JPS60175659A - Construction of coated floor - Google Patents
Construction of coated floorInfo
- Publication number
- JPS60175659A JPS60175659A JP3124984A JP3124984A JPS60175659A JP S60175659 A JPS60175659 A JP S60175659A JP 3124984 A JP3124984 A JP 3124984A JP 3124984 A JP3124984 A JP 3124984A JP S60175659 A JPS60175659 A JP S60175659A
- Authority
- JP
- Japan
- Prior art keywords
- coating material
- construction
- present
- porous structure
- coating
- 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
Links
Landscapes
- Road Paving Structures (AREA)
- Floor Finish (AREA)
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】 本発明は塗膜床の施工方法に関する。[Detailed description of the invention] The present invention relates to a method of constructing a coated floor.
従来、建築構造物の屋上、廊下、ベランダ、及び通路等
の床面や、さらに全天候型テニスコート等のコート面を
、ポリウレタン等の塗膜材を用いて形成する場合、現場
打ちコンクリート、軽量発泡コンクリート板又はレミフ
ァルト等のアスファルト等よりなる下地面上に、2液タ
イプ又は湿気硬化タイプのウレタン等の塗膜材を塗装し
て形成しているが、この従来の施工法によると、つぎの
ような(a)〜(勢のような欠点がある。Conventionally, when forming the floor surfaces of building structures such as rooftops, corridors, balconies, and passageways, as well as the court surfaces of all-weather tennis courts, etc., using coating materials such as polyurethane, cast-in-place concrete and lightweight foaming have been used. It is formed by painting a coating material such as two-component type or moisture-curing type urethane on a base surface made of concrete board or asphalt such as Remiphalt, but according to this conventional construction method, the following occurs. There are drawbacks such as (a) to (force).
(alすなわち、塗膜材を下地面へ塗装する時の気象条
件及びコンクリート打設後の乾燥状態により下地に水分
が含まれている場合があり、工事日程などによって、そ
のまま乾燥不充分な状態で塗膜材を塗装すると爾後、前
記水分が太陽熱によって気化膨張して部分的に塗膜材と
下地の間に蒸気圧による剥離が生じ、いわゆる「膨れ(
ブリスター)」を発生することがある。(In other words, depending on the weather conditions when applying the coating material to the base surface and the drying conditions after concrete is placed, the base may contain moisture. After a coating material is applied, the moisture vaporizes and expands due to solar heat, causing partial separation between the coating material and the substrate due to vapor pressure, resulting in so-called "blistering".
blister) may occur.
(blまた、一般に塗膜材は有機溶剤を含んだものや2
液タイプのもので反応ガスを発生するものが多く、塗装
後(施工後)に有機溶剤の気化ガスや反応ガスが太陽熱
などにより膨張して前項と同様の理由によって「膨れ」
を発生する。(blAlso, coating materials generally contain organic solvents or
Many of these are liquid types that generate reactive gases, and after painting (after construction), vaporized organic solvent gases and reactive gases expand due to solar heat, causing "blistering" for the same reason as mentioned in the previous section.
occurs.
(C1また、塗膜材を2〜10m程度に厚く塗る場合は
2回以上に分けて塗る必要があることから工事日数が長
くかかり、屋外での施工にあっては塗装後に雨などがか
からぬようにする必要があるばかりではなく、2回以上
に分けて重ね塗りすることにともない、その眉間に空気
を内包してしまい、該空気が太陽熱などにより膨張し、
「膨れ」を発生する。(C1 Also, if the coating material is to be applied as thick as 2 to 10 meters, it will need to be applied in two or more times, which will take a long time, and if the installation is done outdoors, there is a risk of rain etc. after painting. Not only do you have to make sure that the eyebrows do not get wet, but also because you apply two or more coats, you end up trapping air between your eyebrows, which expands due to heat from the sun, etc.
“Bulge” occurs.
