[go: up one dir, main page]

CN101230244A - A kind of self-permeable concrete crack repair glue and preparation method thereof - Google Patents

A kind of self-permeable concrete crack repair glue and preparation method thereof Download PDF

Info

Publication number
CN101230244A
CN101230244A CNA2008100185568A CN200810018556A CN101230244A CN 101230244 A CN101230244 A CN 101230244A CN A2008100185568 A CNA2008100185568 A CN A2008100185568A CN 200810018556 A CN200810018556 A CN 200810018556A CN 101230244 A CN101230244 A CN 101230244A
Authority
CN
China
Prior art keywords
self
preparation
concrete crack
epoxy resin
vinyl
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
CNA2008100185568A
Other languages
Chinese (zh)
Inventor
许戈文
鲍俊杰
刘都宝
熊潜生
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.)
Anhui University
Original Assignee
Anhui University
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 Anhui University filed Critical Anhui University
Priority to CNA2008100185568A priority Critical patent/CN101230244A/en
Publication of CN101230244A publication Critical patent/CN101230244A/en
Pending legal-status Critical Current

Links

Landscapes

  • Sealing Material Composition (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

本发明公开了一种自渗型混凝土裂缝修补胶及其制备方法,特征是按各成分在各自组分中所占质量比将10~50%的乙烯基聚氨酯和10~60%的乙烯基单体、10~60%的不饱和环氧树脂、0.1~10%的促进剂和0.01~1%的阻聚剂混合搅拌均匀后出料,即得主组分A;将60~90%的增塑剂和1~35%的硅烷偶联剂和1~5%的引发剂混合搅拌均匀后出料,即得副组分B;使用前将主组分A和副组分B分别包装,使用时根据需要按配比将主组分A与副组分B混合在一起。本发明集聚氨酯、环氧树脂及丙烯酸酯的优势于一身,具有低粘度、自渗性、快固化、高强度、高耐久且操作简便的特点,可应用于公路、大坝或机场的裂缝修补工程。The invention discloses a self-permeable concrete crack repair adhesive and a preparation method thereof, which is characterized in that 10-50% of vinyl polyurethane and 10-60% of vinyl mono body, 10-60% of unsaturated epoxy resin, 0.1-10% of accelerator and 0.01-1% of polymerization inhibitor are mixed and stirred evenly, and then the material is discharged, which is the main component A; 60-90% of the plasticized agent, 1 to 35% of silane coupling agent and 1 to 5% of initiator are mixed and stirred evenly, and then discharged to obtain subcomponent B; before use, the main component A and subcomponent B are packaged separately. Mix the main component A and the secondary component B together according to the proportion. The invention integrates the advantages of polyurethane, epoxy resin and acrylate, and has the characteristics of low viscosity, self-permeability, fast curing, high strength, high durability and easy operation, and can be applied to crack repair of roads, dams or airports project.

Description

一种自渗型混凝土裂缝修补胶及其制备方法 A kind of self-permeable concrete crack repair glue and preparation method thereof

技术领域technical field

本发明属于建筑材料技术领域,特别涉及用于道路、大坝或机场的自渗型混凝土裂缝修补胶及其制备方法。The invention belongs to the technical field of building materials, and in particular relates to a self-permeable concrete crack repair glue for roads, dams or airports and a preparation method thereof.

背景技术Background technique

混凝土是工程建筑中最广泛使用的建筑材料之一。在实际工程中,由于建筑物所处环境条件的影响、设计不当、施工质量等原因,混凝土产生裂缝等病害是较为常见的。Concrete is one of the most widely used building materials in engineering construction. In actual engineering, due to the influence of the environmental conditions of the building, improper design, construction quality and other reasons, concrete cracks and other diseases are relatively common.

现有技术中,中国专利CN86104918A提到的一种环氧树脂浆液,最突出的优点在于浆液的粘度较小,但其固化时间较长,通常需要数小时至几天;而修补工程一般都希望较短的初凝时间,以缩短工期,提高效率。In the prior art, the most prominent advantage of the epoxy resin slurry mentioned in Chinese patent CN86104918A is that the viscosity of the slurry is relatively small, but its curing time is long, which usually takes several hours to several days; Shorter initial setting time to shorten construction period and improve efficiency.

丙烯酸类修补材料具有低粘度快固化的特点,但存在体积收缩大、热粘冷脆的缺点。中国专利CN1198460报道的一种快速固化的丙烯酸类结构黏合剂,是一种基于乙烯基聚氨酯和丙烯酸类的双组分结构粘合剂,具有固化时间快,粘结强度高的优点,但由于其配方中需要加入过渡金属的螯合剂,还需用取代的二氢吡啶做活性稀释剂,比较繁琐。Acrylic repair materials have the characteristics of low viscosity and fast curing, but have the disadvantages of large volume shrinkage, hot stickiness and cold brittleness. A fast-curing acrylic structural adhesive reported in Chinese patent CN1198460 is a two-component structural adhesive based on vinyl polyurethane and acrylic, which has the advantages of fast curing time and high bond strength, but due to its The formula needs to add a transition metal chelating agent and a substituted dihydropyridine as a reactive diluent, which is cumbersome.

