枯草芽孢杆菌对腐蚀性自愈合混凝土力学性能的影响

Kharisma Wira Nindhita, Ahmad Zaki, Abdullah M. Zeyad
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引用次数: 0

摘要

钢筋混凝土具有腐蚀弱点,会导致混凝土开裂和混凝土结构失效。为克服这一问题,需要一种能封闭裂缝并抑制自然腐蚀速度的自愈合混凝土方法。事实证明,枯草芽孢杆菌作为混凝土的自愈剂,能够提高混凝土的抗压强度和抗折强度。本研究采用的方法是在混凝土中添加细菌水凝胶封装,添加量分别为砂重量的 0%、0.1%、0.6% 和 1.5%。试验对象是钢筋混凝土梁和圆柱形混凝土,抗压设计强度为 30 兆帕。混凝土试件将经过一系列试验,如使用直流电源进行腐蚀加速试验,通过目视观察进行自愈试验,使用万能试验机(UTM)进行抗折强度、延展性、刚度和抗压强度试验。试验结果表明,添加 0.1% 的细菌封装变化是提高自愈合混凝土力学性能和降低自愈合混凝土腐蚀率的最佳值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of Bacillus Subtilis Bacteria on The Mechanical Properties of Corroded Self-Healing Concrete
Reinforced concrete has a weakness for corrosion which can cause the concrete to crack and the concrete structure to fail. To overcome this problem, a self-healing concrete method is needed that can close cracks and inhibit the rate of natural corrosion. Bacillus subtilis as a self-healing agent in concrete has been proven to be able to increase the compressive strength and flexural strength of concrete. The method used in this research is to add bacterial hydrogel encapsulation to concrete with a variation of 0%; 0.1%; 0.6%; and 1.5% by weight of sand. The test object is a reinforced concrete beams and cylindrical concrete with compressive design strength of 30 MPa. The concrete specimens will go through a series of tests, such as corrosion acceleration tests using DC power supply, self-healing tests by visual observation, flexural strength, ductility, stiffness, and compressive strength tests using Universal Testing Machine (UTM). From the test results, it was found that the addition of 0.1% bacterial encapsulation variation was the optimum value for increasing the mechanical properties of self-healing concrete and reduce the corrosion rate on self-healing concrete.
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