JPS63319081A - Composite coated film for concrete protection - Google Patents

Composite coated film for concrete protection

Info

Publication number
JPS63319081A
JPS63319081A JP62156220A JP15622087A JPS63319081A JP S63319081 A JPS63319081 A JP S63319081A JP 62156220 A JP62156220 A JP 62156220A JP 15622087 A JP15622087 A JP 15622087A JP S63319081 A JPS63319081 A JP S63319081A
Authority
JP
Japan
Prior art keywords
matrix
fabric
coating film
composite coating
rubber
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
Application number
JP62156220A
Other languages
Japanese (ja)
Inventor
Masayuki Yamaguchi
賢之 山口
Eiichi Katou
加藤 ひで一
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.)
Nippon Paint Co Ltd
Teijin Ltd
Original Assignee
Nippon Paint Co Ltd
Toho Rayon 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 Nippon Paint Co Ltd, Toho Rayon Co Ltd filed Critical Nippon Paint Co Ltd
Priority to JP62156220A priority Critical patent/JPS63319081A/en
Publication of JPS63319081A publication Critical patent/JPS63319081A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide the high-degree crack following property and high shielding property for concrete to the title coated film by forming the film from a matrix with a dry coated film having >=50% elongation and a surface-treated cloth consisting of the fiber having >=20% elongation and having >=15kg/10mm tensile strength. CONSTITUTION:The concrete protecting composite coated film is formed from (a) a matrix (e.g., urethane rubber, acrylic rubber, etc.) with the dry coated film having >=50% elongation and (b) a cloth consisting of the fiber having >=20% elongation and surface-treated (e.g., plasma treatment, treatment with an adhesive, etc.) to improve the adhesive property to the matrix. For example, a concrete layer 1 is surface-treated with a primer, a putty, etc., coated with the matrix (a), laminated with the cloth (b), and further coated with the matrix (a) to form a coated film. In addition, the matrix (a) and the cloth (b) can be further coated.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は高遮断性複合塗膜にかかわり、さらに詳しくは
柔軟性、抗張力、付着性に優れ、特にコンクリートなど
の外壁に適用された場合、高度のひび割れ追従性を有し
、高遮断性を示す複合塗膜に関するものである。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a high-barrier composite coating, and more specifically, it has excellent flexibility, tensile strength, and adhesion, and particularly when applied to external walls such as concrete, has a high degree of The present invention relates to a composite coating film that has crack followability and exhibits high barrier properties.

従来の技術 ]ンクリートなどの外壁に対し、その劣化防止目的で種
々の塗装が試みられ、特に高分子エポキシ樹脂をビヒク
ルとする塗料が水、塩素イオン、炭酸ガスなどの遮断性
に優れているため多く使用されている。しかしながら強
靭な高遮断性塗膜を得ることと、コンクリート壁などの
ひび割れに対する塗膜追従性は両立しないため、十分満
足されていない。他方、塗膜に柔軟性と強度を与えるた
めマトリックスと布帛を組み合わせた複合塗膜乃至は積
層物が種々提案されている(例えば特公昭51−720
0号、特開昭49−1161122号、同53−136
321号、同54−160021号、同55−4467
号など)。しかしながらこれらは何れもコンクリート壁
などの防水目的のものであって、マトリックスと布帛の
接着性に劣り、また剥落防止について前置されていない
ため長期遮断性に劣り、コンクリート構造物の壁面施工
には不適当である。またガラス繊維を補強材にしたもの
も提案されているが、ガラス繊維に割れ追従性がなく、
コンクリートのひび割れにより遮断効果が著しく低下す
るし、また結節強度が小さいため、コーナ一部や突起部
での耐久性が低い問題をかかえ、何れもコンクリートな
どの壁面に対する高遮断性複合塗膜とはなし得なかった
[Prior art] Various types of coatings have been tried on concrete exterior walls to prevent their deterioration. In particular, coatings using polymeric epoxy resin as a vehicle have excellent barrier properties against water, chlorine ions, carbon dioxide gas, etc. Used a lot. However, this method is not fully satisfied because it is not compatible with obtaining a tough, high-barrier coating film and the ability of the coating film to conform to cracks in concrete walls, etc. On the other hand, various composite coating films or laminates that combine a matrix and a fabric have been proposed in order to impart flexibility and strength to the coating film (for example, Japanese Patent Publication No. 51-720
No. 0, JP-A-49-1161122, JP-A No. 53-136
No. 321, No. 54-160021, No. 55-4467
number, etc.). However, all of these are intended for waterproofing concrete walls, etc., and have poor adhesion between the matrix and fabric, and are not designed to prevent peeling, so they have poor long-term barrier properties, and are not suitable for wall construction of concrete structures. It's inappropriate. There have also been proposals using glass fiber as a reinforcing material, but glass fiber does not have the ability to follow cracks.
The insulation effect is significantly reduced due to cracks in the concrete, and because the nodule strength is low, durability is low at corners and protrusions, and neither is a high insulation composite coating for walls such as concrete. I didn't get it.