聚氨酯树脂类灌浆材料是一种较好的补缝材料,此类材料胶结性好,弹性好,耐低温,耐疲劳,但通常粘度都很大,不适合修补细缝。中国专利CN1247882A报道的一种双组分聚氨酯建筑密封膏及生产工艺,其双组分聚氨酯以NCO封端,粘度达到200cps以上,但大粘度不适合修补细缝。Polyurethane resin grouting material is a good seam filling material. This kind of material has good cementation, good elasticity, low temperature resistance and fatigue resistance, but usually has a high viscosity and is not suitable for repairing fine seams. Chinese patent CN1247882A reports a kind of two-component polyurethane building sealant and its production process. Its two-component polyurethane is terminated with NCO, and the viscosity reaches more than 200cps, but the high viscosity is not suitable for repairing fine seams.

中国专利CN1376756报道的一种道路裂缝密封胶,有很好的粘接性和弹性,可用于裂缝修补;但其粘度较大,且用甲苯做溶剂,不够环保。A kind of sealant for road cracks reported by Chinese patent CN1376756 has good adhesion and elasticity, and can be used for crack repair; but its viscosity is relatively large, and toluene is used as a solvent, which is not environmentally friendly enough.

中国专利CN101081933报道的一种绿色环保型聚合物乳液无机粉体与纳米材料复合改性乳化沥青裂缝修补料,但由于其是水乳型,水挥发速度慢,修补胶水固化慢,不适合在快速修补场合使用。Chinese patent CN101081933 reports a green and environment-friendly polymer emulsion inorganic powder and nano-material composite modified emulsified asphalt crack repair material, but because it is a water-emulsion type, the water volatilization speed is slow, and the repair glue cures slowly, so it is not suitable for rapid Use in repairing occasions.

发明内容Contents of the invention

本发明的目的在于提出一种自渗型混凝土裂缝修补胶及其制备方法,达到兼具聚氨酯、丙烯酸酯和环氧树脂的优点,具有低粘度、自渗性、快固化、高强度、高耐久且操作简便的特点,可应用于道路、大坝或机场的裂缝修补工程,解决裂缝难题。The purpose of the present invention is to propose a self-permeable concrete crack repair glue and its preparation method, which has the advantages of polyurethane, acrylate and epoxy resin, and has low viscosity, self-permeability, fast curing, high strength and high durability. And it is easy to operate, it can be applied to crack repair projects of roads, dams or airports to solve the problem of cracks.

本发明的自渗型混凝土裂缝修补胶,其特征在于使用前分为主组分A和副组分B两种分开的配方,其中的组成成分及在各自组分中所占的质量比如下:The self-permeable concrete crack repair glue of the present invention is characterized in that it is divided into two separate formulations of main component A and secondary component B before use, wherein the composition and the mass ratio in each component are as follows:

主组分A:乙烯基聚氨酯        10~50%Main component A: Vinyl polyurethane 10~50%

         乙烯基单体          10~60%Vinyl monomer 10~60%

         不饱和环氧树脂      10~60%  Unsaturated epoxy resin 10~60%

         促进剂              0.1~10%Accelerator 0.1~10%

         阻聚剂              0.01~1%Inhibitor 0.01~1%

         副组分B:增塑剂     60~90%  Subcomponent B: Plasticizer 60~90%

         硅烷偶联剂          1~35%                                                                                        1~35%

         引发剂              1~5%。Initiator 1~5%.

本发明的上述自渗型混凝土裂缝修补胶的制备方法,其特征在于按各组成成分在各自组分中所占的质量比将10~50%的乙烯基聚氨酯、10~60%的乙烯基单体、10~60%的不饱和环氧树脂、0.1~10%的促进剂和0.01~1%的阻聚剂混合搅拌均匀后出料包装,即得主组分A;将10~90%的增塑剂、1~10%的硅烷偶联剂和1~5%的引发剂混合搅拌均匀后出料,即得副组分B;使用前将主组分A和副组分B分别包装,使用时再将主组分A与副组分B混合在一起,主组分A与副组分B的配合质量比为50∶1~10。The preparation method of the above-mentioned self-permeable concrete crack repair glue of the present invention is characterized in that 10-50% vinyl polyurethane, 10-60% vinyl mono body, 10-60% unsaturated epoxy resin, 0.1-10% accelerator and 0.01-1% polymerization inhibitor are mixed and stirred evenly, and then packaged to obtain the main component A; 10-90% accelerator Plasticizer, 1-10% of silane coupling agent and 1-5% of initiator are mixed and stirred evenly, and then the material is discharged to obtain sub-component B; before use, the main component A and sub-component B are packaged separately, and used When mixing the main component A and the subcomponent B together, the mass ratio of the main component A to the subcomponent B is 50:1-10.

所述乙烯基单体包括丙烯酸、丙烯酸丁酯、丙烯酸乙酯、丙烯酸丙酯、丙烯酸甲酯、甲基丙烯酸甲酯、甲基丙烯酸、烷基中碳原子数不超过20的丙烯酸烷基酯、甲基丙烯酸烷基酯、丙烯酰胺、甲基丙烯酰胺、苯乙烯、α-烷基苯乙烯、丙烯腈、甲基丙烯腈、乙烯甲酯、乙烯乙酯、乙烯丙酯、乙烯丁酯、甲基丙烯酸羟乙酯、甲基丙烯酸羟丙酯和/或丙烯酸-β-羟丙酯。The vinyl monomers include acrylic acid, butyl acrylate, ethyl acrylate, propyl acrylate, methyl acrylate, methyl methacrylate, methacrylic acid, alkyl acrylates with no more than 20 carbon atoms in the alkyl group, Alkyl Methacrylate, Acrylamide, Methacrylamide, Styrene, Alpha-Alkyl Styrene, Acrylonitrile, Methacrylonitrile, Vinyl Methyl, Vinyl Ethyl, Vinyl Propyl, Vinyl Butyl, Formaldehyde hydroxyethyl acrylate, hydroxypropyl methacrylate and/or beta-hydroxypropyl acrylate.

