苏州混凝土水泥制品研究院有限公司

头部文案

发布时间:2020-01-06 00:00:00
全国建材科技期刊
全国中文核心期刊
中国科技论文统计源期刊
万方数据-数字化期刊群入网期刊
中国学术期刊(光盘版)全文收录期刊
华东地区优秀科技期刊
江苏省期刊方阵“双效期刊”
中国期刊网全文收录期刊
中国科技期刊数据库全文收录期刊

全部文章

混凝土研究

基于多元非线性回归模型的高强混凝土强度预测研究
基于多元非线性回归模型的高强混凝土强度预测研究
  • 甘彬霖1,冯旭海2,3,毕经龙1,姜浩亮2
2022年第2期
摘要
引用本文
摘   要:为准确预测高强混凝土(HSC)的强度变化规律,调研收集了225组HSC配合比及其28 d强度数据,对统计变量进行Spearman相关性分析,并基于enter法建立了不同胶凝体系HSC的28 d强度与配合比之间的多元非线性回归模型。分析了不同模型预测值与实际值的散点图、残差图数据分布情况,并结合拟合优度指标和相对误差指标对模型进行了评价。结果表明:硅灰掺量、水胶比、胶凝材料总量和减水剂掺量对HSC的28 d强度影响效果显著,影响程度依次递减,P值均小于0.01;3种胶凝体系HSC强度回归模型的回归效果和预测精度均能满足预测要求。基于本文模型,可通过原材料配合比分别对C-F-Si-G四元胶凝体系、C-F-G三元胶凝体系和C-F二元胶凝体系HSC的28 d抗压强度进行预测。 Abstract: The data base of 225 sets of high-strength concrete(HSC) mix ratio and compressive strength curing for 28 d were established for predicting the strength of HSC accurately. Spearman correlation analysis was performed on statistical variables, and 3 multiple nonlinear regression models of different cementitious systems were established based on the enter method for strength prediction of HSC. The data distribution of scatter plots and residual plots of the predicted values and actual values of different prediction models were analyzed, and the goodness of fit index and the relative error index were also analyzed for model evaluation comprehensively. The results show that the dosage of silica fume, water-binder ratio, binder amount and water reducing agent dosage have a very significant effect on the compressive strength of HSC, the degree of importance decreases successively, and the P value is all less than 0.01. The regression results and prediction accuracy of all the prediction models can meet the prediction requirements. Based on this model, the 28 d compressive strength of HSC of the C-F-Si-G quaternary cementitious system, C-F-G ternary cementitious system and C-F dual cementitious system can be predicted through the different models based on material mixing ratio.
甘彬霖,冯旭海,毕经龙,等.基于多元非线性回归模型的高强混凝土强度预测研究[J].混凝土与水泥制品,2022(2):1-7. GAN B L,FENG X H,BI J L,et al.Research on the Multiple Nonlinear Regression Prediction Model for Compressive Strength of High-strength Concrete[J].China Concrete and Cement Products,2022(2):1-7.
我国铁路混凝土结构耐久性发展现状与展望
我国铁路混凝土结构耐久性发展现状与展望
  • 渠亚男1,2,仲新华1,2,王家赫1,2,李享涛1,2,苏婉玉1,2,谢永江1,2
2022年第2期
摘要
引用本文
摘   要:总结了我国铁路混凝土结构耐久性的发展历程,介绍了我国铁路混凝土结构耐久性的保障方法,并结合现阶段我国铁路工程建设特点,指出了铁路混凝土结构耐久性依然面临服役环境复杂化、原材料资源短缺和过早劣化等挑战,提出了铁路混凝土结构耐久性长寿命化、定量化、智能化和可预测性的发展趋势。 Abstract: The development history for the durability of railway concrete structures in China is summarized, and the guarantee methods for the durability of railway concrete structures in China is introduced. Based on the characteristics of railway engineering construction in China at the present stage, it is pointed out that the durability of railway concrete structures still faces challenges, such as complicated service environment, shortage of raw materials and premature deterioration. The development trends of longer service life, quantification, intelligentization and predictability for the durability of railway concrete structures are put forward.