発明が解決しようとする問題点 本発明の目的はコンクリート構造物の膨張、収縮などに
よるひび割れから、内部に水、塩素イオンなどの劣化因
子が進入することを防止し、さらに欠損欠落コンクリー
トの剥落防止にも有効であり、柔軟性、抗張力および付
着性に優れた外壁劣化防止目的に好適な高遮断性の塗膜
を得ることである。
Problems to be Solved by the Invention The purpose of the present invention is to prevent deterioration factors such as water and chlorine ions from entering into the interior of concrete structures due to cracks caused by expansion and contraction, and to prevent the spalling of defective concrete. It is an object of the present invention to obtain a coating film with high barrier properties suitable for the purpose of preventing deterioration of exterior walls, which is effective for the purpose of preventing deterioration of exterior walls and has excellent flexibility, tensile strength, and adhesion.

問題点を解決するための手段 本発明によれば、上記目的が乾燥塗膜の伸び率が50%
以上の高遮断性マトリックスと、伸び率20%以上の繊
維からなり、引張強度が15kg / 10+nm以上
であってマトリックスとの接着性改善のための物理的あ
るいは化学的表面処理の施された布帛とからなるコンク
リート保護用複合塗膜により達成せられる。
Means for Solving the Problems According to the present invention, the above object is to increase the elongation rate of the dry coating film to 50%.
The above-mentioned high-barrier matrix, and a fabric made of fibers with an elongation rate of 20% or more, with a tensile strength of 15 kg/10+ nm or more, and which has been subjected to a physical or chemical surface treatment to improve adhesion with the matrix. This is achieved with a concrete protective composite coating consisting of:

本発明でマトリックスとは高遮断性樹脂組成物からなり
、変性エポキシ樹脂、ウレタンゴム、アクリルゴム、シ
リコンゴム、スチレンブタジェンゴム、クロロプレンゴ
ムあるいはネオブレンゴムなどを主成分とする乾燥塗膜
の伸び率が50%以上の樹脂組成物が挙げられ、これら
は何れも被塗物のひび割れによって複合塗膜に亀裂、ピ
ンホールが生じることなく、遮断膜としての効果が長期
に持続する、所謂遮断性、特に水分、塩素イオン、炭酸
ガスなどの遮断性に優れ、本発明目的に好適に使用せら
れる。特に本出願人により別途特許出願された特願昭6
1−218383号明細書に記載の如き分子量が2,0
01)〜10.000程度で、分子末端にエポキシ基を
有するダイマー酸変性エポキシ樹脂および/またはニト
リルゴム変性エポキシ樹脂と、アミン基を分子当り 1
.7〜3有する液状アクリロニトリル・ブタジェン共重
合体を、エポキシ基1当量に対しアミノ基の活性水素量
として0.5〜2.0当量になる割合で組合わせてなる
二液型エポキシ塗料用の樹脂組成物を用いる場合、10
0%以上の極めて高い伸び率と高度の遮断性、引張強度
を有し、コンクリートの劣化防止目的に極めて有用であ
る。マトリックス材として乾燥塗膜の伸び率が50%に
満たないものはコンクリートなどのひび割れへの追従性
が不足し、望ましくない。尚、マトリックスを現場で硬
化または乾燥させる場合には常温硬化型、あるいは常温
乾燥型のものであることが好ましいが、ラインで複合塗
膜を作製する場合には加熱硬化型のものであっても使用
可能である。
In the present invention, the matrix is composed of a high-barrier resin composition, and the elongation rate of the dry coating film mainly composed of modified epoxy resin, urethane rubber, acrylic rubber, silicone rubber, styrene-butadiene rubber, chloroprene rubber, neoprene rubber, etc. 50% or more resin compositions, and all of these have so-called barrier properties, in which the effect as a barrier film lasts for a long time without causing cracks or pinholes in the composite coating film due to cracks in the coated object. It has excellent barrier properties against moisture, chlorine ions, carbon dioxide gas, etc., and is suitably used for the purposes of the present invention. In particular, a patent application filed separately by the applicant in 1983
1-218383 with a molecular weight of 2,0
01) to about 10.000, a dimer acid-modified epoxy resin and/or a nitrile rubber-modified epoxy resin having an epoxy group at the end of the molecule, and an amine group per molecule.
.. A resin for a two-component epoxy paint made by combining a liquid acrylonitrile-butadiene copolymer having 7 to 3 in a ratio of 0.5 to 2.0 equivalents of active hydrogen in amino groups per equivalent of epoxy group. When using a composition, 10
It has an extremely high elongation rate of 0% or more, high barrier properties, and tensile strength, and is extremely useful for preventing concrete deterioration. A matrix material whose dry coating film has an elongation rate of less than 50% is undesirable because it lacks followability to cracks in concrete and the like. If the matrix is to be cured or dried on-site, it is preferable to use a room-temperature curing type or a room-temperature drying type; however, if a composite coating film is to be produced on line, a heat-curing type may be used. Available for use.

