JPH045634Y2 - - Google Patents

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Publication number
JPH045634Y2
JPH045634Y2 JP6413585U JP6413585U JPH045634Y2 JP H045634 Y2 JPH045634 Y2 JP H045634Y2 JP 6413585 U JP6413585 U JP 6413585U JP 6413585 U JP6413585 U JP 6413585U JP H045634 Y2 JPH045634 Y2 JP H045634Y2
Authority
JP
Japan
Prior art keywords
insulation
waterproofing
waterproof
foamed urethane
waterproofing material
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
JP6413585U
Other languages
Japanese (ja)
Other versions
JPS61179224U (en
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 filed Critical
Priority to JP6413585U priority Critical patent/JPH045634Y2/ja
Publication of JPS61179224U publication Critical patent/JPS61179224U/ja
Application granted granted Critical
Publication of JPH045634Y2 publication Critical patent/JPH045634Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〈産業上の利用分野〉 この考案はコンクリート建築物等の屋上へ施工
する断熱防水構造に関する。
[Detailed description of the invention] <Industrial application field> This invention relates to a heat-insulating and waterproof structure constructed on the roof of a concrete building, etc.

〈従来の技術〉 一般にコンクリート建築物の屋上には断熱防水
工事が施工される。この断熱防水層は第2図に示
すようにコンクリート層11の表面にプライマー
(接着剤)12を薄く塗布後、現場発泡ウレタン
断熱防水材13を所定厚さにスプレー塗布する。
つぎに通常の防水セメントモルタル14を所定厚
さに塗布し、最後に防水セメントモルタル14の
保護被膜としてエポキシ樹脂を主剤とするコーテ
イング材15を薄く塗布して構築される。また網
目状クロスを防水セメントモルタル14とともに
使用する場合、現場発泡ウレタン断熱防水材13
の表面に接着剤を薄く塗布することがある。
<Conventional Technology> In general, insulation and waterproofing work is performed on the roof of a concrete building. As shown in FIG. 2, this heat-insulating waterproof layer is formed by applying a thin layer of primer (adhesive) 12 to the surface of the concrete layer 11, and then spraying a foamed-in-place urethane heat-insulating waterproof material 13 to a predetermined thickness.
Next, a normal waterproof cement mortar 14 is applied to a predetermined thickness, and finally, a coating material 15 whose main ingredient is epoxy resin is applied thinly as a protective coating for the waterproof cement mortar 14. In addition, when using mesh cloth with waterproof cement mortar 14, in-situ foamed urethane insulation and waterproofing material 13
A thin layer of adhesive may be applied to the surface of the

〈考案が解決しようとする問題点〉 ところが、このような断熱防水工事をたとえば
約100m2以上施工すると、現場発泡ウレタン断熱
防水材よりも熱膨張率が大きい防水セメントモル
タル側にひび割れが生じ易い。そしてこのひび割
れを通じて雨水が防水セメントモルタル14と現
場発泡ウレタン断熱防水材13との間へ侵入する
と、この雨水は夏季では蒸発し、冬季では凍結膨
張して防水セメントモルタル14が現場発泡ウレ
タン断熱防水材13から前面剥離され、そのまま
放置しておくと、ひび割れが更に拡大して日光に
現場発泡ウレタン断熱防水材13が曝されて急速
に老化して断熱防水効果が損なわれるという欠点
がある。
<Problems to be solved by the invention> However, when such insulation and waterproofing work is carried out over, for example, approximately 100 m 2 or more, cracks are likely to occur on the waterproofing cement mortar side, which has a higher coefficient of thermal expansion than the in-situ foamed urethane insulation and waterproofing material. When rainwater enters between the waterproof cement mortar 14 and the foamed urethane insulation and waterproofing material 13 through these cracks, this rainwater evaporates in the summer and freezes and expands in the winter, causing the waterproofing cement mortar 14 to become the foamed urethane insulation and waterproofing material. If the front surface is peeled off from 13 and left as is, the cracks will further expand and the in-situ foamed urethane insulation and waterproofing material 13 will be exposed to sunlight, causing rapid aging and loss of insulation and waterproofing effect.

