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Anti-Crack Performance of Low-Heat Portland Cement Concrete 被引量:4
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作者 杨华全 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2007年第3期555-559,共5页
The properties of low-heat Portland cement concrete(LHC) were studied in detail. The experimental results show that the LHC concrete has characteristics of a higher physical mechanical behavior, deformation and dura... The properties of low-heat Portland cement concrete(LHC) were studied in detail. The experimental results show that the LHC concrete has characteristics of a higher physical mechanical behavior, deformation and durability. Compared with moderate-heat Portland cement(MHC), the average hydration heat of LHC concrete is reduced by about 17.5%. Under same mixing proportion, the adiabatic temperature rise of LHC concrete was reduced by 2 ℃-3 ℃,and the limits tension of LHC concrete was increased by 10× 10^-6-15×10^-6 than that of MHC. Moreover, it is indicated that LHC concrete has a better anti-crack behavior than MHC concrete. 展开更多
关键词 low-heat portland cement mass concrete high crack resistance moderate-heat portland cement
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Hydration Heat Evolution of Cement and Its Relation With Setting Time 被引量:1
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作者 杨义 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2006年第z1期152-156,共5页
In order to veritably measure the first peak of hydration heat evolution that has been illustrated important in indicating cement behavior in early hydration, an improved way of water addition into cement in isotherma... In order to veritably measure the first peak of hydration heat evolution that has been illustrated important in indicating cement behavior in early hydration, an improved way of water addition into cement in isothermally calorimetric experiment is put forward. The experimental results indicated that: the magnitude of first peak of heat evolution varies from sample to sample, correlation between heat evolution during first peak of heat evolution and initial (as well as final) setting time is unsatisfactory when samples are not classified; while groups of sample classified based on strength grade represent satisfactory correlations, which indicating the existence of close relation between hydration heat evolution in much earlier hydration age and setting property of cement in rather later age. Importance of first peak in hydration heat evolution for understanding cement setting property and reasons for sample classification are also discussed in this paper. 展开更多
关键词 early hydration of cement calorimetric experiment first peak of hydration heat evolution cement setting time
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Long-term Performance of Moderate Heat Portland Cement with Double-expansive Sources
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作者 叶青 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2007年第1期35-39,共5页
The long-term performance of moderate heat Portland cement with double-expansive sources (DE cement) in the system of high MgO clinker and gypsum was studied by XRD, SEM/EDAX and test methods for strength and expans... The long-term performance of moderate heat Portland cement with double-expansive sources (DE cement) in the system of high MgO clinker and gypsum was studied by XRD, SEM/EDAX and test methods for strength and expansion of cement. Results indicate that the periclase particle, whose size was 5-7.5μm in DE cement clinker containing 4.8 % MgO, existed individually. The periclase hydration in hardened DE cement paste started at about 60 days and completed up to 2 000 days, and ettringite in the paste was stable from 3 days to 2 000 days. Under the conditions of 4.5%-5.0 % MgO in clinker and 2.8%-3.4 %SO3 in cement, ettringite expansion and brucite expansion in DE cement paste had a continuity, entirety and stability. At the ages of 90, 365,730 and 2 000 days the expansion of the paste reached 0.07%-0.11%, 0.16%-0.21%, 0.21%-0.27 %, and 0.29%-0.38%, respectively. The results suggest that by using this cement in mass concrete it may compensate its temperature shrinkage and autogenous shrinkage to some extent. 展开更多
