concrete structure. Among them, in the wet method, as shown in FIG. 4, the adhesive mortar 2 is lumped and dispersed on the surface of the concrete skeleton 1 of the construction, and the heat insulation made of resin foam such as expanded polystyrene and urethane foam is placed on this. The material 3 is pressed and adhered. An adjustment layer 4 for the purpose of adhesion is applied to the surface of the heat insulating material 3, and a cement mortar 5 which is a finishing layer is applied on the adjustment layer 4 for finishing.

しかし、この方法ではセメントモルタル5の収縮や断
熱材3とセメントモルタル5の熱膨張係数の差によって
生ずる応力等により、調整層4の接着力が低下し、仕上
げ層であるセメントモルタル5にクラックが入ったり、
剥離し、断熱効率の低下を来してしまう。
However, in this method, the adhesive force of the adjustment layer 4 is reduced due to the stress caused by the shrinkage of the cement mortar 5 and the difference in the thermal expansion coefficient between the heat insulating material 3 and the cement mortar 5, and the cement mortar 5 as the finishing layer is cracked. Enter
It peels off, resulting in a decrease in heat insulation efficiency.

そこで、この問題を解決するための改良工法として、
第5図示の方法が考えられた。この方法は調整層4を塗
布するまでは上記の方法と同じであるが、その後、セメ
ントモルタル5を塗布する前に表面の各所に例えばグラ
スメッシュ等の網状体7を具備したアンカーボルト6を
断熱材3を貫通してコンクリート躯体1に打ち込む。こ
の後、網状体7を起こすようにしてセメントモルタル5
を塗布し、網状体7を完全にセメントモルタル5の内部
に埋没させて仕上げ面にする。
Therefore, as an improved construction method to solve this problem,
The method shown in the fifth illustration was considered. This method is the same as the above method until the adjustment layer 4 is applied, but after that, before applying the cement mortar 5, the anchor bolts 6 having a mesh 7 such as glass mesh are heat-insulated at various points on the surface. It penetrates through the material 3 and is driven into the concrete skeleton 1. After this, the cement mortar 5 is formed by raising the mesh 7.
Is applied to completely embed the mesh 7 inside the cement mortar 5 to form a finished surface.

この方法は前記湿式方法に比べて表層剥離等が起こり
難いが、断熱効率の面で更に改善が望まれている。
Although this method is less likely to cause peeling of the surface layer as compared with the above-mentioned wet method, further improvement is desired in terms of heat insulation efficiency.

即ち、昭和60年建設省住指発第510号の規定による外
断熱壁工法に係る防火性能試験によると、従来方法では
40分位しか耐火性はもたない。
That is, according to the fireproof performance test related to the outer insulation wall construction method under the provisions of the Ministry of Construction, Sumitomo No. 510 in 1985, the conventional method
It has fire resistance only for about 40 minutes.

(発明が達成しようとする課題) 上述の改良された施工方法による断熱壁は、昭和60年
の第510号の規定による防火性能試験の加熱時間30分に
対しては充分に合格する断熱性能があるが、加熱時間60
分はもちこたえる性能に対しては不十分である。
(Problems to be achieved by the invention) The heat insulation wall obtained by the improved construction method described above has a heat insulation performance that sufficiently passes the heating time of 30 minutes in the fire protection performance test according to No. 510 of 1985. Yes, but heating time 60
Minutes are not sufficient for the ability to hold up.

本発明は上述の新しい防火性能試験に対しても合格す
る断熱性能を持った外断熱壁の施工方法を提供すること
が課題である。
It is an object of the present invention to provide a method for constructing an outer heat insulating wall having heat insulating performance that passes the above-mentioned new fireproof performance test.

