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Nondestructive repair and rehabilitation of structural elements using high strength inorganic polymer composites.

机译:使用高强度无机聚合物复合材料对结构元件进行无损修复。

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摘要

Results reported in this dissertation focus on the development of an inorganic polymer composite for rapid, nondestructive repair and rehabilitation of physical infrastructure. The composite consisting of an alkali-aluminosilicate made of nano/micro size particles and high strength fibers was evaluated for repair and strengthening of concrete structural elements. In the area of repairs, the focus was to repair small width voids such as delaminations and cracks developed due to restrained shrinkage and long-term distress in concrete bridge decks and other similar structural elements. A strengthening study was done to increase the capacity of reinforced concrete beams with carbon fibers. Uniqueness of the strengthening system with inorganic matrix is its fire resistance.;For the repair system, the matrix composition was evaluated for flowability using plexiglass models and concrete slabs, bond strength using slant shear and bending specimens, and durability studies using wet/dry and freeze/thaw conditions. Delivery of the composite to cracks and delaminations was also investigated using equipment that is currently used with organic polymers. The temperature resistant repair system with carbon fibers was evaluated using strengthened concrete beams heated to over 1,000°F at the maximum bending moment location.;The following are all the major findings of the investigation: The inorganic nano/micro composite flows well into cracks -- even cracks that are between 0.03 and 0.04 inches wide. Commercially available equipment can be used for the inorganic matrix. The hardened matrix bonds well with concrete and provides a structurally integral repair. Strength tests showed that the strength at the repaired locations is higher than the strength of the parent material. In addition, since the modulus of elasticity of the inorganic system is comparable to concrete, the repaired structural components regain full structural integrity as compared to mere cosmetic repairs provided by organic polymers. The system is durable under wetting/drying and freezing/thawing conditions. For both, strength and durability increases with the nano-size material content and improves performance. The heat tests showed that the repaired beams can be heated up to 1,385°F repeatedly with minimum loss of strength.
机译:本论文报道的结果集中在无机聚合物复合材料的开发上,以快速,无损地修复和修复物理基础设施。评价了由纳米/微米级颗粒和高强度纤维制成的碱金属铝硅酸盐组成的复合材料,以修复和增强混凝土结构元件。在维修领域,重点是维修小宽度的空隙,例如由于混凝土桥面板和其他类似结构元件的收缩受限制和长期受压而产生的分层和裂缝。进行了一项加强研究,以提高碳纤维增强混凝土梁的承载能力。无机基体增强系统的独特之处在于其耐火性。对于修复系统,使用有机玻璃模型和混凝土板评估基体组合物的流动性,使用倾斜剪切和弯曲试样评估粘结强度,并使用干/湿和湿法进行耐久性研究。冻结/解冻条件。还使用目前与有机聚合物一起使用的设备研究了复合材料向裂缝和分层的传递。使用在最大弯曲力矩位置加热到1,000°F以上的钢筋混凝土梁评估了碳纤维的耐高温修复系统。以下是研究的所有主要发现:无机纳米/微米复合材料很好地流入裂缝- -甚至宽于0.03到0.04英寸的裂缝。可以将可商购的设备用于无机基质。硬化后的基体与混凝土粘结良好,并提供结构上的整体修复。强度测试表明,修复位置的强度高于母材的强度。此外,由于无机体系的弹性模量可与混凝土媲美,因此与仅由有机聚合物提供的美容修复相比,修复后的结构部件可恢复完全的结构完整性。该系统在润湿/干燥和冷冻/解冻条件下是耐用的。两者的强度和耐久性均随纳米级材料含量的增加而提高,并提高了性能。热测试表明,修复后的梁可以反复加热到1,385°F,而强度损失最小。

著录项

  • 作者

    Klein, Matthew J.;

  • 作者单位

    Rutgers The State University of New Jersey - New Brunswick.;

  • 授予单位 Rutgers The State University of New Jersey - New Brunswick.;
  • 学科 Engineering Civil.;Chemistry Polymer.;Chemistry Inorganic.
  • 学位 Ph.D.
  • 年度 2013
  • 页码 224 p.
  • 总页数 224
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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