(dlさらに、塗膜材は一般にセルフレベリング性のあ
るものが多く、下地面の凹凸の精度及び隆起により塗膜
の厚さが不均一とあることがある。したがうて、下地面
の仕上げ精度が要求される。(dl Furthermore, many coating materials generally have self-leveling properties, and the thickness of the coating may be uneven due to the precision and ridges of the unevenness of the underlying surface. Therefore, the finishing accuracy of the underlying surface may be required.
tel下地面に亀裂が入るとその亀裂が太陽熱によって
膨張収縮を繰り返し、局部的にゼロスパンテンションが
かかり、塗膜材が破断することがある。If a crack appears in the tel base surface, the crack will expand and contract repeatedly due to solar heat, and zero span tension will be applied locally, which may cause the coating material to break.
ffl特に、体育館の床や全天候型テニスコートの施工
を行う場合には、モルタルやコンクリート等よりなる下
地面にゴムチップをポリウレタンと混合し、現場にて塗
装し硬化養生し、その上からグラスコート、ベースコー
ト及びトップコートを塗装、吹きつけ硬化養生する工法
が行われているが、現地での施工工数が多く、施工完了
までに10〜15日間と長期を要する。fflIn particular, when constructing gymnasium floors or all-weather tennis courts, rubber chips are mixed with polyurethane on the underlying surface made of mortar or concrete, painted and cured on site, and then a glass coat or base coat is applied on top of that. A construction method in which a top coat is painted, sprayed, and cured is used, but this method requires a large number of on-site construction work and takes a long time, 10 to 15 days, to complete.
tgi前(f)項の場合、ゴムチップをポリウレタンと
混合し、現場にて塗装するため、塗装厚さ及び空隙の状
態が不均一になりやすく、衝撃吸収や弾みなどの特性を
要求されるスポーツフロア−とするためにはきわめて専
門的な塗装技術が要求されていた。In the case of item (f) before TGI, rubber chips are mixed with polyurethane and painted on-site, so the coating thickness and void conditions tend to be uneven, and sports floors require properties such as shock absorption and bounce. -, extremely specialized painting techniques were required.
本発明は上述の問題点に鑑み、発明されたものであり、
塗膜材が下地面から剥離することなく「膨れ」の発生を
みることのない塗膜床の施工方法を提供しようというも
のである。The present invention was invented in view of the above problems,
The purpose is to provide a method for constructing a coated floor in which the coating material does not peel off from the underlying surface and does not cause "blister".
以下、本発明の構成について説明する。The configuration of the present invention will be explained below.
すなわち、本発明の構成要旨とするところは、下地面上
に、あらかじめ成形された多孔質構造体を層設し、つい
でこの上から塗膜材を塗装することを特徴とする塗膜床
の施工方法、である。That is, the gist of the present invention is to construct a coated floor, which is characterized in that a pre-formed porous structure is layered on a base surface, and then a coating material is applied over this layer. The method is.
つぎに、本発明の一実施例を従来の施工方法と比較して
添付図面に基づき説明する。Next, an embodiment of the present invention will be explained based on the attached drawings in comparison with a conventional construction method.
第1図は従来の塗膜床の施工方法により得られる塗膜床
の断面構造を示す断面図である。FIG. 1 is a sectional view showing the cross-sectional structure of a coated floor obtained by a conventional method for constructing a coated floor.
同図面において、符号1は、コンクリート打設面などの
下地面を示し、2は該下地面に直接塗装された塗膜材で
ある。このような施工構造において、aは下地に含まれ
ていた水分の蒸発の状況であり、bは塗膜材2を下地面
1に塗装する際に巻き込んだ空気の状態である。そして
Cは膨れ部分であって、これは前記水分aや空気すが太
陽熱などによって膨張もしくは気化膨張することにより
生じた膨張圧に起因して生じる現象である。In the drawing, reference numeral 1 indicates a base surface such as a concrete pouring surface, and 2 indicates a coating material directly applied to the base surface. In such a construction structure, a is the state of evaporation of water contained in the base, and b is the state of the air drawn in when coating the coating material 2 on the base surface 1. C is a swollen portion, which is a phenomenon caused by expansion pressure caused by the expansion or vaporization expansion of the water a or air due to solar heat or the like.
