首页|聚硫橡胶和填料对耐冻融型桥梁加固用胶粘剂性能的影响

聚硫橡胶和填料对耐冻融型桥梁加固用胶粘剂性能的影响

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以双酚A环氧树脂、双酚F环氧树脂、活性稀释剂、聚硫橡胶、硅烷偶联剂、聚醚胺、改性脂环胺、酚醛胺、促进剂、硅微粉和白炭黑为原料配制成胶粘剂,用DSC法研究了固化剂对环氧树脂的固化反应的影响,进一步研究了聚硫橡胶、填料和环氧树脂NPEF-170对胶粘剂拉伸强度、弯曲强度、压缩强度、拉伸剪切强度等性能的影响.研究结果表明:(1)随着填料含量(40%~55%)的增加,当聚硫橡胶添加量为0份和10份时,胶粘剂的拉伸强度呈先降低后增加的趋势;当聚硫橡胶添加量为20份时,胶粘剂的拉伸强度呈现先增加后降低的趋势.因此当聚硫橡胶添加量为20份、填料含量为45%时,胶粘剂固化收缩减少,韧性增加,内应力减小,此时胶粘剂的拉伸强度最高(为38.7 MPa).(2)当填料含量为40%和45%时,树脂含量较高,聚硫橡胶添加量对胶粘剂弯曲强度的影响比填料含量大;当填料含量为50%和55%时,树脂含量较低,聚硫橡胶添加量对胶粘剂的弯曲强度影响比填料含量小.(3)随着填料含量的增加,胶粘剂的压缩强度呈增加的趋势,但幅度不大;随着聚硫橡胶的添加,使得胶粘剂的压缩强度下降,对性能影响幅度较大,但在20份以内,压缩强度仍高于70 MPa.(4)当填料含量在45%时,胶粘剂的树脂含量较高,韧性较好,达到17.6~18.7 MPa,拉伸剪切强度较高.(5)冻融循环试验表明,有2个配方(A-1和A-2)满足JTG/T J22-2008和GB 50728-2011标准中的规定,即冻融循环试验前后强度降低的百分率不大于5%的要求.
Influence of polysulfide rubber and filler on the properties of freeze-thaw resistant adhesive for bridge reinforcement
Adhesive was prepared by using bisphenol A epoxy resin,bisphenol F epoxy resin,reactive diluent,polysulfide rubber,silane coupling agent,polyetheramine,modified cyclic amine,phenolic amine,accelerator,silica micro powder,and fumed silica as raw materials.The effects of curing agents on the curing reaction of epoxy resin were studied by using DSC method,and the effects of polysulfide rubber,filler,and epoxy resin NPEF-170 on the tensile strength,bending strength,compressive strength,tensile shear strength,and other properties of the adhesive were further investigated.The research results showed that,(1)As the filler content(40%-55%)increased,the tensile strength of the adhesive showed a trend of first decreasing and then increasing when the addition amount of polysulfide rubber was 0 and 10 parts,respectively.When the addition amount of polysulfide rubber was 20 parts,the tensile strength of the adhesive showed a trend of first increasing and then decreasing.Therefore,when the addition amount of polysulfide rubber was 20 parts and the filler content was 45%,the curing shrinkage of the adhesive decreased,the toughness increased,and the internal stress decreased.At this time,the tensile strength of the adhesive was the highest(38.7 MPa).(2)When the filler content was 40%and 45%,the resin content was relatively high,and the effects of the addition amount of polysulfide rubber on the bending strength of the adhesive were greater than that of the filler content.When the filler content was 50%and 55%,the resin content was relatively low,and the effects of the addition amount of polysulfide rubber on the bending strength of the adhesive were smaller than that of the filler content.(3)With the increase of filler content,the compressive strength of the adhesive showed an increasing trend,but the magnitude was not significant.With the addition of polysulfide rubber,the compressive strength of the adhesive decreased,which had a significant impact on its performance.However,within 20 parts,the compressive strength was still higher than 70 MPa.(4)When the filler content was 45%,the resin content of the adhesive was relatively high,the toughness was good,reaching 17.6-18.7 MPa,and the tensile shear strength was high.(5)The freeze-thaw cyclic test showed that two formulas(A-1 and A-2)met the requirements of JTG/T J22-2008 and GB 50728-2 011standards,which stipulated that the percentage of strength reduction before and after the freeze-thaw cyclic test should not exceed 5%.

adhesive for bridge reinforcementpropertyfreeze-thaw resistantpolysulfide rubberfiller

王苓力、宋承哲、孔靖勋、陆波

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辽宁省交通规划设计院有限责任公司,辽宁 沈阳 110166

辽宁大通公路工程有限公司,辽宁 沈阳 110111

沈阳化工大学,辽宁 沈阳 110142

桥梁加固用胶粘剂 性能 耐冻融 聚硫橡胶 填料

辽宁省交通科技项目

202129

2024

中国胶粘剂
上海市合成树脂研究所 全国粘合剂信息站 中国胶粘剂和胶粘带工业协会

中国胶粘剂

CSTPCD
影响因子:0.522
ISSN:1004-2849
年,卷(期):2024.33(7)
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