本発明において上述のマトリックスは布帛と組合せて用
いられるが、布帛としてはその繊維の伸び率が20%以
上で、布帛の引張強度が15kg/10mm以上であり
、且つマトリックスとの接着性を良好ならしめるため、
表面処理されたものでなくてはならない。繊維の伸び率
が20%に満たないものは布帛では充分な割れ追従性が
期待できず、布帛の引張強度が15kg/IO+lIm
に満たない布帛では耐衝撃性、抗張力の点でコンクリー
ト壁などの劣化防止、剥落防止目的に不十分である。ま
た布帛はマトリックスとの接着性向上のため表面処理さ
れていることを必須とする。布帛の表−面処理にはプラ
ズマ処理、紫外線照射および放射線照射などの物理的処
理あるいは化学的処理などが挙げられ、このような表面
処理によってマトリックス接着性をさらに改善して使用
する。布帛の化学的処理にはマトリックスとの接着性を
向上させるための接着剤液による処理、あるいは化学薬
品によるエツチング加工などがあり、本発明による複合
塗膜に用いる布帛もこれらの化学処理が適用可能である
。特に接着剤液としてはエポキシ、フェノール、イソシ
アネートまたはウレタンなどの合成樹脂系接着剤を含む
液、またはこれらの合成樹脂系接着剤と天然ゴムラテッ
クス、スチレン・ブタジェン共重合ゴムラテックス、ア
クリロニトリル・ブタジェン共重合ラテックスなどの合
成ゴムラテックスなどとの混合液が好ましい。また布帛
を上記の接着剤液で処理した後、乾燥および熱処理する
ことが好ましい。これらの接着剤液を用いて布帛の曲げ
硬さが高くなり、現場での作業性が向上し、さらに布帛
のカット末端部のほつれが防止され、現場での作業能率
が高くなるなどの利点がある。
In the present invention, the above-mentioned matrix is used in combination with a fabric, and as a fabric, the elongation rate of the fibers is 20% or more, the tensile strength of the fabric is 15 kg/10 mm or more, and the adhesion with the matrix is good. To tighten
Must be surface treated. If the elongation rate of the fiber is less than 20%, the fabric cannot be expected to have sufficient crack followability, and the tensile strength of the fabric is 15kg/IO+lIm.
Fabrics that are less than 100% have insufficient impact resistance and tensile strength to prevent concrete walls from deteriorating or falling off. Furthermore, the fabric must be surface-treated to improve adhesion to the matrix. Surface treatments of the fabric include physical treatments such as plasma treatment, ultraviolet irradiation, and radiation irradiation, or chemical treatments, and such surface treatments are used to further improve matrix adhesion. Chemical treatments for fabrics include treatment with adhesive liquid to improve adhesion with the matrix, etching treatment with chemicals, etc., and these chemical treatments can also be applied to the fabric used in the composite coating film of the present invention. It is. In particular, adhesive liquids include liquids containing synthetic resin adhesives such as epoxy, phenol, isocyanate, or urethane, or these synthetic resin adhesives and natural rubber latex, styrene-butadiene copolymer rubber latex, acrylonitrile-butadiene copolymer. A mixed solution with synthetic rubber latex such as latex is preferred. Further, it is preferable that the fabric be dried and heat treated after being treated with the above-mentioned adhesive liquid. Using these adhesive liquids increases the bending stiffness of the fabric, improving workability on site, and also prevents fraying at the cut end of the fabric, increasing work efficiency on site. be.