これに対して、第2図は本発明の塗膜床の施工方法によ
る塗膜床の断面構造を示し、第3図は第2図の一部拡大
断面図である。On the other hand, FIG. 2 shows a cross-sectional structure of a coated floor according to the method of constructing a coated floor of the present invention, and FIG. 3 is a partially enlarged sectional view of FIG. 2.
ここで、符号3は多孔質構造体であって、これは、たと
えば、クロロプレンゴム(CR) 、スチレン−ブタジ
ェンゴム(SDR) 、イソブチレン−イソプレンゴム
(IIR) 、エチレン−プロピレン−ジエン・ターポ
リマー(EPDM) 等の合成ゴム、天然ゴム等の加硫
ゴム、ポリウレタン、塩化ビニル等の合成樹脂、コルク
及び廃タイヤ、廃コンベヤヘルドなどよりなる約1〜1
0 mm程度の大きさのチップまたはペレットの粒子を
粒子相互間に空隙ができる程度にポリウレタン等のバイ
ンダーを用いて固めた通気性を有するシート材、あるい
は上述の合成ゴム、天然ゴムよりなる連続発泡を有する
スポンジを用いる。 なお、1はコンクリート打設面な
どの下地を示し、2は塗膜材、4は多孔質構造体を構成
するチップまたはペレットの粒子を示し、5は各粒子4
相互間に形成される空隙を示す。さらに、a゛は下地1
に含まれていた水分の移動状況を示し、b゛は塗膜材を
塗装する際に巻き込んだ空気の移動状況、dは溶剤ガス
の移動状況である。Here, numeral 3 is a porous structure, which is made of, for example, chloroprene rubber (CR), styrene-butadiene rubber (SDR), isobutylene-isoprene rubber (IIR), ethylene-propylene-diene terpolymer (EPDM), etc. ), vulcanized rubber such as natural rubber, synthetic resins such as polyurethane and vinyl chloride, cork, waste tires, waste conveyor helds, etc.
A breathable sheet material made by hardening chip or pellet particles with a size of about 0 mm using a binder such as polyurethane to the extent that there are voids between the particles, or continuous foam made of the above-mentioned synthetic rubber or natural rubber. Use a sponge with In addition, 1 indicates a base such as a concrete pouring surface, 2 indicates a coating material, 4 indicates particles of chips or pellets constituting the porous structure, and 5 indicates each particle 4.
It shows the voids formed between each other. Furthermore, a゛ is the base 1
b indicates the movement of the water contained in the film, b is the movement of air that is drawn in when painting the coating material, and d is the movement of the solvent gas.
ここで、本発明塗膜床の施工方法について説明すると一
下地1面上に、あらかしめ成形された多孔質構造体3を
層設(貼り合せもしくは敷設を意味する)し、該多孔質
構造体の上に塗膜材2を塗装するか、あるいは多孔質構
造体3の表面にあらかじめ塗膜材2を塗装したものを工
場等で製造して一体化したものを施工現場に搬送して層
設し、わずかに存在する目地部分にのみ多孔質構造体を
入れ、その上に塗膜材を塗装する方法でもよい。Here, to explain the construction method of the coated floor of the present invention, a porous structure 3 which has been pre-molded is layered (meaning bonding or laying) on one surface of the base, and the porous structure Either the coating material 2 is coated on top of the porous structure 3, or the coating material 2 is pre-coated on the surface of the porous structure 3, manufactured in a factory, etc., and the integrated product is transported to the construction site and layered. However, a method may also be used in which the porous structure is placed only in the few joints and the coating material is applied thereon.
さらに、第4図は本発明の他の実施例による断面図であ
り、塗膜材2と多孔質構造体3との間に脱気塔6を配設
したものである。Furthermore, FIG. 4 is a sectional view according to another embodiment of the present invention, in which a degassing tower 6 is disposed between the coating material 2 and the porous structure 3.
つぎに、本発明による塗膜床の施工方法によるものと、
従来の施工方法によるものの屋外曝露実験について説明
する。Next, the construction method of the coated floor according to the present invention,
An outdoor exposure experiment using conventional construction methods will be explained.
