JPH05163803A - Unsaturated polyester resin lining method - Google Patents
Unsaturated polyester resin lining methodInfo
- Publication number
- JPH05163803A JPH05163803A JP3336818A JP33681891A JPH05163803A JP H05163803 A JPH05163803 A JP H05163803A JP 3336818 A JP3336818 A JP 3336818A JP 33681891 A JP33681891 A JP 33681891A JP H05163803 A JPH05163803 A JP H05163803A
- Authority
- JP
- Japan
- Prior art keywords
- unsaturated polyester
- polyester resin
- primer
- resin
- epoxy 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
Links
Landscapes
- Road Paving Structures (AREA)
- Application Of Or Painting With Fluid Materials (AREA)
Abstract
(57)【要約】
【目的】 建築物や構築物の無機質表面に、不飽和ポリ
エステル樹脂を塗布するライニング工法において、下地
と不飽和ポリエステル樹脂とを強固に接着させるライニ
ング工法を提供する。
【構成】 建築物や構築物の無機質表面に、不飽和ポリ
エステル樹脂をライニング施工する際、エポキシとウレ
タンの2層のプライマーを設けることにより、下地面が
高温の場合でも充分な接着性を維持し不飽和ポリエステ
ル樹脂ライニング材の機能を向上させる。(57) [Abstract] [Purpose] To provide a lining method for firmly adhering a base and an unsaturated polyester resin in a lining method for applying an unsaturated polyester resin to an inorganic surface of a building or a structure. [Structure] When lining an unsaturated polyester resin on the inorganic surface of a building or structure, by providing a two-layer primer of epoxy and urethane, sufficient adhesiveness is maintained even when the base surface is hot. Improves the function of saturated polyester resin lining materials.
Description
【0001】[0001]
【産業上の利用分野】本発明は、屋上、床、壁等の防水
施工、屋上駐車場等の露出重歩行防水施工、舗装道路、
歩道、ベランダ等の舗装仕上げ施工及び工業用プラン
ト、高架橋壁、海洋構築物等の表面保護施工等のライニ
ング工法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to waterproof construction for roofs, floors, walls, etc., waterproof construction for exposed heavy walks on rooftop parking lots, paved roads,
The present invention relates to a lining method for pavement finishing of sidewalks, balconies, etc. and surface protection of industrial plants, viaduct walls, marine structures, etc.
【0002】[0002]
【従来の技術】従来、建築物又は構築物等のコンクリー
トや石材で代表される無機質表面にライニングする場
合、ライニング材の施工に先立ちプライマーを塗布し、
接着性の向上はかるという技術が知られている。例え
ば、日本建築学会発行の「合成高分子系床仕上げ施工指
針」には、プライマーとして一液型ポリウレタン、エポ
キシ樹脂、不飽和ポリエステル樹脂が挙げられている。2. Description of the Related Art Conventionally, when lining an inorganic surface such as a concrete or stone material such as a building or a structure, a primer is applied prior to the construction of the lining material,
There is known a technique for improving adhesiveness. For example, “Synthetic Polymer Floor Finishing Construction Guidelines” published by the Architectural Institute of Japan lists one-component polyurethane, epoxy resin, and unsaturated polyester resin as a primer.
【0003】不飽和ポリエステル樹脂のプライマーを直
接無機質施工面上に塗布する場合、プライマー層とライ
ニング層との塗り置きタイミングが難しかったり、施工
面の表面(施工下地面)含水率が高いとその下地界面付
近の硬化不良となる問題があり、又初期に優れた接着強
度が得られても夏季の炎天下等施工面が高温に晒される
と接着強度が急激にダウンするという剥離抵抗性に乏し
い等の問題がある。ウレタン系樹脂をプライマーとして
使用する場合には、プライマーとライニング材との塗り
重ねタイミングが難しかったり、施工面が高温(60
℃)になるとプライマーの発泡現象等により充分な接着
強度が得られない等の問題がある。When a primer of an unsaturated polyester resin is directly applied to an inorganic construction surface, it is difficult to set the primer layer and the lining layer at a coating timing, and if the water content of the construction surface (construction base surface) is high, the base is There is a problem of poor curing near the interface, and even if excellent adhesive strength is obtained at the beginning, if the construction surface is exposed to high temperatures such as in the hot summer, the adhesive strength will drop sharply, such as poor peel resistance. There's a problem. When urethane type resin is used as a primer, it is difficult to coat the primer and the lining material at a high timing, or the construction surface is exposed to high temperature (60
(° C), there is a problem that sufficient adhesive strength cannot be obtained due to the foaming phenomenon of the primer.
