苏州混凝土水泥制品研究院有限公司

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发布时间:2020-01-06 00:00:00
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第二期

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.
混凝土与水泥制品行业“十四五”发展指南(节选)
混凝土与水泥制品行业“十四五”发展指南(节选)
  • 中国混凝土与水泥制品协会
2022年第2期
摘要
引用本文
中国混凝土与水泥制品协会.混凝土与水泥制品行业“十四五”发展指南(节选)[J].混凝土与水泥制品,2022(2):97-100.
盐雾侵蚀环境下铁尾矿砂再生混凝土的耐久性试验研究
盐雾侵蚀环境下铁尾矿砂再生混凝土的耐久性试验研究
  • 王志齐1,李 涛2
2022年第2期
摘要
引用本文
摘   要:研究了盐雾侵蚀环境下不同掺量铁尾矿砂再生混凝土的抗氯离子侵蚀性能。结果表明:相同条件下,未掺铁尾矿砂再生混凝土的氯离子侵蚀深度远高于普通混凝土的氯离子侵蚀深度;随着铁尾矿砂掺量的增加,氯离子侵蚀深度先降后增,当铁尾矿砂掺量为30%~40%时,试件的氯离子侵蚀深度小于普通混凝土和未掺铁尾矿砂再生混凝土的氯离子侵蚀深度;相同侵蚀深度处的自由氯离子含量随铁尾矿砂掺量的增加先降后增,当铁尾矿砂掺量为40%时,自由氯离子含量总体上达到最低;总氯离子含量随侵蚀时间的延长变化不大,结合氯离子含量随侵蚀时间的延长而降低,同时自由氯离子含量随侵蚀时间的延长而增加。 Abstract: The chloride ion corrosion resistance of recycled concrete with different iron tailings content in salt spray environment was studied. The results show that the chloride ion erosion depth of recycled concrete without iron tailings is much higher than that of ordinary concrete under the same conditions. With the increase of the content of iron tailings, the chloride ion erosion depth decreases first and then increases, and when the content of iron tailings is 30%~40%, the chloride ion erosion depth is less than those of ordinary concrete and recycled concrete without iron tailings. The free chloride ion content at the same erosion depth decreases first and then increases with the increase of the content of iron tailings, and when the content of iron tailings is 40%, the free chloride ion content is generally the lowest. The total chloride ion content does not change much with the extension of erosion time, and the combined chloride ion content decreases with the extension of erosion time, and the free chloride ion content increases with the extension of erosion time.
王志齐,李涛.盐雾侵蚀环境下铁尾矿砂再生混凝土的耐久性试验研究[J].混凝土与水泥制品,2022(2):92-96. WANG Z Q,LI T.Experimental Study on Durability of Iron Tailings Recycled Concrete in Salt Spray Environment[J].China Concrete and Cement Products,2022(2):92-96.
利用钢渣粉制备生态型超高性能混凝土的研究
利用钢渣粉制备生态型超高性能混凝土的研究
  • 王思雨1,2,曾 敏3,4,胡方杰3,4,余 睿1,5,水中和1,5,范定强1,6,王金楠1,6,冯 元1,2,谭珺辉2,王武峰5
2022年第2期
摘要
引用本文
摘   要:研究了钢渣粉替代部分水泥对超高性能混凝土(UHPC)性能的影响,验证了利用钢渣粉部分替代水泥制备生态型UHPC的可行性。结果表明:随着钢渣粉替代量的增加,UHPC的工作性得到改善;当钢渣粉替代量为200 kg/m3时,UHPC的密实度达到最大,且此时UHPC的抗压强度和抗氯离子渗透性能仍保持较好水平;随着钢渣粉替代量的增加,UHPC对生态环境的负面影响逐渐变小。 Abstract: The effect of steel slag powder replacing part of cement on the performance of ultra-high performance concrete(UHPC) was studied, and the feasibility of preparing ecological UHPC by partially replacing cement with steel slag powder was verified. The results show that with the increase of steel slag powder replacement amount, the workability of UHPC is improved. When the replacement amount of steel slag powder is 200 kg/m3, the compactness of UHPC reaches the maximum, and the compressive strength and chloride ion permeability of UHPC still maintain a good level. The negative impact of UHPC on the ecological environment gradually decreases with the increase of steel slag powder replacement amount.
王思雨,曾敏,胡方杰,等.利用钢渣粉制备生态型超高性能混凝土的研究[J].混凝土与水泥制品,2022(2):87-91. WANG S Y,ZENG M,HU F J,et al.Study on Preparation of Ecological Ultra-high Performance Concrete with Steel Slag Powder[J].China Concrete and Cement Products,2022(2):87-91.
