锡纳朋火山喷发灰联锁砖的研制

R. Karolina, I. Syahrizal, M. Handana, Deni Yusriadi Hasibuan
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引用次数: 1

摘要

锡纳朋火山位于印度尼西亚北苏门答腊岛的卡罗地区,是印度尼西亚的活火山之一。锡纳朋火山的喷发产生了火山烟尘。最后一次喷发发生在2018年4月6日星期五,火山灰柱高度超过5米,热云向东南移动了3.5米。卡罗县近四个街道受到火山喷发的影响,火山喷发的火山灰远达5公里,到目前为止仍处于四级备用状态。锡纳朋火山喷发产生的大量火山灰已成为一个环境问题,并对周围社区造成了危害。在本研究中,Sinabung火山喷发的火山灰将作为Interlock混凝土砖的混合物,混合变化为0%,10%,20%,30%,40%和50%。火山灰中没有筛子。2000将被替代为联锁混凝土制砖的组成材料,希望能提高混凝土的强度。测试包括形状测试(目测)、尺寸测试、吸收测试和抗压强度测试。结果表明,火山灰对混凝土砖的强度有影响,普通砖的抗压强度为0.74 KN / cm2 (7.40 Mpa),吸水率为12.19%。变化20%时吸水率增加1.20 KN / cm2 (12.10 Mpa),吸水率为14.56%;变化30%时吸水率下降0.81 KN / cm2 (8.10 Mpa),吸水率为13.53%。对于立方体试样,其强度达到23.2 MPa,吸水率高达7.49%,混合变化为20%。结果符合SNI 03-0349-1989标准,适用于空心混凝土砖墙对,抗压强度≥7 MPa,吸水率≤25%,属于质量I级。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Development of Interlock Bricks with Eruption Ash of Mount Sinabung as One of Its Constituent Materials
Mount Sinabung, located in Karo district, North Sumatra, Indonesia is one of the active volcanoes in Indonesia. The eruption of Mount Sinabung produces volcanic smoke and dust. The last eruption that occurred on Friday, 6 April, 2018 with column of ash height more than 5 meters and hot clouds glide as far as 3.5 meters to the southeast. Almost four subdistricts in Karo district affected by the eruption which erupted volcanic ash as far as 5 kilometers and still in standby IV category until now. The number of volcanic ash pile from the eruption of Mount Sinabung has become an environmental problem and has harmed the surrounding community. In this research, volcanic ash from the eruption of Mount Sinabung will be used as a mixture of Interlock concrete bricks with mixed variations of 0%, 10%, 20%, 30%, 40% and 50%. Volcanic ash sieved with no. 2000 will be substituted as constituent material of Interlock concrete bricks making, hoping it can increase concrete strength. Tests include are form testing (visual), size, absorption and compressive strength test. From the results, it showed that volcanic ash had an effect on the strength of concrete bricks, where in normal bricks, there was compressive strength of 0.74 KN / cm2 (7.40 Mpa) with 12.19% of water absorption. Had an increased by 1.20 KN / cm2 (12.10 Mpa) in 20% variation, with water absorption of 14.56% and decreased by 0.81 KN / cm2 (8.10 Mpa) with absorption rate of 13.53% at 30% variation. For the cube sample, its strength reached 23.2 MPa and water absorption as much as 7.49% with mixture variation of 20%. The results are eligible on SNI 03-0349-1989, for hollow concrete brick wall pairs and included in the quality I classification with compressive strength of ≥ 7 MPa and water absorption of ≤ 25%.
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