【0004】一般に常温硬化型2液タイプのエポキシ樹
脂は、無機質下地に対し高い接着強度を有し、施工下地
面の高含水時にも高い接着強度を有することは知られて
いる。しかし、不飽和ポリエステル樹脂ライニング材の
プライマーとしてエポキシ樹脂を用いた場合、プライマ
ーの指触乾燥後、早い時期に不飽和ポリエステル樹脂ラ
イニング材を塗り重ねると、エポキシ樹脂プライマーと
不飽和ポリエステル樹脂ライニング材との界面が硬化不
良を起こし易く充分な接着強さを得ることはできず、又
エポキシ樹脂が充分に硬化してから不飽和ポリエステル
樹脂ライニング材を塗り重ねると、プライマー界面での
硬化不良現象は発生しないが塗り重ね層間の接着性が良
好ではなく、層間剥離を起こす危険性が大きいという問
題がある。It is generally known that a room temperature curing type two-pack type epoxy resin has a high adhesive strength with respect to an inorganic base and has a high adhesive strength even when the surface of a construction base has a high water content. However, when an epoxy resin is used as a primer for the unsaturated polyester resin lining material, if the unsaturated polyester resin lining material is applied over again at an early stage after the primer is dry to the touch, the epoxy resin primer and the unsaturated polyester resin lining material will be The interface of the resin is apt to cause curing failure, and it is not possible to obtain sufficient adhesive strength. Also, if the unsaturated polyester resin lining material is applied over after the epoxy resin has cured sufficiently, the curing interface phenomenon of the primer interface occurs. However, there is a problem that the adhesion between the recoating layers is not good and there is a high risk of delamination.
【0005】[0005]
【発明が解決しようとする課題】本発明は、不飽和ポリ
エステル樹脂ライニング材の施工に際し、施工下地の含
水率が高いの場合でも、施工後高温に晒された場合でも
充分な接着力を保持する不飽和ポリエステル樹脂ライニ
ング工法を目的とするものである。DISCLOSURE OF THE INVENTION The present invention, when applied to an unsaturated polyester resin lining material, retains sufficient adhesive force even when the water content of the work base is high and when it is exposed to high temperatures after the work. It is intended for an unsaturated polyester resin lining method.
【0006】[0006]
【課題を解決するための手段】本発明者等は、これらの
課題を解決するために、コンクリート等の施工下地の施
工面と不飽和ポリエステル樹脂ライニング材との間に、
常温硬化型のエポキシ系樹脂層とウレタン系樹脂層を設
けることが有効であることを見いだし本発明を完成し
た。Means for Solving the Problems In order to solve these problems, the present inventors have found that, between a construction surface of a construction base such as concrete and an unsaturated polyester resin lining material,
The present invention has been completed by finding that it is effective to provide an epoxy resin layer and a urethane resin layer which are curable at room temperature.
【0007】即ち、本発明は、建築物又は、構築物の無
機質表面に、不飽和ポリエステル樹脂を塗布する施工に
於いて、第1層として常温硬化型のエポキシ樹脂を塗布
し、さらに、第2層としてウレタン樹脂を塗り重ね、下
地と不飽和ポリエステル樹脂ライニング材との間に2層
の樹脂塗膜層を形成することを特徴とする不飽和ポリエ
ステルライニング工法を提供するものである。That is, according to the present invention, in a construction for applying an unsaturated polyester resin to an inorganic surface of a building or a structure, a room temperature curing type epoxy resin is applied as a first layer, and a second layer is further applied. As described above, the present invention provides an unsaturated polyester lining construction method characterized in that urethane resin is repeatedly applied and two resin coating layers are formed between the base and the unsaturated polyester resin lining material.
