[an error occurred while processing this directive] [an error occurred while processing this directive] [an error occurred while processing this directive]
[an error occurred while processing this directive]
Mining Technology and Mine Management

Study on Proportion and Mechanical Properties of Geopolymer Concrete

  • Qin DING , 1 ,
  • Ming TAO , 1 ,
  • Xiang LI 2
Expand
  • 1. School of Resources and Safety Engineering, Central South University, Changsha 410083, Hunan, China
  • 2. School of Civil Engineering, Sun Yat-sen University, Zhuhai 519082, Guangdong, China

Received date: 2021-06-30

  Revised date: 2021-11-19

  Online published: 2022-06-17

Highlights

Concrete is an important building material in roadway support,but there are often quality problems in roadway construction,such as honeycomb surface,cracks,holes and large area damage,which need to be repaired in order not to affect the normal production.Geopolymer concrete has the characteristics of fast setting time,high early strength,strong interface bonding ability,low permeability,high temperature resistance,frost resistance,corrosion resistance,excellent durability and low energy consumption,low pollution and low cost in the preparation process,and has the potential to be used as concrete repair materials.At present,there is no consensus on the proportion design of geopolymer concrete.The fly ash and slag were activated using sodium silicate and sodium hydroxide as alkalin-activator solution for the preparation of geopolymer mortar.The effects of different alkali-activator modulus (1.0,1.2,1.4) and content (10%,15%,20%) on the mechanical properties of mortar at different ages (3 d,7 d,28 d) were studied.The results show that the modulus and content of alkali-activator have a significant effect on the mechanical properties of geopolymers.Too large or too small alkali-activator modulus and content are not conducive to the strength development of geopolymer mortar.When the ratio of fly ash to slag is 1∶1,the modulus of water glass is 1.2,the content of alkali is 15%,the flexural and compressive strength of geopolymer mortar reaches the best value.The 28 d flexural strength is 7.6 MPa,the 28 d compressive strength is 72.3 MPa.In order to further explore the mechanical properties of geopolymer concrete with different mix ratios,the orthogonal experiment with three factors and three levels was designed to study the effects of different water-binder ratio (0.45,0.50,0.55),fly ash content (30%,50%,70%) and sand ratio (30%,35%,40%) on the workability and mechanical properties of geopolymer concrete at different ages (7 d,28 d).Taking the compressive strength as the evaluation index,the results show that fly ash content has the most significant effect on compressive strength,followed by water-binder ratio,and sand ratio has almost no effect on strength development.The results of variance analysis of 7 d and 28 d show that the content of fly ash has a highly significant effect on the compressive strength of geopolymer concrete,the water-binder ratio has a significant effect on the compressive strength of geopolymer concrete,but the sand ratio has no significant effect on the compressive strength of geopolymer concrete.Considering the workability and mechanical properties of geopolymer concrete,combined with the results of microstructure analysis,geopolymer concrete with water-binder ratio of 0.50 and fly ash content of 50% is a promising rapid repair material.

Cite this article

Qin DING , Ming TAO , Xiang LI . Study on Proportion and Mechanical Properties of Geopolymer Concrete[J]. Gold Science and Technology, 2022 , 30(2) : 243 -253 . DOI: 10.11872/j.issn.1005-2518.2022.02.082

[an error occurred while processing this directive]

利用金属切削废料制作低成本金属3D打印粉末

近期,印度科学研究所(IISc)的研究人员发现,金属加工领域产生的切屑废料在精炼后的性能与常见气雾化粉末一样好,能够满足金属增材制造(SLM技术)的使用要求。

切屑通常作为废品丢弃。它通常呈细丝状,就像金属碎片一样,但它有时候也会呈现出完美的球形颗粒。由机械工程系助理教授Koushik Viswanathan领导的IISc研究小组发现,这小部分球形粉末颗粒是由于在切削过程中表面层的氧化(放热反应)产生的高热而熔化的结果。然后,他们改进了这一工艺以生产大量球形粉末,这些粉末被收集并进一步加工,用作增材制造的原料。他们的研究表明,这些颗粒在金属增材制造方面的性能与商业气体雾化粉末一样好。该工艺可用作生产金属粉末的替代技术。

IISc产品设计和制造中心的博士生、该研究的作者之一Priti Ranjan Panda补充说:“我们有一种替代的、低成本和可调控的制造金属粉末的方法,以及保证最终粉末的高质量。与传统的气体雾化粉末相比,这似乎非常具有竞争力。”

Viswanathan解释说:“最近人们对采用金属增材制造产生了浓厚的兴趣,因为从本质上讲,它可以实现大量定制并允许设计自由。然而,现有金属粉末的高昂成本一直是绊脚石。我们希望我们的工作将为制造更便宜、更容易获得的金属粉末打开新的大门。”

机械系博士生Harish Singh Dhami(本研究的参与者)补充说:“降低增材制造工艺的成本(通过经济的粉末)可以扩大材料范围,例如制造生物医学植入物,这可能变得更便宜、更容易获得。”

研究人员表示,使用磨损制造金属粉末在其他高性能应用中也具有潜力,例如飞机发动机,在这些应用中需要高度的特异性和复杂性。

用于3D打印的传统金属粉末存在缺陷。AM的主要来源材料是金属粉末,主要使用称为雾化的技术生产,其中熔融金属流使用空气或水射流分解成细小液滴。

然而,尽管它被广泛使用,但雾化的产量很低,价格昂贵,而且它可以处理的材料类型不灵活。然而,这种新技术回避了这些问题。

http://www.goldsci.ac.cn/article/2022/1005-2518/1005-2518-2022-30-2-243.shtml

Cao Xiangyang Yang Jiansen2020.Overview of cementing properties of geopolymer and geopolymer concrete[J].Bulletin of the Chinese Ceramic Society38(7):9.

