Physico-mechanical and physico-chemical hardening process changing research in gypsum binder and transition in gypsum-cement binder and then to gypsum-cement-pozzolanic using with mechanical tests and x-ray spectroscopy

D. S. Odintsov, A. Suvorov, Z. Estemesov, A. V. Barvinov, M. Panigrahi
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Abstract

Gypsum-Cement-Pozzolanic binder (GCPB) has been invented in 60-s of last century in USSR by group of scientists under Mr. A. Volzhenskiy leadership. In that time in USSR and actually in US construction technological processes of civil and industrial buildings increasing a lot. So demand of cement for heavy concretes as a main component high up day to day, year to year. But realisation of that idea in practical way wasn’t easy thing because as we know from «Material science» course – cement is hydraulic binder which hardening in moisture condition or in must cases in water and if we sae about gypsum is an air binder. That means gypsum is hardening and gets its high compression strength in air condition and loosing that strength in moisture condition or under influence of water. After analysing knowledge that have been written above about GCPB we may stay some problems in front of us: 1) First problem connect with modern theoretical physical-mechanical and physical-chemical researches absence, when GCPB hardening process have been described by modern X-Ray spectroscopy and mineralogical analysis. All what we have found in internet resources is basic and theoretical issue with some mechanical tests. 2) Also the main problem when we start see on that researches and mechanical tests, there are some conflicting things as links for technical requirements of GCPB through ages, storage conditions before tests. So according by what we have said above we choose some targets of our research: a) How gypsum binder’s physical-mechanical characteristics going to change as it would be main stuff for GCPB preparing. And also transition process gypsum binder(GB) in gypsum-cement binder (GCB) and then in gypsum-cement-pozzolanic binder (GCPB); b) How gypsum binder’s physical-chemical characteristics going to change during transition process in GCB and then into GCPB with X-Ray spectroscopy analysis.
利用力学试验和x射线光谱法研究了石膏粘结剂的物理力学和物理化学硬化过程变化以及石膏-水泥粘结剂再到石膏-水泥-火山灰的转变
石膏-水泥-火山灰粘结剂(GCPB)是上世纪60年代在苏联由A. Volzhenskiy先生领导的一组科学家发明的。在当时的苏联和美国,民用和工业建筑的施工技术进步了很多。因此,作为主要成分的重质混凝土对水泥的需求日复一日、年复一年地高涨。但是,在实践中实现这个想法并不容易,因为我们从«材料科学»课程中了解到,水泥是一种液压粘合剂,在潮湿条件下或在某些情况下在水中硬化,如果我们说石膏是一种空气粘合剂。这意味着石膏会硬化,在空气条件下获得很高的抗压强度,而在潮湿条件下或在水的影响下会失去这种强度。在分析了上述关于GCPB的知识之后,我们可能会遇到一些问题:1)当现代x射线光谱和矿物学分析描述了GCPB的硬化过程时,与现代物理力学和物理化学理论研究缺乏联系。我们在互联网资源中找到的都是一些机械测试的基本和理论问题。2)当我们开始在研究和机械测试中看到主要问题时,存在一些冲突的事情,如GCPB的技术要求,通过年龄,测试前的储存条件。因此,根据我们上面所说的,我们选择了一些我们的研究目标:a)石膏粘结剂的物理力学特性将如何变化,因为它将是GCPB制备的主要材料。石膏-水泥粘结剂(GCB)和石膏-水泥-火山灰粘结剂(GCPB)的过渡工艺有石膏粘结剂(GB);b) x射线光谱分析石膏粘结剂从GCB到GCPB转变过程中物理化学特性的变化。
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