渠亚男,仲新华,王家赫,等.我国铁路混凝土结构耐久性发展现状与展望[J].混凝土与水泥制品,2022(2):8-12,17. QU Y N,ZHONG X H,WANG J H,et al.Development Situation and Expectation on the Durability of Railway Concrete Structures in China[J].China Concrete and Cement Products,2022(2):8-12,17.
骨料级配和粉煤灰掺量对透水混凝土性能的影响
骨料级配和粉煤灰掺量对透水混凝土性能的影响
  • 王 婕,杨建永,张裕显,刘 建,娄建新,李 俊
2022年第2期
摘要
引用本文
摘   要:分别选取了不同粒径(2~5 mm、5~10 mm和10~15 mm)的骨料进行双粒级混合,在水灰比为0.32的条件下,调整粉煤灰掺量(10%、20%、30%)制备了目标孔隙率为18%的透水混凝土试件。并对试件的抗压强度、有效孔隙率以及透水系数进行了测试,得出了骨料级配和粉煤灰掺量对透水混凝土抗压强度和透水性能的影响规律。结果表明:当骨料混合比例m5~10 mm∶m10~15 mm=5∶5 ,粉煤灰掺量为20%时,透水混凝土性能最佳,抗压强度达到21.2 MPa,透水系数可达到 1.45 mm/s。 Abstract: In order to study the influence of aggregate particle size grading and admixture on the performance of pervious concrete, 2~5 mm, 5~10 mm and 10~15 mm of aggregate particle sizes were selected to mix them in pairs. Under the condition of water-cement ratio of 0.32, 10%, 20% and 30% of fly ash content were selected respectively to prepare pervious concrete test blocks with target porosity of 18%. The influence rules of aggregate gradation and fly ash content on the compressive strength and water permeability of pervious concrete were obtained by measuring the compressive strength, effective porosity and water permeability coefficient of the test block. The results show that when the aggregate mixing ratio m5~10 mm∶m10~15 mm is 5∶5, and the fly ash content is 20%, the pervious concrete has the best performance, the strength can reach 21.2 MPa, and the pervious coefficient is 1.45 mm/s.
王婕,杨建永,张裕显,等.骨料级配和粉煤灰掺量对透水混凝土性能的影响[J].混凝土与水泥制品,2022(2):13-17. WANG J,YANG J Y,ZHANG Y X,et al.Influence of Particle Size Gradation of Aggregate and Fly Ash Content on the Performance of Pervious Concrete[J].China Concrete and Cement Products,2022(2):13-17.
石粉含量对C35混凝土性能的影响及机理分析
石粉含量对C35混凝土性能的影响及机理分析
  • 张会平,冯月娥
2022年第2期
摘要
引用本文
摘   要:为了研究石粉含量对中低强度机制砂混凝土性能的影响,设计了4组不同石粉含量的C35机制砂混凝土,并进行了力学性能、耐久性能以及微观结构测试和分析。结果表明:适量的石粉可以优化混凝土的孔隙结构,有利于提高混凝土的早期抗裂性能、劈裂抗拉强度、抗压强度和抗氯离子渗透性能;过量的石粉会增加混凝土早期开裂风险,且对混凝土强度不利;建议在配制此类低强度等级混凝土时,机制砂的石粉含量应控制在20%以内。 Abstract: In order to study the influence of manufactured sand powder content on the performance of low and medium strength grade of concrete, 4 groups of C35 manufactured sand concrete with different stone powder content were designed, and the mechanical properties, durability and the microstructure were tested and analyzed. The research results show that the appropriate content of stone powder can optimize the pore structure of concrete, which is beneficial to the improvement the early crack resistance, splitting tensile, compressive strength and chloride ion penetration resistance of concrete. Excessive stone powder will increase the risk of concrete cracking at an early age, and it will have a variety of deteriorating effects on the strength of concrete. It is recommended that the content of manufactured sand powder for the preparation of low strength grade concrete should be controlled within 20%.
