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第一期

高性能锂渣混凝土的研究及应用
高性能锂渣混凝土的研究及应用
  • 刘登贤,麻鹏飞,吴 鑫,陈浏全,周楷文,谭先长
2018年第1期
摘要
引用本文
摘 要:为了将工业副产品锂渣应用到混凝土中,试验分析了锂渣的物相成分和化学组成,先将锂渣单掺取代水泥,再将锂渣分别与矿渣、粉煤灰双掺到混凝土中,研究锂渣对混凝土工作性能、力学性能、耐久性的影响。结果表明,锂渣取代10%~20%的水泥后,混凝土和易性良好,但锂渣掺量大于20%时,随着锂渣掺量的增大混凝土黏稠度增大。粉煤灰与锂渣双掺时,混凝土的工作性好于锂渣与矿粉双掺;锂渣掺量在10%~40%时,符合混凝土早期凝结时间要求;混凝土吸水率随着锂渣掺量的增大先增大后减小,并随着养护龄期的增加而降低;采用锂渣与矿粉、粉煤灰双掺技术,有助于提高混凝土的长期抗氯离子渗透性能。 Abstract: To apply lithium slag(a kind of industrial by-product) in concrete, the phase composition and chemical composition of lithium-slag are analyzed. Firstly, the cement is replaced with single doped lithium slag. Then the influence of lithium slag on the workability, mechanical properties, durability of concrete is carried out with the lithium slag and slag, fly ash respectively double mixing. The result shows that when the dosage is 10%~20%, it can improve the workability of concrete. But when the dosage is more than 20%, concrete viscosity increases with the increasing of lithium-slag content. The workability of lithium-slag and fly ash mixed is better than that of the mixture of lithium slag and mineral powder. When the dosage is 10%~40%, it can conform to the requirements of the setting time of the early concrete. The water absorption of concrete increases first then decreases with the increase of lithium-slag content, and reduce with the increase of curing age. Using the double mixing technology of the lithium-slag and ash, fly ash can improve the chloride resistance permeability of concrete.
刘登贤,麻鹏飞,吴鑫,等.高性能锂渣混凝土的研究及应用[J].混凝土与水泥制品,2018(1):96-100. LIU D X,MA P F,WU X,et al.Study and Application of High Performance Lithium-slag Concrete[J].China Concrete and Cement Products,2018(1):96-100.
石中泥粉对混凝土性能的影响研究
石中泥粉对混凝土性能的影响研究
  • 刘 浩1,2,路振刚3,4,刘亚莲4,赵 阳4,胡云鹤4,张治洲4,孟继慧4,蔡景顺1,2
2018年第1期
摘要
引用本文
摘 要:通过净浆、砂浆试验排除了水泥、粉煤灰、矿粉及砂子造成坍落度快速损失的可能。通过混凝土中掺入不同比例的泥粉,考察了泥粉对混凝土坍落度、扩展度、含气量及强度的影响,结合荧光、XRD和总有机碳吸附试验分析了泥粉产生影响的原因。试验结果表明,聚羧酸减水剂主要被泥粉中蒙脱土大量吸附,使聚羧酸减水剂的塑化性能严重降低;泥粉的掺入使混凝土初始含气量有所降低,但对混凝土含气量的稳定较为有利;抗压强度的降低可能因为泥粉削弱了混凝土界面过渡区。 Abstract: The possibility of slump loss of cement, fly ash, mineral powder and sand was eliminated by the cement paste and mortar test. The influence of clay on the slump, slump flow, air content and compression strength of concrete is studied by XFR, XRD and TOC. The results showed that montmorillonite are contained in the clay and the adsorption of superplasticizer is the main cause of property reduced. Compared with concrete with no clay, air content decreases and remains stable when clay added in concrete. The decrease of compression strength may due to weakening of the interfacial transition zone.
刘浩,路振刚,刘亚莲,等.石中泥粉对混凝土性能的影响研究[J].混凝土与水泥制品,2018(1):93-95. LIU H,LU Z G,LIU Y L,et al.Influence Research of Clay on Properties of Concrete[J].China Concrete and Cement Products,2018(1):93-95.
