可持续混凝土材料的波zzolan和复合硅酸盐水泥的特性

N. N. Kencanawati, S. Rawiana, N. Darmayanti
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引用次数: 2

摘要

为了支持可持续材料,普通硅酸盐水泥的产量已经减少,因为它在制造过程中留下了高碳足迹。作为一种替代方案,火山灰硅酸盐水泥和复合硅酸盐水泥的使用受到鼓励,因为它们更环保。本文研究了由火山灰硅酸盐水泥(P.P.C.)和复合硅酸盐水泥(P.C.C.)制成的水泥的一些特性。对P.P.C.和P.C.C.进行了化学和物理测试。此外,还对由这两种类型的硅酸盐水泥及其组合制成的混凝土在压缩载荷下进行了力学测试。此外,使用回弹锤测量来评估混凝土的表面硬度。混凝土试验在养护龄期分别为7、28和42天后进行。根据化学检查,P.P.C.的二氧化硅(SiO2)和铁(Fe2O3)含量高于P.C.,而P.C.的石灰(CaO)含量较高。与P.P.C.相比,P.C.C.显示出更快的初凝和终凝时间。这一结果成比例地影响混凝土的强度发展。P.C.C.混凝土在早期具有显著的强度发展。同时,P.P.C.混凝土在早期反应较慢,但在后期提高了抗压强度。混凝土中50%P.P.C.和50%P.C.的混合料组合显示出最高的平均抗压强度和表面硬度。该组合在7天、28天和42天的固化时间内分别达到30.27MPa、35.27MPa和35.93MPa的平均抗压强度。此外,这种混凝土还表现出最显著的杨氏模量和表面硬度特性
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Characteristics of Pozzolan and Composite Portland Cements for Sustainable Concrete's Material
To support sustainable materials, the ordinary Portland cement production has been reduced since it left a high carbon footprint during manufacturing. As an alternative, the use of pozzolan Portland cement and composite Portland cement has been encouraged because they are more environmentally friendly. This paper examines some characteristics of cement made from pozzolan Portland cement (P.P.C.) and composite Portland cement (P.C.C.). The testing procedures were carried out on chemical and physical testing on P.P.C. and P.C.C. In addition, the mechanical testing of concrete made from both types of Portland cement and their combinations were conducted under compression load. Furthermore, the surface hardness of the concrete was evaluated using a rebound hammer measurement. Concrete testing was conducted after the curing age of 7, 28, and 42 days. According to chemical examination, P.P.C. has higher silica (SiO 2 ) and iron (Fe 2 O 3 ) than those of P.C.C., whereas P.C.C. has a higher lime (CaO) content. Compared to P.P.C., P.C.C. shows faster initial and final setting time. This result is proportionally influencing the strength development of concrete. P.C.C. concrete offers significant strength development at an earlier age. Meanwhile, P.P.C. concrete reacts slower at an earlier age, but it improves the compressive strength at a later age. The mix combination of 50% P.P.C. and 50% P.C.C. in concrete shows the highest average compressive strength and surface hardness. This combination achieves the average compressive strength of 30.27 MPa, 35.27 MPa, and 35.93 MPa respectively for 7, 28, and 42 days curing time. Furthermore, this concrete also shows the most remarkable characteristics of Young's modulus and surface hardness
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