【0008】尚、本発明が適用される建築物又は構築物
の無機質表面構成素材としては、現場打ちコンクリート
(RC)、プレキャストコンクリート(PC)、軽量発
泡コンクリート(ALC)、モルタル等の他、舗装材と
して使用されている御影石、タイル、レンガ等が挙げら
れる。As the inorganic surface constituting material of the building or the structure to which the present invention is applied, in-situ cast concrete (RC), precast concrete (PC), lightweight expanded concrete (ALC), mortar, etc., as well as paving materials Examples include granite, tiles, bricks, etc.
【0009】又、本発明の第1層に適用可能なエポキシ
樹脂としては、1成分中に少なくとも2個以上のエポキ
シ基を有する熱硬化性エポキシ系樹脂とエポキシ用硬化
剤との組合せを意味する。該エポキシ樹脂としては、例
えばエーテル型のビスフェノール型エポキシ樹脂、ノボ
ラック型エポキシ樹脂、ポリフェノール型エポキシ樹
脂、脂肪族型エポキシ樹脂、エステル系の芳香族エポキ
シ樹脂、環状脂肪族エポキシ樹脂、エーテル・エステル
型エポキシ樹脂があり、エポキシ樹脂用硬化剤として一
般的にアミン系硬化剤が用いられ、例えば脂肪族アミ
ン、芳香族アミン、ポリアミド、複素環状アミンなどが
あげらる。The epoxy resin applicable to the first layer of the present invention means a combination of a thermosetting epoxy resin having at least two epoxy groups in one component and a curing agent for epoxy. .. Examples of the epoxy resin include ether type bisphenol type epoxy resin, novolac type epoxy resin, polyphenol type epoxy resin, aliphatic type epoxy resin, ester type aromatic epoxy resin, cyclic aliphatic epoxy resin, ether / ester type epoxy resin. There are resins, and amine-based curing agents are generally used as curing agents for epoxy resins, and examples thereof include aliphatic amines, aromatic amines, polyamides, and heterocyclic amines.
【0010】これらのエポキシ樹脂は、被施工面へ強固
に含浸接着させるため溶剤で希釈することもできる。
又、施工下地となる無機質の種類によりエポキシシラ
ン、アミノシラン等のシランカップリング剤等を、接着
付与剤として添加することもできる。These epoxy resins can be diluted with a solvent in order to firmly impregnate and adhere to the work surface.
Further, a silane coupling agent such as epoxysilane or aminosilane may be added as an adhesion-imparting agent depending on the type of the inorganic substance used as the construction base.
【0011】又、本発明の中の第2層に適用可能なウレ
タン系樹脂は、ポリイソシアネート単独、又はポリイソ
シアネートと1分子中に2個以上の活性水素を持つ公知
の化合物とを、イソシアネート過剰下で反応させて獲ら
れるイソシアネート基を末端基とするプレポリマーが使
用できる。The urethane resin applicable to the second layer in the present invention is a polyisocyanate alone, or a polyisocyanate and a known compound having two or more active hydrogens in one molecule, in excess of isocyanate. Prepolymers terminated with isocyanate groups which are obtained by reacting below can be used.
