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研究了粉煤灰、矿粉混凝土和硫酸钠粉煤灰、硫酸钠矿粉混凝土的氯离子扩散系数。参照NEL法测试混凝土的氯离子扩散系数,表明粉煤灰混凝土、矿粉混凝土和硫酸钠粉煤灰混凝土、硫酸钠矿粉混凝土,随着粉煤灰、矿粉掺量的增加混凝土的氯离子扩散系数降低。28 d时硫酸钠混凝土氯离子扩散系数低于相应不加硫酸钠的混凝土,60~90 d时高于相应不加硫酸钠的混凝土。相同龄期矿粉混凝土、硫酸钠矿粉混凝土氯离子扩散系数低于粉煤灰混凝土、硫酸钠粉煤灰混凝土。粉煤灰和矿粉都能改善混凝土内部结构密实性。矿粉混凝土的抗渗性好于粉煤灰混凝土。硫酸钠对粉煤灰、矿粉混凝土60~90d耐久性不利。 相似文献
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随着时代的进展,普通混凝土已不能完全满足需求,从而各种专用混凝土应运而生。如耐化工腐蚀混凝土(耐酸、耐碱。耐盐)、防辐射混凝土以及高性能混凝土。纤维增强混凝土、聚合物混凝土等等。下面仅就在施工中几种常用的耐酸混凝土、耐热混凝土、耐碱混凝土、耐油混凝土、防辐射混凝土及其配合比计算方法进行探索。普通混凝土有《普通混凝土配合比设计技术规定》为计算用料的依据。目前尚没有统一的特种混凝土配合比计算方法,我们结合施工实践摸索了特种混凝土材料用量计算方法。由于特种混凝土的特点,系采用多种方法,但主要可以概括为… 相似文献
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《混凝土实用手册》是一部以混凝土材料和应用技术为主要内容的专业性工具书。内容分两大部分,第一部分阐述普通混凝土的一些共性问题,如混凝土的原材料、配合比设计、生产工艺、主要性能、试验方法和质量检验等;第二部分主要介绍一些常用的品种混凝土,如轻集料混凝土、防水混凝土、水工混凝土、耐火混凝土、耐酸混凝土、大孔混凝土、道路混凝土、喷射混凝土、纤维混凝土、聚合物混 相似文献
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智能混凝土的开发动向 总被引:4,自引:0,他引:4
智能混凝土 (IntelligentConcrete)是近几年来国外正在研究和开发的一种新技术。这种混凝土与正在投入使用的一些新型混凝土不同 ,如高强混凝土、超高强混凝土、流动性混凝土、高流动性混凝土、轻质混凝土、超轻混凝土等 ,这类混凝土多从提高混凝土强度、改善混凝土施工性能或减轻混凝土自重等物理特性着眼 ,而智能混凝土则赋予混凝土一种新的内涵 ,即智能作用或功能。智能混凝土的研究和开发为混凝土技术的发展揭示出新的面貌 ,它在混凝土的施工、使用和维护中都可发挥其相应的“智能”作用。1 智能材料的特征近几年来在不少领域都在踊跃… 相似文献
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本文从混凝土强度及主要影响因素、混凝土标号与混凝土平均强度、标准差、混凝土质量控制的关键环节等方面,对混凝土施工的质量控制进行研究和探讨。混凝土结构是以混凝土为主要材料制成的结构,包括素混凝土结构、钢筋混凝土结构和预应力混凝土结构等。只有严格重视混凝土的各项标准和妥善处理施工的全过程,才能确保混凝土工程质量。 相似文献
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混凝土及其增强材料的发展与应用 总被引:27,自引:3,他引:24
对混凝土(高性能混凝土、活性微粉混凝土、低强混凝土、轻质混凝土、钢纤维混凝土、自密实混凝土、智能混凝土等)以及混凝土增强材料(非金属配筋、新型预应力钢棒等)近年的应用与发展,作了简要的论述。 相似文献
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The paper presents investigation of how the usage of bottom ash (BA), granulated blast furnace slag (GBFS), and combination of both of these materials as fine aggregate in concrete affects the concrete durability. To assess durability characteristics of concrete, durability tests were conducted and the results were evaluated comparing with reference concrete. Three series concrete were produced. GBFS, BA and GBFS+BA are replaced the 3–7 mm-sized aggregate. Five test groups were constituted with the replacement percentages as 10%, 20%, 30%, 40% and 50% in each series. These by-products were used as non-ground form in the concrete. Durability properties of the concretes were compared in order to study the possible advantages of different replacement ratios. According to results, GBFS and BA affects some durability properties of concrete positively in case of it is used as fine aggregate. Resistance to high temperature and surface abrasion are positively affected properties. Capillarity, drying-wetting and freezing-thawing resistance of the concrete can be accepted to some extent. Properties of by-products and its replacement ratio are controlling the influence level and direction. Comparison of the SEM images and test results show that chemical and physical properties of GBFS and BA are the main factors affecting the concrete durability. It is concluded that it is possible to produce durable concrete by using GBFS and BA as fine aggregate. 相似文献
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通过26个约束混凝土试件(200×200×600mm)的轴心受压试验,得到了约束混凝土应力应变全曲线。较详细地研究了复合箍筋对高强混凝土(C60)强度和变形的影响,并与普通强度约束混凝土(C30)进行了比较,主要考虑了箍筋直径、间距、型式和强度等影响因素。统计了高强约束混凝土峰值应力和峰值应变的计算公式。采用的应力应变曲线方程与实测曲线吻合较好。 相似文献
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为达到混凝土内实外光的质量标准,结合多年从事混凝土工程质量控制的实践经验,分析了混凝土表面缺陷产生的原因,并就如何保证和提高混凝土的观感质量提出了解决的方法,从而消除混凝土表面常见的质量缺陷。 相似文献
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以掺有不同粉煤灰量的混凝土试件为研究对象,将3种配合比的混凝土试件暴露在具有典型盐渍土特征的宁夏地区,选取相对质量和相对动弹性模量作为评价参数,通过比较分析得出一种更加适合盐渍土地区现场暴露混凝土耐久性损伤的综合评价参数。同时结合现场暴露混凝土微观分析对盐渍土地区混凝土受硫酸盐侵蚀的劣化机理进行了研究,从微观角度分析了盐渍土地区混凝土耐久性能变化的原因。结果表明:混凝土在盐渍土地区受到复杂的化学侵蚀,与土壤中的硫酸盐反应生成了硫铝酸钙晶体填充在孔隙中,综合损伤评价参数能很好地描述盐渍土地区混凝土的耐久性。 相似文献
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《Construction and Building Materials》2007,21(7):1492-1499
In this paper, palm oil fuel ash and rice husk–bark ash, which are by-products from electricity generating power plants and disposed as wastes in landfills, were used as a partial cement replacement. They were ground and incorporated into concrete at the levels of 20%, 40% and 55% by weight of binder. Compressive strength and water permeability of concretes containing ground palm oil fuel ash (GPOA) and ground rice husk–bark ash (GRBA) were investigated. From the tests, the replacement of Portland cement by both materials resulted in the higher water demand in concrete mixtures as compared to ordinary Portland cement (OPC) concrete with compatible workability. The compressive strengths of concretes containing 20% of GPOA and GRBA were as high as that of OPC concrete and were reduced as the increase in the replacement ratios. Although the compressive strengths of concrete with the replacement of GPOA or GRBA up to 40% were lower than OPC concrete, their water permeabilities were still lower than that of OPC concrete. These results indicate that both of GPOA and GRBA can be applied as new pozzolanic materials to concrete with an acceptable strength as well as permeability. 相似文献