含粗骨料的超高性能混凝土抗压强度值的影响因素研究
Influences on Compressive Strength of Ultra-High Performance Concrete Incorporating Coarse Aggregate
采用普通原材料制备出了含粗骨料的超高性能混凝土,主要进行了其抗压强度值的影响因素试验研究,影响因素包括水胶比、粗骨料的颗粒尺寸、砂的细度模数、胶凝材料用量、矿粉掺合料的种类和用量、钢纤维。试验结果显示,采用普通原材料及高性能减水剂成功制备出了抗压强度值可达到约140MPa的超高性能混凝土。水胶比和矿物掺合料显著影响了超高性能混凝土的抗压强度值,其他影响因素均对其抗压强度值有一定的影响。超高性能混凝土的力学性能将进一步研究。
In this paper, Ultra-high performance concrete (UHPC) incorporating coarse aggregate was prepared with common raw materials. An experimantal investigation was conducted on the influencing factors on compressive strength of ultra-high performance concrete, including water to binder ratio (W/B), particle size range of coarse aggregate, fine modulus of sand, dosage of binder materials, types and dosage of mineral admixtures, steel fiber. The results indicated that, all the factors tested affected compressive strength of concrete, especially the W/B and mineral admixtures. With the lower W/B, incorporating mineral admixtures and using high-performance superplasticizer, UHPC incorporating coarse aggregate can be prepared successfully with the compressive strength about 150MPa. Further research results on the mechanical properties of UHPC will be reported recently.
杨娟、王斌、朋改非、高育欣
材料科学
超高性能混凝土粗骨料抗压强度
Ultra-high performance concretecoarse aggregatecompressive strength
杨娟,王斌,朋改非,高育欣.含粗骨料的超高性能混凝土抗压强度值的影响因素研究[EB/OL].(2012-09-05)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/201209-46.点此复制
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