硅酸盐学报

轻质超高性能混凝土表面粗糙化特性及组合式构件层间抗剪性能

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付军 ¹^,² , 遆彦池 ¹ , 秦宁辰 ¹ , 丁庆军 ² , 李百川 ¹

硅酸盐学报 | 研究论文 2025,53(8): 2273-2286

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硅酸盐学报 |研究论文 2025 , 53 (8) : 2273 -2286

轻质超高性能混凝土表面粗糙化特性及组合式构件层间抗剪性能

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付军¹^,², 遆彦池¹, 秦宁辰¹, 丁庆军², 李百川¹

作者信息

^1．武汉理工大学，交通与船海工程学部，武汉 430063

^2．武汉理工大学，硅酸盐科学与先进建材全国重点实验室，武汉 430063

作者简介:

付军（1972—），男，博士，教授。

Surface Roughening Characteristics of Lightweight Ultra-High Performance Concrete and Interlayer Shear Performance of Modular Members

Jun FU¹^,², Yanchi TI¹, Ningchen QIN¹, Qingjun DING², Baichuan LI¹

Affiliations

^1.School of Transportation & Shipping, Wuhan University of Technology, Wuhan 430063, China

^2.National Key Laboratory of Ceramics Science and Advanced Building Materials, Wuhan University of Technology, Wuhan 430063, China

FU Jun (1972-), male, Ph.D., Professor. E-mail: fjgrant@whut.edu.cn

出版时间: 2025-08-20 doi: 10.14062/j.issn.0454-5648.20240572

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摘要

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轻质超高性能混凝土（LUHPC）表面粗糙化对异质铺装材料层间抗剪性能影响非常关键。如何高效地实现粗糙化表面制备，并考虑钢纤维影响，进而定量表征宏-微观纹理特性及粗糙度，关联异质铺装材料层间抗剪性能仍有待深入研究。通过抛丸打毛工艺实现煤矸石集料轻质UHPC的表面粗糙化，使用3D手持激光扫描仪获取试件表面的三维纹理数据；通过MATLAB软件采用高斯滤波的方法对点云数据进行滤波处理，并重构试件表面的三维形貌图，利用带通滤波器提取轻质UHPC的宏-微观纹理剖面数据，考虑到钢纤维对试件表面粗糙度的影响，基于铺砂法测量原理提出改进评价指标-扩展构造深度ETD；将宏观纹理参数轮廓断面算数平均偏差R_a、轮廓断面均方根偏差R_q、增强平均构造深度EMTD、增强平均断面深度EMPD和微观纹理参数C_MT、均方根微观参数RMS与ETD的相关性进行分析，结合轻质UHPC-应力吸收层-高黏高弹改性沥青（SMA）复合试件的抗剪强度，将25 ℃和-10 ℃的抗剪强度与宏-微观指标参数结合，建立了单指标、多变量指标线性回归方程模型。结果表明：扩展构造深度ETD能够有效表征轻质UHPC表面粗糙度；对比相同温度、不同粗糙度下的抗剪性能，轻质UHPC表面粗糙度越大，ETD越大，其抗剪性能也越好，剪切强度25 ℃达到0.95 MPa，-10 ℃达到5.24 MPa。轻质UHPC推荐的扩展构造深度ETD为0.85~1.15 mm。

关键词

轻质超高性能混凝土 / 扩展构造深度 / 三维激光扫描 / 宏-微观纹理 / 表面粗糙度 / 抗剪强度

Abstract

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Introduction

Lightweight Ultra High Performance Concrete (LUHPC) exhibits attributes such as reduced weight, high strength, and minimal shrinkage. As a substrate for paving layers, the surface roughness of LUHPC is a critical determinant of interlayer shear resistance, tensile pullout resistance, and the prevention of early slippage and delamination. Notably, the lower surface hardness of gangue porous aggregates contributes significantly to the textural enhancement of LUHPC surfaces. The incorporation of steel fibers not only strengthens the internal bonding within the concrete but also influences the surface texture of LUHPC after roughening treatments. Despite existing research on the textural properties of pavement surfaces, there remains a gap in understanding the preparation of roughened interfaces for efficient application and the quantitative characterization of macro-micro texture characteristics and roughness influenced by steel fibers, which correlates with interlayer shear performance. While existing research has investigated the texture characteristics of pavement surfaces, there remains a critical need for further exploration into the development of roughened interfaces that facilitate effective implementation, a more detailed quantitative characterization of macro-micro texture and roughness, particularly under the influence of steel fibers, is necessary. Such investigations are crucial for establishing a robust correlation with the interlayer shear performance of heterogeneous paving materials. Additionally, Lightweight UHPC-high viscosity high elasticity binder-SMA specimens were fabricated to assess shear strength across different shot blasting intensities and temperatures. Linear regression analyses were conducted to model the relationships between macro-micro texture parameters and shear strength.

Methods

The surface roughness of gangue aggregate LUHPC was achieved through a shot blasting process, with three-dimensional texture data acquired via a handheld laser scanner. The point cloud data was processed using Gaussian filtering in MATLAB software to reconstruct the specimen's surface topography. Subsequently, both macroscopic and microscopic texture profiles of LUHPC were extracted utilizing a band-pass filter. The influence of steel fibers on the surface roughness of the specimen was assessed. An enhanced evaluation index, the Extended Tectonic Depth (ETD), was proposed, drawing upon the sand laying method's measurement principles. The correlations between macro-texture parameters (R_a, R_q, EMTD, EMPD) and micro-texture parameters (C_MT, RMS) with ETD were analyzed. Furthermore, the relationship between shear strengths of the LUHPC-stress absorbing layer-SMA composite specimen and both macro- and micro-texture parameters was examined.

