Properties of Lightweight Self Consolidating Concrete

轻质自密实混凝土的性能

• 批准号: 402297-2012
• 负责人: Hassan, Assem
• 金额: $ 1.6万
• 依托单位: Memorial University of Newfoundland
• 依托单位国家: 加拿大
• 项目类别: Discovery Grants Program - Individual
• 财政年份: 2016
• 资助国家: 加拿大
• 起止时间: 2016-01-01 至 2017-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=596077
• 关键词: Properties; Lightweight; Self; Consolidating; Concrete

Lightweight (LWC) and self-consolidating concrete (SCC) are finding widespread use in the construction industry. SCC is a highly flowable, high-performance concrete that spreads readily under its own weight without the use of vibrators and achieves the desired consolidation. LWC has been used in many different applications and is known for its performance and durability. While the economic, practical and technical benefits of both are well known, combining LWC and SCC might lead to serious problems in flowability and self-compactability due to the difference in density between lightweight aggregate and normal weight sand. The objective of this proposal is to investigate the rheological (flow characteristics), mechanical, structural, durability and shear performance of a range of lightweight self-consolidating concrete (LWSCC) mixtures. Numerous studies have been performed on SCC and LWC but there is a lack of data on the properties of LWSCC. Therefore there is a need for theoretical and applied research to help develop a LWSCC that combines the advantages of structural LWC (reduced dead loads, high insulation capacity, improved durability, resistance against fire and chemical attack) with SCC properties that offer good filling and passing ability with high segregation resistance. The LWSCC mixtures proposed will contain metakaolin, silica fume, fly ash, and/or binary blends of these as a supplementary cementing material. Pumice, expanded shale, and/or artificial lightweight aggregate will be used as a replacement of coarse aggregate in order to reduce the mass of concrete. The LWSCC mixtures will be tested for fresh (flowability/filling ability, viscosity/ flowability, passing ability, and segregation resistance) and hardened (compressive strength) properties. The research outcome - a better performing, next generation LWSCC, will expand our knowledge of LWSCC and make a significant impact on its future application in the Canadian concrete production and construction industries. The program has the potential to make impacts both on the environment through reduced size of structures such as bridges and reduced materials needs; and on the competitiveness of Canada's concrete industry.

轻质混凝土（LWC）和自固结混凝土（SCC）在建筑行业得到了广泛的应用。SCC是一种高流动性、高性能的混凝土，在其自身重量下很容易铺展，无需使用振动器，并实现所需的固结。LWC已用于许多不同的应用，并以其性能和耐用性而闻名。虽然两者的经济、实用和技术效益是众所周知的，但由于轻骨料和正常重量砂之间的密度差异，结合LWC和SCC可能导致流动性和自粘性方面的严重问题。本提案的目的是研究一系列轻质自固结混凝土（LWSCC）混合物的流变（流动特性）、机械、结构、耐久性和剪切性能。许多研究已经进行了SCC和LWC，但有一个缺乏数据的LWSCC的属性。因此，有必要进行理论和应用研究，以帮助开发一种LWSCC，该LWSCC结合了结构LWC的优点（减少恒载，高绝缘能力，提高耐久性，耐火性和化学侵蚀性）与SCC性能，提供良好的填充和通过能力以及高抗离析性。建议的LWSCC混合物将含有偏高岭土、硅灰、粉煤灰和/或这些物质的二元混合物作为辅助胶凝材料。浮石、膨胀页岩和/或人造轻质骨料将用作粗骨料的替代品，以减少混凝土的质量。将对LWSCC混合料的新鲜（流动性/填充能力、粘度/流动性、通过能力和抗离析性）和硬化（抗压强度）性能进行测试。研究成果--性能更好的下一代LWSCC，将扩大我们对LWSCC的了解，并对其未来在加拿大混凝土生产和建筑行业的应用产生重大影响。该计划有可能通过缩小桥梁等结构的尺寸和减少材料需求对环境产生影响;并对加拿大混凝土行业的竞争力产生影响。