実験
粒径511の廃タイヤチップ粉100重量部に、ポリウ
レタン系バインダーを10重量部添加して混合機により
均一に混ぜ合わせ、型枠に入れて空隙が形成されるよう
にプレス、加熱して厚さ511IIの通気性マント(多
孔質構造体)を製造する。ついで、この通気性マントを
厚さ9鶴、幅1龍、長さ2m(寸法)のスレート板の上
に接着剤により貼合し、その上から2液温合タイプのポ
リウレタン系塗膜材の主剤に10重景気のトルエンを加
えた主剤と硬化剤を5:1の混合比で均一に混ぜ合わせ
、前記通気性マットの表面に厚さ約2fiの塗装厚で塗
装し、自然乾燥したのち、翌日、更にその上から約2龍
厚で上記と同様の塗膜材を塗装した試料を作成し屋外に
曝露した。10 parts by weight of a polyurethane binder was added to 100 parts by weight of waste tire chip powder with an experimental particle size of 511, mixed uniformly with a mixer, placed in a mold, pressed and heated to form voids, and thickened. A breathable cloak (porous structure) of size 511II is manufactured. Next, this breathable cloak was pasted with adhesive onto a slate board with dimensions of 9 m thick, 1 m wide, and 2 m long, and a two-component heating type polyurethane coating material was applied over it. Mix the base resin and curing agent in a 5:1 mixing ratio evenly, and apply the coating to a thickness of about 2fi on the surface of the breathable mat, and let it dry naturally. The next day, a sample was further coated with the same coating material as above to a thickness of about 2 mm and exposed outdoors.
一方、比較対照として、前記と同様の寸法のスレート板
上に前記と同様の主剤に10重量%のトルエンを加えた
主剤と硬化剤よりなる2液タイプのポリウレタン系塗膜
材を5:1の混合比で均一に混ぜ合わせ塗装厚211に
塗装し自然乾燥したのち、翌日、更にその上から約2貢
l厚で塗膜材を塗装した比較試料を作成し、同様に屋外
にwA露した。On the other hand, as a comparison, a two-component type polyurethane coating material consisting of the same main agent as above with 10% by weight of toluene added and a curing agent was applied on a slate board with the same dimensions as above in a ratio of 5:1. After uniformly mixing at a mixing ratio, painting to a coating thickness of 211, and drying naturally, the next day, a comparative sample was prepared in which a coating material was further applied to a thickness of about 2 cm and exposed outdoors in the same manner.
曝露実験の結果はつぎのとおりである。The results of the exposure experiment are as follows.
曝露1日後−従来のもの(比較試料のもの)はすでに3
〜5 cmρ程度の「膨
れ」が発生、
本発明によるものでは全く変化
なしく「膨れ」は−切、見られ
ず)。After 1 day of exposure - the conventional one (comparison sample) was already 3
A ``bulge'' of approximately 5 cm ρ occurred, but with the method of the present invention, there was no change at all and the ``bulge'' was not observed).
曝露3日後−従来のもの(比較試料のもの)は「膨れ」
がさらに大きくなり、
10cmグ程度の「膨れ」が点在。3 days after exposure - conventional product (comparison sample) has "swelling"
The area has become even larger, with ``bulges'' measuring about 10 cm scattered around.
本発明のものでは全く変化なし。There is no change at all in the product of the present invention.
曝i3o日後−従来のもの(比較試料のもの)は「膨れ
」が益々大きくなった。After 130 days of exposure, the "swelling" of the conventional product (comparison sample) became larger and larger.
本発明のものは全く変化なし。There is no change in the present invention.
以上の実験結果から明らかなように、本発明によれば、
塗膜材の下面に発生する「膨れ」を完全に防止できるこ
とが判明した。As is clear from the above experimental results, according to the present invention,
It has been found that the "blister" that occurs on the underside of the coating material can be completely prevented.