所述不饱和环氧树脂包括不饱和的双酚A型环氧树脂、E型环氧树脂、糠酮环氧树脂或聚丁二烯环氧树脂。The unsaturated epoxy resin includes unsaturated bisphenol A type epoxy resin, E type epoxy resin, furfurone epoxy resin or polybutadiene epoxy resin.

所述促进剂包括六亚甲基四胺、N,N-二甲基苯胺N,N-二甲基苯胺、二甲胺或二苄胺。The accelerator includes hexamethylenetetramine, N,N-dimethylaniline N,N-dimethylaniline, dimethylamine or dibenzylamine.

所述阻聚剂包括对苯二酚、间甲酚、对甲酚或对羟基苯甲醚。The polymerization inhibitor includes hydroquinone, m-cresol, p-cresol or p-hydroxyanisole.

所述增塑剂包括邻苯二甲酸二甲酯、邻苯二甲酸二丁酯或邻苯二甲酸二辛酯。The plasticizer includes dimethyl phthalate, dibutyl phthalate or dioctyl phthalate.

所述引发剂包括过氧化苯甲酰、过硫酸钾、过硫酸铵、偶氮二异丁腈、过氧化氢、过氧化氢叔丁酯、甲醛、抗坏血酸、甲醛次硫酸钠、偏亚硫酸钠或硫酸亚铁铵。The initiator includes benzoyl peroxide, potassium persulfate, ammonium persulfate, azobisisobutyronitrile, hydrogen peroxide, tert-butyl hydroperoxide, formaldehyde, ascorbic acid, sodium formaldehyde sulfoxylate, sodium metasulfite or sulfuric acid ammonium ferrous.

本发明的裂缝修补胶最突出的优点在于体系的粘度较小,通过调整主组分A与副组分B的配合比例,可以调节其在几分钟到几十分钟内固化;对于浅层裂缝处理,不需压力灌浆,直接将混合后的树脂倒在缝面上,就能自己往细微的混凝土裂缝中渗透,故成为自渗型裂缝修补胶。现有的许多修复工艺和产品要么效果并不理想,要么制备或使用较复杂,要么价格昂贵,要么不能适应各种变化着的不同的施工情况。与中国专利CN86104918A所提出的弹性环氧化学灌浆材料浆液相比较,其粘度较小,是逐步聚合固化,固化时间常,不利于加快工期;而本发明是通过自由基聚合使不饱和环氧树脂、丙烯酸酯和不饱和聚氨酯完成固化反应,由于自由基聚合具有快反应和快终止的特点,固化时间只需要几分钟至几十分钟,解决了固化时间长的问题。与中国专利CN1198460所提出的快速固化的丙烯酸类结构黏合剂相比较,虽然其具有丙烯酸酯类树脂固化时间快的优点,但由于其配方中需要加入过渡金属的螯合剂,还需用取代的二氢吡啶做活性稀释剂,比较繁琐;本发明的裂缝修补胶不需要使用过渡金属的螯合剂和二氢吡啶做活性稀释剂,只用乙烯基单体做稀释剂,简化了原料,制备方法简单。与中国专利CN1247882A所提出的双组分聚氨酯建筑密封膏相比较,虽然其具有聚氨酯类胶结性好,弹性好,耐低温,耐疲劳的优点,但粘度大到200cps以上,不适合细缝施工,而本发明的裂缝修补胶胶液采用乙烯基单体对乙烯基聚氨酯做稀释,使用时粘度只有10~50cps,解决了粘度大的问题,适合细小缝的修补。与中国专利CN1376756报道的道路裂缝密封胶相比较,由于其使用甲苯做溶剂,不够环保;而本发明不用甲苯,也不用苯、二甲苯做有机溶剂,而是采用乙烯基单体做稀释,乙烯基单体固化后成高聚物,不挥发,解决了胶液不够环保的问题。与中国专利CN101081933报道的绿色环保型聚合物乳液无机粉体与纳米材料复合改性乳化沥青裂缝修补料相比较,由于其是通过水的挥发完成胶液固化反应,水挥发慢,因此胶液固化慢,需要24小时以上,不适合快速修补场合;而本发明的裂缝修补胶是通过自由基聚合反应完成固化反应,固化时间只需几分钟到几十分钟。综上所述,本发明的裂缝修补胶将聚氨酯、丙烯酸酯以及环氧树脂三大树脂的优势性能互补,集优势于一身,特别适合需要达到快速修补目的场合,且不使用有机溶剂,是一种环保型的裂缝修补胶。The most prominent advantage of the crack repair glue of the present invention is that the viscosity of the system is small, and by adjusting the proportion of the main component A and the auxiliary component B, it can be adjusted to solidify within a few minutes to tens of minutes; for shallow crack treatment , No need for pressure grouting, directly pour the mixed resin on the joint surface, and it can penetrate into the fine concrete cracks by itself, so it becomes a self-seeping crack repair glue. Many existing restoration techniques and products either have unsatisfactory effects, are complicated to prepare or use, are expensive, or cannot adapt to various changing construction situations. Compared with the elastic epoxy chemical grouting material slurry proposed by Chinese patent CN86104918A, its viscosity is small, it is gradually polymerized and solidified, and the curing time is often, which is not conducive to accelerating the construction period; and the present invention makes the unsaturated epoxy resin , acrylate and unsaturated polyurethane complete the curing reaction. Due to the characteristics of fast reaction and fast termination of free radical polymerization, the curing time only takes a few minutes to tens of minutes, which solves the problem of long curing time. Compared with the fast-curing acrylic structural adhesive proposed by Chinese patent CN1198460, although it has the advantage of fast curing time of acrylic resin, it needs to be replaced by a chelating agent of transition metal because of the need to add a transition metal chelating agent in its formula. Hydropyridine is used as active diluent, which is more complicated; the crack repair adhesive of the present invention does not need to use transition metal chelating agent and dihydropyridine as active diluent, and only uses vinyl monomer as diluent, which simplifies the raw materials and makes the preparation method simple . Compared with the two-component polyurethane building sealant proposed by Chinese patent CN1247882A, although it has the advantages of good polyurethane cementation, good elasticity, low temperature resistance, and fatigue resistance, its viscosity is as large as 200 cps or more, which is not suitable for fine joint construction. However, the crack repair glue of the present invention uses vinyl monomers to dilute vinyl polyurethane, and has a viscosity of only 10 to 50 cps during use, which solves the problem of high viscosity and is suitable for repairing small and small seams. Compared with the road crack sealant reported in Chinese patent CN1376756, because it uses toluene as a solvent, it is not environmentally friendly enough; and the present invention does not use toluene, nor benzene and xylene as organic solvents, but uses vinyl monomers for dilution. After the base monomer is cured, it becomes a high polymer and does not volatilize, which solves the problem that the glue is not environmentally friendly. Compared with the green environment-friendly polymer emulsion inorganic powder and nano-material composite modified emulsified asphalt crack repair material reported in Chinese patent CN101081933, because it completes the glue curing reaction through the volatilization of water, the water volatilization is slow, so the glue solidifies Slow, need more than 24 hours, not suitable for fast repair occasions; and the crack repair adhesive of the present invention completes the curing reaction through free radical polymerization, and the curing time only needs a few minutes to tens of minutes. In summary, the crack repair adhesive of the present invention complements the advantages and properties of the three major resins of polyurethane, acrylate and epoxy resin, and integrates advantages in one. It is especially suitable for occasions that need to achieve the purpose of rapid repair, and does not use organic solvents. An environmentally friendly crack repair glue.