关键词 BRUCITE ETTRINGITE EXPANSION long-term performance moderate heat Portland cement
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Hydration Heat Effect of Cement Pastes Modified with Hydroxypropyl Methyl Cellulose Ether and Expanded Perlite 被引量:2
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作者 苏雷 MA Baoguo +2 位作者 JIAN Shouwei ZHAO Zhiguang LIU Min 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2013年第1期122-126,共5页
Hydration heat effect of cement pastes and mechanism of hydroxypropyl methyl cellulose ether (HPMC) and expanded perlite in cement pastes were studied by means of hydration exothermic rate, hydration heat amount, FT... Hydration heat effect of cement pastes and mechanism of hydroxypropyl methyl cellulose ether (HPMC) and expanded perlite in cement pastes were studied by means of hydration exothermic rate, hydration heat amount, FTIR and TG-DTG. The results show that HPMC can significantly delay the hydration induction period and acceleration period of cement pastes. As mixing amount increased, hydration induction period of cement pastes enlarged and accelerated period gradually went back. At the same time, the amount of hydration heat gradually decreased. Expanded perlite had worse delay effects and less change of hydration heat amount of cement pastes than HPMC. HPMC changed the structure of C-S-H during cement hydration. The more amount of HPMC, the more obvious effect. However, EXP had little influence on the structure of C-S-H. At the same age, the content of Ca (OH)2 in cement pastes gradually decreased as the mixing amount increase of HPMC and expanded perlite, and had better delay effect than that single-doped with HPMC or expanded perlite when HPMC and expanded nerlite were both dooed in cement pastes. 展开更多
关键词 hydroxypropyl methyl cellulose ether expanded perlite cement pastes hydration heat hydrationprocess
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RESEARCH ON RELATION BETWEEN MELTING POINT OF CEMENT CLINKER AND HEATING RATE
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作者 王怀德 王丹 王炳华 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 1996年第4期7-13,共7页
The relation between the melting point of Portland cement raw meal and its heating rate have been studied. The raw meal was burnt at different heating rate ranging from 10 similar to 900 degrees C/min Dy the following... The relation between the melting point of Portland cement raw meal and its heating rate have been studied. The raw meal was burnt at different heating rate ranging from 10 similar to 900 degrees C/min Dy the following methods: (A) in electric resistance furnace; (B) in DTA-TG analyzer with infrared ray focused heating; (C) in high temperature microscope with electron stream heating. Based on thermal analysis theory and melt theory and the tests above, it is found that melting point T-m of cement raw meal decreases with the increased heating rate Phi during burning in the following relation: T-m=1280-0.107 empty set. 展开更多
关键词 cement clinker burning melting point heating rate
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Time Dependent Surface Heat Transfer in Light Weight Aggregate Cement Based Materials