考察するに、本発明施工方法によるものでは、下地に含
まれる水分や塗膜材に含まれる溶剤や下地と塗膜材との
間にまきこまれる空気などは太陽熱により膨張しても通
気性マント(多孔質構造体)の有する各空隙の中に拡散
移動し、膨張圧も分散される結果、いわゆる「膨れ」現
象は生じないものと考えられる。Considering that, with the construction method of the present invention, the moisture contained in the base, the solvent contained in the coating material, and the air mixed in between the base and the coating material are removed by the breathable mantle ( It is thought that the so-called "bulging" phenomenon does not occur as a result of the diffusion and movement into the pores of the porous structure and the dispersion of the expansion pressure.
本発明施工方法はかくのごとく構成されており、つぎに
示すような作用効果を奏する。The construction method of the present invention is configured as described above, and has the following effects.
(1)すなわち、本発明施工方法によれば、下地面の上
に、まず、前述のような構造の多孔質構造体を層設した
のち、塗膜材を塗装するものであるので、下地に含まれ
ていた水分や塗膜材を塗布する際に巻き込んだ空気、さ
らに塗膜材に含有される溶剤及び作業性を良くするため
に用いた溶剤のガスなどは多孔質構造体の空隙に広く拡
散移動し、従来のように一個所に集中して存在して膨張
等しないので、前記ガス体が太陽熱の影響により温めら
れて膨張してもその膨張圧はガス体の拡散にともない単
位面積当たりの膨張圧はきわめて低くなり、従来のよう
に太陽熱の影響によるガス体の膨張に起因する「膨れ」
が発生ずることはない。(1) That is, according to the construction method of the present invention, the porous structure having the structure described above is first layered on the base surface, and then the coating material is applied. The moisture contained in the coating material, the air drawn in when applying the coating material, the solvent contained in the coating material, and the gas of the solvent used to improve workability are widely dispersed in the voids of the porous structure. The gas moves by diffusion and does not concentrate in one place and expand as in the past, so even if the gas is warmed by the influence of solar heat and expands, the expansion pressure will decrease per unit area as the gas diffuses. The expansion pressure of the gas becomes extremely low, and as in the past, there is no ``bulge'' caused by the expansion of the gas body due to the influence of solar heat.
will never occur.
(2)また、本発明施工方法によれば、下地面上に多孔
質構造体を層設し、その上から塗膜材を塗装するもので
あり、従来のように下地面の上からじかに塗膜材を塗装
するものではないので、下地面の仕上げ精度を従来の施
工方法の場合はど丁寧に仕上げなくてもよく、また、下
地面に多少の凹凸が存在していても直接に塗膜材に影響
しないため、塗膜材層が下地の仕上がり品質に左右され
ることなく、均一とすることができる。(2) Furthermore, according to the construction method of the present invention, the porous structure is layered on the base surface, and the coating material is applied from above. Since the membrane material is not painted, the finishing accuracy of the base surface does not have to be as careful as with conventional construction methods, and even if there are some irregularities on the base surface, the coating film can be directly applied. Since it does not affect the material, the coating material layer can be made uniform without being affected by the finish quality of the base.
(3)従来の施工方法では、構造物自体が太陽熱によっ
て膨張収縮し、下地面に亀裂が入ると塗膜材に局部的な
悪影響を及ぼすゼロスパンジョンがかかっていたが、本
発明施工方法を採用することにより、下池面と塗膜材の
間に多孔質構造体が介在しているために下地面に亀裂が
入っても直接に塗膜材に影響しないので、局部的な悪影
響を受けることがない。(3) With conventional construction methods, the structure itself expands and contracts due to solar heat, and if cracks appear in the underlying surface, zero spansion occurs, which has a local negative effect on the coating material.However, the construction method of the present invention has been adopted. By doing so, since there is a porous structure between the lower pond surface and the coating material, even if the underlying surface cracks, it will not directly affect the coating material, so there will be no local adverse effects. do not have.
(4)また、本発明による施工方法によれば、得られる
塗膜床の断面構造は塗膜材と下地との間に多孔質構造体
が介在することになり、この多孔質構造体の存在に起因
して適度のり、ジョン性が発揮されることになり、した
がって歩行感が良好となる。(4) Furthermore, according to the construction method of the present invention, the cross-sectional structure of the resulting coated floor has a porous structure interposed between the coating material and the base, and the presence of this porous structure Due to this, appropriate adhesion and stiffness are exhibited, resulting in a good walking feeling.