C50混凝土温升模拟及其在超大体积底板中的应用
C50混凝土温升模拟及其在超大体积底板中的应用
  • 朱春银1,赵 峰1,林 玮2,武建好1,李佳加1,姚 婷2
2018年第1期
摘要
引用本文
摘 要:结合南京金鹰天地广场项目三栋塔楼大体积底板混凝土施工及技术要求,模拟浇筑C50P10大体积混凝土深基坑,同时通过预埋传感器的方法对混凝土进行温度和变形监测,可为实际生产提供技术依据。 Abstract: Based on the concrete construction and technical requirements of the large baseplate of three towers in Nanjing GOLD EAGLE square, the concrete pouring of C50P10 was simulated to provide the technical basis for the actual production. Meanwhile, real-time monitoring of concrete pit for temperature and deformation was carried out by embedded sensors.
朱春银,赵峰,林玮,等.C50混凝土温升模拟及其在超大体积底板中的应用[J].混凝土与水泥制品,2018(1):89-92. ZHU C Y,ZHAO F,LIN W,et al.Simulation of Temperature Rise of C50 Concrete and Its Application in Super Large Baseplate[J].China Concrete and Cement Products,2018(1):89-92.
筏板基础大体积混凝土水化热温度场数值模拟
筏板基础大体积混凝土水化热温度场数值模拟
  • 刘亚朋1,2,古 铮1,2,李 盛1,2,王起才1,2,宁贵霞1,2,贾 涛3
2018年第1期
摘要
引用本文
摘 要:采用三维数值模拟某筏板基础工程,分析了不同厚度处的水化热温度场分布。结果表明,筏板基础不同厚度处混凝土内部最高温度均随着入模温度的提高而增加,表面温度随着保温措施的增加而增大。最后,对于B2区筏板基础提出了最优方案,即入模温度为20℃,8.25m、3.4m、2.7m厚度处分别采用5cm、2cm、2cm厚橡塑板保温,最大温差值均控制在20~25℃。 Abstract: Three-dimensional numerical simulation of a raft foundation project is used to analyze the temperature distribution of hydration heat at different thickness. The results show that the interior maximum temperature of concrete in different thickness of raft foundation increases with the increase of molding temperature, and the surface temperature increases with the increase of thermal insulation measures. Finally, the optimum scheme is put forward for the raft foundation of B2 district, which takes the mold temperature of 20 degrees and use 5cm, 2cm and 2cm thickness rubber plastic plate for insulation measure of 8.25m, 3.4m and 2.7m meter thickness, the maximum temperature difference being should be controlled between 20 degrees to 25 degrees.
刘亚朋,古铮,李盛,等.筏板基础大体积混凝土水化热温度场数值模拟[J].混凝土与水泥制品,2018(1):84-88. LIU Y M,GU Z,LI S,et al.Numerical Simulation of Hydration Heat Temperature Field of Mass Concrete of Raft Foundation[J].China Concrete and Cement Products,2018(1):84-88.
普通混凝土拌合物用砂含泥量测定装置的设计
普通混凝土拌合物用砂含泥量测定装置的设计
  • 付希尧
2018年第1期
摘要
引用本文
摘 要:结合建材检测专业教学及科研实验,设计并研制了一种便携式普通混凝土拌合物用砂含泥量测定装置。混凝土拌合物用砂含泥量测定装置通过采用PLC控制器、液位和浊度自动检测装置解决了常规试验操作复杂、测试设备不便于携带、试验数据重复性较差等问题,减少了人为操作误差的影响,也提高了测试数据的准确性。 Abstract: Combined with the construction materials testing professional experiment teaching and scientific research, aegular concrete sand measuring device for a portable clay content was designed and developed, which can reduce the effect of human error and improve the accuracy of test data by adopting the PLC controller, liquid level and turbidity automatic detection devices. In addition, the test device has advantages in operation, portability and stability.
付希尧.普通混凝土拌合物用砂含泥量测定装置的设计[J].混凝土与水泥制品,2018(1):80-83. FU X R.Designing of the Measuring Device for Clay Content of Ordinary Concrete[J].China Concrete and Cement Products,2018(1):80-83.