具体实施方式:Detailed ways:

下面结合具体实施例,进一步阐述本发明。Below in conjunction with specific embodiment, further illustrate the present invention.

实施例1:Example 1:

在制备主组分A前,先制备乙烯基聚氨酯,具体制备方法如下:Before preparing main component A, first prepare vinyl polyurethane, concrete preparation method is as follows:

称取真空脱水后的N-210聚氧化丙烯二醇58克和二苯基甲烷二异氰酸酯50克,加入三口烧瓶中,控制温度在60℃在机械搅拌下反应2小时,再加入甲基丙烯酸羟丙酯34克,升温到90℃反应2小时后,降温至25℃,出料,即得乙烯基聚氨酯。Weigh 58 grams of N-210 polyoxypropylene diol and 50 grams of diphenylmethane diisocyanate after vacuum dehydration, add them into a three-necked flask, control the temperature at 60°C and react under mechanical stirring for 2 hours, then add methacrylic acid hydroxyl 34 grams of propyl ester, heated up to 90°C and reacted for 2 hours, cooled to 25°C, and discharged to obtain vinyl polyurethane.

在2000ml三口烧瓶中,依次加入乙烯基聚氨酯100克、甲基丙烯酸羟丙酯500克、不饱和环氧树脂500克、二甲基苄胺2.2克和对苯二酚0.5克,搅拌均匀,即得主组分A。In a 2000ml three-necked flask, successively add 100 grams of vinyl polyurethane, 500 grams of hydroxypropyl methacrylate, 500 grams of unsaturated epoxy resin, 2.2 grams of dimethylbenzylamine and 0.5 grams of hydroquinone, and stir evenly, that is Winner component A.

将邻苯二甲酸二甲酯49克、过氧化苯甲酰36克和硅烷偶联剂2克混合,搅拌均匀,即得到副组分B。Mix 49 grams of dimethyl phthalate, 36 grams of benzoyl peroxide and 2 grams of silane coupling agent, and stir evenly to obtain subcomponent B.

产品性能的测试方法:Test methods for product performance:

拉伸强度:按GB/T2568-1995,用XLM-智能电子拉力实验机(济南兰光)测试,拉伸速度为200mm/min;Tensile strength: According to GB/T2568-1995, test with XLM-intelligent electronic tensile testing machine (Jinan Languang), and the tensile speed is 200mm/min;

粘度:用NDJ-T9型旋转粘度计(同济大学机电厂)测试混合胶液的粘度;Viscosity: Test the viscosity of the mixed glue with the NDJ-T9 rotational viscometer (Tongji University Electromechanical Plant);

硬度:采用邵氏D硬度计测试。Hardness: tested by Shore D hardness tester.

使用效果:Effect:

1、使用时按质量比主组分A∶副组分B=50∶1配置浆液,充分混合后注入裂缝中,5分钟胶液开始固化,20分钟后胶液固化完全,裂缝修补完毕。按上述测试方法测得该例配比产品的性能为:固化时间20分钟,应用时粘度30cps,22℃邵D硬度75,抗压强度30MPa。1. When using, prepare the slurry according to the mass ratio of main component A: sub-component B = 50:1, mix well and inject into the crack. The glue starts to solidify in 5 minutes, and the glue solidifies completely after 20 minutes, and the crack repair is completed. According to the above test method, the performance of the proportioned product in this example is: curing time 20 minutes, viscosity 30cps when applied, 22°C Shore D hardness 75, and compressive strength 30MPa.