(5)また、従来工法の現場施工で、下地面の上への多
孔質構造体の設は方としてゴムチップをポリウレタンと
混合し、現場にて吹きつけ塗装等を行い、空隙を保持せ
しめ、その上から塗膜材を塗装するものでは、空隙の状
態などを@認する方法がなかったが、本発明方法によれ
ば、多孔質構造体はあらかじめ成形されたものを用いる
ものであり、その厚みやその中に存在する空隙率の調整
をあらかじめ、行えるので、空隙の状態を調整し、かつ
確認したものを施工することが可能であり、必要に応じ
てその空隙率の異なる数種の多孔質構造体を組み合わせ
ることも任意に行える。(5) In addition, in on-site construction using conventional construction methods, rubber chips are mixed with polyurethane to create a porous structure on top of the underlying surface, and spray painting is performed on-site to maintain the voids. In the case where the coating material is applied from above, there was no way to check the state of the voids, etc. However, according to the method of the present invention, the porous structure is pre-formed, and its thickness can be checked. Since the porosity existing in the porous material can be adjusted in advance, it is possible to adjust the state of the pores and construct the confirmed material. You can also combine structures as you like.
(6)特に、本発明施工方法をテニスコートなどスポー
ツフロアとして利用する場合には多孔質構造体に占める
空隙の存在率、該多孔質構造体を構成するチップ材の種
類、粒径及び該多孔質構造体の厚みなどを適宜調整する
ことにより任意のクッション性を得ることが可能である
。(6) In particular, when the construction method of the present invention is used as a sports floor such as a tennis court, the presence ratio of voids in the porous structure, the type and particle size of the chip material constituting the porous structure, and the By appropriately adjusting the thickness of the material structure, it is possible to obtain any desired cushioning properties.
(7)本発明施工方法によれば、下地面に多少の水分が
残っていても施工が可能であり、その施工期間も大幅に
短縮され、天候などの影響を受けに(く安定した品質の
ものを作ることが可能である。(7) According to the construction method of the present invention, construction is possible even if some moisture remains on the subsurface, the construction period is significantly shortened, and stable quality can be achieved without being affected by weather etc. It is possible to make things.
(8)そして、従来の施工法では約IO龍以下の厚みの
通気層は現場で塗装することができないとされていたが
、本発明によれば、約1龍の薄さのものまで可能であり
、施工コスト、トータルコストが安価となる。(8) In addition, with conventional construction methods, it was said that a ventilation layer with a thickness of less than about 10 mm could not be painted on-site, but according to the present invention, it is possible to paint a ventilation layer with a thickness of about 1 mm or less. Yes, construction costs and total costs are low.
(9)さらに、本発明施工方法で脱気塔を下地と塗膜材
との間に設けたものは、下地に残存する水分、塗膜材裏
面に巻き込まれた空気などの「膨れ」の原因となる物質
が太陽熱により気化しガス分を外部に経時的に放出して
いくので、多孔質構造体の空隙に分散して塗膜材の「膨
れ」の発生を抑制する本発明の効果はより一層、向上す
ることになる。(9) Furthermore, when a degassing tower is installed between the substrate and the coating material using the construction method of the present invention, moisture remaining in the substrate and air caught on the back side of the coating material may cause "blister". The substance vaporizes due to solar heat and releases the gas to the outside over time, so the present invention is more effective in suppressing the occurrence of "blister" in the coating material by dispersing it into the voids of the porous structure. It will further improve.
このように、本発明による塗膜床の施工方法によれば、
この種床面やスポーツフロアにおける「膨れ」現象をき
わめて簡単にかつ効率的に抑制できるものであり、この
他アスファルト熱工法における「膨れ」防止、貯水池や
通水路など土木用途の脱気、さらに、通水のドレン材と
して用いることも可能である。As described above, according to the coating floor construction method according to the present invention,
This product can very easily and efficiently suppress the "blister" phenomenon on floor surfaces and sports floors, and can also be used to prevent "blister" in asphalt thermal construction methods, deaeration for civil engineering applications such as reservoirs and waterways, and more. It can also be used as a drainage material for water flow.