提高径向挤压制管工艺钢筋骨架质量的措施研究
提高径向挤压制管工艺钢筋骨架质量的措施研究
  • 赵瑞军
2018年第1期
摘要
引用本文
摘 要:为了满足径向挤压制管工艺对钢筋骨架的特殊质量要求,分别从提高滚焊机生产效率、钢筋骨架焊接质量、骨架尾端垂直度控制、纵向筋扭曲控制、保护层厚度控制、承口斜坡段角度控制出发,研究了提高钢筋骨架质量的措施,以期提高径向挤压制管工艺制管质量。 Abstract: In order to meet the special quality of radial extrusion pipe process on reinforcement skeleton, the production efficiency, welding quality of rolling machine, welding quality, steel skeleton skeleton end longitudinal rib distortion verticality, concrete protection layer thickness, socket crossing angle control were studied to improve steel skeleton quality measures to improve the pipe quality of radial extrusion process.
赵瑞军.提高径向挤压制管工艺钢筋骨架质量的措施研究[J].混凝土与水泥制品,2018(1):77-79. ZHAO R J.Measure Study on Quality of Reinforcement Skeleton for Improving the Radial Extrusion Pipe Process[J].China Concrete and Cement Products,2018(1):77-79.
二次预应力组合梁框架体系研究
二次预应力组合梁框架体系研究
  • 楼 卓
2018年第1期
摘要
引用本文
摘 要:基于二次预应力梁的特点,将二次预应力组合梁引入民用建筑的大跨度框架体系中。总结了二次预应力组合梁框架的设计要点,提出了二次预应力组合梁框架的构造要点和施工措施,同时进行了二次预应力组合梁和普通后张法预应力梁对比算例分析。最后得出二次预应力组合梁框架体系具有很大应用前景。 Abstract: Based on the characteristics of the twice prestressed beams, the twice prestressed composite beams was introduced into a large span frame system of civil buildings. The key points for the design of frame beam of twice prestressed composite beam frame system was summarized. The key points and construction measures of twice prestressed beam frame construction were proposed, and the examples between the twice prestressed concrete composite beam and the ordinary prestressed concrete beam were analyzed. In addition, it was concluded that the twice prestressed composite beam frame system has great application prospects.
楼卓.二次预应力组合梁框架体系研究[J].混凝土与水泥制品,2018(1):73-76+83. LOU Z.Research on Twice Prestressed Composite Beam Frame System[J].China Concrete and Cement Products,2018(1):73-76+83.
HRB500钢筋轻骨料混凝土梁端部局部受压性能试验研究
HRB500钢筋轻骨料混凝土梁端部局部受压性能试验研究
  • 肖志敏1,2,邵永健1,2,朱爱萍3,劳裕华1,2,张程远1,2
2018年第1期
摘要
引用本文
摘 要:为研究HRB500钢筋轻骨料混凝土梁端部的局部受压性能,进行了25个试件的试验,设计参数有轻骨料混凝土强度等级、Ab/Al、Acor/Al等。通过试验,获得了试件的破坏形态与破坏特征、试件的荷载-位移曲线等试验结果。试验结果表明:在本文试验参数范围内,试件的破坏形态均为劈裂破坏;配置钢筋骨架对局压承载力有一定的提高作用,但作用有限;轻骨料混凝土强度等级与Acor/Al越高,Ab/Al越小,局压承载力越高。通过分析,得到了HRB500钢筋轻骨料混凝土梁端部局部受压承载力的计算公式,计算值与试验值吻合良好。 Abstract: In order to make understanding of the local compression bearing capacity oflightweight aggregate concrete with HRB500 reinforcement experiments on strength of lightweight aggregate concrete, Ab / Al,Acor / Al of the 25 lightweight aggregate concrete specimens are completed. Experiment achieve the failure pattern and characteristics of the specimens,load-displacement curves and so on are achieved. Experimental results show that lightweight aggregate concrete with HRB500 reinforcement cageincrease bearing capacity in a certain range.The local loading bearing capacityincreasewhen the strength of lightweight aggregate concreteraise,the Acor / Al raiseorthe Ab / Al reduce.Besides, considering the influence of the local compression bearing capacity of the HRB500reinforcementcage,the bearing capacity calculation formula fitting the test results is set up.