2、使用时按质量比主组分A∶副组分B=50∶10配置浆液,充分混合后注入裂缝中,3分钟胶液开始固化,10分钟后胶液固化完全,裂缝修补完毕。按上述测试方法测得该例配比产品的性能为:固化时间10分钟,应用时粘度32cps,22℃邵D硬度76,拉伸强度32MPa。2. When using, prepare the slurry according to the mass ratio of main component A: sub-component B = 50:10, mix well and inject into the crack. The glue starts to solidify in 3 minutes, and the glue solidifies completely after 10 minutes, and the crack is repaired. According to the above test method, the performance of the proportioned product in this example is: curing time 10 minutes, viscosity 32cps when applied, 22°C Shore D hardness 76, and tensile strength 32MPa.

实施例2:Example 2:

在2000ml三口烧瓶中,依次加入乙烯基聚氨酯300克、甲基丙烯酸丁酯600克、不饱和环氧树脂100克、二甲基苄胺2.2克和对苯二酚0.5克,搅拌均匀,即得主组分A。In a 2000ml three-necked flask, sequentially add 300 grams of vinyl polyurethane, 600 grams of butyl methacrylate, 100 grams of unsaturated epoxy resin, 2.2 grams of dimethylbenzylamine and 0.5 grams of hydroquinone, and stir evenly, that is, the winner Component A.

将邻苯二甲酸二丁酯49克、过氧化苯甲酰36克和硅烷偶联剂30克混合,搅拌均匀,即得到副组分B。Mix 49 grams of dibutyl phthalate, 36 grams of benzoyl peroxide and 30 grams of silane coupling agent, and stir evenly to obtain subcomponent B.

产品性能的测试方法同实施例1。The test method of product performance is the same as embodiment 1.

使用时按质量比主组分A∶副组分B=50∶10配置浆液,充分混合后注入裂缝中,3分钟胶液开始固化,10分钟后胶液固化完全,裂缝修补完毕。测得本实施例配比产品的性能为:固化时间10分钟,应用时粘度30cps,22℃邵D硬度65,抗压强度28MPa。When using, prepare the slurry according to the mass ratio of main component A: sub-component B = 50:10, mix well and inject into the crack. The glue starts to solidify in 3 minutes, and the glue solidifies completely after 10 minutes, and the crack repair is completed. The measured properties of the proportioned product in this example are: curing time of 10 minutes, viscosity of 30 cps during application, Shore D hardness of 65 at 22° C., and compressive strength of 28 MPa.

实施例3:Example 3:

在2000ml三口烧瓶中,依次加入乙烯基聚氨酯100克、甲基丙烯酸甲酯200克、丙烯酸丁酯100克、不饱和环氧树脂600克、二甲基苄胺10克和对苯二酚1克,搅拌均匀,即得主组分A。In a 2000ml three-necked flask, add 100 grams of vinyl polyurethane, 200 grams of methyl methacrylate, 100 grams of butyl acrylate, 600 grams of unsaturated epoxy resin, 10 grams of dimethylbenzylamine and 1 gram of hydroquinone in sequence. , Stir evenly to get the main component A.

将邻苯二甲酸二甲酯90克、偶氮二异丁腈5克和KH550硅烷偶联剂5克混合,搅拌均匀,即得到副组分B。Mix 90 grams of dimethyl phthalate, 5 grams of azobisisobutyronitrile and 5 grams of KH550 silane coupling agent, and stir evenly to obtain subcomponent B.

测试方法同实施例1。Test method is the same as embodiment 1.

使用时按质量比主组分A∶副组分B=50∶5配置浆液,充分混合后注入裂缝中,4分钟胶液开始固化,15分钟后胶液固化完全,裂缝修补完毕。测得本实施例配比产品的性能为:固化时间15分钟,应用时粘度50cps,22℃邵D硬度55,抗压强度38MPa。When using, configure the slurry according to the mass ratio of main component A: sub-component B = 50:5, mix well and pour it into the crack. The glue starts to solidify in 4 minutes, and the glue solidifies completely after 15 minutes, and the crack repair is completed. The measured properties of the proportioned product in this example are: curing time 15 minutes, viscosity 50 cps when applied, Shore D hardness 55 at 22°C, and compressive strength 38 MPa.

实施例4:Example 4:

在2000ml三口烧瓶中,依次加入乙烯基聚氨酯500克、甲基丙烯酸甲酯300克、丙烯酸丁酯100克、不饱和环氧树脂100克、二甲基苄胺0.5克和对苯二酚0.01克,搅拌均匀,即得主组分A。In a 2000ml three-necked flask, add 500 grams of vinyl polyurethane, 300 grams of methyl methacrylate, 100 grams of butyl acrylate, 100 grams of unsaturated epoxy resin, 0.5 grams of dimethyl benzylamine and 0.01 grams of hydroquinone in sequence. , Stir evenly to get the main component A.

将邻苯二甲酸二辛酯90克、过氧化苯甲酰5克和KH550硅烷偶联剂5克混合,搅拌均匀,即得到副组分B。Mix 90 grams of dioctyl phthalate, 5 grams of benzoyl peroxide and 5 grams of KH550 silane coupling agent, and stir evenly to obtain subcomponent B.