【0012】本発明のポリウレタン樹脂の構成成分であ
るポリイソシアネートとしては、次のものを例示するこ
とができる。 1)、トリレンジイソシアネート(異性体の各種混合物
を含む)、ジフェニールメタンジイソシアネート(異性
体の各種混合物を含む)、3・3’−ジメチル−4−
4’−ビフェニレンジイソシアネート、1・4−フェニ
レンジイソシアネート、キシレンジイソシアネート、テ
トラメチルキシレンジイソシアネート、ナフチレンジイ
ソシアネート、ジシクロヘキシルメタン−4・4’−ジ
イソシアネート、イソホロンじイソシアネート、ヘキサ
メチレンジイソシアネート、水素化キシレンジイソシア
ネート、1・4−シクロヘキシルジイソシアネート、1
−メチル−2・4ジイソシアネート−シクロヘキサン、
2・4・4−トリメチル−1・6−ジイソシアネート−
ヘキサン等のジイソシアネート、 2)、4・4’・4”−トリフェニルメタントリイソシ
アネート、トリス(4−フェニルイソシアネート)チオ
フォスフェート等のトリイソシアネート、 3)、前記イソシアネート類のウレタン化変性品、イソ
シアヌレート化変性品、カルボジイミド化変性品、ビュ
ーレット化変性品、粗製トリレンジイソシアネート、ポ
リメチレン・ポリフェニレンイソシアネート等の多官能
イソシアネート。As the polyisocyanate which is a constituent of the polyurethane resin of the present invention, the following can be exemplified. 1), tolylene diisocyanate (including various mixtures of isomers), diphenylmethane diisocyanate (including various mixtures of isomers), 3.3'-dimethyl-4-
4'-biphenylene diisocyanate, 1,4-phenylene diisocyanate, xylene diisocyanate, tetramethyl xylene diisocyanate, naphthylene diisocyanate, dicyclohexylmethane-4,4'-diisocyanate, isophorone diisocyanate, hexamethylene diisocyanate, hydrogenated xylene diisocyanate, 1 4-cyclohexyl diisocyanate, 1
-Methyl-2.4 diisocyanate-cyclohexane,
2,4,4-Trimethyl-1,6-diisocyanate-
Diisocyanates such as hexane, 2), 4,4 ′, 4 ″ -triphenylmethane triisocyanate, triisocyanates such as tris (4-phenylisocyanate) thiophosphate, 3), urethane-modified products of the above isocyanates, isocyanurate Chemically modified products, carbodiimidated products, burette modified products, crude tolylene diisocyanate, polymethylene / polyphenylene isocyanate and other polyfunctional isocyanates.
【0013】本発明にて使用されるイソシアネート基を
末端基とするプレポリマーとは、上記各種有機ポリイソ
シアネート化合物と、公知のポリオール、公知のポリア
ミン等、1分子中に、2個以上の活性水素を持つ公知の
化合物とを公知の方法で遊離イソシアネート基を残存す
るように反応せしめたものでこれらのプレポリマーをそ
のまま塗布し、空気中の湿気と反応せしめ湿気硬化型一
液性ウレタンプライマーとして使用でき、又、これらの
プレポリマー成分と、1分子中に2個以上の活性水素を
持つ公知の化合物を硬化剤として使用し2液硬化型ウレ
タンプライマーとして使用することもできる。さらに、
これらプレポリマーをトルエン、キシレン、酢エチ等及
び公知のウレタン用シンナー等の溶剤にて希釈すること
もできる。The prepolymer having an isocyanate group as an end group used in the present invention includes the above-mentioned various organic polyisocyanate compounds, known polyols, known polyamines and the like, and two or more active hydrogens in one molecule. With a known compound that has been reacted with a known method so that free isocyanate groups remain, these prepolymers are applied as they are and reacted with the humidity in the air to be used as a moisture-curing one-component urethane primer It is also possible to use these prepolymer components and a known compound having two or more active hydrogens in one molecule as a curing agent to be used as a two-component curing type urethane primer. further,
It is also possible to dilute these prepolymers with a solvent such as toluene, xylene, ethyl acetate or the like and a known urethane thinner or the like.
【0014】本発明の不飽和ポリエステル樹脂とは、塗
工施工可能な防水材、床材、表面保護材に用いられ、た
とえばMTフレックス等が挙げられる。The unsaturated polyester resin of the present invention is used as a waterproof material, a floor material, and a surface protective material which can be coated, and examples thereof include MT flex.