このような表面処理布帛を用いることによりマトリック
スとの接着性の問題を解決し、また伸びのある布帛を用
いることにより柔軟性、抗張力および接着性の好適なバ
ランスが得られ、われ追従性を格段に改善するのみでな
く、マトリックスと補強材である布帛の両者が相まって
耐衝撃性、耐熱膨張収縮性にも優れ、従来得られなかっ
たコンクリート片の剥落防止効果も達成され、且つその
効果が長期にわたり保持されるのである。該布帛の伸び
率および布帛の引張強度が上述の範囲内にあるものであ
れば、布帛の種類に限定はなく任意の布帛を用いること
ができ、通常複合塗膜として引張強度500kg / 
cm 2以上、伸び率20%以上であるものが得られ、
充分目的を達することができるが、代表的な布帛を例示
すればナイロン、アクリル、ビニロン、ポリエステル、
ポリプロピレン、ポリエチレン、アラミドなどの合成繊
維およびこれらの混用からなる織物、編物および不織布
などであり、これらの合成繊維の中で特にナイロン6、
ナイロン66などのナイロン系布帛が好ましい。
By using such a surface-treated fabric, we can solve the problem of adhesion with the matrix, and by using a stretchy fabric, we can obtain a suitable balance of flexibility, tensile strength, and adhesion, which greatly improves warpage followability. Not only does the matrix and the reinforcing fabric work together to provide excellent impact resistance and thermal expansion and contraction resistance, it also achieves the effect of preventing concrete pieces from falling off, which was previously unobtainable, and the effect lasts for a long time. It is maintained for a long time. The type of fabric is not limited and any fabric can be used as long as the elongation rate and tensile strength of the fabric are within the above-mentioned ranges, and the tensile strength of the composite coating film is usually 500 kg/
cm2 or more and elongation rate of 20% or more can be obtained,
Although the purpose can be fully achieved, typical fabrics include nylon, acrylic, vinylon, polyester,
These include synthetic fibers such as polypropylene, polyethylene, and aramid, as well as woven, knitted, and nonwoven fabrics made of a mixture of these fibers.Among these synthetic fibers, nylon 6,
Nylon fabrics such as nylon 66 are preferred.

本発明にかかる複合塗膜は、例えばコンクリート壁面に
直接または所望によりプライマー、パテなどの下地処理
を実施してからマトリックスを適用し、布帛を積層し、
さらにマトリックスを適用して形成されるが、所望に応
じさらに布帛とマトリックスを重ねて適用し最後に複合
横遺物を硬化せしめるとか、あるいは布帛にマトリック
スを含浸せしめたものをコンクリート壁面に適用し硬化
せしめるとか、または所望によりこれらの複合塗膜間に
適宜中塗り塗料を、また複合塗膜の上に上塗り塗料を塗
布するなど、当業者衆知の任意の方法で適用される(第
1〜5図参照)。このようにして壁面に複合塗膜を形成
せしめたコンクリートの外壁構造物は高度の遮断性、ひ
び割れ追従性、破片剥落防止効果を示すため、コンクリ
ート構造物などの劣化防止目的に極めて有用であり、特
に道路橋などの繰り返し応力が連続的にかかるコンクリ
ート構造物においても好適である。
The composite coating film according to the present invention can be obtained by applying a matrix directly to a concrete wall surface or after performing a base treatment such as a primer or putty as desired, and then laminating a fabric.
Furthermore, it is formed by applying a matrix, but if desired, the fabric and matrix are applied in layers and finally the composite horizontal relic is hardened, or the fabric impregnated with the matrix is applied to the concrete wall and hardened. or, if desired, apply an appropriate intermediate coating between these composite coatings, or apply a topcoat on the composite coating, by any method known to those skilled in the art (see Figures 1 to 5). ). Concrete exterior wall structures with a composite coating film formed on the wall surface in this way exhibit a high degree of barrier performance, crack followability, and debris peeling prevention effects, making them extremely useful for preventing deterioration of concrete structures, etc. In particular, it is suitable for concrete structures such as road bridges that are continuously subjected to repeated stress.

以下、実施例により本発明を説明する。The present invention will be explained below with reference to Examples.

参考例1:布帛の製織 伸び率23%である840デニールのナイロン6マルチ
フィラメント糸を用い、引張強度が縦43kg/10m
m、横41kg / 10aI11の平織り布帛・を製
織した。
Reference example 1: Using 840 denier nylon 6 multifilament yarn with a fabric weaving elongation rate of 23%, the tensile strength is 43 kg/10 m in length.
A plain weave fabric with a width of 41 kg/10 a and 11 kg was woven.