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作者 Hung T. Nguyen Frank Melandso Stefan Jacobsen 《Engineering(科研)》 2010年第5期307-317,共11页
Surface temperature changes of building materials affect the calculation of heat flow and thus the energy use in heating and cooling. The surface heat transfer coefficient , limiting the heat flow between material sur... Surface temperature changes of building materials affect the calculation of heat flow and thus the energy use in heating and cooling. The surface heat transfer coefficient , limiting the heat flow between material surface and ambient air is normally taken as a constant. In this study we propose a time-dependent function . We estimate from unidirectional heat flow experiments with transient and steady-state conditions. Using temperature measurements and the conservation of energy at the surface including convective and irradiative boundary conditions, the value of was obtained both using Finite Difference and Taylor Polynomials methods. Numerical solutions of temperature distribution as function of time were improved with the obtained -functions compared to with constant . There were no clear difference between on different materials, and the final values observed were in the order of magnitude expected from the literature. 展开更多
关键词 heat Flow SURFACE heat Transfer COEFFICIENT Numerical Methods Light WEIGHT AGGREGATE cementS Based Materials
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Modeling of Rotary Kiln in Cement Industry 被引量:2
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作者 Hamid Reza Goshayeshi Fariba Kerdar Poor 《Energy and Power Engineering》 2016年第1期23-33,共11页
Cement production is a highly energy-intensive process, and the rotary kiln is the most important part of the process. Having a comprehensive model of the kiln in order to reduce manufacturing costs, better performanc... Cement production is a highly energy-intensive process, and the rotary kiln is the most important part of the process. Having a comprehensive model of the kiln in order to reduce manufacturing costs, better performance can be created. In this paper, the influence processes in a simulated cement rotary kiln and operating parameters on the output of the study were to develop and validate the systems using the same batch. The followings were examined: solid phase, gas and coating temperature change in a rotary kiln. 展开更多
关键词 Rotary Kiln cement heat Loss ENERGY
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Effects of Citric Acid on Hydration Process and Mechanical Properties of Thermal Decomposed Magnesium Oxychloride Cement 被引量:8
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作者 文静 余红发 +2 位作者 LI Ying WU Chengyou DONG Jinmei 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2014年第1期114-118,共5页
In order to make full use of salt lake magnesium resources and improve the strength of the thermal decomposed magnesium oxychloride cement (TDMOC), the effects of citric acid on the hydration process and mechanical ... In order to make full use of salt lake magnesium resources and improve the strength of the thermal decomposed magnesium oxychloride cement (TDMOC), the effects of citric acid on the hydration process and mechanical properties of TDMOC was studied. The hydration heat release at initial 24 h and strengths at 3, 7, and 28 days of TDMOC specimens were conducted. The hydration products and paste microstructure were analyzed by XRD, FT-IR and SEM, respectively. The results showed that citric acid can not only reduce the 24 h hydration heat release and delay the occurring time of second peak of TDMOC, but also produce more 5Mg(OH)z.MgC12.SH20 and less Mg(OH)2 in hydration process of TDMOC. More perfect and slender crystals were observed in the microstructure of the TDMOC pastes with citric acid. The results demonstrated that citric acid as an additive of TDMOC can decrease the hydration heat release and increase the compressive strength and flexural strength of TDMOC. The possible mechanism for the strength enhancement was discussed. 展开更多