第1図は従来の塗膜床の施工方法による施工構造を示す
断面図、第2図は本発明の塗膜床の施工方法による塗膜
床の断面構造を示す断面図、 。
第3図は第2図の一部拡大断面図、第4図は本発明の他
の実施例による断面図である。
1・・・下地、2・・・塗膜材、3・・・多孔質構造体
、4・・・チップまたはペレフトの粒子、5・・・空隙
、6・・・脱気塔、a・・・水分の蒸発の状況、b・・
・空気の状況、a′・・・水分の移動状況、b゛・・・
空気の移動状況、C・・・膨れ部分、d・・・溶剤ガス
の移動状況
特許出願人代理人氏名 、−
+−〆/
マi; コ C≧1
垢2図
算3図
淫41名FIG. 1 is a cross-sectional view showing a construction structure according to a conventional coating film floor construction method, and FIG. 2 is a sectional view showing a cross-sectional structure of a coating film floor according to the coating film floor construction method of the present invention. 3 is a partially enlarged sectional view of FIG. 2, and FIG. 4 is a sectional view according to another embodiment of the present invention. DESCRIPTION OF SYMBOLS 1... Base, 2... Coating film material, 3... Porous structure, 4... Chip or pellet particles, 5... Voids, 6... Deaeration tower, a...・Situation of moisture evaporation, b...
・Air condition, a′... Moisture movement situation, b゛...
Air movement situation, C...Bulging part, d...Movement situation of solvent gas Patent applicant's agent name, - +-〆/My;
Claims (1)
し、ついでこの上から塗膜材を塗装することを特徴とす
る塗膜床の施工方法。A method for constructing a coated floor, characterized by layering a pre-formed porous structure on a base surface, and then applying a coating material over the layer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3124984A JPS60175659A (en) | 1984-02-20 | 1984-02-20 | Construction of coated floor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3124984A JPS60175659A (en) | 1984-02-20 | 1984-02-20 | Construction of coated floor |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS60175659A true JPS60175659A (en) | 1985-09-09 |
Family
ID=12326091
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3124984A Pending JPS60175659A (en) | 1984-02-20 | 1984-02-20 | Construction of coated floor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60175659A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6397758A (en) * | 1986-10-14 | 1988-04-28 | ヤブ原産業株式会社 | Coated floor finish structure insulated from substrate |
JPS63121603U (en) * | 1987-01-29 | 1988-08-08 | ||
JP2020180530A (en) * | 2019-04-26 | 2020-11-05 | 東リ株式会社 | Drain drainage member |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5310128B2 (en) * | 1972-12-05 | 1978-04-11 | ||
JPS598437B2 (en) * | 1978-06-07 | 1984-02-24 | 株式会社日立製作所 | Chlorine injection control method at water treatment plant |
JPS5926139B2 (en) * | 1976-09-20 | 1984-06-25 | 松下電器産業株式会社 | Sensitivity switching device |
-
1984
- 1984-02-20 JP JP3124984A patent/JPS60175659A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5310128B2 (en) * | 1972-12-05 | 1978-04-11 | ||
JPS5926139B2 (en) * | 1976-09-20 | 1984-06-25 | 松下電器産業株式会社 | Sensitivity switching device |
JPS598437B2 (en) * | 1978-06-07 | 1984-02-24 | 株式会社日立製作所 | Chlorine injection control method at water treatment plant |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6397758A (en) * | 1986-10-14 | 1988-04-28 | ヤブ原産業株式会社 | Coated floor finish structure insulated from substrate |
JPH0524298B2 (en) * | 1986-10-14 | 1993-04-07 | Yabuhara Sangyo Kk | |
JPS63121603U (en) * | 1987-01-29 | 1988-08-08 | ||
JPH0545601Y2 (en) * | 1987-01-29 | 1993-11-24 | ||
JP2020180530A (en) * | 2019-04-26 | 2020-11-05 | 東リ株式会社 | Drain drainage member |
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