DURABILITY OF CONCRETE MATERIALS FORCOMPONENTS OF HIGH RISE STRUCTURES

S. Kulkarni, C. Pereira
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引用次数: 1

Abstract

Globally, concrete is the most widely used construction material after water. Conventional concrete has traditionally been designed on the basis of 28 day compressive strength and may not meet the functional requirements of concrete structures like resistance to environmental & chemical attack, impermeability, shrinkage cracks, etc. This generally impacts the maintenance free service life of the structure. Normally in developing countries, concrete is specified in a prescriptive manner e.g. M-50. No other parameters for durability and performance are specified including the service life of the structure. As a result of this many times concrete meets the standard basic parameters but fails in meeting durability parameters or requirements. To counter the above requirements a shift to High Performance Concrete (HPC) is desirable. HPC should not be confused with High strength concrete. HPC is an engineered concrete meeting special combinations of performance and uniformity requirements that cannot always be achieved routinely using conventional constituents and normal mixing, placing and curing practices. It includes concrete that provides high strength, high early strength, ease in pumping and placement with or without vibration, resistance to segregation and bleeding, volume stability and resistance to shrinkage. It also enhances resistance to sulphate attack, alkali silica reaction, carbonation, chloride & corrosion induced disruption, low permeability and diffusion, high modulus of elasticity and lower creep coefficient, improved toughness, impact and abrasion resistance, enhanced resistance to freeze and thaw attack, higher durability and lower service life of structures. This article deals with the various durability aspects of High Performance Concrete in terms of mix design approach, testing & performance evaluation. As a case study this article emphasises on M80 free flow high performance concrete for shear columns & core walls and M40 temperature controlled concrete for raft foundations of high rise structures, which highlights the durability aspects holistically. The following criteria will be discussed in the article pertaining to ease of placement by using free flow or self-compacting concrete, Temperature controlled concrete for reducing core temperature and reducing the effect of thermal stresses on concrete and long term mechanical properties, which include Modulus of elasticity, drying shrinkage & creep in concrete.
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高层结构构件混凝土材料耐久性研究
在全球范围内,混凝土是仅次于水的最广泛使用的建筑材料。传统的混凝土是根据28天抗压强度设计的,可能不能满足混凝土结构的功能要求,如抗环境和化学侵蚀、抗渗、收缩裂缝等。这通常会影响结构的免维护使用寿命。通常在发展中国家,混凝土以规定性的方式加以规定,例如M-50。没有规定其他耐久性和性能参数,包括结构的使用寿命。因此,很多时候,混凝土满足标准的基本参数,但不能满足耐久性参数或要求。为了应对上述要求,转向高性能混凝土(HPC)是可取的。高性能混凝土不应与高强混凝土混淆。高性能混凝土是一种工程混凝土,满足性能和均匀性要求的特殊组合,通常使用常规成分和常规混合、放置和养护方法无法实现。它包括具有高强度、高早期强度、易于泵送和在有或没有振动的情况下放置、抗离析和出血、体积稳定性和抗收缩的混凝土。它还增强了抗硫酸盐侵蚀,碱硅反应,碳化,氯化物和腐蚀引起的破坏,低渗透和扩散,高弹性模量和低蠕变系数,提高韧性,抗冲击和耐磨性,增强抗冻融侵蚀,提高耐久性和较低的使用寿命的结构。本文从配合比设计、试验和性能评价等方面论述了高性能混凝土耐久性的各个方面。作为一个案例研究,本文重点介绍了用于剪力柱和核心墙的M80自由流动高性能混凝土和用于高层结构筏形基础的M40温控混凝土,从整体上强调了耐久性方面。以下标准将在文章中讨论,通过使用自由流动或自密实混凝土,易于放置,温度控制混凝土,以降低核心温度,减少热应力对混凝土和长期机械性能的影响,包括弹性模量,混凝土的干燥收缩和徐变。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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