(課題を達成するための手段) 上述の課題を達成するために、構築物のコンクリート
躯体1の外壁に接着モルタル2で樹脂発泡体よりなる断
熱材3を貼付した後、この断熱材3の外側に樹脂セメン
トモルタル10を塗布し、この樹脂セメントモルタル10の
外側に耐火性無機軽量体粒入りの軽量モルタル11を塗布
し、この軽量モルタル11の外側に前記の樹脂セメントモ
ルタル10の外側に化粧材12を塗布するものである。
(Means for Achieving the Object) In order to achieve the above-mentioned object, after the heat insulating material 3 made of a resin foam is adhered to the outer wall of the concrete skeleton 1 of the structure with the adhesive mortar 2, the heat insulating material 3 is attached to the outside of the heat insulating material 3. A resin cement mortar 10 is applied, a lightweight mortar 11 containing a refractory inorganic lightweight body particle is applied to the outside of the resin cement mortar 10, and a decorative material 12 is applied to the outside of the resin cement mortar 10 on the outside of the lightweight mortar 11. Is to be applied.

なお、前記軽量モルタル11として セメント 35重量% 耐火性無機軽量体粒 5〜20重量% 砂 60〜40重量% の組成を有し、これに水を加えて硬化させた比重が0.8
〜1.2あるものである。
The lightweight mortar 11 has a composition of 35% by weight of cement, 5 to 20% by weight of refractory inorganic lightweight particles, and 60 to 40% by weight of sand, and has a specific gravity of 0.8 when hardened by adding water thereto.
~ 1.2 is something.

(作用) 本発明の方法で施工した外断熱壁は耐火材料を使用し
た軽量モルタルにより、新しい防火性能試験である60分
間の加熱に充分耐えることが出来る。
(Function) The outer heat insulating wall constructed by the method of the present invention can sufficiently withstand heating for 60 minutes, which is a new fireproof performance test, by using a lightweight mortar using a fireproof material.

耐火性無機軽量体粒としては、比重が0.02〜0.25、粒
径が1〜15mmのパーライト、ひる石、軽石等が利用出来
る。
As the refractory inorganic lightweight particles, perlite, vermiculite, pumice, etc. having a specific gravity of 0.02 to 0.25 and a particle size of 1 to 15 mm can be used.

必要により、メチルセルローズやポリビニルアルコー
ル等の増粘剤を0.05〜2重量%、ガラス繊維やナイロン
繊維等の補強材を2〜15重量%配合しても良い。
If necessary, a thickener such as methyl cellulose or polyvinyl alcohol may be added in an amount of 0.05 to 2% by weight, and a reinforcing material such as glass fiber or nylon fiber may be added in an amount of 2 to 15% by weight.

(実施例) 第1図は本発明の方法により施工した外断熱壁の断面
図で、(イ)は窓部分の縦断面図、(ロ)は(イ)のA
部分の拡大断面図である。比重2.24のコンクリート躯体
1の外面に接着モルタル2を分散配置して肉厚20〜100m
mの断熱材3を貼付し、この断熱材3の外面に外装材9
を設ける。この外装材9を形成するには、先ず次層との
間の接着強度を増す目的で樹脂セメントモルタル10を約
1mmの厚さに塗布する。この樹脂セメントモルタル10の
外面に耐火性無機軽量体粒入りの軽量モルタル11を約10
mmの厚さに塗布し、その外面に再び上記樹脂セメントモ
ルタル10を約1mmの厚さに塗布し、その外面に化粧材12
としてアクリル系塗料、無機塗料その他一般の外装塗料
等を塗布する。
(Example) FIG. 1 is a cross-sectional view of an outer heat insulating wall constructed by the method of the present invention, (a) is a vertical cross-sectional view of a window portion, and (b) is A of (a).
It is an expanded sectional view of a part. Adhesive mortar 2 is distributed and arranged on the outer surface of a concrete skeleton 1 with a specific gravity of 2.24 and a wall thickness of 20 to 100 m.
The heat insulating material 3 of m is attached, and the exterior material 9 is attached to the outer surface of the heat insulating material 3.
To provide. In order to form the exterior material 9, first, resin cement mortar 10 is added in order to increase the adhesive strength with the next layer.
Apply to a thickness of 1 mm. Approximately 10 lightweight mortars 11 containing refractory inorganic lightweight body particles are provided on the outer surface of this resin cement mortar 10.
mm to a thickness of about 1 mm, and the outer surface of the resin cement mortar 10 is applied again to a thickness of about 1 mm.
As the acrylic coating, inorganic coating and other general exterior coatings are applied.

