钢筋混凝土梁截面修补胶料的研究

Z. Blikharskyy
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引用次数: 1

摘要

本文介绍了胶料对混凝土既有粘结剂与新粘结剂之间连接的研究结果。选择最佳粘结层的基础试验研究涉及100 × 100 × 100 mm混凝土立方体试验。这些立方体模拟了所谓的“旧”混凝土结构。由于目前使用的需要加固或修复的钢筋混凝土结构大多是几十年前制造的,大多不含化学添加剂和多分式混凝土,因此在1970-1980年采用了适当的混凝土成分,即普通重质混凝土。通过夹紧装置修复混凝土试样的试验测试,确定了“旧”和“新”混凝土的最大兼容工作是通过使用特殊改性矿物材料的粘结层和使用使用高效减水剂的混凝土及其分数组成的选择来保证的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Research into glue materials for repairing the cross-section of RC beams
In this article, the results of glue material regarding concrete connections between existent and new concrete bonds are presented. The basic experimental studies into selecting the optimal bonding layer involved testing 100 × 100 × 100 mm concrete cubes. These cubes modeled so-called “old” concrete constructions. Because most of the currently used reinforced concrete structures that require reinforcement or restoration were made decades ago, most of them do not contain chemical additives and multi-fractional concrete, so the concrete composition was adopted in the proper way, namely ordinary heavy concrete in 1970-1980. As a result of the experimental testing of concrete specimen restoration by means of a clamp arrangement, it is established that the maximum compatible work of “old” and “new” concretes is ensured by the use of bonding layers of specially modified mineral materials and the use of concretes using superplasticizers and a selection of their fractional composition.
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