JPH0711744A - Multiple layer system coating film waterproofing structure - Google Patents
Multiple layer system coating film waterproofing structureInfo
- Publication number
- JPH0711744A JPH0711744A JP17987993A JP17987993A JPH0711744A JP H0711744 A JPH0711744 A JP H0711744A JP 17987993 A JP17987993 A JP 17987993A JP 17987993 A JP17987993 A JP 17987993A JP H0711744 A JPH0711744 A JP H0711744A
- Authority
- JP
- Japan
- Prior art keywords
- layer
- waterproof layer
- waterproof
- waterproofing
- waterproofing layer
- 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.)
- Pending
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Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、屋上や庇、バルコニー
やベランダ、地下室の二重壁や床、外壁、水槽やタン
ク、厨房や便所、浴室などに用いるために、下地に複数
の防水層を積層して密着塗布した複層系塗膜防水構造に
関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is applied to a roof or an eaves, a balcony or a veranda, a double wall or floor of a basement, an outer wall, a tank or a tank, a kitchen or a toilet, a bathroom, etc. The present invention relates to a multilayer coating film waterproof structure in which layers are laminated and closely applied.
【0002】[0002]
【従来の技術】上述のように下地に防水層を密着塗布し
た場合、従来では、下地が亀裂発生などにより変形した
ときに、その影響を受けて防水層も破損し、防水機能を
低下しやすい問題があった。そこで、下地の大きな変形
に対しても追従しやすいように、防水層を剪断弾性係数
の低い材料で構成することが考えられている。2. Description of the Related Art In the case where a waterproof layer is closely applied to a base as described above, conventionally, when the base is deformed due to cracking or the like, the waterproof layer is damaged under the influence of the base, and the waterproof function is apt to deteriorate. There was a problem. Therefore, it is considered that the waterproof layer is made of a material having a low shear elastic modulus so that the waterproof layer can easily follow a large deformation of the base.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、上述の
ような剪断弾性係数の低い材料の場合、表層が軟らかく
なるために、その表層の強度が低下し、耐外傷性が劣る
など、他の機能に支障を来す欠点があった。However, in the case of a material having a low shear modulus as described above, the surface layer becomes soft, so that the strength of the surface layer is lowered and the external damage resistance is deteriorated. There was a drawback that caused trouble.
【0004】本発明は、上述のような事情に鑑みてなさ
れたものであって、下地の亀裂発生などの変形に対して
追従できながら表層の強度を高くできるようにすること
を目的とする。The present invention has been made in view of the above circumstances, and it is an object of the present invention to make it possible to increase the strength of the surface layer while being able to follow deformation such as cracking of the underlayer.
【0005】[0005]
【課題を解決するための手段】本発明は、上述のような
目的を達成するために、下地に複数の防水層を積層して
密着塗布した複層系塗膜防水構造であって、各防水層の
材料を同一組成で構成するとともに、その組成比を、下
側防水層における剪断弾性係数が上側防水層よりも低く
なるように構成する。In order to achieve the above-mentioned objects, the present invention is a multilayer coating film waterproof structure in which a plurality of waterproof layers are laminated and applied in close contact with a base, and The layers are made of the same composition, and the composition ratio is set so that the shear elastic modulus of the lower waterproof layer is lower than that of the upper waterproof layer.
【0006】[0006]
【作用】本発明の複層系塗膜防水構造の構成によれば、
同一組成で層間の密着性を高くできながら、亀裂発生な
どの下地の変形に対して、剪断弾性係数が低い下側防水
層で追従させ、下地の変形に伴う応力が上側防水層に伝
わることを抑制し、そして、表層の強度は、剪断弾性係
数が高い上側防水層によって確保することができる。According to the structure of the multi-layer coating waterproof structure of the present invention,
While the adhesion between layers can be increased with the same composition, the lower waterproof layer with a low shear modulus can follow the deformation of the underlying layer such as cracks, and the stress due to the deformation of the underlying layer can be transmitted to the upper waterproof layer. The restraint and surface strength can be ensured by the upper waterproof layer, which has a high shear modulus.
【0007】[0007]
【実施例】次に、本発明の実施例を図面に基づいて詳細
に説明する。Embodiments of the present invention will now be described in detail with reference to the drawings.
【0008】図1は、本発明に係る複層系塗膜防水構造
の実施例を示す断面図であり、下地1に下側防水層とし
ての第1の防水層2が塗布され、その第1の防水層2の
表面に上側防水層としての第2の防水層3が塗布され、
複層系塗膜防水構造が構成されている。FIG. 1 is a sectional view showing an embodiment of a multi-layer coating waterproof structure according to the present invention, in which a first waterproof layer 2 as a lower waterproof layer is applied to a base 1 and its first The second waterproof layer 3 as an upper waterproof layer is applied to the surface of the waterproof layer 2 of
A multi-layer coating waterproof structure is constructed.