〈問題点を解決するための手段〉 この考案は上記にかんがみてなされたものであ
つて、その要旨とするところは、パンチングシー
トへ無数に形成したパンチ穴を介して下層側の現
場発泡ウレタン断熱防水材に上層側の弾性モルタ
ルが点接着されたことであつて、現場発泡ウレタ
ン断熱防水材と弾性モルタルの熱膨張率の差異
を、弾性モルタルが両者間に介在するパンチング
シートのパンチ穴を介して点接着されることと弾
性モルタル自体の柔軟性とによつて吸収緩和し
て、優れた断熱防水効果を接続しようとするもの
である。
<Means for solving the problem> This idea was made in view of the above, and its gist is to insulate the lower layer with in-situ foamed urethane through countless punched holes formed in the punched sheet. The elastic mortar on the upper layer side is dot-bonded to the waterproofing material, and the difference in thermal expansion coefficient between the in-situ foamed urethane insulation waterproofing material and the elastic mortar can be measured through the punched holes in the punched sheet with the elastic mortar interposed between the two. The idea is to achieve excellent heat-insulating and waterproofing effects by absorbing and relaxing the material through point adhesion and the flexibility of the elastic mortar itself.

〈実施例〉 第1図において、1はコンクリート層、2はコ
ンクリート層1上へ薄く塗布したプライマー、3
はプライマー2上へ約20mmの厚さにスプレー塗布
した現場発泡ウレタン断熱防水材である。7はコ
ンクリート層1の立上り部と現場発泡ウレタン断
熱防水材3とのコーナーへ詰込まれたウレタン系
シーリング剤、8はウレタン系シーリング剤7の
上方へ塗布したウレタン系防水材またはアクリル
系防水材である。
<Example> In Fig. 1, 1 is a concrete layer, 2 is a primer thinly applied on the concrete layer 1, and 3 is a concrete layer.
is an in-situ foamed urethane insulation and waterproofing material that was spray-coated onto Primer 2 to a thickness of approximately 20 mm. 7 is a urethane sealant packed into the corner between the rising part of the concrete layer 1 and the in-situ foamed urethane insulation and waterproofing material 3; 8 is a urethane waterproofing material or acrylic waterproofing material applied above the urethane sealant 7; It is.

4は現場発泡ウレタン断熱防水材3の上面へ塗
布したシート接着剤、5はシート接着剤4へ貼着
したポリエステル系不織布製のパンチングシート
(厚さ約1.3mm、パンチ穴径5〜6mm、パンチ穴間
隔約20〜30mm)である。6はパンチングシート5
の上面へパンチ穴5Aを介して現場発泡ウレタン
断熱防水材3に点接着されるよう2〜5mmの厚さ
に塗布した弾性モルタル(粘度(cps)100〜500
のアクリルエマルジヨン、セメント、細骨材を
1:1:2の割合で配合した自己接着性混練物)
である。
4 is a sheet adhesive applied to the top surface of the in-situ foamed urethane heat-insulating and waterproof material 3, and 5 is a punched sheet made of polyester nonwoven fabric attached to the sheet adhesive 4 (thickness approximately 1.3 mm, punch hole diameter 5-6 mm, punched) The hole spacing is approximately 20 to 30 mm). 6 is punching sheet 5
Elastic mortar (viscosity (cps) 100 to 500) applied to a thickness of 2 to 5 mm so as to be point-adhered to the in-situ foamed urethane insulation and waterproofing material 3 through punch holes 5A on the top surface.
A self-adhesive kneaded material containing acrylic emulsion, cement, and fine aggregate in a ratio of 1:1:2)
It is.

そして、この考案に係る断熱防水構造はつぎの
順序にしたがつてコンクリート建築物の屋上等へ
施工される。
The heat-insulating and waterproof structure according to this invention is constructed on the roof of a concrete building, etc. in the following order.

(イ) コンクリート層1上へプライマー2(接着
剤)を薄く塗布する。
(b) Apply a thin layer of primer 2 (adhesive) onto concrete layer 1.

(ロ) プライマー2上へ約20mmの厚さになるように
現場発泡ウレタン断熱防水材3をスプレー塗布
する。
(b) Spray urethane foam insulation and waterproofing material 3 onto the primer 2 to a thickness of approximately 20 mm.

(ハ) コンクリート層1の立上り部と現場発泡ウレ
タン断熱防水材3とのコーナへウレタン系シー
リング剤7を詰込む。
(c) Pack the urethane sealant 7 into the corner between the rising part of the concrete layer 1 and the in-situ foamed urethane insulation and waterproofing material 3.

(ニ) ウレタン系シーリング剤7上方のコンクリー
ト層1の立上り部へウレタン系防水材8を塗布
する。
(d) Apply urethane waterproofing material 8 to the rising part of concrete layer 1 above urethane sealant 7.

(ホ) 現場発泡ウレタン断熱防水材3上へ、後述の
弾性モルタル6塗布前にパンチングシート5が
風等によつてずれないよう、パンチングシート
5の仮止め用のシート接着剤4を塗布する。
(e) Before applying elastic mortar 6, which will be described later, on the in-situ foamed urethane heat-insulating and waterproof material 3, a sheet adhesive 4 for temporarily fixing the punching sheet 5 is applied to prevent the punching sheet 5 from shifting due to wind or the like.