参考例2:表面処理布帛の作製 参考例1で製織した布帛をペンタグリシジルエーテル系
エポキシ樹脂100重量部に対し、固形分40%のスチ
レン・ブタジェンゴムラテックス80重量部、10%N
aOH水溶液20重量部および水300重量部からなる
接着剤液に浸漬し、接着剤液が布帛に均一に含浸・付着
するようにマングルで絞り、その後温度110″Cで乾
燥し、次いで温度180℃で30秒間熱処理を行い、接
着剤固形分付着率が布帛の重量に対し4.5%の接着剤
による表面処理ナイロン6布帛を作製した。
Reference Example 2: Preparation of surface-treated fabric The fabric woven in Reference Example 1 was mixed with 100 parts by weight of pentaglycidyl ether epoxy resin, 80 parts by weight of styrene-butadiene rubber latex with a solid content of 40%, and 10% N.
The fabric was immersed in an adhesive solution consisting of 20 parts by weight of aOH aqueous solution and 300 parts by weight of water, squeezed with a mangle so that the adhesive solution uniformly impregnated and adhered to the fabric, then dried at a temperature of 110"C, and then dried at a temperature of 180"C. A heat treatment was performed for 30 seconds to produce a nylon 6 fabric surface-treated with an adhesive with an adhesive solid content adhesion rate of 4.5% based on the weight of the fabric.

参考例3:表面処理布帛の作製 参考例2と同様の過程を実施し、接着剤固形分付着率が
布帛の重量に対し6.4%の接着剤による表面処理ナイ
ロン6布帛を作製した。
Reference Example 3: Preparation of Surface-treated Fabric The same process as in Reference Example 2 was carried out to produce a surface-treated nylon 6 fabric with an adhesive having an adhesive solid content adhesion rate of 6.4% based on the weight of the fabric.

参考例4:表面処理布帛の作製 参考例1で製織した布帛を固形分が20重量部のポリエ
ステル系ウレタン樹脂の水分散液50重量部に対し、ウ
レタン樹脂の硬化触媒0.15重量部からなる接着液に
浸漬し、接着液が布帛に均一に含浸・付着するようにマ
ングルで絞り、その後+10°Cで乾燥し、次いで温度
150℃で60秒間熱処理を行い、接着剤固形分付着率
が布帛の重量に対し0.4%の接着剤による表面処理ナ
イロン6布帛を作製した。
Reference Example 4: Preparation of surface-treated fabric The fabric woven in Reference Example 1 was prepared by mixing 50 parts by weight of an aqueous dispersion of polyester urethane resin with a solid content of 20 parts by weight, and 0.15 parts by weight of a urethane resin curing catalyst. The fabric was dipped in adhesive solution, squeezed with a mangle so that the adhesive solution was evenly impregnated and adhered to the fabric, then dried at +10°C, and then heat-treated at a temperature of 150°C for 60 seconds, so that the adhesive solid content adhesion rate was reduced to the fabric. A nylon 6 fabric surface-treated with 0.4% adhesive based on the weight of was prepared.

参考例5:表面処理布帛の作製 参考例4と同様の過程を実施し、接着剤固形分付着率が
布帛の重量に対し0.6%の接着剤による表面処理ナイ
ロン6布帛を作製した。
Reference Example 5: Preparation of Surface-treated Fabric The same process as in Reference Example 4 was carried out to produce a surface-treated nylon 6 fabric with an adhesive having an adhesive solid content adhesion rate of 0.6% based on the weight of the fabric.

参考例6:表面処理布帛の作製 参考例1で作製した布帛を以下の条件で低温プラズマ処
理を行い、プラズマによる表面処理ナイロン6布帛を作
製した。
Reference Example 6: Production of surface-treated fabric The fabric produced in Reference Example 1 was subjected to low-temperature plasma treatment under the following conditions to produce a plasma-surface-treated nylon 6 fabric.

使用ガス アルゴン 処理圧力 0.7 Torr 周波数  110 KHz 印加電圧 2,5 KV 処理時間 表・裏 各15秒 実施例1 ダイマー酸で変性したエポキシ樹脂23重量部、アミノ
基を有する液状アクリロニトリル・ブタジェン共重合体
18重量部、充填材40重量部、添加剤0.4重量部お
よび溶剤19重量部からなる、伸び率250%のマトリ
ックスをポリプロピレン板に塗布し、硬化乾燥しないう
ちに参考例2で作製した表面処理布帛を貼り付け、それ
をよく押さえて含浸させて、さらに布帛が完全に覆われ
るようにマトリックスを塗布し、硬化乾燥させて複合塗
膜のフリーフィルムを作製した。
Gas used: Argon treatment pressure: 0.7 Torr Frequency: 110 KHz Applied voltage: 2.5 KV Treatment time: 15 seconds each on front and back Example 1 23 parts by weight of epoxy resin modified with dimer acid, liquid acrylonitrile-butadiene copolymer having amino groups A matrix with an elongation rate of 250%, consisting of 18 parts by weight of the combined material, 40 parts by weight of filler, 0.4 parts by weight of additives, and 19 parts by weight of solvent, was applied to a polypropylene plate, and the material was prepared in Reference Example 2 before curing and drying. A surface-treated fabric was attached, pressed well to impregnate it, and then a matrix was applied so that the fabric was completely covered, and the matrix was cured and dried to produce a free film of the composite coating.