【0009】前記第1および第2の防水層2,3はいず
れも同一組成の材料で構成され、水硬性結合材としてア
ルミナセメントを、骨材として8号硅砂を、充填材とし
てクレーや炭酸カルシウムを、そして、ポリマーとして
樹脂分50%程度のアクリルゴム系エマルションをそれぞ
れ用い、これらに混練上必要な最小限の水および添加剤
を加えて構成されている。The first and second waterproof layers 2 and 3 are made of materials having the same composition. Alumina cement is used as a hydraulic binder, No. 8 silica sand is used as an aggregate, and clay or calcium carbonate is used as a filler. And an acrylic rubber-based emulsion having a resin content of about 50% as a polymer, to which the minimum amount of water and additives necessary for kneading are added.
【0010】<第1実施例>アルミナセメント 100重量
部に、8号硅砂を50重量部、充填材を 350重量部、ポリ
マーを 750重量部それぞれ加えて混練し、それを下地1
に塗布して第1の防水層2を構成し、その第1の防水層
2の表面に、アルミナセメント 100重量部に、8号硅砂
を50重量部、充填材を 350重量部、ポリマーを 500重量
部それぞれ加えて混練したものを塗布して第2の防水層
3を構成し、所定期間養生して複層系塗膜防水構造を構
成した。<First Example> To 100 parts by weight of alumina cement, 50 parts by weight of No. 8 silica, 350 parts by weight of filler, and 750 parts by weight of polymer were added and kneaded.
To form the first waterproof layer 2, and on the surface of the first waterproof layer 2, 100 parts by weight of alumina cement, 50 parts by weight of No. 8 silica, 350 parts by weight of filler, and 500 parts by weight of polymer. The second waterproof layer 3 was formed by adding the respective parts by weight and kneading, and the second waterproof layer 3 was aged for a predetermined period to form a multilayer coating film waterproof structure.
【0011】<第2実施例>アルミナセメント 100重量
部に、8号硅砂を50重量部、充填材を 350重量部、ポリ
マーを1000重量部それぞれ加えて混練し、それを下地1
に塗布して第1の防水層2を構成し、その第1の防水層
2の表面に、アルミナセメント 100重量部に、8号硅砂
を50重量部、充填材を 350重量部、ポリマーを 500重量
部それぞれ加えて混練したものを塗布して第2の防水層
3を構成し、所定期間養生して複層系塗膜防水構造を構
成した。<Second Embodiment> To 100 parts by weight of alumina cement, 50 parts by weight of No. 8 silica, 350 parts by weight of filler, and 1000 parts by weight of polymer were added and kneaded.
To form the first waterproof layer 2, and on the surface of the first waterproof layer 2, 100 parts by weight of alumina cement, 50 parts by weight of No. 8 silica, 350 parts by weight of filler, and 500 parts by weight of polymer. The second waterproof layer 3 was formed by adding the respective parts by weight and kneading, and the second waterproof layer 3 was aged for a predetermined period to form a multilayer coating film waterproof structure.
【0012】次に、本発明に至る根拠となった実験結果
について説明する。供試体としては、図2の斜視図に示
すように、厚みが4mmで70× 150mmの大きさのスレート
製の下地1の中央部に破断用の切欠4を形成し、その下
地1上に、次のような実施例ならびに比較例のものを塗
布し、それぞれ温度20℃、相対湿度65%で7日間養生し
て作製した。なお、実施例のものにおいては、第1の防
水層2を構成した後、1日間間隔をおいて第2の防水層
3を構成した。図2では、第1および第2の防水層2,
3を構成したものを示している。Next, the experimental results which are the basis of the present invention will be described. As a test piece, as shown in the perspective view of FIG. 2, a notch 4 for breaking is formed in the central portion of a base 1 made of slate having a thickness of 4 mm and a size of 70 × 150 mm, and on the base 1, The following examples and comparative examples were applied and cured by curing at a temperature of 20 ° C. and a relative humidity of 65% for 7 days. In the example, the first waterproof layer 2 was formed, and then the second waterproof layer 3 was formed at intervals of one day. In FIG. 2, the first and second waterproof layers 2,
3 shows a configuration of No. 3.
