首页> 外文期刊>Journal of materials in civil engineering >Performance of Self-Consolidating High-Strength Mortars Developed from Portland Pozzolana Cement for Precast Applications
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Performance of Self-Consolidating High-Strength Mortars Developed from Portland Pozzolana Cement for Precast Applications

机译:波特兰Pozzolana水泥开发的用于预制应用的自固结高强度砂浆的性能

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In this study, the performance of self-consolidating high-strength mortars (SCHSMs) produced using portland pozzolana cement (PPC) was evaluated for use in precast concrete applications. The applications may include using SCHSMs (1) for making thin sections with adequate strength and toughness, (2) as a patch material with better adhesion properties with substrate concrete, (3) as a sandwich layer or repair material in newly or existing concrete beams in the tension zone for improved ultimate strengths, and (4) for specialized precast concrete applications demanding high strength. The tests conducted include compressive, flexure, impact, shear strength, and toughness using standard or developed test procedures. Results from the investigation suggested that SCHSMs from PPC can be used for developing complicated sections such as I-specimens; however, significant strength reduction was observed compared with that of equivalent cube specimens. SCHSMs with 0.6% fiber addition showed higher ultimate strength, with toughness and impact energy several times higher than the respective specimens without fibers. The shear bond strength of SCHSMs containing PPC showed higher strength than mixtures made with ordinary portland cement (OPC) or OPC+silica fume blend. In addition, conventional beams made with a part layer of SCHSMs containing PPC provided higher ultimate strength and strains compared with beams made with a part layer of OPC. The heat-cured SCHSMs provided 56%-110% higher early-age strengths than normal water-cured SCHSMs, but the use of high temperature at 140℃ or 200℃ for 2 days negatively affected the later-age strengths. The shortlisting of curing regimes for PPC mixtures considering both early-age strength and later-age strength for precast concrete was not possible within the heat-curing regimes investigated. The optimized heat-curing regime for OPC may not necessarily be the optimized one for PPC mixtures.
机译:在这项研究中,对使用波特兰火山灰水泥(PPC)生产的自固结高强度砂浆(SCHSM)的性能进行了评估,以用于预制混凝土应用。这些应用可能包括使用SCHSM(1)来制造具有足够强度和韧性的薄型材;(2)作为与基材混凝土具有更好粘合性能的修补材料;(3)作为夹层或在新的或现有的混凝土梁中修补材料(4)用于要求高强度的特殊预制混凝土应用。使用标准或已开发的测试程序进行的测试包括压缩,弯曲,冲击,剪切强度和韧性。调查结果表明,PPC的SCHSM可以用于开发复杂的部分,例如I形试样。然而,与等效的立方体试样相比,强度明显降低。添加了0.6%纤维的SCHSMs表现出更高的极限强度,其韧性和冲击能量比不含纤维的样品高出几倍。含PPC的SCHSM的剪切粘结强度显示出比用普通硅酸盐水泥(OPC)或OPC +硅粉共混物制成的混合物更高的强度。另外,与由OPC的一部分层制成的梁相比,由包含PPC的SCHSM的一部分层制成的常规梁提供了更高的极限强度和应变。热固化的SCHSMs比普通水固化的SCHSMs具有高56%-110%的早期强度,但是在140℃或200℃的高温下使用2天对后期强度有负面影响。在所研究的热固化方案中,不可能同时考虑预制混凝土的早期强度和晚期强度的PPC混合物固化方案的入围。用于OPC的最佳热固化方案不一定是用于PPC混合物的最佳热固化方案。

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