考虑热物理模型的桥梁结构喷涂聚合物防水饰面结构

Alexander Kamenskikh
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引用次数: 0

摘要

本文研究了低温下桥梁结构喷涂聚合物防水饰面结构的相关问题,重点是热物理建模和宏观粗糙度归一化。 通过专利研究和桥梁结构防水聚合物材料的比较分析,选择的研究对象是名为 "Hydroflex-1 "的国产聚合物材料(三层结构)及其近似材料,这些材料具有对混凝土和金属的粘附性、均匀的强度特性、合适的工作温度范围、较少的结构层和最长的使用寿命。 作者介绍了有关防水热混合物平焰分布与处理过的表面之间热物理相互作用的计算建模过程和结果。 通过使用热成像仪对喷涂热防水层的温度场进行可视化,验证了数学热物理建模的结果。计算误差与全尺寸测量结果的偏差不超过 5°C。 在不规则程度最大的区域的斜坡上会形成点塌陷,这受到喷涂混合物的温度和流速、冷却时间以及宏观粗糙度台阶的角度和高度的影响。 在低于 10°C 的低温条件下,对桥梁结构的钢筋混凝土和金属正交板进行维修时,改进了三层聚合物防水饰面的喷涂结构技术。这一改进旨在通过考虑热物理建模以及宏观粗糙度几何和统计参数的正常化来延长施工季节。此外,还考虑了对影响热物理相互作用的主要因素进行排序的结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Spray-on polymer waterproofing finishing structure for bridge structures, taking into account thermophysical modeling
This article investigates the issues related to the spray-on polymer waterproofing finishing structure of bridge structures at low temperatures, with a focus on thermophysical modeling and macroroughness normalization. Through patent research and a comparative analysis of polymeric materials for waterproofing bridge structures, the chosen object of study is the domestically manufactured polymeric material (three-layer structure) called «Hydroflex-1», along with its close analogues that exhibit adhesion to concrete and metal, homogeneous strength properties, suitable operating temperature range, fewer structural layers, and the longest proven service life. The author presents the process and results of computational modeling regarding the thermophysical interaction between the distribution of a flat flame of the waterproofing hot mixture and a treated surface. The results of mathematical thermophysical modeling are validated through the visualization of the temperature field of the sprayed hot waterproofing layer using a thermal imager. The calculation error deviates by no more than 5°C from the results of full-scale measurements. The formation of point caving occurs on the slopes of areas with maximum irregularities, which is influenced by the temperature and flow rate of the sprayed mixture, cooling time, as well as the angle and height of the macroroughness ledge. The technology for the spray-on structure of a three-layer polymeric waterproofing finishing for steel-reinforced concrete and metal orthotropic slabs of bridge structures during repair at low temperatures below 10°C has been improved. This improvement aims to extend the construction season by considering thermophysical modeling and normalizing geometric and statistical parameters of macroroughness. Additionally, the results of ranking the dominant factors influencing the thermophysical interaction are taken into account.
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