测试方法同实施例1。Test method is the same as embodiment 1.

使用时按质量比主组分A∶副组分B=50∶5配置浆液,充分混合后注入裂缝中,5分钟胶液开始固化,30分钟后胶液固化完全,裂缝修补完毕。测得本实施例配比产品的性能为:固化时间30分钟,应用时粘度48cps,22℃邵D硬度50,抗压强度33MPa。When using it, configure the slurry according to the mass ratio of main component A: sub-component B = 50:5, mix well and pour it into the crack. The glue starts to solidify in 5 minutes, and after 30 minutes, the glue is completely cured and the crack is repaired. The measured properties of the proportioned product in this example are: curing time 30 minutes, viscosity 48 cps when applied, Shore D hardness 50 at 22°C, and compressive strength 33 MPa.

实施例5:Example 5:

在2000ml三口烧瓶中,依次加入乙烯基聚氨酯100克、甲基丙烯酸羟丙酯100克、甲基丙烯酸甲酯500克、丙烯酸丁酯100克、苯乙烯100、不饱和环氧树脂100克、二甲基苄胺10克和对苯二酚1克,搅拌均匀,即得主组分A。In a 2000ml three-necked flask, add 100 grams of vinyl polyurethane, 100 grams of hydroxypropyl methacrylate, 500 grams of methyl methacrylate, 100 grams of butyl acrylate, 100 grams of styrene, 100 grams of unsaturated epoxy resin, and two 10 grams of methylbenzylamine and 1 gram of hydroquinone were stirred evenly to obtain the main component A.

将邻苯二甲酸二甲酯60克、过氧化苯甲酰35克和KH550硅烷偶联剂5克混合,搅拌均匀,即得到副组分B。Mix 60 grams of dimethyl phthalate, 35 grams of benzoyl peroxide and 5 grams of KH550 silane coupling agent, and stir evenly to obtain subcomponent B.

测试方法同实施例1。Test method is the same as embodiment 1.

使用时按质量比主组分A∶副组分B=50∶1配置浆液,充分混合后注入裂缝中,4分钟胶液开始固化,20分钟后胶液固化完全,裂缝修补完毕。测得本实施例配比产品的性能为:固化时间20分钟,应用时粘度20cps,22℃邵D硬度75,抗压强度39MPa。When using, configure the slurry according to the mass ratio of main component A: sub-component B = 50:1, mix well and pour it into the crack. The glue starts to solidify in 4 minutes, and the glue solidifies completely after 20 minutes, and the crack repair is completed. The measured properties of the proportioned product in this example are: curing time 20 minutes, viscosity 20 cps when applied, Shore D hardness 75 at 22°C, and compressive strength 39 MPa.

比较分析:comparative analysis:

上述实施例中,若其他条件不变,乙烯基聚氨酯用量由10%改到50%,乙烯基单体用量从10%改为60%、不饱和环氧树脂用量由10%改为60%、促进剂质量由0.1%改为10%、阻聚剂用量由0.01%改为1%、增塑剂质量比由60%改为90%、硅烷偶联剂用量由1%改为35%的、引发剂质量由1%改为5%,均能得到性能满意的产品。In the foregoing embodiment, if other conditions remain unchanged, the amount of vinyl polyurethane is changed from 10% to 50%, the amount of vinyl monomer is changed from 10% to 60%, the amount of unsaturated epoxy resin is changed from 10% to 60%, The quality of accelerator is changed from 0.1% to 10%, the amount of polymerization inhibitor is changed from 0.01% to 1%, the mass ratio of plasticizer is changed from 60% to 90%, the amount of silane coupling agent is changed from 1% to 35%, The quality of the initiator is changed from 1% to 5%, and the product with satisfactory performance can be obtained.

上述实施例中,若其他条件不变,用甲基丙烯酸甲酯、丙烯酸丁酯代替甲基丙烯酸羟丙酯,或者它们之间组合使用,均能得到性能满意的产品,这是因为这些单体中都含有双键,都可以参与自由基聚合形成高聚物,从而得到产品,其他含有双键的乙烯基单体,都可以做为本发明的原料,并能得到性能满意的产品。In the above examples, if other conditions remain unchanged, methyl methacrylate and butyl acrylate are used instead of hydroxypropyl methacrylate, or they are used in combination, and products with satisfactory performance can be obtained. This is because these monomers All of them contain double bonds, and can participate in free radical polymerization to form high polymers to obtain products. Other vinyl monomers containing double bonds can be used as raw materials of the present invention, and products with satisfactory performance can be obtained.

本发明中使用的引发剂,是自由基聚合中常用的引发剂,都类似于过氧化苯甲酰,可以提供自由基,完成自由基聚合反应。The initiator used in the present invention is a commonly used initiator in free radical polymerization, and is similar to benzoyl peroxide, which can provide free radicals to complete the free radical polymerization reaction.

通过上面的实施例可以看到,本发明通过合成聚氨酯预聚体,再与环氧树脂、丙烯酸酯反应,所制备出的系列混凝土裂缝修补胶,具有低粘度,固化速度快,固化后材料强度高,硬度大,且具有较好的韧性,是一种很好的环保型的裂缝修补材料。As can be seen from the above examples, the present invention synthesizes polyurethane prepolymers and reacts with epoxy resins and acrylates to prepare a series of concrete crack repair adhesives with low viscosity, fast curing speed, and strong material strength after curing. High, high hardness, and good toughness, it is a very good environmental protection crack repair material.