(ヘ) シート接着剤4上へポリエステル系不織布製
パンチングシート5を貼着する。
(f) Paste the punched sheet 5 made of polyester nonwoven fabric onto the sheet adhesive 4.

(ト) 該パンチングシート5上へ弾性モルタル6を
コテ塗りし、パンチングシートパンチ穴5Aを
介して弾性モルタル6を断熱防水材3に点接着
させる。
(g) Apply elastic mortar 6 onto the punched sheet 5 with a trowel, and point-adhere the elastic mortar 6 to the heat insulating and waterproof material 3 through the punched sheet punch holes 5A.

こうして構築した断熱防水構造においては、下
層側の現場発泡ウレタン断熱防水材3に上層側の
弾性モルタル6が、従来のように全面接着される
訳ではなく、パンチングシート5のパンチ穴5A
を通じて点接着状態であり、弾性モルタル6自体
が適度の柔軟性を具備することとあいまつて、上
記現場発泡ウレタン断熱防水材3と弾性モルタル
6との熱膨張率の差異が吸収緩和されて、上記従
来例のごとき防水モルタルのひび割れが発生しな
くなり、優れた断熱防水効果が接続される。
In the heat-insulating waterproof structure constructed in this way, the elastic mortar 6 on the upper layer side is not entirely bonded to the in-situ foamed urethane heat-insulating waterproof material 3 on the lower layer side as in the conventional case, but the punched holes 5A of the punched sheet 5
Coupled with the fact that the elastic mortar 6 itself has appropriate flexibility, the difference in thermal expansion coefficient between the in-situ foamed urethane insulation and waterproofing material 3 and the elastic mortar 6 is absorbed and alleviated. Cracks in the waterproof mortar as in conventional examples no longer occur, and excellent insulation and waterproofing effects are achieved.

〈考案の効果〉 以上説明したとおり、この考案はパンチングシ
ートのパンチ穴を介して下層側の現場発泡ウレタ
ン断熱防水材に上層側の弾性モルタルが点接着さ
れるとともに、弾性モルタル自体が柔軟性を具備
しているため、両者の熱膨張率の差異が吸収緩和
され、その結果従来例のような防水モルタルのひ
び割れが発生しなくなり、優れた断熱防水効果が
持続されるという効果を奏する。
<Effects of the invention> As explained above, in this invention, the elastic mortar on the upper layer side is dot-bonded to the in-situ foamed urethane insulation and waterproofing material on the lower layer side through the punched holes of the punched sheet, and the elastic mortar itself becomes flexible. As a result, the difference in thermal expansion coefficient between the two is absorbed and alleviated, and as a result, cracks in the waterproof mortar as in the conventional example do not occur, and the excellent heat insulation and waterproof effect is maintained.

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

第1図はこの考案の実施例に係る断熱防水構造
の要部断面図、第2図は従来例に係る断熱防水構
造の要部断面図である。 1……コンクリート層、3……現場発泡ウレタ
ン断熱防水材、5……パンチングシート、5A…
…パンチ穴、6……弾性モルタル。
FIG. 1 is a cross-sectional view of a main part of a heat-insulating waterproof structure according to an embodiment of this invention, and FIG. 2 is a cross-sectional view of a main part of a heat-insulating waterproof structure according to a conventional example. 1... Concrete layer, 3... Urethane foam insulation and waterproofing material, 5... Punching sheet, 5A...
...Punched holes, 6...Elastic mortar.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] コンクリート建築物の屋上等へ施工する断熱防
水構造であつて、パンチングシートのパンチ穴を
介して、下層側の現場発泡ウレタン断熱防水材に
上層側の弾性モルタルが点接着された建築物の断
熱防水構造。
This is an insulation waterproofing structure constructed on the roof of a concrete building, where the elastic mortar on the upper layer is dot-bonded to the in-situ foamed urethane insulation and waterproofing material on the lower layer through punched holes in a punched sheet. structure.
JP6413585U 1985-04-27 1985-04-27 Expired JPH045634Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6413585U JPH045634Y2 (en) 1985-04-27 1985-04-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6413585U JPH045634Y2 (en) 1985-04-27 1985-04-27

Publications (2)

Publication Number Publication Date
JPS61179224U JPS61179224U (en) 1986-11-08
JPH045634Y2 true JPH045634Y2 (en) 1992-02-18

Family

ID=30594934

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6413585U Expired JPH045634Y2 (en) 1985-04-27 1985-04-27

Country Status (1)

Country Link
JP (1) JPH045634Y2 (en)

Also Published As

Publication number Publication date
JPS61179224U (en) 1986-11-08

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