抗裂剂与冷却水管协同控制金鸡湖隧道侧墙结构开裂应用研究
抗裂剂与冷却水管协同控制金鸡湖隧道侧墙结构开裂应用研究
  • 林立文1,王晨光1,康 健1,张 坚2,3,徐 文2,3,王育江2,3,贺 飞4,郑 彬5
2022年第2期
摘要
引用本文
摘   要:为了抑制金鸡湖隧道主体结构厚度为1.4 m侧墙的早期收缩裂缝,在优选原材料与配合比设计的基础上,提出了采用抗裂剂与冷却水管控温协同控制的方法来降低混凝土开裂风险,并通过理论评估与工程应用分析了该方法的可行性。结果表明:夏季高温施工时,通过使用抗裂剂与合理预埋、操作冷却水管来调控结构温升和变形,可将收缩开裂风险系数基本控制在0.7以下,实体结构监测结果也表明该方法切实有效。研究成果可为不具备严格控温条件的类似现浇隧道混凝土结构的开裂预防设计提供参考。 Abstract: In order to inhibit early-age shrinkage cracks of the sidewall with a thickness of 1.4 m in main structure of Jinji Lake Tunnel, based on the optimization of raw materials and mix proportion design, a cooperative control method of anti-cracking agent and cooling water pipe was proposed to reduce the concrete cracking risk, and the feasibility of this method was analyzed through theoretical evaluation and engineering application. The results show that the shrinkage cracking risk coefficient can be basically controlled below 0.7 by using anti-cracking agent and reasonably embedding and operating cooling water pipe to control the temperature rise and deformation of the structure during high temperature construction in summer. The monitoring results of actual structure also show that this method is effective. The research results can provide a reference for the crack prevention design of similar cast-in-place tunnel concrete structures without strict temperature control conditions.
林立文,王晨光,康健,等.抗裂剂与冷却水管协同控制金鸡湖隧道侧墙结构开裂应用研究[J].混凝土与水泥制品,2022(2):82-86. LIN L W,WANG C G,KANG J,et al.Study on the Effect of Anti-cracking Agent and Cooling Water Pipe on the Cracking of Sidewall Structure of Jinji Lake Tunnel[J].China Concrete and Cement Products,2022(2):82-86.
大跨度混凝土结构井字梁设计方法
大跨度混凝土结构井字梁设计方法
  • 白焕一
2022年第2期
摘要
引用本文
摘   要:通过对平面轴线尺寸为25.2 m×33.6 m大跨度楼盖的结构分析,探讨了大跨度混凝土结构的设计方法,提出了钢筋混凝土井字梁式楼盖结构的设计方案,可为类似大跨度楼盖结构的设计提供参考。 Abstract: Through the structural analysis of the long-span floor with a plane axis size of 25.2 m × 33.6 m, the design method of the long-span concrete structure is discussed, and the design scheme of the reinforced concrete well-shaped beam-type floor structure is put forward, which can provide a reference for the design of similar long-span floor structures.
白焕一.大跨度混凝土结构井字梁设计方法[J].混凝土与水泥制品,2022(2):76-81. BAI H Y.Design Method of Well-shaped Beam of Long-span Concrete Structures[J].China Concrete and Cement Products,2022(2):76-81.
ALC墙板在装配式混凝土建筑中应用的关键技术研究
ALC墙板在装配式混凝土建筑中应用的关键技术研究
  • 牛昌林1,冯力强2,吴星蓉1,周 磊1,魏宏亮1
2022年第2期
摘要
引用本文
摘   要:以围护体系ALC墙板在装配式混凝土建筑领域中应用的关键技术为研究重点,对ALC墙板的性能特点、设计原理、连接构造进行了分析,并对ALC墙板在寒冷地区的应用提出了建议。 Abstract: Focusing on the key technology of the application of the envelope system ALC wallboard in the field of prefabricated concrete buildings, the performance characteristics, design principles and connection structures of the ALC wallboard are analyzed, and some suggestions on the application of ALC wallboard in cold regions are put forward.
牛昌林,冯力强,吴星蓉,等.ALC墙板在装配式混凝土建筑中应用的关键技术研究[J].混凝土与水泥制品,2022(2):73-75. NIU C L,FENG L Q,WU X R,et al.Study on Key Technology of ALC Wallboard in Prefabricated Concrete Buildings[J].China Concrete and Cement Products,2022(2):73-75.
