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桥面铺装用环氧黏结剂及其层间性能研究

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为了探究环氧树脂黏结剂作用下UHPC/SMA钢桥面铺装体系的层间黏结性能,研究了自研的环氧黏结剂(RS-EVB)的作用机理及其材料性能,通过斜剪试验研究了环氧黏结剂作用下UHPC/SMA层间黏结性能及其影响因素.研究结果表明:①环氧黏结剂的工作性能适宜,拉伸性能满足设计要求(拉伸强度≥3.0 MPa和断裂伸长率≥190%),吸水率低、耐酸碱盐等化学介质好,与进口 KD-HYP材料性能相当;②环氧黏结剂自身强度优异,层间主要发生界面黏合破坏而不是环氧黏层内聚破坏;③铺装层层间剪切性能随温度的升高而显著降低,受黏结剂用量、养生时间及UHPC表面粗糙度的影响.环氧黏层材料性能和层间黏结性能优异,使用时应提出有针对性、与施工工艺相适应的材料使用说明,指导工程施工以把控施工质量.
Study on Epoxy Adhesive Layer for Steel Bridge Deck Pavement and Its Interlayer Properties
To study the interlayer bonding properties of epoxy-based bonding layer between UHPC and SMA pavement structure,the mechanism and material properties of self-developed epoxy bonding agent(RS-EVB)were studied.The interlayer bonding properties of UHPC/SMA under the action of epoxy binder and its influencing factors were studied by shear test.The results show that:lthie epoxy binder has suitable working performance,the tensile property meets the design requirements(tensile strength ≥3.0 MPa and elongation at break ≥190%).Meanwhile,it has low water absorption and good resistance to chemical media such as acid,alkali and salt,which is comparable to the properties of imported KD-HYP materials;②the epoxy binder has excellent strength that the interlayer adhesion failure occurs mainly,rather than the epoxy cohesive failure.③ The interlayer shear performance of pavement decreases significantly with the increase of temperature,which is affected by the amount of adhesive layer,health preservation time and surface roughness of UHPC.The epoxy adhesive layer has excellent material properties and interlayer bonding properties.Therefore,it is necessary to put forward specific instructions for the use of materials that are suitable to the construction technology to guide the construction of the project so as to control the construction quality.

road engineeringUHPC and SMA pavement structureepoxy adhesive layermaterial performanceshear performance

李天、陈露一、张志豪

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桥梁智能与绿色建造全国重点实验室,湖北武汉 430034

中铁桥研科技有限公司,湖北武汉 430034

道路工程 UHPC/SMA铺装 环氧黏结层 材料性能 剪切性能

中铁大桥局集团有限公司科技开发课题湖北省科技厅创新发展项目

2021-28-重点2021BLB155

2024

公路工程
湖南省交通科学研究院

公路工程

CSTPCD
影响因子:0.942
ISSN:1674-0610
年,卷(期):2024.49(4)