【0015】本発明のライニング方法は、まず第1層と
してコンクリートや石材に代表される建築物又は構築物
の無機質施工面に、常温硬化型のエポキシ系樹脂を塗布
する。常温硬化型のエポキシ系樹脂は、エポキシ樹脂
(主剤)と硬化剤を所定量秤りとり、攪拌混合後、施工
面にコテ、刷毛、スプレーのいずれかの方法で均一に塗
布する。塗布量は下地の状態により異なるが通常0.0
5〜1.0kg/m2、さらに好ましくは、0.1〜0.5
kg/m2の範囲である。0.05kg/m2より少ないと塗布
ムラを生じプライマー塗布効果がなく1.0kg/m2以上
では多く塗った割に効果が少なく経済的でない。第2層
として、ウレタン系樹脂を塗り重ね、さらに不飽和ポリ
エステル樹脂ライニング材を塗布しする。In the lining method of the present invention, first, a room temperature curing type epoxy resin is applied as a first layer to an inorganic construction surface of a building or structure represented by concrete or stone. As for the room temperature curable epoxy resin, a predetermined amount of an epoxy resin (main component) and a curing agent are weighed out, mixed with stirring, and then uniformly applied onto the construction surface by a trowel, brush or spray. The coating amount varies depending on the condition of the substrate, but is usually 0.0
5 to 1.0 kg / m 2 , more preferably 0.1 to 0.5
It is in the range of kg / m 2 . 0.05 kg / m effect is not less economical in spite painted many with less and cause uneven coating primer coating effective than 2 without 1.0 kg / m 2 or more. As the second layer, urethane-based resin is repeatedly applied, and then an unsaturated polyester resin lining material is applied.
【0016】[0016]
【実施例】下地材としてJISコンクリート平板を用
い、その下地状態を乾燥下地(Dry)及び湿潤下地
(Wet)とした。 Dry:JISコンクリート平板(300×300×6
0mm)を、80℃乾燥機中で24時間乾燥後、20℃−
60%恒温恒湿室で24時間養生したものを「Dryの
JISコンクリート平板」とした。 Wet:JISコンクリート平板(300×300×6
0mm)を、20℃に調整した深さ50cmの水槽に沈め
5日間放置後取り出して、表面の水分だけを拭き 取っ
たものを「WetのJISコンクリート平板」とした。 実施例1 DryのJISコンクリート平板を20℃に調整し、表
面に三井東圧化学株式会社製のエポキシ樹脂プライマー
MTフレックスFP−330(以後、単にFP−330
と表示)を0.2kg/m2量塗布し、指触乾燥後(塗り置
き時間=2時間)、三井東圧化学株式会社製のウレタン
樹脂プライマーMTフレックスFP−110(以後、単
にFP−110と表示)を0.1kg/m2量塗布し、さら
に指触乾燥後、三井東圧化学株式会社製不飽和ポリエス
テル塗膜防水材MTフレックスD(以後、単にMTフレ
ックスDと表示)を1kg/m2量塗布した試験体を作製し
た。該試験体を20℃−60%の恒温恒湿室で7日間養
生後、建研式垂直引張り強さ試験機にて20℃と60℃
の条件下での接着力評価試験を実施し、その結果(単
位:kg/cm2)を表1に示した。 実施例2 実施例1に於て、DryのJISコンクリート平板を6
0℃に調整した以外は、実施例1と同様にし、その結果
を表1に示した。 比較例1 実施例1に於て、プライマーをFP−330のみにした
以外は実施例1と同様にし、その結果を表1に示した。 比較例2 実施例2に於て、プライマーをFP−330のみにした
以外は実施例1と同様にし、その結果を表1に示した。 比較例3 実施例1に於て、プライマーをFP−110のみにした
以外は実施例1と同様にし、その結果を表1に示した。 比較例4 実施例2に於て、プライマーをFP−110のみにした
以外は実施例1と同様にし、その結果を表1に示した。 実施例3 WetのJISコンクリート平板を20℃に調整し表面
に、FP−330を0.2kg/m2量塗布し、指触乾燥後
(塗り置き時間=2時間)、FP−110を0.1kg/
m2量塗布し、指触乾燥後、MTフレックスDを1kg/m2
量塗布した試験体を作製した。水槽に水をはり該試験体
の上部1/3が水面上に出るようにセットした状態で7
日間養生後、この状態(Wet)での建研式垂直引張り
強さ評価試験を実施し、その結果を表1に示した。 比較例5 実施例3に於て、プライマーをFP−330のみにした
以外は、実施例3と同様にし、その結果を表1に示し
た。 比較例6 実施例3に於て、プライマーをFP−110のみにした
以外は、実施例3と同様にし、その結果を表1に示し
た。[Example] A JIS concrete flat plate was used as a base material, and its base state was a dry base (Dry) or a wet base (Wet). Dry: JIS concrete flat plate (300 x 300 x 6
0 mm) in a dryer at 80 ° C for 24 hours and then at 20 ° C-
What was aged for 24 hours in a 60% constant temperature and humidity chamber was designated as "Dry JIS concrete flat plate". Wet: JIS concrete flat plate (300 x 300 x 6