关键词 thermal decomposed magnesium oxychloride cement citric acid hydration heat STRENGTH
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低压养护下低热水泥混凝土的性能研究 被引量:1
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作者 王宁 阳黎 +5 位作者 夏艳晴 李军 卢忠远 许毅刚 钟文 种娜 《混凝土与水泥制品》 2024年第1期35-39,共5页
研究了不同养护(低压养护、标准养护)条件下掺不同品种水泥(普通硅酸盐水泥OPC、低热水泥LHPC)混凝土的性能,分析了LHPC混凝土的孔结构对其性能的影响。结果表明:相同养护条件下,LHPC混凝土的后期抗压强度高于OPC混凝土;低压养护条件下,... 研究了不同养护(低压养护、标准养护)条件下掺不同品种水泥(普通硅酸盐水泥OPC、低热水泥LHPC)混凝土的性能,分析了LHPC混凝土的孔结构对其性能的影响。结果表明:相同养护条件下,LHPC混凝土的后期抗压强度高于OPC混凝土;低压养护条件下,LHPC的放热量远低于OPC,LHPC可以持续进行水化,对低压环境的适应性更好,LHPC混凝土的孔结构更加致密,LHPC混凝土的耐久性能更好;混凝土的耐久性能与孔结构呈线性关系,且耐久性能随着孔结构的劣化而降低。 展开更多
关键词 低热水泥 低压养护 孔结构 力学性能 耐久性能
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THE FORMATION MECHANISM OF PORTLAND CEMENT CLINKER MINERALS IN RAPID BURNING
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作者 胡曙光 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 1992年第3期26-34,共9页
Cement clinker is burnt at the rapid heating rate has the obvious effect of saving energy due to the low burning temperature and short burning time. This kind of technique is being researched actively in recent years,... Cement clinker is burnt at the rapid heating rate has the obvious effect of saving energy due to the low burning temperature and short burning time. This kind of technique is being researched actively in recent years, but the systematical theory investigation about the formation mechanism of clinker minerals under this condition has not been reported. In this paper, the formation mechanism of Portland cement clinker minerals in rapid burning was studied by means of DTA, SEM, EPMA, XRD and other conventional testing methods by using a special burning equipment. 展开更多
关键词 rapid burning fast heating technique formation mechanism cement clinker
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磷建筑石膏矿渣水泥的水化过程与耐水性能 被引量:2
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作者 廖宜顺 董兴智 +1 位作者 廖国胜 梅军鹏 《建筑材料学报》 EI CAS CSCD 北大核心 2024年第5期391-399,共9页
通过凝结时间、流动度、孔溶液pH值、抗折强度、抗压强度、吸水率、软化系数、水化热和水化产物分析测试,探究了磷建筑石膏(CPG)掺量对石膏矿渣水泥水化过程与耐水性能的影响.结果表明:随着CPG掺量的增加,石膏矿渣水泥的凝结时间缩短,... 通过凝结时间、流动度、孔溶液pH值、抗折强度、抗压强度、吸水率、软化系数、水化热和水化产物分析测试,探究了磷建筑石膏(CPG)掺量对石膏矿渣水泥水化过程与耐水性能的影响.结果表明:随着CPG掺量的增加,石膏矿渣水泥的凝结时间缩短,流动度减小,吸水率与3 d水化累计放热量均增大;水泥净浆孔溶液的pH值在水化早期快速下降,56 d时保持不变;当CPG掺量从40%增加到70%时,56 d水泥净浆孔溶液的pH值从11.02减小到10.62,水泥胶砂的软化系数从0.98减小到0.91,主要水化产物均为二水石膏和钙矾石,并且钙矾石的含量随着CPG掺量的增加而减少. 展开更多
关键词 磷建筑石膏 石膏矿渣水泥 水化热 吸水率 软化系数
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Comparison of Temperature Field Distribution between Cement Preclinkering Technology and Cement Precalcining Technology
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作者 徐迅 WANG Lan 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2016年第2期355-360,共6页
Through the comparison of calcination conditions between cement preclinkering technology and cement precalcining technology,we studied the characteristics of temperature field distribution of cement preclinkering tech... Through the comparison of calcination conditions between cement preclinkering technology and cement precalcining technology,we studied the characteristics of temperature field distribution of cement preclinkering technology systems including cyclone preheater,preclinkering furnace,and rotary kiln.We used numericalsimulation method to obtain data of temperature field distribution.Some results are found by system