ゼロスパンテンション−スト (1影へ1礼上記ポリプ
ロピレン板の代わりに、ゼロスパンテンションテスト用
のスレート板を用いて同じ方法で複合塗膜を形成し、複
合塗膜塗布スレート板(参考図参照)を作製し、ゼロス
パンテンションテスト用に供した。
Zero Span Tension-Strategy (1 bow to the shadow) Instead of the above polypropylene board, a slate board for zero span tension testing is used to form a composite coating film in the same manner, and a composite coating coated slate board (see reference diagram) is created. It was then used for a zero span tension test.

実施例2〜5 実施例1と同じ方法で、但し参考例2の表面処理布帛の
みを第1表に示した通りの布帛に代えて複合塗膜のフリ
ーフィルムおよびゼロスパンテンションテスト用試験板
を作製した。
Examples 2 to 5 Using the same method as in Example 1, but replacing only the surface-treated fabric of Reference Example 2 with the fabric shown in Table 1, a free film of a composite coating film and a test plate for zero span tension test were prepared. did.

(以下余白) 第   1    表 実施例6 ポリエーテル系ウレタン樹脂14重量部、アミン化合物
4重量部、インシアネートプレポリマー50重量部、充
填材32重量部からなる、伸び率200%のマトリック
スをポリプロピレン板に塗布し、硬化乾燥しないうちに
参考例5で作製した表面処理布帛を貼り付け、それをよ
く押さえて含浸させてさらに布帛が完全に覆われるよう
にマトリックスを塗布し、硬化乾燥させて複合塗膜のフ
リーフィルムを作製した。
(Margins below) Table 1 Example 6 A polypropylene plate was prepared by using a matrix with an elongation rate of 200% consisting of 14 parts by weight of polyether urethane resin, 4 parts by weight of amine compound, 50 parts by weight of incyanate prepolymer, and 32 parts by weight of filler. Before it hardens and dries, apply the surface-treated fabric prepared in Reference Example 5, press it well to impregnate it, then apply the matrix so that the fabric is completely covered, and let it harden and dry to form a composite coating. A free film of the membrane was prepared.

ゼロスバンーンシ ンースト −  の上記ポリプロピ
レン板の代わりにゼロスパンテンションテスト用のスレ
ート板を用いて、同じ方法で複合塗膜を形成し、複合塗
膜塗布スレート板を作製し、ゼロスパンテンションテス
ト用に供した。
A slate plate for the zero span tension test was used in place of the polypropylene plate for zero span thinning, and a composite coating film was formed in the same manner to produce a composite coating coated slate plate, which was used for the zero span tension test.

比較例1 実施例2と同じ方法で、但し実施例2で使用したマトリ
ックスのみをタフガードEクロス用中塗り(日本ペイン
ト株式会社商品、ビスフェノールA型エポキシ樹脂と変
性ポリアミンよりなるガラスクロス用接着剤、乾燥塗膜
−の伸び率が3%)に代えて、複合塗膜のフリーフィル
ムおよびゼロスパンテンションテスト用試験板、すなわ
ち複合塗膜塗布スレート板を作製した。
Comparative Example 1 The same method as in Example 2 was used, except that only the matrix used in Example 2 was used as an intermediate coating for Toughguard E cloth (a product of Nippon Paint Co., Ltd., an adhesive for glass cloth made of bisphenol A type epoxy resin and modified polyamine, A free film of the composite coating film and a test plate for zero span tension test, that is, a slate plate coated with the composite coating film, were prepared instead of the dried coating film (elongation rate of 3%).

比較例2 実施例2と同じ方法で、ただし参考例3の表面処理布帛
のみをガラスクロス(繊維の伸び率が3%、クロスの引
張強度が33kg / I Omm >に代えて、複合
塗膜のフリーフィルムおよびゼロスパンテンションテス
ト用試験板、すなわち複合塗膜塗布スレート板を作製し
た。
Comparative Example 2 Using the same method as in Example 2, but replacing only the surface-treated fabric of Reference Example 3 with glass cloth (fiber elongation rate: 3%, cloth tensile strength: 33 kg/I Omm), a composite coating film was prepared. Test plates for free film and zero span tension tests, namely composite coated slate plates, were prepared.

