首页|期刊导航|建筑结构学报|喷射超高韧性水泥基复合材料与砖基底界面黏结性能的试验与理论研究

喷射超高韧性水泥基复合材料与砖基底界面黏结性能的试验与理论研究OA

Experimental and theoretical study on interfacial bonding properties between sprayed ultra high toughness cementitious composite and brick substrate

中文摘要英文摘要

为系统研究喷射超高韧性水泥基复合材料(UHTCC)与砖基底的界面黏结性能,基于喷射施工特点,选取喷射方向、砖块种类和界面砂浆三个关键因素,以劈拉起裂强度和界面剪切强度作为评价指标,结合数字图像相关(DIC)技术和计算机断层扫描(CT)技术对界面破坏过程与裂缝扩展形态进行观测与分析.试验结果表明:喷射方向对界面黏结性能有影响,其中俯喷黏结性能最佳,黏结强度较仰喷提高15.5%~22.0%,仰喷黏结性能最差,侧喷黏结性能介于两者之间;砖块种类是影响界面黏结强度的最主要因素,水泥砖黏结性能最佳,劈拉起裂强度和剪切强度分别为1.04~1.49 MPa和1.45~2.10 MPa,蒸压灰砂砖黏结性能最差,劈拉起裂强度和剪切强度仅为0.33~0.49 MPa和0.32~0.62 MPa,普通烧结砖黏结性能介于二者之间,劈拉起裂强度和剪切强度为0.94~1.21 MPa和1.41~1.93 MPa;界面砂浆对界面黏结性能的影响较为显著,使用环氧砂浆可有效增强黏结强度,提高幅度在27.7%~40.9%,而水泥砂浆增强效果有限.通过极差分析与方差分析明确了各因素对界面黏结强度的影响程度,并建立了考虑喷射方向、砖块种类和界面砂浆效应函数的多参数耦合设计公式.

In order to investigate the interfacial bonding properties between sprayed ultra high toughness cementitious composite(UHTCC)and brick substrate,three key factors,namely spraying direction,brick type,and interface mortar type,were selected based on the characteristics of the spraying process,with bond splitting cracking strength and interfacial shear strength adopted as evaluation indices.The interfacial failure process and crack propagation patterns were observed and analyzed using digital image correlation(DIC)and computed tomography(CT).The experimental results indicate that spraying direction affects the interfacial bonding performance.Specifically,downward spraying provides the best bonding performance,with bond strengths 15.5%-22.0%higher than those achieved by upward spraying.Upward spraying produces the poorest bonding performance,while lateral spraying gives intermediate results.Brick type is the most dominant factor influencing the interfacial bond strength.Cement bricks exhibit the best bonding performance,with bond splitting cracking strength ranging from 1.04 to 1.49 MPa and interfacial shear strength ranging from 1.45 to 2.10 MPa.In contrast,autoclaved sand-lime bricks exhibit the poorest bonding performance,with bond splitting cracking strength only between 0.33 and 0.49 MPa and interfacial shear strength only between 0.32 and 0.62 MPa.Ordinary sintered bricks show intermediate bonding performance,with splitting cracking strength of 0.94 to 1.21 MPa and interfacial shear strength of 1.41 to 1.93 MPa.The type of interface mortar also has a considerable influence on the interfacial bonding performance.The use of epoxy mortar effectively enhances the bond strength,achieving an average improvement of 27.7%to 40.9%,while cement mortar provides only limited enhancement.Through range analysis and variance analysis,the influence degree of each factor on the interfacial bond strength was clarified,and multi-parameter coupling design formulas considering the effect functions of spraying direction,brick type,and interface mortar were established.

李庆华;殷捷;全冠;李宇轩;马兵;谢宏伟

浙江大学 高性能结构研究所,浙江 杭州 310058||浙江大学长三角智慧绿洲创新中心 工业智造实验室,浙江嘉善 314102浙江大学 高性能结构研究所,浙江 杭州 310058浙江大学 高性能结构研究所,浙江 杭州 310058||浙江大学长三角智慧绿洲创新中心 工业智造实验室,浙江嘉善 314102浙江大学 高性能结构研究所,浙江 杭州 310058杭州城投未来之星科技发展有限公司,浙江 杭州 311121浙江大学长三角智慧绿洲创新中心 工业智造实验室,浙江嘉善 314102

建筑与水利

喷射超高韧性水泥基复合材料劈拉起裂强度界面剪切强度正交试验数字图像相关(DIC)技术

sprayed ultra high toughness cementitious compositebrickbond splitting cracking strengthinterfacial shear strengthorthogonal testdigital image correlation technique

《建筑结构学报》 2026 (5)

129-143,15

国家自然科学基金项目(52338003).

10.14006/j.jzjgxb.2025.0562

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