用于预制混凝土的实用超高强度混凝土

IF 0.9 4区 工程技术 Q4 CONSTRUCTION & BUILDING TECHNOLOGY
PCI Journal Pub Date : 2022-05-01 DOI:10.15554/pcij67.3-01
Ahmed Al Mohammedi, C. Murray, Canh N. Dang, W. Hale
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引用次数: 2

摘要

本文致力于开发力学性能与超高性能混凝土(UHPC)相当、生产程序与高强度混凝土相似的超高强度混凝土(UHSC)。开发了一种混凝土混合物,在不使用硅灰的情况下,在28天内达到17ksi(117MPa)的抗压强度,坍落度高达35英寸(889mm)。另一种抗压强度为20ksi(138MPa)的混凝土混合物仅使用130 lb/yd3(77.1kg/m3)的硅灰进行设计。除了这两种混合物外,还设计了抗压强度为24ksi(165MPa)的UHPC混合物。进行了实验室试验,以研究所开发混合物的弹性模量、弯曲强度、蠕变和收缩的预测。本文证明,使用UHSC和0.7英寸(18毫米)直径的绞线将产生足够的弯曲强度,以设计300英尺(91.4米)长的预应力混凝土工字梁,其使用应力在安全范围内
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Practical ultra-high-strength concrete for precast concrete applications
This paper focuses on developing ultra-high-strength concrete (UHSC) with mechanical properties compara­ble to those of ultra-high-performance concrete (UHPC) and with production procedures similar to those used for high-strength concrete. A concrete mixture was developed to achieve a compressive strength of 17 ksi (117 MPa) at 28 days without using silica fume and with a slump flow as high as 35 in. (889 mm). Another concrete mixture with compressive strength of 20 ksi (138 MPa) was designed using only 130 lb/yd3 (77.1 kg/m3) of silica fume. In addition to these two mixtures, a UHPC mixture was also designed with a compressive strength of 24 ksi (165 MPa). Laboratory tests were conducted to investi­gate predictions of modulus of elasticity, flexural strength, creep, and shrinkage for the developed mixtures. This paper demonstrates that using UHSC and 0.7 in. (18 mm) diameter strands will produce adequate flexural strength to design 300 ft (91.4 m) long prestressed concrete I-girders that have service stresses within safe limits
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来源期刊
PCI Journal
PCI Journal 工程技术-结构与建筑技术
自引率
9.10%
发文量
15
审稿时长
>12 weeks
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