Development of Design Guidelines for Structural Components of Novel UHPC Bridge Structure

新型 UHPC 桥梁结构结构部件设计指南的制定

• 批准号: 556301-2020
• 负责人: Das, Sreekanta
• 金额: $ 1.66万
• 依托单位: University of Windsor
• 依托单位国家: 加拿大
• 项目类别: Alliance Grants
• 财政年份: 2021
• 资助国家: 加拿大
• 起止时间: 2021-01-01 至 2022-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=721506
• 关键词: Development; Design; Guidelines; Structural; Components

Many existing bridges in Canada are built with traditional concrete (also known as cement), which has a low strength of 25-40 MPa. Such concrete also lacks durability properties and hence, bridges made of traditional concrete perform poorly when exposed to winter salt spray and the extreme weather of Canada. Hence, bridges built with traditional concrete are susceptible to damages resulting in frequent traffic interruptions for repairs, a high maintenance cost, and a reduced service life. The industry partner of this NSERC research project is Facca Inc., a leading Canadian company for bridge construction and bridge repair. Facca has developed an ultra-high-performance concrete (UHPC), which is much stronger (strength of 150-160 MPa) and has superior durability properties compared to traditional concrete. Facca has successfully used this UHPC for smaller demonstration projects such as for overlay (top thin layer) of bridge decks and bridge repair works. Facca would like to extend the use of the UHPC for developing a novel and revolutionising UHPC bridge construction technology that will give Facca a competitive edge and the opportunity to win more bridge construction projects. Hence, the outcomes of this NSERC project will help Canadian company, Facca Inc. to grow, create new jobs, and boost Canadian economy. This new bridge construction technology will also open a new door for all Canadian engineers in constructing UHPC bridges that will be resilient and offer much better quality control and a better aesthetic. This new technology will also reduce the construction time and require less materials and thus, will reduce overall carbon dioxide emissions improving Canada's air quality. This new bridge construction method will also make Canadian bridges less susceptible to damages and extend the service life of these bridges, saving Canadian taxpayers' money. This research work will be executed in four years by three students at the University of Windsor under the supervision of Dr. Sreekanta Das at the University of Windsor and Mr. Philp Loh at Facca Inc.

加拿大现有的许多桥梁都是用传统的混凝土（也称为水泥）建造的，其强度较低，为25-40 MPa。这种混凝土也缺乏耐久性，因此，当暴露于冬季盐雾和加拿大的极端天气时，由传统混凝土制成的桥梁表现不佳。因此，用传统混凝土建造的桥梁容易受到损坏，导致频繁的交通中断以进行维修，维护成本高，并且使用寿命缩短。这个NSERC研究项目的行业合作伙伴是Facca Inc.，加拿大领先的桥梁建设和桥梁维修公司。Facca开发了一种超高性能混凝土（UHPC），与传统混凝土相比，该混凝土强度更高（150-160 MPa），具有上级耐久性。Facca已成功地将这种UHPC用于较小的示范项目，例如桥面的覆盖层（顶部薄层）和桥梁维修工程。Facca希望扩大UHPC的使用范围，开发一种新颖的、革命性的UHPC桥梁施工技术，这将使Facca具有竞争优势，并有机会赢得更多的桥梁施工项目。因此，NSERC项目的成果将有助于加拿大公司Facca Inc.增长，创造新的就业机会，促进加拿大经济。这种新的桥梁施工技术也将为所有加拿大工程师在建造UHPC桥梁方面打开一扇新的大门，这种桥梁将具有弹性，并提供更好的质量控制和更好的美学。这项新技术还将减少施工时间，需要更少的材料，从而减少整体二氧化碳排放，改善加拿大的空气质量。这种新的桥梁建造方法也将使加拿大桥梁不易受到损坏，并延长这些桥梁的使用寿命，节省加拿大纳税人的钱。这项研究工作将由温莎大学的三名学生在温莎大学的Sreekanta Das博士和Facca公司的Philp洛先生的监督下在四年内完成。