Claims (8)

1. a self-seepage concrete crack repairing glue is divided into two kinds of prescriptions that separate of major constituent A and side ingredient B before it is characterized in that using, moiety wherein and in component separately shared mass ratio as follows:
Major constituent A: vinyl urethane 10~50%
Vinyl monomer 10~60%
Unsatured epoxy resin 10~60%
Promotor 0.1~10%
Stopper 0.01~1%
Side ingredient B: softening agent 60~90%
Silane coupling agent 1~35%
Initiator 1~5%.
2. the preparation method of the described self-seepage concrete crack repairing glue of claim 1, it is characterized in that by each moiety in component separately shared mass ratio with the stopper mixing and stirring of 10~50% vinyl urethane, 10~60% vinyl monomer, 10~60% unsatured epoxy resin, 0.1~10% promotor and 0.01~1% after the discharging packing, promptly get major constituent A; Discharging after softening agent with 10~90%, 1~10% silane coupling agent and 1~5% the initiator mixing and stirring promptly gets side ingredient B; Before using major constituent A and side ingredient B are packed respectively, major constituent A and side ingredient B are mixed during use again, major constituent A is 50: 1~10 with the fit quality ratio of side ingredient B.
3. self-seepage concrete crack repairing glue or its preparation method as claimed in claim 1 or 2 are characterised in that described vinyl monomer comprises vinylformic acid, butyl acrylate, ethyl propenoate, propyl acrylate, methyl acrylate, methyl methacrylate, methacrylic acid, carbonatoms is no more than 20 alkyl acrylate in the alkyl, alkyl methacrylate, acrylamide, Methacrylamide, vinylbenzene, alpha-alkyl phenylethylene, vinyl cyanide, methacrylonitrile, the ethene methyl esters, the ethene ethyl ester, the ethene propyl ester, the ethene butyl ester, hydroxyethyl methylacrylate, Rocryl 410 and/or senecioate-hydroxypropyl acrylate.
4. self-seepage concrete crack repairing glue or its preparation method as claimed in claim 1 or 2 are characterised in that described unsatured epoxy resin comprises undersaturated bisphenol A type epoxy resin, E type Resins, epoxy, epoxy furfural acetone resin or polybutadiene epoxy resin.
5. self-seepage concrete crack repairing glue or its preparation method as claimed in claim 1 or 2 are characterised in that described promotor comprises vulkacit H, N, accelerine N, accelerine, dimethylamine or dibenzylamine.
6. self-seepage concrete crack repairing glue or its preparation method as claimed in claim 1 or 2 are characterised in that described stopper comprises Resorcinol, meta-cresol, p-cresol or MEHQ.
7. self-seepage concrete crack repairing glue or its preparation method as claimed in claim 1 or 2 are characterised in that described softening agent comprises dimethyl phthalate, dibutyl phthalate or dioctyl phthalate (DOP).
8. self-seepage concrete crack repairing glue or its preparation method as claimed in claim 1 or 2 are characterised in that described initiator comprises benzoyl peroxide, Potassium Persulphate, ammonium persulphate, Diisopropyl azodicarboxylate, hydrogen peroxide, the hydrogen peroxide tert-butyl ester, formaldehyde, xitix, sodium sulfoxylate formaldehyde, sodium metabisulphite or ferrous ammonium sulphate.
CNA2008100185568A 2008-02-29 2008-02-29 A kind of self-permeable concrete crack repair glue and preparation method thereof Pending CN101230244A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNA2008100185568A CN101230244A (en) 2008-02-29 2008-02-29 A kind of self-permeable concrete crack repair glue and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNA2008100185568A CN101230244A (en) 2008-02-29 2008-02-29 A kind of self-permeable concrete crack repair glue and preparation method thereof

Publications (1)

Publication Number Publication Date
CN101230244A true CN101230244A (en) 2008-07-30

Family

ID=39897074

Family Applications (1)

Application Number Title Priority Date Filing Date
CNA2008100185568A Pending CN101230244A (en) 2008-02-29 2008-02-29 A kind of self-permeable concrete crack repair glue and preparation method thereof

Country Status (1)

Country Link
CN (1) CN101230244A (en)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102604367A (en) * 2012-03-06 2012-07-25 湖北省京珠高速公路管理处 An epoxy-polyurethane blended grouting material for road engineering maintenance
CN103525341A (en) * 2013-10-10 2014-01-22 杨毅 Acrylate bonding agent
CN104386964A (en) * 2014-10-31 2015-03-04 桂林理工大学 Preparation method of repairing adhesive for port engineering concrete tidal range and underwater part
CN105542667A (en) * 2015-12-22 2016-05-04 安徽西高电气设备有限公司 Quick-drying curing adhesive material composition used for transformer and preparation method for quick-drying curing adhesive
CN105753367A (en) * 2016-01-25 2016-07-13 重庆鹏方路面工程技术研究院有限公司 A kind of resin concrete used for rapid maintenance of bridge expansion joints and its preparation method
CN104761182B (en) * 2014-03-25 2017-01-11 广西大学 Composite cementitious material GTP-1for rapid repairing of municipal road crack
CN107298959A (en) * 2017-07-03 2017-10-27 上海都伟光伏科技有限公司 A kind of adhesive compound and its chip cut and wafer package application
CN107352856A (en) * 2017-07-25 2017-11-17 滨州学院 A kind of airfield pavement patching material and preparation method thereof
CN110591017A (en) * 2019-08-12 2019-12-20 无锡市宇盛线缆有限公司 High-performance epoxy resin and grafting reaction method thereof
CN110746917A (en) * 2019-10-18 2020-02-04 李志兴 Preparation method of high-temperature-resistant epoxy resin adhesive
CN113269718A (en) * 2021-04-15 2021-08-17 安徽大学 Concrete prefabricated part crack detection method based on deep learning
CN114180929A (en) * 2021-12-10 2022-03-15 江苏博思通新材料有限公司 Self-repairing material for concrete superfine cracks and preparation method thereof
CN115368088A (en) * 2022-09-29 2022-11-22 李娜 Preparation method of formed concrete