Results and discussion

As the degree of shot blasting increased, the surface of LUHPC became rougher, the ETD grew larger, and the shear performance of LUHPC-high viscosity high elasticity binder-SMA improved at different temperatures. Under the influence of steel fiber, increasing the degree of shot blasting effectively enhanced the overall shear strength. With more shot blasting, the coverage of steel shot on the specimen's surface gradually increased, the depth of sanding continued to grow, the height of the steel fiber protrusions increased, and the peak of the specimen profile became larger, while the surface depth of the non-steel fiber portion tended to be homogeneous. The correlation of the ETD with R_a, R_q, EMPD, and RMS was better, and the correlation with EMTD and C_MT was average. The damage in LUHPC-SMA composite specimens primarily occurred in different surface layers of the bond layer, with no damage to the mixture. he correlation of the shear strength at 25 ℃ with R_q and RMS was good, with an R² greater than 0.85. The multivariate analysis of shear strength and macro-micro texture parameters showed that for bivariate macro texture parameters ETD, EMPD, EMTD, R_a, R_q, the R² was greater than 0.85 at 25 ℃, and ranged from 0.6 to 0.85 at -10 ℃. When the bivariate consisted of micro texture parameters RMS and C_MT, the correlation for both 25 ℃ and -10 ℃ was better, with an R² greater than 0.85. The correlation between shear strength and macro-micro texture parameters improved as the number of variables increased.

Conclusions

In view of the influence of steel fibres on the surface texture of the specimens after shot blasting, EMTD and EMPD were used to replace MTD and MPD to characterize the macroscopic texture properties of the materials more effectively; Based on the measurement principle of the sand laying method, the extended tectonic depth (ETD) was proposed as a new evaluation index. Multivariate linear regression analyses of ETD with macro texture parameters (R_a, R_q, EMTD, EMPD) and micro texture parameters (C_MT, RMS) were carried out, and the results showed that the correlation between ETD and macro-micro texture parameters was strong. According to the comprehensive consideration of each index parameter under different degrees of shot blasting, it was stipulated that the ETD of the extended construction depth of the lightweight UHPC surface in the interval of 0.60-0.70 mm was considered as a light shot blasting effect, the interval of 0.70-0.85 mm was considered as a moderate shot blasting effect, and the interval of 0.85-1.15 mm was considered as a heavy shot blasting effect. The correlation analysis of the shear strength of the composite specimens at -10℃ and 25 ℃ with the macroscopic texture parameters (ETD, EMPD, EMTD, R_a, R_q) and the microscopic texture parameters (C_MT and RMS) showed that: The larger the depth of the extended structure, the better the shear performance at the same temperature; The correlation with the shear strength was gradually strengthened with the increase of the number of variables; and the correlation of the all-variable indexes and shear strength was the best at 0.999. The correlation between all variables and shear strength reached 0.999. Comparing the experimental results under different levels of shot blasting, it was concluded that the extended structural depth of lightweight UHPC surfaces had a positive correlation with the shear strength, and therefore the extended structural depth of ETD was recommended to be 0.85-1.15 mm in this paper.

Key words

lightweight ultra-high performance concrete / extended structure depth / three-dimensional laser scanning / macro-micro texture / surface roughness / shear strength

引用本文

付军, 遆彦池, 秦宁辰, 丁庆军, 李百川. 轻质超高性能混凝土表面粗糙化特性及组合式构件层间抗剪性能. 硅酸盐学报, 2025 , 53 (8) : 2273 -2286 . DOI: 10.14062/j.issn.0454-5648.20240572

Jun FU, Yanchi TI, Ningchen QIN, Qingjun DING, Baichuan LI. Surface Roughening Characteristics of Lightweight Ultra-High Performance Concrete and Interlayer Shear Performance of Modular Members[J]. Journal of the Chinese Ceramic Society, 2025 , 53 (8) : 2273 -2286 . DOI: 10.14062/j.issn.0454-5648.20240572

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国家自然科学基金(U21A20149)

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2025年第53卷第8期

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文章信息

doi: 10.14062/j.issn.0454-5648.20240572

接收时间：2024-08-29
首发时间：2026-10-21
出版时间：2025-08-20

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收稿日期：2024-08-29
修回日期：2024-10-18

基金

国家自然科学基金(U21A20149)

作者信息

^1．武汉理工大学，交通与船海工程学部，武汉 430063

^2．武汉理工大学，硅酸盐科学与先进建材全国重点实验室，武汉 430063

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2种不同金属材料的力学参数

科 Family	属数 Number of genus	种数 Number of species	占总种数比例 Percentage of total species (%)	属 Genus	种数 Number of species	占总种数比例 Percentage of total species (%)
鹅膏菌科Amanitaceae	2	11	5.26	鹅膏菌属 Amanita	10	4.78
小菇科 Mycenaceae	2	12	5.74	丝盖伞属 Inocybe	5	2.39
多孔菌科 Polyporaceae	8	14	6.70	蜡蘑属 Laccaria	5	2.39
红菇科 Russulaceae	3	23	11.00	小皮伞属 Marasmius	6	2.87
				小菇属 Mycena	11	5.26
				光柄菇属 Pluteus	5	2.39
				红菇属 Russula	17	8.13
				栓菌属 Trametes	5	2.39

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