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论混凝土配合比的合理设计方法
ON THE MORE REASONABLE DESIGN METHOD OF CONCRETE MIX PROPORTION
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摘要 根据混凝土这种多元多相水泥基复合材料特点提出科学合理设计混凝土配合比的原则,即应由水泥基胶结材浆体体积、空气体积与砂、石体积组成配合比,并着重论述水泥基胶结材浆体的设计配制方法以及按堆积密实原则设计砂、石量的方法。在对堆积密实型连续级配进一步研究中,将国内外常用的两种连续级配计算式,针对混凝土拌合物稠度类型,增加为五种计算式;并明确每种稠度类型的石子量基本稳定在一定量值上;以及不论哪种类型混凝土,其砂率均必然随胶结材浆体量变化而改变的规律。从而将国内一向以砂率为主要设计参数的混凝土配合比设计方法改变为以胶结材浆体量与石子量为主要参数的设计方法。
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作者相关文章
傅沛兴
关键词混凝土配合比   胶结材浆体   连续级配   石子空隙率   石子体积     
Abstract: According to the characteristics of concrete which composes of multi- components and multi-phases cement-based composite, the author proposes a new concept for designing more reasonably mix proportion of concrete, i.e., to formulate the summation of the volumes of cement paste, air, sand and gravel, among these, emphasizing the design of cement-based cementing paste and aggregates proportion in term of compactness-deposit principle. The study of continuous compactness-deposit grading has lead to extend the fullers formulae to five ones aiming at deferent density of concrete mixture. It is definite that every kind of density has basically a stable gravel amount, but the sand rate must be changed along with the amount of cementing paste no matter what kind of concrete. Therefore, the popular domestic design method of concrete mix proportion,which makes the sand ratio as the major parameter, has been changed into the new one of making the paste and gravel amount as the major parameters.
Key words

mix proportion of concrete')" href="#">font-family: "Arial","sans-serif"">mix proportion of concrete   cementing materials paste   continuous grading   gravel porosity   gravel apparent volume   

引用本文:   
傅沛兴. 论混凝土配合比的合理设计方法[J]. 建筑技术, 2008, 39(1): 50-55.
FU Peixing. ON THE MORE REASONABLE DESIGN METHOD OF CONCRETE MIX PROPORTION[J]. Architecture Technology, 2008, 39(1): 50-55.
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http://www.jzjs.com/CN/     或     http://www.jzjs.com/CN/Y2008/V39/I1/50
 
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[1] 肖亮群. 宏运大厦A塔楼筏形基础大体积混凝土施工防裂技术[J]. 建筑技术, 2013, 44(6): 534-536.
[2] 黄绍龙, 吕 寅, 丁庆军, 等. 大桥承台大体积混凝土的温度控制与施工[J]. 建筑工人, 2011, 42(05): 438-440.
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