比較例3 実施例2と同じ方法で、ただし参考例3の表面処理布帛
のみを塩化ビニリデンクロス(繊維の伸び率が37%、
クロスの引張強度が15kg / 10mm )に代え
て、複合塗膜のフリーフィルムおよびゼロスパンテンシ
ョンテスト用試験板、すなわち複合塗膜塗布スレート板
を作製した。
Comparative Example 3 The same method as in Example 2 was used, except that only the surface-treated fabric of Reference Example 3 was treated with vinylidene chloride cloth (fiber elongation rate was 37%,
(The tensile strength of the cloth was 15 kg/10 mm.

比較例4 実施例2と同じ方法で、ただし参考例3の表面処理布帛
のみを伸び率23%である 840デニールのナイロン
6マルチフィラメント糸を用い、引張強度が縦43kg
 / 15I!1m、横41kg/10市)の平織りに
製織したものに代えて、複合塗膜のフリーフィルムおよ
びゼロスパンテンションテスト用試験板、すなわち複合
塗膜塗布スレート板を作製した。
Comparative Example 4 Using the same method as Example 2, but using only the surface-treated fabric of Reference Example 3 with an elongation rate of 23%, using 840 denier nylon 6 multifilament yarn, and having a tensile strength of 43 kg in the longitudinal direction.
/ 15I! Instead of the plain weave of 1 m, width 41 kg/10 cities), a free film of the composite coating and a test plate for zero span tension test, that is, a slate plate coated with the composite coating were prepared.

上記実施例1〜6および比較例1〜4のフリーフィルム
を用いて引張強度、伸び率および接着性を、また複合塗
膜塗布スレート板を用いてゼロスパンテンションテスト
を行った。結果を第2表に示す。
The free films of Examples 1 to 6 and Comparative Examples 1 to 4 were tested for tensile strength, elongation, and adhesion, and the composite coated slate plates were tested for zero span tension. The results are shown in Table 2.

(以下余白) (注) 會l・・・引張強度(kg/Ω2) : JIS−に−
631)1に準拠した方法(但し、1号ダンベルを用い
る)。この値が大きい程、複合塗膜の剥落防止効果も大
きい。
(Left below) (Note) Tensile strength (kg/Ω2): According to JIS-
631) Method based on 1 (however, using No. 1 dumbbells). The larger this value is, the greater the effect of preventing the composite coating from peeling.

$2・・・伸び率(%) : JIS−に−6301に
準拠した方法。
$2...Elongation rate (%): Method based on JIS-6301.

(・但し、1号ダンベルを用いる)この値が大きい程、
割れ追従性も大きい。
(・However, use No. 1 dumbbells.) The larger this value is, the
It also has great crack followability.

I3・・・接着性:複合塗膜のフリーフィルムの両面を
引張り、引張強度が25kg / cm ”以上であり
、なおかつ布帛界面で剥離していないものを◎僅かに剥
離したものを○、25%以上剥離しているものを×とし
た(引張強度が25kg / Cl112未満のものは
全て×とした)。
I3...Adhesiveness: When both sides of the free film of the composite coating film are pulled, the tensile strength is 25 kg/cm" or more and there is no peeling at the fabric interface. ◎ If there is slight peeling, ○, 25%. Those with peeling above were marked as x (those with a tensile strength of less than 25 kg/Cl112 were all marked as x).

$4・・・ゼロスパンテンション(in):被塗物の、
クラックに対する追随性能を定量化する試験方法。参考
図に図示した通り、供試体く長さ151、幅7cm、厚
さ 0.5mmのスレート板の中央部片側に溝を設けた
もの)に複合膜を形成させ、充分硬化してから供試体の
溝に沿ってクラックを入れ、JIS−9−7721に準
じた試験機において引張試験を実施する。その際のフィ
ルムにピンホールが生じた時点、フィルムが切断した時
点、それぞれの伸びの大小によって表示し、ピンホール
が発生しない状態で伸びが大きい程、ゼロスパンテンシ
ョンが大とする。これにより複合塗膜の割れ追従性、遮
断性などを知ることができる。
$4...Zero span tension (in): of the object to be coated,
A test method to quantify crack tracking performance. As shown in the reference drawing, a composite film was formed on a slate plate with a length of 151 cm, a width of 7 cm, and a thickness of 0.5 mm (with a groove on one side of the center part), and after it had sufficiently cured, the test specimen was A crack is made along the groove, and a tensile test is performed using a testing machine according to JIS-9-7721. The point at which a pinhole occurs in the film, the point at which the film is cut, and the magnitude of each elongation are indicated. The greater the elongation without pinholes, the greater the zero span tension. This allows us to know the crack followability, barrier properties, etc. of the composite coating film.