【0013】<実験用の第1実施例>前述第1実施例に
おける第1および第2の防水層2,3それぞれの塗布膜
厚を1mmとした。 <実験用の第2実施例>前述第2実施例における第1お
よび第2の防水層2,3それぞれの塗布膜厚を1mmとし
た。 <実験用の第3実施例>前述第1実施例における第1の
防水層2の塗布膜厚を 1.5mmとし、一方、第2の防水層
3の塗布膜厚を1mmとした。 <実験用の第4実施例>前述第2実施例における第1の
防水層2の塗布膜厚を 1.5mmとし、一方、第2の防水層
3の塗布膜厚を1mmとした。<First Example for Experiment> The coating film thickness of each of the first and second waterproof layers 2 and 3 in the first example was set to 1 mm. <Second Example for Experiment> The coating thickness of each of the first and second waterproof layers 2 and 3 in the second example was set to 1 mm. <Third Example for Experiment> The coating thickness of the first waterproof layer 2 in the first embodiment was set to 1.5 mm, while the coating thickness of the second waterproof layer 3 was set to 1 mm. <Fourth Example for Experiment> The coating thickness of the first waterproof layer 2 in the second embodiment was set to 1.5 mm, while the coating thickness of the second waterproof layer 3 was set to 1 mm.
【0014】<実験用の第1比較例>前述第1実施例に
おける第2の防水層3のみを膜厚1mmで塗布した。 <実験用の第2比較例>前述第1実施例における第1の
防水層2のみを膜厚1mmで塗布した。 <実験用の第3比較例>前述第2実施例における第1の
防水層2のみを膜厚1mmで塗布した。<First Comparative Example for Experiment> Only the second waterproof layer 3 in the above-mentioned first example was applied in a thickness of 1 mm. <Second Comparative Example for Experiment> Only the first waterproof layer 2 in the first example described above was applied to a film thickness of 1 mm. <Third Comparative Example for Experiment> Only the first waterproof layer 2 in the above-mentioned second example was applied in a thickness of 1 mm.
【0015】上述のようにして構成した各供試体を用
い、前記切欠4で下地1を破断し、塗膜にかからないよ
うに下地1のみを挟持し、その長辺方向に分速5mmで引
っ張り、目視により亀裂が確認されたときの変位量(m
m)を計測したところ、次のような結果が得られた。 実験用の第1実施例:4.2mm 実験用の第1比較
例:1.8mm 実験用の第1実施例:5.0mm 実験用の第1比較
例:4.0mm 実験用の第1実施例:6.1mm 実験用の第1比較
例:4.2mm 実験用の第1実施例:6.4mmUsing each of the specimens constructed as described above, the base 1 was broken at the notches 4 and only the base 1 was sandwiched so as not to cover the coating film, and the long side was pulled at a speed of 5 mm / min. Displacement amount when cracks are visually confirmed (m
When m) was measured, the following results were obtained. Experimental First Example: 4.2 mm Experimental First Comparative Example: 1.8 mm Experimental First Example: 5.0 mm Experimental First Comparative Example: 4.0 mm Experimental First Example Example: 6.1 mm First comparative example for experiment: 4.2 mm First example for experiment: 6.4 mm
【0016】上記結果から、第2の防水層3が、単層で
は1.8mmしか追従できないものでありながら、それ
に、第1の防水層2を組込むことにより、追従幅を大に
でき、しかも、比較例のように単層とする場合よりも、
第1の防水層2を第2の防水層3によって拘束する方が
追従性を向上できることが明らかであった。このため、
上述実施例による場合に、追従幅の小さい第2の防水層
3により、その表面の耐外傷性を向上できながら、更
に、下地1のひび割れなどの変形による影響が第2の防
水層3に伝わることを良好に回避できることが明らかで
ある。From the above results, the second waterproof layer 3 can follow only 1.8 mm as a single layer, but by incorporating the first waterproof layer 2 into it, the following width can be increased, and , Compared to the case of a single layer as in the comparative example,
It was clear that restraining the first waterproof layer 2 with the second waterproof layer 3 can improve the followability. For this reason,
In the case of the above-mentioned embodiment, the second waterproof layer 3 having a small following width can improve the external damage resistance of the surface thereof, and further, the influence of the deformation such as the crack of the base 1 is transmitted to the second waterproof layer 3. It is clear that this can be satisfactorily avoided.
【0017】上記実施例では2層構造で説明したが、3
層以上に構成するものでも良い。また、第2の防水層3
の表面に保護層を形成するものでも良い。In the above embodiment, the two-layer structure has been explained, but three layers are used.
It may be composed of more layers. In addition, the second waterproof layer 3
A protective layer may be formed on the surface of the.