上記の工法で軽量モルタル11の塗布を2回に分け、中
間に荒目の耐アルカリガラス繊維クロス13を塗り込んで
クラック防止処置を施しても良い。
The light mortar 11 may be applied twice by the above-mentioned method, and a coarse alkali-resistant glass fiber cloth 13 may be applied in the middle to prevent cracks.

上記軽量モルタル11として本実施例では次の材料を使
用した。その組成は セメント 35.0重量% パーライト 15.0重量% (粒径1〜2.5mm 比重0.16〜0.25) 砂 46.9重量% メチルセルローズ 0.1重量% ガラス繊維 3.0重量% (耐アルカリ性ガラス繊維チョップドストランド フィラメント径:13μm 収束数 :160 本 長さ :13mm) 比重 1.01 である。
In this embodiment, the following materials were used as the lightweight mortar 11. Its composition is cement 35.0% by weight pearlite 15.0% by weight (particle size 1-2.5 mm specific gravity 0.16-0.25) sand 46.9% by weight methyl cellulose 0.1% by weight glass fiber 3.0% by weight (alkali resistant glass fiber chopped strands filament diameter: 13 μm convergence number : 160 pieces Length: 13mm) Specific gravity is 1.01.

断熱材3としては比重0.018の発泡ポリスチレン板で1
00mm厚の板を使用した。
As the heat insulating material 3, a polystyrene foam plate with a specific gravity of 0.018 is used.
A 00 mm thick plate was used.

次に上記実施例で施工した2点の断熱壁A、Bの防火
性能試験について説明する。
Next, the fireproof performance test of the two heat insulating walls A and B constructed in the above example will be described.

試験方法としては昭和60年建設省住指発第510号に規
定する外断熱工法に係る防火性能試験方法による。
The test method is based on the fireproof performance test method related to the external insulation method specified in Ministry of Construction, Sumisho No. 510, 1985.

試験体及び加熱試験結果は第1表及び第2表の通りで
ある。
The test pieces and the heating test results are as shown in Tables 1 and 2.

試験結果は第3図の各部の平均温度の変化を示すグラ
フで示してある。
The test results are shown in the graph of FIG. 3 showing changes in the average temperature of each part.

前記加熱試験は加熱開始後60分で加熱終了し、その後
の状況は次の通りである。
The heating test was completed 60 minutes after the start of heating, and the situation after that is as follows.

1) 試験体記号A 加熱側 〔加熱終了直後〕 ・ 外装材の下部及び開口部周囲に断熱材によるおよそ
30cmの長さの残炎 〔試験体の脱炉:加熱終了後30分〕 ・ 外装材の下部において加熱終了後84分まで残炎 ・ 外装材の4個所において部分的な表層部の脱落及び
5個所において表層部の浮き上がり ・ 断熱材はすべて焼失 裏面側 ・ 特に変化なし 2) 試験体記号B 加熱側 〔加熱終了直後〕 ・ 前記Aの場合と同じ 〔試験体の脱炉:加熱終了後30分〕 ・ 外装材の下部において加熱終了後95分まで残炎 ・ 外装材の数個所において部分的な表層部の脱落及び
5〜6個所において表層部の浮き上がり ・ 断熱材はすべて焼失 裏面側 ・特に変化なし (発明の硬化) 上述の試験結果で確認出来るように、外側からの加熱
が60分間では裏面側は特に変化を起こしていないので、
60分間の新しい防火性能試験でも問題はなく、実用上充
分な防火壁として使用することが可能である。
1) Specimen symbol A Heating side [immediately after the end of heating] ・ Around the lower part of the exterior material and around the opening with a heat insulating material
Afterflame with a length of 30 cm [De-furnace of test specimen: 30 minutes after heating] -Afterflame at the bottom of the exterior material up to 84 minutes after completion of heating-Partial drop of the surface layer at 4 locations on the exterior material and 5 The surface layer floats up at the location. ・ The heat insulating material is completely burned down. The back side does not change. 2) Specimen symbol B heating side [immediately after heating] ・ Same as in the case of A above. ] Afterflame at the bottom of the exterior material for up to 95 minutes after heating is completed.-Partial surface layer drop off at several locations of the exterior material and surface surface lift up at 5 to 6 locations.-Insulation material is completely burned. None (curing of the invention) As can be seen from the above test results, there is no particular change on the back side after 60 minutes of heating from the outside, so
There is no problem even in the new fire protection performance test for 60 minutes, and it can be used as a practically sufficient fire wall.

