A technology of erecting high-rise building frame structures using B60-B100 classes high-strength concretes

S. S. Kaprielov, A. Sheynfeld, Al-Omais Dzhalal, A. S. Zaitsev, R. Amirov
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Abstract

Introduction. The article presents a technology of erecting of high-rise building's frame structures made of B60-B100 classes high-strength concretes. This technology includes a complex of processes and considers a number of special features, the most significant of which are connected with the specific character of high-strength concretes and concreting climatic conditions.Aim. To determine the main requirements for the technology of concreting and parameters of curing the monolithic structures of high-rise buildings made of B60-B100 classes high-strength concretes, including at winter periods, at the various stages of their erection.Methods and materials. Studies were carried out on the effect of hardening temperature variations from +5 to +50 °С on the hardening kinetics of B60, B80, and B100 classes concretes. Based on the 15-year experience of the “Moscow-City” construction, the mix proportions of high-strength concretes were optimized, as well as the main technological parameters of concreting and curing the frame structures located at an altitude of up to 370 m were analyzed and summarized.Results. The mix proportions of B60-B100 classes concretes of high-workability and self-compacting mixtures with a cement consumption of 350–480 kg/m3 was optimized using standard materials and MB-type organomineral modifiers. The performed study revealed a regularity between the strength and the temperature-temporal parameter of concrete curing, which is applicable for a preliminary assessment of strength characteristics in high-strength concrete structures on the basis of their temperature measurement results. A systematic approach to concrete curing and the maintenance of building structures as a whole with the vertical division of a high-rise building into four temperature zones led to a reducing the probability of thermal cracks appearance.Conclusions. According to the results of the study, the proposed complex of technological solutions concerning compositions and properties of concrete mixtures and concretes, the technology of concreting, as well as the methods of heating and curing the concrete of structures at the various stages of their erection ensures thermal resistance to cracks at the early stage of concrete hardening, as well as the high quality and assigned rates of construction. 
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B60-B100级高强混凝土架设高层建筑框架结构技术
介绍。本文介绍了B60-B100级高强混凝土高层建筑框架结构的架设技术。这项技术包括一系列复杂的过程,并考虑了许多特殊的特点,其中最重要的是与高强混凝土的特性和混凝土的气候条件有关。确定B60-B100级高强混凝土高层建筑整体结构的主要混凝土技术要求和养护参数,包括在冬季,在其安装的各个阶段。方法和材料。研究了硬化温度从+5到+50°С对B60、B80和B100级混凝土硬化动力学的影响。根据“莫斯科城市”建设15年的经验,对高强混凝土配合比进行了优化,并对海拔高达370 m的框架结构的混凝土和养护的主要技术参数进行了分析和总结。采用标准材料和mb型有机改性剂,优化了水泥用量为350 ~ 480 kg/m3的b60 ~ b100级高和易自密实混凝土配合比。本研究揭示了混凝土养护温度-时间参数与强度之间的规律性,可用于根据测温结果初步评价高强混凝土结构的强度特性。将高层建筑垂直划分为四个温度区,采用系统的混凝土养护和建筑结构整体维护方法,可以减少热裂缝出现的可能性。根据研究结果,所提出的复杂技术解决方案涉及混凝土混合物和混凝土的成分和性能,混凝土的技术,以及在其安装的各个阶段加热和固化结构混凝土的方法,确保了混凝土硬化早期阶段的热抗裂缝,以及高质量和指定的施工速度。
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