(0 mm) was immersed in a water tank with a depth of 50 cm adjusted to 20 ° C., left for 5 days, then taken out, and only the water on the surface was wiped off to obtain “Wet JIS concrete flat plate”. Example 1 A JIS concrete flat plate of Dry was adjusted to 20 ° C., and an epoxy resin primer MT flex FP-330 (hereinafter simply referred to as FP-330) manufactured by Mitsui Toatsu Chemicals, Inc. was used on the surface.
0.2 kg / m 2 amount is applied, and after touch-drying (coating time = 2 hours), a urethane resin primer MT flex FP-110 (hereinafter simply referred to as FP-110) manufactured by Mitsui Toatsu Chemicals, Inc. 0.1 kg / m 2 ), and after being dried to the touch, 1 kg / ml of unsaturated polyester coating waterproof material MT Flex D (hereinafter simply referred to as MT Flex D) manufactured by Mitsui Toatsu Chemicals, Inc. A test body coated with m 2 was prepared. The test body was aged in a constant temperature and humidity room of 20 ° C.-60% for 7 days, and then 20 ° C. and 60 ° C. in a Kenken vertical tensile strength tester.
The adhesive strength evaluation test was carried out under the conditions of (1) and the results (unit: kg / cm 2 ) are shown in Table 1. Example 2 In Example 1, a dry JIS concrete flat plate was used.
Same as Example 1 except that the temperature was adjusted to 0 ° C, and the results are shown in Table 1. Comparative Example 1 The same procedure was performed as in Example 1 except that FP-330 was the only primer used in Example 1, and the results are shown in Table 1. Comparative Example 2 The same procedure was performed as in Example 1 except that FP-330 was used as the primer in Example 2, and the results are shown in Table 1. Comparative Example 3 The same procedure was performed as in Example 1 except that FP-110 was used as the primer in Example 1, and the results are shown in Table 1. Comparative Example 4 The same procedure was performed as in Example 1 except that FP-110 was used as the primer in Example 2, and the results are shown in Table 1. Example 3 A JIS concrete flat plate of Wet was adjusted to 20 ° C., 0.2 kg / m 2 of FP-330 was applied on the surface, and after drying with touch (applying time = 2 hours), FP-110 was adjusted to 0. 1 kg /
After applying m 2 amount and touch-drying, MT Flex D is 1 kg / m 2
A test body coated in a quantity was prepared. Place the water in the water tank and set it so that the upper 1/3 of the test piece appears above the water surface.
After curing for one day, a Kenken-type vertical tensile strength evaluation test in this state (Wet) was carried out, and the results are shown in Table 1. Comparative Example 5 Example 3 was repeated except that only FP-330 was used as the primer, and the results are shown in Table 1. Comparative Example 6 The same procedure as in Example 3 was carried out except that only the FP-110 was used as the primer in Example 3, and the results are shown in Table 1.
