Structural capacity and design of reinforced concrete elements made from recycled aggregate

再生骨料钢筋混凝土构件的结构性能和设计

• 批准号: 497294-2016
• 负责人: Alam, Shahria
• 金额: $ 3.5万
• 依托单位: University of British Columbia
• 依托单位国家: 加拿大
• 项目类别: Collaborative Research and Development Grants
• 财政年份: 2017
• 资助国家: 加拿大
• 起止时间: 2017-01-01 至 2018-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=618107
• 关键词: Structural; capacity; design; reinforced; concrete

According to Statistics Canada, British Columbia is one of the largest producers of construction and demolition (C&D) waste which contributes to almost 25% of the municipal solid waste. Furthermore, the trend of construction waste generation is increasing every year since a large volume of Canadian infrastructure has reached to the end of their service lives, as they often need to be demolished for new construction. As their disposal is costly and occupies large amount of space in landfills, it is critical to find a way to reuse them so that this huge amount of waste can be turned into a natural resource for construction industry. Since natural aggregate sources are quickly depleting due to increasing infrastructure needs and less available alternatives, recycled concrete aggregate (RCA) is a viable option to meet the demand. In order to encourage the use of RCA in concrete, Canadian Standard Association has incorporated some specifications in the new CSA standard (CSA A23.1-14/A23.2-14, 2014). The challenge, however, remains to date that the existence of proper guidelines for producing structural concrete with the use of recycled aggregate remains unresolved in Canada. The proposed research will determine the seismic performance of reinforced concrete elements (e.g., beams, columns, beam-column joints) made of RCA of different replacement level under reverse cyclic loading and develop proper design guidelines for such elements. This study will also determine the impact resistance of concrete road barriers made of RCA and determine its energy absorption capacity with and without fibers. Predicting the behavior of structural elements (made of RCA) under different loading conditions (seismic and impact loading) and developing their proper design guideline will help create a sustainable solution in construction sectors where practitioners, owners and contractors will feel comfortable of using recycled concrete products. Incorporation of such sustainable practice will further help the province as well as Canada to meet the target reduction of greenhouse gas emission.

根据加拿大统计局的数据，不列颠哥伦比亚省是最大的建筑和拆除（C&D）废物生产国之一，占城市固体废物的近25%。此外，建筑废物产生的趋势每年都在增加，因为加拿大的大量基础设施已经达到其使用寿命的终点，因为它们经常需要被拆除以进行新的建设。由于处置这些废物的成本高昂，而且在堆填区占用大量空间，因此必须找到一种方法将其再利用，以便将这些大量废物转化为建筑业的天然资源。由于基础设施需求的增加和可用替代品的减少，天然骨料资源正在迅速枯竭，再生混凝土骨料（RCA）是满足需求的可行选择。为了鼓励RCA在混凝土中的使用，加拿大标准协会在新的CSA标准（CSA A23.1-14/A23.2-14，2014）中纳入了一些规范。然而，挑战仍然存在，到目前为止，在加拿大仍然没有解决使用再生骨料生产结构混凝土的适当准则。拟议的研究将确定钢筋混凝土元件的抗震性能（例如，梁、柱、梁柱节点），并为此类构件制定适当的设计准则。这项研究还将确定由RCA制成的混凝土道路护栏的抗冲击性，并确定其具有和不具有纤维的能量吸收能力。预测结构元件（由RCA制成）在不同荷载条件（地震和冲击荷载）下的行为，并制定适当的设计准则，将有助于在建筑行业创造一个可持续的解决方案，从业者，业主和承包商将感到舒适的使用再生混凝土产品。采用这种可持续的做法将进一步帮助该省和加拿大实现减少温室气体排放的目标。