张会平,冯月娥.石粉含量对C35混凝土性能的影响及机理分析[J].混凝土与水泥制品,2022(2):19-21,26. ZHANG H P,FENG Y E.The Influence of Stone Powder Content on the Performance of C35 Concrete and Its Mechanism Analysis[J].China Concrete and Cement Products,2022(2):19-21,26.
透水混凝土强度与透水系数关系模型研究
透水混凝土强度与透水系数关系模型研究
  • 曲广雷1,2,常广利2,王显利2,李梓赫3,刘浩宇3,孙祥涛2,李 欣2
2022年第2期
摘要
引用本文
摘   要:为建立透水混凝土抗压强度与透水系数的定量关系模型,制备了透水混凝土试件,并测试了试件的有效孔隙率、透水系数和28 d抗压强度。结合现有模型,建立了基于Griffith断裂理论的数学关系模型,并验证了模型的有效性;基于本文提出的模型,选取合适参数,可以对透水混凝土性能进行有效预测。 Abstract: In order to establish a quantitative relationship model between the compressive strength and the permeable coefficient of pervious concrete, pervious concrete specimens were prepared through laboratory tests, and the effective porosity, permeable coefficient and 28 d compressive strength were measured. Combined with the existing model, the mathematical relation model based on Griffith fracture theory was established and the validity of the model was verified. Based on the model proposed in this article, selecting appropriate parameters can effectively predict the performance of pervious concrete.
曲广雷,常广利,王显利,等.透水混凝土强度与透水系数关系模型研究[J].混凝土与水泥制品,2022(2):22-26. QU G L,CHANG G L,WANG X L,et al.Study on the Relationship Model Between Pervious Concrete Strength and Pervious Coefficient[J].China Concrete and Cement Products,2022(2):22-26.
酸激发胶凝材料的力学性能与激发原理综述
酸激发胶凝材料的力学性能与激发原理综述
  • 李金丞1 ,王 磊1 ,张晓伟1 ,张栋梁1 ,王觅堂1,2
2022年第2期
摘要
引用本文
摘   要:综述了近几年国内外各类酸激发胶凝材料的研究成果,对酸激发胶凝材料力学性能的相关研究进行了总结,同时对酸激发胶凝材料力学性能的影响因素如酸的种类、酸的浓度、养护条件以及掺外加剂等进行了归纳,还介绍了典型的酸性激发剂磷酸、醋酸、硫酸激发胶凝材料的水化机理和激发过程中所发生的地质聚合反应。 Abstract: The research results of various acid-activated cementitious materials at home and abroad in recent years are reviewed. The related research on the mechanical properties of acid-activated cementitious materials is summarized, and the factors affecting the mechanical properties of acid-activated cementitious materials, such as acid type, acid concentration, curing conditions, and admixtures, are also summarized. The hydration mechanism of the typical acidic activator phosphoric acid, acetic acid, and sulfuric acid to activate the gelling material and the geological polymerization reaction during the excitation process are introduced.
李金丞,王磊,张晓伟,等.酸激发胶凝材料的力学性能与激发原理综述[J].混凝土与水泥制品,2022(2):27-31,37. LI J C,WANG L,ZHANG X W,et al.Review on Mechanical Property and Excitation Mechanism of Acid-activated Cementitious Materials[J].China Concrete and Cement Products,2022(2):27-31,37.
上一页
1

关注《混凝土与水泥制品》

总访问量 468,401   网站统计

官方微信公众号关闭
苏州混凝土水泥制品研究院有限公司

关于我们    |    联系我们    |    订购杂志    |    回到顶部

版权所有:中国混凝土与水泥制品网  苏ICP备10086386号   网站建设:中企动力 苏州

版权所有:中国混凝土与水泥制品网

苏ICP备10086386号

网站建设:中企动力 苏州