The Effect of Alkali Activator Ratio on Mechanical Properties Geopolymer Concrete Based on Ground Granulated Blast Furnace Slag

IF 0.6 Q4 CONSTRUCTION & BUILDING TECHNOLOGY
Angelina Eva Lianasari, Naufal Muhammad Syafig
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Abstract

Cement is the primary material of concrete. In the calcination process during cement manufacturing, 0.869 tons of CO2 gas are produced for every 1 ton of clinker. That process affects global climate change. This condition causes a new technology called geopolymer concrete. Geopolymer concrete substitutes cement with material that reacts in an alkali activator. PT Krakatau Steel in West Java, manufacturing iron steel with a blast furnace, produces large quantities of waste (slag) of 80 tons/hour. The blast furnace slag contains SiO2and Al2O3is called GGBFS (Ground Granulated Blast Furnace Slag). GGBFS can react with an alkali activator, which can be a substitute cement. This research was carried out using GGBFS as a base for geopolymer concrete. This research wants to know the effect of the alkali activator ratio on the mechanical properties of geopolymer concrete based on GGBFS. The concrete specimen was made with ratios alkali activator of 5:2, 4:2, and 3:2. The alkaline liquids used in this research are sodium hydroxide (NaOH) and sodium silicate (Na2SiO3) with a concentration of 8M. The curing process in this experiment is about 24-hour dry curing at a temperature of 60oC. The mechanical properties of concrete showed that 5:2 obtained the highest compressive strength, 57.65 MPa (at 7 days) and 58.48 MPa (at 28 days), and modulus elasticity was 31815.92 MPa, split tensile strength was 2.74 MPa, and modulus of rupture was 3.87 MPa.
碱活化剂配比对矿渣粉基地聚合物混凝土力学性能的影响
水泥是混凝土的主要材料。在水泥生产的煅烧过程中,每生产1吨熟料产生0.869吨CO2气体。这一过程影响着全球气候变化。这种情况催生了一种叫做地聚合物混凝土的新技术。地聚合物混凝土用在碱活化剂中起反应的材料代替水泥。西爪哇的PT Krakatau钢铁公司用高炉生产钢铁,每小时产生80吨的大量废物(矿渣)。含有sio2和al2o3的高炉渣称为GGBFS(磨粒高炉渣)。GGBFS可与碱激发剂反应,可作为水泥的替代品。本研究使用GGBFS作为地聚合物混凝土的基础。本研究旨在了解碱活化剂配比对基于GGBFS的地聚合物混凝土力学性能的影响。用5:2、4:2、3:2的碱活化剂配制混凝土试样。本研究使用的碱性液体为浓度为8M的氢氧化钠(NaOH)和硅酸钠(Na2SiO3)。本实验的固化过程为60℃温度下24小时左右的干固化。混凝土力学性能表明,5:2的抗压强度最高,分别为57.65 MPa(7天)和58.48 MPa(28天),弹性模量为31815.92 MPa,劈裂抗拉强度为2.74 MPa,断裂模量为3.87 MPa。
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来源期刊
CiteScore
0.90
自引率
20.00%
发文量
25
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