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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混凝土研究

混凝土早强剂低温性能试验研究
混凝土早强剂低温性能试验研究
  • 张 丰,白 银,陈 波,宁逢伟,吕乐乐,胡海明
2021年第7期
摘要
引用本文
摘   要:从强度、凝结时间、水化热及混凝土工作性、耐久性等方面比较了5种混凝土早强剂在低温环境下的性能差异,综合评价了市售混凝土早强剂的低温使用效果。结果表明:5 ℃养护下,早强剂使砂浆7 d强度均有一定程度提高,但1 d强度仍比较低,且会使28 d强度倒缩;早强剂的掺入可促进低温下水泥的水化,使水化诱导期缩短,最大放热速率、放热量增大;掺D、E早强剂对混凝土工作性影响不大,满足实际工程施工性能的要求,可一定程度提高混凝土早期强度,但低温早强效果仍有限,且会导致混凝土后期性能下降。 Abstract: The performance differences of five kinds of commercial concrete early-strength agents at low temperature were compared from the perspectives of compressive strength, setting time, hydration heat, and workability and durability of concrete, and the application effect of the early-strength agents currently on the market was evaluated. The results show that under 5 ℃ curing, the early-strength agent can increase the strength of the mortar to a certain extent, but the strength of 1 d is still relatively low, and it will shrink the strength of 28 d. The incorporation of the early-strength agent can promote the hydration of cement at low temperature, shorten the hydration induction period, and increase the maximum heat release rate and heat release. Adding D and E early-strength agents has little effect on the workability of concrete, which meets the requirements of actual engineering construction performance and can increase the early strength of concrete to a certain extent. However, the effect of low-temperature early-strength is still limited, and adding early-strength agents will cause the later performance of concrete to decline.
张丰,白银,陈波,等.混凝土早强剂低温性能试验研究[J].混凝土与水泥制品,2021(7):1-6. ZHANG F,BAI Y,CHEN B,et al.Study on the Propery of Early-strength Agent of Concrete at Low Temperature[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(7):1-6.
碱激发胶凝材料的研究现状
碱激发胶凝材料的研究现状
  • 丁 锐,何 月,李星辰
2021年第7期
摘要
引用本文
摘   要:对碱激发胶凝材料在制备工艺、胶凝组分、激发方式以及应用方面进行了综述,论述了碱激发胶凝材料作为绿色土木工程材料、快速修复和处理有毒、放射性废弃物等方面的最新应用进展,分析了碱激发胶凝材料所面临的挑战,并对碱激发胶凝材料的研究前景进行了展望。 Abstract: The preparation process, bonding components, excitation methods and applications of alkali-activated gelling materials are summaried. The latest application progress of alkali-activated cementitious materials as green civil engineering materials, rapid repair and treatment of toxic and radioactive wastes is discussed. The challenges faced by alkali-activated cementitious materials are analyzed, and the developing trend of alkali-activated cementitious materials is prospected.
丁锐,何月,李星辰.碱激发胶凝材料的研究现状[J].混凝土与水泥制品,2021(7):7-11. DING R,HE Y,LI X C.Research Status of Alkali-activated Cementitious Materials[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(7):7-11.
碳纳米管水泥砂浆压阻效应预测
碳纳米管水泥砂浆压阻效应预测
  • 王燕锋1,2, 赵晓华1,边亚东2,赵 毅2,王爱勤3
2021年第7期
摘要
引用本文
摘   要:为了深入探讨碳纳米管水泥砂浆的电导特性,在细观力学的基础上提出了预测碳纳米管水泥基复合材料压阻效应的数学模型。该模型基于Mori-Tanaka方法,考虑碳纳米管之间的隧穿电导,可求出碳纳米管复合水泥基体的有效电导;此外,还考虑了应变作用下孔隙水离子电导随空隙连通性变化对碳纳米管水泥基复合材料压阻效应的影响,根据试验结果拟合出相关预测参数。结果表明:考虑离子电导的影响,根据提出的预测模型求出的压阻效应预测值与试验结果符合较好。 Abstract: In order to study the electrical conductivity of multi-walled carbon nanotubes (MWCNTs) reinforced cement-based materials, a mathematical model for predicting the piezoresistive effect of MWCNTs reinforced cement-based materials was proposed on the basis of micromechanics. Based on Mori Tanaka method and considering the tunneling conductivity between carbon nanotubes, the effective conductivity of MWCNTs reinforced cement matrix could be calculated. In addition, the influence of ionic conductivity of pore water on piezoresistive effect of MWCNTs reinforced cement-based materials under strain was also considered. According to the test results, the relevant prediction formula was fitted. The results show that considering the influence of ionic conductivity, the prediction results of piezoresistive effect given by the prediction model are in good agreement with the experimental results.
王燕锋,赵晓华,边亚东,等.碳纳米管水泥砂浆压阻效应预测[J].混凝土与水泥制品,2021(7):12-16. WANG Y,ZHAO X H,BIAN Y D,et al.Prediction of Piezoresistive Effect of Carbon Nanotube Reinforced Cement Mortar[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(7):12-16.