EPS轻混凝土干燥收缩性能试验研究
EPS轻混凝土干燥收缩性能试验研究
  • 郭向勇,李伟龙,王建军
2022年第2期
摘要
引用本文
摘   要:通过试验研究了陶粒、PP纤维、膨胀剂、胶凝材料用量以及环境条件对EPS轻混凝土干燥收缩性能的影响,探讨了不同密度等级EPS轻混凝土干燥收缩性能的变化规律。结果表明:EPS轻混凝土的收缩值在90 d内增长较快,180 d后收缩值增速减小;EPS轻混凝土的收缩值随着胶凝材料掺量的增加而增大;掺加膨胀剂、PP纤维以及采用覆膜养护能降低EPS轻混凝土的收缩值,掺入适量陶粒能有效降低EPS轻混凝土的收缩值;低温环境会使EPS轻混凝土的收缩值显著增大;EPS轻混凝土的干燥收缩性能与EPS轻混凝土的组分和各组分材料配比密切相关;采用对数型收缩值计算模型可对EPS轻混凝土的收缩值进行预测。 Abstract: The effects of ceramsite, polypropylene fiber, expansive agent, cementitious materials content and environmental conditions on the drying shrinkage performance of EPS lightweight concrete were studied, and the variation laws of drying shrinkage performance of EPS lightweight concrete with different density grades were studied. The results show that the shrinkage value of EPS lightweight concrete increases rapidly within 90 days, and the growth rate of shrinkage value decreases after 180 days. The shrinkage value of EPS lightweight concrete increases with the increase of cementitious materials content. The shrinkage value of EPS lightweight concrete can be reduced by adding expansive agent, polypropylene fiber and film curing. Adding appropriate amount of ceramsite can effectively reduce the shrinkage value of EPS lightweight concrete. Low temperature environment will significantly increase the shrinkage value of EPS lightweight concrete. The drying shrinkage performance of EPS lightweight concrete is closely related to the components of EPS lightweight concrete and the material ratio of each component. The shrinkage value of EPS lightweight concrete can be predicted by using the logarithmic shrinkage value calculation model.
郭向勇,李伟龙,王建军.EPS轻混凝土干燥收缩性能试验研究[J].混凝土与水泥制品,2022(2):68-72. GUO X Y,LI W L,WANG J J.Experimental Study on Drying Shrinkage of EPS Lightweight Concrete[J].China Concrete and Cement Products,2022(2):68-72.
密拼式钢筋桁架混凝土叠合板力学性能及最大裂缝宽度研究
密拼式钢筋桁架混凝土叠合板力学性能及最大裂缝宽度研究
  • 王丽倩1,杨 杰1,金 星2,张耀庭1
2022年第2期
摘要
引用本文
摘   要:由于密拼式钢筋桁架混凝土叠合板天然存在50~60 mm深度的拼缝,故有必要对其最大裂缝宽度问题进行深入研究。为此,设计制作了3块密拼式叠合板、1块后浇带式叠合板和1块整浇预制板,对其进行了静载试验。试验及数值模拟结果表明,通过公式?滓s≤0.6fyk限制开裂截面处受拉钢筋的钢筋应力能较好地保证密拼拼缝钢筋桁架叠合板在正常使用过程中的最大裂缝宽度的控制问题。 Abstract: It is necessary to study the maximum crack width of reinforced truss concrete composite slab because of its natural seam of 50~60 mm depth. For this reason, three close assembled composite slabs, one post-cast strip composite slab and one precast slab were designed and manufactured, and the static load tests were carried out. The test and numerical simulation results show that limiting the tensile stress of steel bar at cracked section by the formula ?滓s≤0.6fyk can ensure the control of maximum crack width of reinforced truss concrete composite slab with close stitching joints in normal operation.
王丽倩,杨杰,金星,等.密拼式钢筋桁架混凝土叠合板力学性能及最大裂缝宽度研究[J].混凝土与水泥制品,2022(2):61-67. WANG L Q,YANG J,JIN X,et al.Study on the Mechanical Properties and Maximum Crack Width of the Reinforced Truss Concrete Composite Slabs[J].China Concrete and Cement Products,2022(2):61-67.
玄武岩纤维增强全再生粗骨料混凝土力学性能试验研究
玄武岩纤维增强全再生粗骨料混凝土力学性能试验研究
  • 许安邦1,苏炜炜2,梁宇涵2,陈宗平2,3
2022年第2期
摘要
引用本文
摘   要:研究了玄武岩纤维掺量对全再生粗骨料混凝土抗压和抗折强度、破坏形态、单轴受压应力-应变曲线的影响。结果表明:掺入玄武岩纤维后,试件的抗压强度提高,受压破坏时的整体性更好;随着玄武岩纤维掺量的增加,试件的抗折强度逐渐增大,所有抗折试件均为峰值后脆性破坏;随着玄武岩纤维掺量的增加,试件的峰值应力先增大后减小,峰值应变、静压弹性模量和轴压韧性比总体均呈增大趋势。 Abstract: The effects of basalt fiber content on the compressive and flexural strength, failure mode and uniaxial stress-strain curve of fully recycled coarse aggregate concrete were studied. The results show that after adding basalt fiber, the compressive strength of the specimen is improved and the integrity of compression failure is better. With the increase of basalt fiber content, the flexural strength of the specimens increases gradually, and all flexural specimens are brittle failure after peak value. With the increase of basalt fiber content, the peak stress increases first and then decreases, and the peak strain, static elastic modulus and axial compressive toughness ratio increase as a whole.
许安邦,苏炜炜,梁宇涵,等.玄武岩纤维增强全再生粗骨料混凝土力学性能试验研究[J].混凝土与水泥制品,2022(2):56-60. XU A B,SU W W,LIANG Y H,et al.Experimental Study on Mechanical Properties of Basalt Fiber Reinforced Fully Recycled Coarse Aggregate Concrete[J].China Concrete and Cement Products,2022(2):56-60.
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