肖志敏,邵永健,朱爱萍,等.HRB500钢筋轻骨料混凝土梁端部局部受压性能试验研究[J].混凝土与水泥制品,2018(1):68-72. XIAO Z M,SHAO Y J,ZHU A P,et al.Experimental Study on Local Compression Performance of Lightweight Aggregate Concrete Beam End with HRB500 Reinforcement[J].China Concrete and Cement Products,2018(1):68-72.
装配式轻钢复合保温外墙板的制备及其在村镇住宅中的节能效果评价
装配式轻钢复合保温外墙板的制备及其在村镇住宅中的节能效果评价
  • 吴炎平1,朱群敏1,李敏涛2
2018年第1期
摘要
引用本文
摘 要:为提高村镇住宅的建筑节能水平与产业化水平,研究制备了一种适用于农村低层建筑的水泥基装配式轻钢复合保温外墙板,并通过试验和数值模拟手段对该墙板的热工性能进行了研究。结果表明,装配式轻钢复合保温外墙板具有良好的建筑节能保温效果,满足夏热冬冷地区居住建筑50%节能设计要求,可以对新农村的建设起到示范作用,具备一定的推广应用价值。 Abstract: In order to improve the energy level of village buildings, a assembled light steel composite thermal insulation exterior wall panel that is suitable for rural low-rise buildings was developed. The thermal performance of the wall panel was studied by test and simulation method. The results show that the wall panel has a good building energy saving effect, which can meet 50% energy saving requirement of residential buildings in hot-summer and cold-winter zone, the wall panel plays a very good demonstration role in new rural construction, owning value of promotion and application.
吴炎平,朱群敏,李敏涛.装配式轻钢复合保温外墙板的制备及其在村镇住宅中的节能效果评价[J].混凝土与水泥制品,2018(1):63-67. WU Y P,ZHU Q M,LI M T.Preparation of Assembled Light Steel Composite Thermal Insulation Exterior Wall Panel and Its Energy Saving Influence Evaluation in Village Construction[J].China Concrete and Cement Products,2018(1):63-67.
聚甲醛纤维对混凝土性能的影响
聚甲醛纤维对混凝土性能的影响
  • 张丽辉1,2,刘建忠1,2,周华新1,2,阳知乾1,2
2018年第1期
摘要
引用本文
摘 要:为了利用聚甲醛(POM)纤维的性能优势,并促进其在纤维混凝土领域的推广与应用,研究了POM纤维和PP纤维对混凝土新拌性能、塑性抗开裂性能、力学性能、体积稳定性和耐久性能的影响规律。结果表明,掺入POM纤维虽降低了混凝土的新拌性能、抗压强度和干燥收缩变形,但却有效提高了砂浆的塑性抗开裂能力、混凝土的劈裂抗拉强度和耐久性能。与PP纤维相比,当POM纤维和PP纤维的掺量相同时,掺加POM纤维的混凝土具有更为优异的新拌性能、塑性抗开裂能力、抗压强度、劈裂抗拉强度、抗氯离子渗透性能、抗碳化能力和抗冻性能。 Abstract: In order to use the advantages of polyoxymethylene (POM) fiber and promote its application in the field of fiber reinforced concrete, the effects of POM fiber and polypropylene (PP) fiber on the workability, anti-plastic-cracking property, mechanical performance, volume stability and durability of concrete are investigated. The experimental results showed that the inclusion of POM fiber can reduce the workability, compressive strength and drying shrinkage of concrete, but can improve the anti-plastic-cracking property, split tensile strength and durability of concrete. Compared to PP fiber, POM fiber reinforced concrete has better workability, anti-plastic-cracking capacity, compressive strength, split tensile strength and resistance to chloride ion permeability, carbonation and frost when the content of POM and PP fiber are the same.
张丽辉,刘建忠,周华新,等.聚甲醛纤维对混凝土性能的影响[J].混凝土与水泥制品,2018(1):58-62. ZHANG L H,LIU J Z,ZHOU H X,et al.Effects of Polyoxymethylene Fiber on Properties of Concrete[J].China Concrete and Cement Products,2018(1):58-62.
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