清水混凝土外观气泡稳定控制方法及其工程 应用
清水混凝土外观气泡稳定控制方法及其工程 应用
  • 韩向朝1,潘 毅1,柳现杰1,张 旋2,3,张 健2,3,钱春香2,3
2021年第7期
摘要
引用本文
摘   要:为解决清水混凝土外观气泡控制问题,基于实验室试验确定了外观气泡稳定控制的高鲁棒性材料参数区间,并提出了清水混凝土外观气泡的定量评价指标和方法。工程实践表明,外观气泡控制的材料参数区间对于不同施工参数具有良好的抗干扰能力,可实现外观气泡的稳定控制。 Abstract: In order to solve the problem of appearance pore control of fair-faced concrete, a material parameter robust interval for stable control of appearance pores was determined based on experiments in laboratory, and a quantitative evaluation index and method for appearance pores of fair-faced concrete was proposed. Engineering practice shows that, the material parameter interval of appearance pores has good anti-interference ability for different construction parameters, and can achieve stable control of appearance pores.
韩向朝,潘毅,柳现杰,等.清水混凝土外观气泡稳定控制方法及其工程应用[J].混凝土与水泥制品,2021(7):17-20,25. HAN X C,PAN Y,LIU X J,et al.Stable Control Method for Appearance Pores of Fair-faced Concrete and Its Engineering Application[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(7):17-20,25.
水灰比和硫酸钠浓度对水泥基材料劣化过程的影响
水灰比和硫酸钠浓度对水泥基材料劣化过程的影响
  • 王金川1,陈 登2
2021年第7期
摘要
引用本文
摘   要:对浸泡在0.44%和5.00%硫酸钠溶液中水灰比为0.24、0.28和0.32的硬化水泥浆体不同龄期下的膨胀率、质量损失和抗压抗蚀系数等性能进行了研究,并采用差热分析仪(DSC)、X射线衍射仪(XRD)和扫描电镜(SEM)对侵蚀产物物相和微结构进行了分析。结果表明:水泥浆体出现由边角向内部逐层侵蚀,导致水泥试件膨胀、开裂和剥落;增加水灰比和环境中硫酸根离子浓度都会加速侵蚀破坏;在高浓度侵蚀环境下,劣化过程包含慢速破坏阶段和快速破坏阶段,石膏的大量形成是引起试件快速破坏的主要原因。 Abstract: The expansion, mass loss and compressive corrosion resistance coefficient of hardened cement pastes, with water cement ratio of 0.24, 0.28 and 0.32, soaked in 0.44% and 5.00% sodium sulfate solutions, were studied at different ages. The phases and microstructure of attacked specimens were analyzed by differential scanning calorimeter (DSC), X-Ray diffractometer(XRD) and scanning electron microscope(SEM). The results show that the cement paste specimens are attacked layer by layer from the corner to the inside, causing the expansion, cracking and spalling. The increase of water cement ratio and sulfate ion concentration in the environment can all accelerate the erosion damage. In the environment of high sulfate concentration, the deterioration process includes slow and fast failure stages, and the formation of a large number of gypsum is the main reason for the rapid failure of specimens.
王金川,陈登.水灰比和硫酸钠浓度对水泥基材料劣化过程的影响[J].混凝土与水泥制品,2021(7):21-25. WANG J C,CHEN D.Influence of W/C and Sulfate Concentration on Deterioration Process of Cement Based Material[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(7):21-25.
再生骨料透水混凝土的研究进展
再生骨料透水混凝土的研究进展
  • 肖力光,孟祥博
2021年第7期
摘要
引用本文
摘   要:介绍了建筑废弃物混凝土破碎所得的再生骨料替代天然骨料的透水混凝土,总结了孔隙率、再生骨料级配和取代率、骨料包裹强化处理、外加剂、细菌强化等因素对再生骨料透水混凝土性能的影响,综述了再生骨料透水混凝土的研究和应用现状,并对其未来的研究重点与方向作出了展望。 Abstract: The construction waste pervious concrete by crushing the recycled aggregate instead of natural aggregate was introduced. The porosity, recycled aggregate gradation and aggregate package strengthening processing, admixture , bacteria strengthening methods on the performance were summarized. The research and application status of recycled aggregate pervious concrete were reviewed, and the future research focus and direction of recycled aggregate pervious concrete were prospected.
肖力光,孟祥博.再生骨料透水混凝土的研究进展[J].混凝土与水泥制品,2021(7):26-29,37. XIAO L G,MENG X B.Research Progress of Recycled Aggregate Pervious Concrete[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(7):26-29.
静养时间对蒸养机制砂混凝土抗压强度和耐久性的影响
静养时间对蒸养机制砂混凝土抗压强度和耐久性的影响
  • 贡鑫茹1,耿 健2,3,李玲玉1
2021年第7期
摘要
引用本文
摘   要:研究了静养时间对蒸养机制砂混凝土抗压强度和耐久性的影响。结果表明:延长静养时间,可以增大蒸养机制砂混凝土的抗压强度,有利于耐久性能的提升;静养时间过长,蒸养机制砂混凝土抗压强度的增长幅度不大。 Abstract:  The influence of the static curing time on the compressive strength and durability of steam curing machine-made sand concrete was studied. The results show that the compressive strength of steam curing machine-made sand concrete can be increased, and its durability can be improved by prolonging the static curing time. However, the compressive strength of steam curing machine-made sand concrete will not increase significantly if the static curing time is too long.
贡鑫茹,耿健,李玲玉.静养时间对蒸养机制砂混凝土抗压强度和耐久性的影响[J].混凝土与水泥制品,2021(7):30-32. GONG X R,GENG J,LI L Y.Effect of Static Curing Time on the Compressive Strength and Durability of Steam Curing Machine-made Sand Concrete[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(7):30-32.
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