【0018】[0018]
【発明の効果】以上説明したように、本発明の複層系塗
膜防水構造の構成によれば、亀裂発生などの下地の変形
に対して、剪断弾性係数が低い下側防水層で追従させ、
下地の変形に伴う応力が上側防水層に伝わることを抑制
できるから、上側防水層まで亀裂が進展するといったこ
とを回避して強靱な膜物性を保持できる。しかも、表層
の強度は、剪断弾性係数が高い上側防水層によって確保
するから、耐外傷性を向上でき、例えば、表層に更に押
さえモルタルを施すような場合でも、その押さえモルタ
ルにひび割れを生じさせることが無くなり、塗膜防水に
対する信頼性を向上できるようになった。As described above, according to the structure of the multilayer waterproof coating structure of the present invention, the lower waterproof layer having a low shear elastic coefficient follows the deformation of the base such as cracks. ,
Since the stress due to the deformation of the underlayer can be suppressed from being transmitted to the upper waterproof layer, it is possible to avoid the propagation of cracks to the upper waterproof layer and to maintain the tough film physical properties. Moreover, since the strength of the surface layer is secured by the upper waterproof layer having a high shear elastic coefficient, it is possible to improve the external damage resistance. Is eliminated, and the reliability of the waterproof coating can be improved.
【図1】本発明に係る複層系塗膜防水構造の縦断面図で
ある。FIG. 1 is a vertical cross-sectional view of a multilayer coating film waterproof structure according to the present invention.
【図2】供試体の斜視図である。FIG. 2 is a perspective view of a test piece.
1…下地 2…第1の防水層 3…第2の防水層 1 ... Foundation 2 ... 1st waterproof layer 3 ... 2nd waterproof layer
─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成5年7月29日[Submission date] July 29, 1993
【手続補正1】[Procedure Amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0015[Name of item to be corrected] 0015
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【0015】上述のようにして構成した各供試体を用
い、前記切欠4で下地1を破断し、塗膜にかからないよ
うに下地1のみを挟持し、その長辺方向に分速5mmで
引っ張り、目視により亀裂が確認されたときの変位量
(mm)を計測したところ、次のような結果が得られ
た。 実験用の第1実施例:4.2mm 実験用の第1比
較例:1.8mm 実験用の第2実施例:5.0mm 実験用の第2比
較例:4.0mm 実験用の第3実施例:6.1mm 実験用の第3比
較例:4.2mm 実験用の第4実施例:6.4mmUsing each of the specimens constructed as described above, the base 1 was broken at the notch 4, and only the base 1 was sandwiched so as not to cover the coating film, and the long side was pulled at a speed of 5 mm / min. When the amount of displacement (mm) when a crack was visually confirmed was measured, the following results were obtained. First Experimental Example: 4.2 mm First Experimental Comparative Example: 1.8 mm Second Experimental Example: 5.0 mm Second Experimental Example: 4.0 mm Third Experimental Example Example: 6.1 mm Third comparative example for experiment: 4.2 mm Fourth example for experiment: 6.4 mm
Claims (1)
した複層系塗膜防水構造であって、各防水層の材料を同
一組成で構成するとともに、その組成比を、下側防水層
における剪断弾性係数が上側防水層よりも低くなるよう
に構成してあることを特徴とする複層系塗膜防水構造。1. A multi-layer coating waterproof structure in which a plurality of waterproof layers are laminated and applied in close contact on a base, and the materials of each waterproof layer are composed of the same composition, and the composition ratio is lower waterproof. A multi-layer coating waterproof structure, characterized in that the shear elastic modulus of the layer is lower than that of the upper waterproof layer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17987993A JPH0711744A (en) | 1993-06-24 | 1993-06-24 | Multiple layer system coating film waterproofing structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17987993A JPH0711744A (en) | 1993-06-24 | 1993-06-24 | Multiple layer system coating film waterproofing structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0711744A true JPH0711744A (en) | 1995-01-13 |
Family
ID=16073502
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17987993A Pending JPH0711744A (en) | 1993-06-24 | 1993-06-24 | Multiple layer system coating film waterproofing structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0711744A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005344433A (en) * | 2004-06-04 | 2005-12-15 | Ube Ind Ltd | Concrete structure |
JP2009209594A (en) * | 2008-03-05 | 2009-09-17 | Ube Ind Ltd | Concrete structure and its construction method |
JP2019138039A (en) * | 2018-02-08 | 2019-08-22 | 太陽産業有限会社 | Roof structure of building |
-
1993
- 1993-06-24 JP JP17987993A patent/JPH0711744A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005344433A (en) * | 2004-06-04 | 2005-12-15 | Ube Ind Ltd | Concrete structure |
JP2009209594A (en) * | 2008-03-05 | 2009-09-17 | Ube Ind Ltd | Concrete structure and its construction method |
JP2019138039A (en) * | 2018-02-08 | 2019-08-22 | 太陽産業有限会社 | Roof structure of building |
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