Based on the study of quality indices of slipforming pavement such as coarse aggregate content, density, surface void rate and compressive strength,the relationship between slipforming quality of pavement and vibrational consolidation acceleration is tested and researched through theoretical and regressive analysis. The new criterion parameter principle for evaluating slipform paving consolidation effect are advanced.

根据混凝土-金属粘附和摩擦规律,对滑模水泥混凝土摊铺机上不同张角下侧模板在滑模摊铺时的阻力进行了理论推导,并在试验回归印证的基础上给出了在混凝土混合料挤压时的侧模板阻力的简便经验公式,试验结果表明这些公式比传统计算公式更接近工程实际,更具有工程使用价值.

以搅拌-运输-摊铺系统为例,先后建立了高等级路面施工机械化系统的马尔柯夫模型及有效度模型,进而对系统处于各种状态下的概率随工作时间的变化、系统有效度随失效率、维修率的变化分别进行了分析,最后得出为保证系统能够连续性流水线式施工作业,应适当降低各子系统的失效率,适当提高各子系统的维修率等结论.

By comprehensive analysis of experimental results and slipform paving results, the rheological characteristics of slipform paving concrete are given, and the rheological model of slipform paving concrete is found, which provides the basis for studying the rheological nature of slipform paving concrete and interacting the mechanism of fresh concrete with paver.

The idea of reliability optimum design is used in designing the products of construction machinery. The models of reliability calculation, reliability optimum distribution and reliability optimum design of machine parameters are established. Taking the arm of loader for an example, the process of establishing the design model is explored.

Based on the law of concrete metal adhesion and friction,the resistance to paralell sideforms of slipform paver in slipform paving is analyzed theoretically,and simple calculating empirical formulas for resistance to paralell sideforms are given by regressive verification,which can provide basis for the power design and the strength design of sideforms.

振动密实加速度衰减系数的大小关系到滑模摊铺混凝土中振动加速度场的分布.应用振动波传播理论引出加速度衰减系数的概念,并对加速度衰减系数的试验结果进行了分析.给出了滑模混凝土板中振动密实加速度衰减系数的计算公式和取值表格.