集成地聚合物混凝土的复合推力试验试验分析

B. Singh, Ee Loon Tan, Z. Pan, O. Mirza, Youtam Mamo
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摘要

本文主要侧重于实施可持续的建筑实践,也可以满足当前世界各地基础设施发展的需求。水泥行业是世界上最大的行业之一,因此目前的建筑实践正在造成不利的环境问题,包括过度利用自然资源,排放温室气体和产生过多的废物。因此,为了解决这个问题,一个令人鼓舞的解决方案是使用碱活化的地聚合物混凝土,这种混凝土利用废料,如粉煤灰和磨碎的矿渣,作为波特兰水泥的100%替代品。随后,本文进行了试验测试,并讨论了含地聚合物混凝土和OPC混凝土的6个钢-混凝土组合推试件的性能。共有三(3)个试件采用钢型材Bondek薄板制作,其余三(3)个试件采用常规混凝土板。从所获得的结果来看,由于Bondek法兰引起的剪切螺柱周围混凝土的减少,使用传统板的推压试件的性能优于使用Bondek型材板的试件。此外,结果表明,地聚合物混凝土具有巨大的潜力,因为它与控制OPC推试件相比几乎获得了相同的结果。
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Experimental Analysis of Composite Push Test Integrating Geopolymer Concrete
This paper primarily focuses on implementing constructions practises that are sustainable, and that can also meet the current demand for infrastructure development around the world.  The cement industry is one of the largest industries in the world, as result current construction practices are causing adverse environmental issues ranging from the excessive utilisation of natural resources, emission of greenhouse gases and producing an excessive amount of waste. Thus, to tackle the problem one encouraging solution is to use alkali activated Geopolymer concrete that utilises waste product such as fly ash and grounded slag as a 100% replacement of Portland cement. Subsequently, this paper presents experimental testing and discusses the behaviour of six (6) steel-concrete composite push test specimens incorporating Geopolymer concrete and OPC concrete. A total of three (3) specimens were fabricated using steel profiled Bondek Sheeting and remaining three (3) specimens had a conventional concrete slab. From the result obtained, it was found that push test specimen with conventional slab outperformed specimens fabricated with Bondek profile sheeting due to the reduced amount of concrete surrounding the shear studs cause by Bondek flanges. Also, the results showed that geopolymer concrete has great potential as it achieved almost identical results as compared to control OPC push test specimens. 
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