Effect of gelatin powder, almond shell, and recycled aggregates on chemical and mechanical properties of conventional concrete

M. Hematibahar, Alireza Esparham, N. Vatin, M. Kharun, T. Gebre
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Abstract

The objective of the research is to study the effect of different additives on the conventional concrete. In this term, three types of materials have been added to the concrete: gelatin powder as the binder, recycled aggregates, and almond shell as the fine and coarse aggregates. Several experiments have been made tо determine physical and mechanical properties, such as test for compressive and tensile strengths, for impact loading strength, durability test (water absorption) and deep penetration tests. Moreover, the microstructure results for the new type of concrete have been studied by means of scanning electron microscopy (SEM) and energy-dispersive x-ray spectroscopy (EDXS). The results show that when 70 kg of gelatin powder is added to 1 m3 of concrete, the concrete’s compressive strength and tensile strength are improved more than 22%; during impact loading the first and ultimate cracks are 11 and 129 by numbers, and the first and ultimate cracks’ strength is more than 223 and 2346 J respectively. The durability of sample from concrete with additional gelatin has been improved. SEM results illustrate that the weakness of almond shell concrete is related to cracks and voids between the cement matrix and almond shell. The voids of gelatin concrete are higher than that of conventional concrete. The conventional concrete has smooth crystals, and gelatin concrete has sharp and cubic crystals. EDXS results show that chemical content of these two types of concrete is different: conventional concrete contains silicon, while EDXS results show that chemical content of these two types of concrete is different: conventional concrete contains silicon, while gelatin concrete contains calcium and also C-S-H gel is generated in it.
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明胶粉、杏仁壳和再生骨料对传统混凝土化学和力学性能的影响
本研究的目的是研究不同添加剂对传统混凝土的影响。在这一阶段,混凝土中添加了三种材料:明胶粉作为粘合剂,再生骨料,杏仁壳作为细骨料和粗骨料。已经进行了几个实验来确定物理和机械性能,例如压缩和拉伸强度测试、冲击载荷强度测试、耐久性测试(吸水性)和深穿透测试。此外,利用扫描电子显微镜(SEM)和能谱仪(EDXS)对新型混凝土的微观结构结果进行了研究。结果表明,在1m3的混凝土中加入70kg明胶粉,混凝土的抗压强度和抗拉强度提高了22%以上;在冲击载荷作用下,第一和极限裂纹的数量分别为11和129,第一和最终裂纹的强度分别大于223和2346J。添加明胶的混凝土样品的耐久性得到了提高。SEM结果表明,杏仁壳混凝土的软弱与水泥基体和杏仁壳之间的裂缝和空隙有关。明胶混凝土的空隙率高于传统混凝土。传统的混凝土具有光滑的晶体,明胶混凝土具有尖锐的立方体晶体。EDXS结果表明,这两种混凝土的化学含量不同:常规混凝土中含有硅,而EDXS的结果表明,两种混凝土中的化学含量不相同:常规混凝土含有硅,明胶混凝土中含有钙,并且在其中生成C-S-H凝胶。
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26
审稿时长
18 weeks
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