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

第1図〜第5図は本発明の複合塗膜で保護されたコンク
リート面の断面図を例示し、第1図は複合塗膜を一回施
工した場合、第2図は複合塗膜を連続二回施工した場合
、第3図は複合塗膜第1回施工と第2回施工の間に中塗
り塗料による塗膜を形成し、複合塗膜第2回施工後、上
塗り塗料による塗膜を形成した場合、第4図は複合塗膜
を一回施工後、上塗り塗料による塗膜を形成した場合、
第5図は複合塗膜第1回施工と第2回施工の間に中塗り
塗料による塗膜を形成した場合の断面図を示す。尚、図
中1はコンクリート層、aはマトリックス、bは表面処
理合成繊維クロス、Cは中塗り塗料による塗膜、dは上
塗り塗料による塗膜をそれぞれ示す。 また、参考図(イ)は実施例、比較例のそれぞれについ
て実施したゼロスパンテンションテス1〜について、複
合塗膜で被覆された供試体の斜面図、参考図(17)は
同じく断面図である。参考図中においてAは供試体、B
は複合塗膜、Cは供試体に入れたクラックを示す。 特許出願代理人
Figures 1 to 5 illustrate cross-sectional views of concrete surfaces protected by the composite coating film of the present invention. In the case of two-time application, Figure 3 shows that an intermediate coating is formed between the first and second composite coating, and a top coat is applied after the second composite coating is applied. Figure 4 shows the case where a composite coating film is applied once and then a coating film is formed using a top coat.
FIG. 5 shows a cross-sectional view when a coating film is formed using an intermediate coating between the first construction and the second construction of the composite coating film. In the figure, 1 indicates a concrete layer, a indicates a matrix, b indicates a surface-treated synthetic fiber cloth, C indicates a coating film formed by an intermediate coating, and d indicates a coating film formed by a top coating. Further, reference figure (A) is a slope view of a specimen coated with a composite coating film for zero span tension tests 1 to 1 carried out for each of the examples and comparative examples, and reference figure (17) is a cross-sectional view. In the reference diagram, A is the specimen, B
C indicates a composite coating, and C indicates a crack in the specimen. patent application agent

Claims (3)

【特許請求の範囲】[Claims] (1)乾燥塗膜の伸び率が50%以上の高遮断性マトリ
ックスと、伸び率20%以上の繊維からなり、引張強度
が15kg/10mm以上であってマトリックスとの接
着性改善のための物理的あるいは化学的表面処理の施さ
れた布帛とからなるコンクリート保護用複合塗膜。
(1) A high-barrier matrix with a dry coating elongation of 50% or more and fibers with an elongation of 20% or more, with a tensile strength of 15kg/10mm or more, and physical properties to improve adhesion with the matrix. A composite coating film for concrete protection consisting of a fabric that has been subjected to surface treatment or chemical treatment.
(2)マトリックスが変性エポキシ樹脂、ウレタンゴム
、アクリルゴム、シリコンゴム、スチレンブタジエンゴ
ム、クロロプレンゴムあるいはネオプレンゴムを主成分
とする樹脂組成物である特許請求の範囲第1項記載の複
合塗膜。
(2) The composite coating film according to claim 1, wherein the matrix is a resin composition containing a modified epoxy resin, urethane rubber, acrylic rubber, silicone rubber, styrene-butadiene rubber, chloroprene rubber, or neoprene rubber as a main component.
(3)変性エポキシ樹脂が、ダイマー酸変性エポキシ樹
脂および/またはニトリルゴム変性エポキシ樹脂である
特許請求の範囲第2項記載の複合塗膜。
(3) The composite coating film according to claim 2, wherein the modified epoxy resin is a dimer acid-modified epoxy resin and/or a nitrile rubber-modified epoxy resin.
JP62156220A 1987-06-23 1987-06-23 Composite coated film for concrete protection Pending JPS63319081A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62156220A JPS63319081A (en) 1987-06-23 1987-06-23 Composite coated film for concrete protection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62156220A JPS63319081A (en) 1987-06-23 1987-06-23 Composite coated film for concrete protection

Publications (1)

Publication Number Publication Date
JPS63319081A true JPS63319081A (en) 1988-12-27

Family

ID=15622981

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62156220A Pending JPS63319081A (en) 1987-06-23 1987-06-23 Composite coated film for concrete protection

Country Status (1)

Country Link
JP (1) JPS63319081A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04107254A (en) * 1990-08-29 1992-04-08 Ohbayashi Corp Method of application of lining to concrete
JP2015059195A (en) * 2013-09-20 2015-03-30 中国塗料株式会社 Epoxy resin composition

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04107254A (en) * 1990-08-29 1992-04-08 Ohbayashi Corp Method of application of lining to concrete
JP2015059195A (en) * 2013-09-20 2015-03-30 中国塗料株式会社 Epoxy resin composition

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