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

第1図は本発明の施工例の断面図で、(イ)は窓部分の
断熱図、(ロ)は(イ)のA部分の拡大断面図、第2図
は外断熱工法の防火性能試験の試験体の断面図、第3図
は試験結果の各部の平均温度の変化を示すグラフ、第4
図は従来の湿式工法による施工例の断面図、第5図は従
来の乾式工法による施工例の断面図である。 1:コンクリート躯体、2:接着モルタル、3:断熱材、10:
樹脂セメントモルタル、11:軽量モルタル、12:化粧材。
FIG. 1 is a cross-sectional view of a construction example of the present invention, (a) is a heat insulating view of a window portion, (b) is an enlarged cross-sectional view of an A portion of (a), and FIG. 2 is a fire performance test of an outer heat insulating method. FIG. 4 is a cross-sectional view of the test body of FIG.
FIG. 5 is a sectional view of an example of construction by the conventional wet construction method, and FIG. 5 is a sectional view of an example of construction by the conventional dry construction method. 1: Concrete frame, 2: Adhesive mortar, 3: Insulation, 10:
Resin cement mortar, 11: Lightweight mortar, 12: Decorative material.

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】構築物のコンクリート躯体の外壁に接着モ
ルタルで樹脂発泡体よりなる断熱材を貼付した後、この
断熱材の外側に樹脂セメントモルタルを塗布し、この樹
脂セメントモルタルの外側に耐火性無機軽量体粒入り軽
量モルタルを塗布し、この軽量モルタルの外側に前記の
樹脂セメントモルタルを再度塗布し、この樹脂セメント
モルタルの外側に化粧材を塗布したことを特徴とする構
築物の外断熱壁の施工方法。
1. A heat-insulating material made of a resin foam is adhered to an outer wall of a concrete skeleton of a structure with an adhesive mortar, and a resin cement mortar is applied to the outer side of the heat insulating material, and a fire-resistant inorganic material is applied to the outer side of the resin cement mortar. Construction of the outer insulation wall of the structure, characterized in that a lightweight mortar containing lightweight body particles is applied, the resin cement mortar is applied again on the outside of the lightweight mortar, and a decorative material is applied on the outside of the resin cement mortar. Method.
【請求項2】前記軽量モルタルが セメント 35重量% 耐火性無機軽量体粒 5〜20重量% 砂 60〜40重量% の組成を有し、比重が0.8〜1.2である特許請求の範囲第
1項記載の構築物の外断熱壁の施工方法。
2. The lightweight mortar has a composition of 35% by weight of cement, 5 to 20% by weight of refractory inorganic lightweight particles, and 60 to 40% by weight of sand, and has a specific gravity of 0.8 to 1.2. The method for constructing the outer heat insulation wall of the described structure.
JP63054539A 1988-03-07 1988-03-07 Construction method of the outer insulation wall of the structure Expired - Fee Related JP2567021B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63054539A JP2567021B2 (en) 1988-03-07 1988-03-07 Construction method of the outer insulation wall of the structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63054539A JP2567021B2 (en) 1988-03-07 1988-03-07 Construction method of the outer insulation wall of the structure

Publications (2)

Publication Number Publication Date
JPH01226971A JPH01226971A (en) 1989-09-11
JP2567021B2 true JP2567021B2 (en) 1996-12-25

Family

ID=12973474

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63054539A Expired - Fee Related JP2567021B2 (en) 1988-03-07 1988-03-07 Construction method of the outer insulation wall of the structure

Country Status (1)

Country Link
JP (1) JP2567021B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010168893A (en) * 2008-12-27 2010-08-05 Bekku Kk Heat-insulating structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010168893A (en) * 2008-12-27 2010-08-05 Bekku Kk Heat-insulating structure

Also Published As

Publication number Publication date
JPH01226971A (en) 1989-09-11

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