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102604367A (en) * 2012-03-06 2012-07-25 湖北省京珠高速公路管理处 An epoxy-polyurethane blended grouting material for road engineering maintenance
CN103525341A (en) * 2013-10-10 2014-01-22 杨毅 Acrylate bonding agent
CN103525341B (en) * 2013-10-10 2016-03-30 杨毅 CALCIUM ACRYLATE tackiness agent
CN104761182B (en) * 2014-03-25 2017-01-11 广西大学 Composite cementitious material GTP-1for rapid repairing of municipal road crack
CN104386964A (en) * 2014-10-31 2015-03-04 桂林理工大学 Preparation method of repairing adhesive for port engineering concrete tidal range and underwater part
CN105542667A (en) * 2015-12-22 2016-05-04 安徽西高电气设备有限公司 Quick-drying curing adhesive material composition used for transformer and preparation method for quick-drying curing adhesive
CN105753367B (en) * 2016-01-25 2018-09-14 重庆鹏方路面工程技术研究院有限公司 Resin concrete for rapid maintenance of bridge expansion joints and preparation method thereof
CN105753367A (en) * 2016-01-25 2016-07-13 重庆鹏方路面工程技术研究院有限公司 A kind of resin concrete used for rapid maintenance of bridge expansion joints and its preparation method
CN107298959A (en) * 2017-07-03 2017-10-27 上海都伟光伏科技有限公司 A kind of adhesive compound and its chip cut and wafer package application
CN107352856A (en) * 2017-07-25 2017-11-17 滨州学院 A kind of airfield pavement patching material and preparation method thereof
CN110591017A (en) * 2019-08-12 2019-12-20 无锡市宇盛线缆有限公司 High-performance epoxy resin and grafting reaction method thereof
CN110746917A (en) * 2019-10-18 2020-02-04 李志兴 Preparation method of high-temperature-resistant epoxy resin adhesive
CN113269718A (en) * 2021-04-15 2021-08-17 安徽大学 Concrete prefabricated part crack detection method based on deep learning
CN113269718B (en) * 2021-04-15 2022-09-16 安徽大学 A deep learning-based crack detection method for precast concrete components
CN114180929A (en) * 2021-12-10 2022-03-15 江苏博思通新材料有限公司 Self-repairing material for concrete superfine cracks and preparation method thereof
CN115368088A (en) * 2022-09-29 2022-11-22 李娜 Preparation method of formed concrete

Similar Documents

Publication Publication Date Title
CN101230244A (en) A kind of self-permeable concrete crack repair glue and preparation method thereof
CN102827567B (en) Crack repair material for asphalt concrete pavement
CN100526345C (en) Method for synthesizing carboxyl butadiene-styrene latex used for cement group water-proofing material
CN100489047C (en) Process for preparing acrylic acid emulsion adhesive for rubber
CN104231995B (en) A kind of road and bridge low-temperature fast-curing acrylated epoxy base joint grouting glue
CN102659348A (en) Raw material of artificial quartzite plate and method for preparing artificial quartzite by using the same
CN100549048C (en) A kind of synthetic method that improves the carboxylic styrene butadiene latex of concrete tensile strength
KR100871318B1 (en) Method for preparing carboxylate styrene butadiene synthetic latex for concrete modifier
CN101062850A (en) Flexible acrylic ester emulsion for sand pulp
CN112408879B (en) High-strength fast-curing epoxy/styrene-acrylic resin composite grouting repair material and preparation method and application thereof
CN110698894A (en) Aqueous self-repairing type bonding material for TIT embedding sealing layer and preparation method thereof
CN101792641B (en) Environmentally friendly adhesives for rapid bonding of aluminum alloy and PVC film and its preparation and application
KR102404115B1 (en) Chloroprene-based polymer latex composition, mixed latex composition using the composition, and uses thereof
CN103232566B (en) Preparation method of high-solid-content low-viscosity acrylate emulsion for sealing gum
CN104710562B (en) Styrene-modified acrylate pressure-sensitive adhesive emulsion and preparation method thereof
CN113429746A (en) Low-temperature-resistant slow-bonding agent and preparation method thereof
CN106833452A (en) Aqueous environment protection cohesive force sealing compound high and preparation method thereof
CN114561153B (en) Low-odor high-strength acrylic acid structural adhesive
CN102174137A (en) Synthetic latex for cement and preparation method thereof
CN111040705B (en) Marble glue composition and preparation method thereof
CN105238200A (en) Air-dried type acrylic ester waterproof paint and preparation method thereof
CN105713542B (en) A kind of Acrylic Adhesive Modified with Silicone and preparation method thereof
JP2004075819A (en) Acrylic lightweight curable composition
CN113845850A (en) Weather-resistant bi-component structural adhesive acrylate adhesive and preparation process thereof
CN106700986A (en) Preparation method and product of high-strength double-component acrylic ester adhesive

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C12 Rejection of a patent application after its publication
RJ01 Rejection of invention patent application after publication

Open date: 20080730