Fan Feilin Xu Jinyu Li Weimin,et al,2008.Study on the basic properties of slag and fly ash based geopolymeric concrete[J].Concrete,(6):58-61.

Ghafoor M T Khan Q S Qazi A U,et al,2020.Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature[J].Construction and Building Materials273(4):121752.

Hung C Chang J2013.The influence of mixture variables for the alkali-activated slag concrete on the properties of concrete[J].Journal of Marine Science and Technology-Taiwan21(3):229-237.

Kurda R Brito J Silvestre J D2017.Influence of recycled aggregates and high contents of fly ash on concrete fresh properties[J].Cement and Concrete Composites,84:198-213.

Lee W K W van Deventer J S J2002.The effect of ionic contaminants on the early-age properties of alkali-activated fly ash-based cements[J].Cement and Concrete Research32(4):577-584.

Liu Dejun Zuo Jianping Liu Haiyan,et al,2020.Development and present situation of support theory and technology in coal mine roadway in China[J].Journal of Mining Science and Technology5(1):22-33.

Luo Xinchun Wang Chang’an2015.Effect of calcia content on structure and properties of metakaolin/blast furnace slag-based geopolymers[J].Journal of the Chinese Ceramic Society43(12):1800-1805.

Nath P Sarker P K2014.Effect of GGBFS on setting,workability and early strength properties of fly ash geopolymer concrete cured in ambient condition[J].Construct Build Mater,66:163-171.

Rafeet A Vinai R Soutsos M,et al,2017.Guidelines for mix proportioning of fly ash/GGBS based alkali activated concretes[J].Construction and Building Materials,147:130-142.

Rao G M Rao T D G2018.A quantitative method of approach in designing the mix proportions of fly ash and GGBS-based geopolymer concrete[J].Australian Journal of Civil Engineering16(1):53-63.

Ren Jinyang2016.Study on the Mechanical Properties of Fly Ash Geopolymer Concrete [D].Yinchuan:Ningxia University.

Shan Renliang Peng Yanghao Kong Xiangsong,et al,2019.Research progress of coal roadway support technology at home and abroad[J].Chinese Journal of Rock Mechanics and Engineering38(12):2377-2403.

Song W L Zhu Z D Peng Y Y,et al,2019.Effect of steel slag on fresh,hardened and microstructural properties of high-calcium fly ash based geopolymers at standard curing condition[J].Construction and Building Materials,229:116933.

Verma M Dev N2021.Effect of ground granulated blast furnace slag and fly ash ratio and the curing conditions on the mechanical properties of geopolymer concrete[J].Structural Concrete,(1):1-15.

Wang H L Li H H Yan F Y2005.Synthesis and mechanical properties of metakaolinite-based geopolymer[J].Colloids and Surfaces A:Physicochemical and Engineering Aspects268(1/2/3):1-6.

Weng L Sagoe-Crentsil K2007.Dissolution processes,hydrolysis and condensation reactions during geopolymer synthesis:Part II.High Si/Al ratio systems[J].Journal of Materials Science,42:2997-3006.

Yang T Yao X Zhang Z H2014.Quantification of chloride diffusion in fly ash-slag-based geopolymers by X-ray fluorescence (XRF)[J].Construction and Building Materials,69:109-115.

Yin Ming Bai Hongtao Zhou 2014.Strength characteristic of fly ash based geopolymer concrete[J].Bulletin of the Chinese Ceramic Society33(10):2723-2727.

Zhang Chunguang2009.Study on Mine High-Performance Polymer Modified Concrete[D].Jiaozuo:Henan Polytechnic University.

Zhang Dingwen Wang Anhui2020.Review on property of geopolymer binder and its engineering application[J].Journal of Architecture and Civil Engineering37(5):13-38.

曹向阳,杨建森,2020.地聚合物及其混凝土的胶凝性质概述[J].硅酸盐通报38(7):9.

范飞林,许金余,李为民,等,2008.矿渣—粉煤灰基地质聚合物混凝土的基本性能研究[J].混凝土,(6):58-61.

刘德军,左建平,刘海雁,等,2020.我国煤矿巷道支护理论及技术的现状与发展趋势[J].矿业科学学报5(1):22-33.

罗新春,汪长安,2015.钙含量对偏高岭土/矿渣基地聚合物结构和性能的影响[J].硅酸盐学报43(12):1800-1805.

任进阳,2016.粉煤灰地聚物混凝土的力学性能研究[D].银川:宁夏大学.

单仁亮,彭杨皓,孔祥松,等,2019.国内外煤巷支护技术研究进展[J].岩石力学与工程学报38(12):2377-2403.

尹明,白洪涛,周吕,2014.粉煤灰地质聚合物混凝土的强度特性[J].硅酸盐通报33(10):2723-2727.

张春光,2009.矿用高性能聚合物改性混凝土研究[D].焦作:河南理工大学.

章定文,王安辉,2020.地聚合物胶凝材料性能及工程应用研究综述[J].建筑科学与工程学报37(5):13-38.

Outlines

/

[an error occurred while processing this directive]