【0017】[0017]
【表1】 [Table 1]
【0018】[0018]
【表2】 [Table 2]
【0019】[0019]
【発明の効果】コンクリートに代表される建築物又は構
築物の無機質表面に不飽和ポリエステルの樹脂を塗布す
る際、表面温度が高かったりあるいは表面含水率が高か
ったりした場合にも充分な接着力が得られ、又エポキシ
系のプライマーを用いた場合に起こる不飽和ポリエステ
ル樹脂塗膜のエポキシ系プライマーとの界面が未硬化と
なり安定した接着力が得られなかった等の問題点を充分
に補うことができる。[Effect of the Invention] When an unsaturated polyester resin is applied to an inorganic surface of a building or a structure typified by concrete, sufficient adhesive force can be obtained even when the surface temperature is high or the surface water content is high. In addition, it is possible to sufficiently compensate for problems such as the fact that the interface of the unsaturated polyester resin coating film with the epoxy primer becomes uncured and a stable adhesive force cannot be obtained when the epoxy-based primer is used. ..
───────────────────────────────────────────────────── フロントページの続き (72)発明者 大島 清秀 神奈川県横浜市栄区笠間町1190番地 三井 東圧化学株式会社内 (72)発明者 山崎 英一 神奈川県横浜市栄区笠間町1190番地 三井 東圧化学株式会社内 ─────────────────────────────────────────────────── --- Continuation of the front page (72) Inventor Kiyohide Oshima 1190 Kasama-cho, Sakae-ku, Yokohama-shi, Kanagawa Mitsui Toatsu Chemical Co., Ltd. (72) Eiichi Yamazaki 1190 Kasama-cho, Sakae-ku, Yokohama-shi, Kanagawa Mitsui Toatsu Inside Chemical Co., Ltd.
Claims (1)
和ポリエステル樹脂を塗布する施工に於いて、第1層と
して常温硬化型のエポキシ樹脂を塗布し、さらに、第2
層としてウレタン樹脂を塗り重ね、下地と不飽和ポリエ
ステル樹脂ライニング材との間に2層の樹脂塗膜層を形
成することを特徴とする不飽和ポリエステルライニング
工法。1. A construction in which an unsaturated polyester resin is applied to an inorganic surface of a building or a structure, a room temperature curing type epoxy resin is applied as a first layer, and a second layer is further applied.
An unsaturated polyester lining construction method, characterized in that urethane resin is applied repeatedly as a layer, and two resin coating layers are formed between the base and the unsaturated polyester resin lining material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP03336818A JP3083191B2 (en) | 1991-12-19 | 1991-12-19 | Unsaturated polyester resin lining method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP03336818A JP3083191B2 (en) | 1991-12-19 | 1991-12-19 | Unsaturated polyester resin lining method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05163803A true JPH05163803A (en) | 1993-06-29 |
| JP3083191B2 JP3083191B2 (en) | 2000-09-04 |
Family
ID=18302966
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP03336818A Expired - Lifetime JP3083191B2 (en) | 1991-12-19 | 1991-12-19 | Unsaturated polyester resin lining method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3083191B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6395845B1 (en) | 1998-12-15 | 2002-05-28 | Resolution Performance Products Llc | Waterproofing membrane from epoxy resin and amine-terminated polyamide |
| CN113248219A (en) * | 2021-05-31 | 2021-08-13 | 福建农林大学 | Modified unsaturated polyester resin pervious concrete and preparation method thereof |
-
1991
- 1991-12-19 JP JP03336818A patent/JP3083191B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6395845B1 (en) | 1998-12-15 | 2002-05-28 | Resolution Performance Products Llc | Waterproofing membrane from epoxy resin and amine-terminated polyamide |
| CN113248219A (en) * | 2021-05-31 | 2021-08-13 | 福建农林大学 | Modified unsaturated polyester resin pervious concrete and preparation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3083191B2 (en) | 2000-09-04 |
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