study.The ratio of tailcoalof cement preclinkering technology is about 70%,and raw mealtemperature can reach 1070 ℃.Shorter L/D kiln type of preclinkering technology can obtain more stable calcining zone temperature.The highest solid temperature of cement preclinkering technology is higher than 80 ℃,and high temperature region(〉1450 ℃)length is 2 times,which is beneficialfor calcining clinker and higher clinker quality.So cement preclinkering technology can obtain more performance temperature filed,which improves both the solid-phase reaction and liquid-phase reaction. 展开更多
关键词 cement preclinkering technology temperature field distribution kiln production heat balance solve the equation
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Damage Action of Alkali-resistant Glass Fiber in Cement-based Material
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作者 吴会军 ZHAO Jing +1 位作者 WANG Zhongchang SONG Ting 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2013年第4期761-765,共5页
The compressive strength and flexural strength with the same strength class cement mortar of the alkali-resistant glass fiber cement mortar were tested in standard and hot-water curing condition, and the damage mechan... The compressive strength and flexural strength with the same strength class cement mortar of the alkali-resistant glass fiber cement mortar were tested in standard and hot-water curing condition, and the damage mechanism of alkali-resistant glass fiber was studied. The interaction mechanisms of the chemical erosion and physical injury in different curing conditions were studied in order to summarize the damage mechanism of alkali-resistant glass fiber in cement-based materials, and chloride diffusivity coefficient and porosity of cement mortar were tested in the different curing conditions. The experimental results are that the strength of cement based materials and fiber cement slurry interface zone were closely related, and heat curing could accelerate the hydration of cement, but inevitably enlarge the defect. 展开更多
关键词 alkali-resistant glass fiber cement-based materials DAMAGE heat curing condition MICRO-STRUCTURE
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水灰比、砂率及纳米碳纤维对混凝土微波加热性能的影响
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作者 胡海燕 张文水 +1 位作者 吴文克 赵东 《混凝土》 CAS 北大核心 2024年第5期31-36,共6页
通过调整水灰比和砂率,研究了混凝土基本参数对其微波加热性能的影响,并对比分析了水灰比和砂率对混凝土力学性能及微波加热性能的影响程度。为提高混凝土的微波加热性能,以纳米碳纤维为吸波剂,研究了其对混凝土升温速率、温度分布、除... 通过调整水灰比和砂率,研究了混凝土基本参数对其微波加热性能的影响,并对比分析了水灰比和砂率对混凝土力学性能及微波加热性能的影响程度。为提高混凝土的微波加热性能,以纳米碳纤维为吸波剂,研究了其对混凝土升温速率、温度分布、除冰效率等的影响。并通过介电常数试验和电阻率试验,分析了纳米碳纤维的影响机理。结果表明:随着水灰比和砂率的增大,混凝土的微波加热性能不断增强。与水灰比相比,砂率的改变对混凝土微波加热性能的影响程度更大。改变砂率对于混凝土微波加热性能的影响比对力学性能的影响更为显著。纳米碳纤维通过增大混凝土的介电常数、降低混凝土的电阻率,从而增强混凝土的介电损耗能力和电阻损耗能力,进而提高混凝土的微波加热性能。纳米碳纤掺量越大,混凝土的微波加热性能越佳。 展开更多
关键词 混凝土 微波加热 水灰比 砂率 纳米碳纤维
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不同木纤维对水泥基胶凝材料水化进程的影响研究
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作者 张佳阳 张吉秀 +3 位作者 王猛 段赛红 高志杰 舒春雪 《新型建筑材料》 2024年第7期44-47,59,共5页
木纤维的加入可改善水泥基胶凝材料的抗拉强度,但只采用机械破碎及沸煮处理的木纤维对水泥基胶凝材料有缓凝、阻凝作用,阻碍了木纤维在水泥制品中的应用,为提升木质家具企业的木纤维利用率,从机械破碎的松木、杂木纤维的长径比着手,研... 木纤维的加入可改善水泥基胶凝材料的抗拉强度,但只采用机械破碎及沸煮处理的木纤维对水泥基胶凝材料有缓凝、阻凝作用,阻碍了木纤维在水泥制品中的应用,为提升木质家具企业的木纤维利用率,从机械破碎的松木、杂木纤维的长径比着手,研究经碱法预处理的木纤维对水泥基胶凝材料水化进程的影响。结果表明:未预处理的杂木纤维只影响水泥早期水化热释放速率,对水泥水化热释放总量影响较小,未预处理的松木纤维具有明显的阻凝作用;采用Ca(OH)_(2)溶液浸泡可以有效降低木纤维对水泥水化的缓凝作用,与其他碱液浸泡相比,采用Ca(OH)_(2)浸泡可避免水泥胶凝体系引入其他物质。 展开更多
关键词 木纤维 碱法处理 水泥水化热
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煤矸石高效利用系统在降低水泥烧成煤耗中的应用
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作者 姚艳飞 王旺军 《水泥工程》 CAS 2024年第2期17-19,共3页
为降低水泥生产煤耗,同时实现煤矸石固废的高效高价值利用,设计出煤矸石高效利用系统。系统将煤矸石单独粉磨后送入分解炉内燃烧,喂入分解炉内的煤矸石粉量为3 t/h时,煤矸石带入的热量为3.82 kg/t;此时,熟料烧成热耗降低了3.32kg/t,计... 为降低水泥生产煤耗,同时实现煤矸石固废的高效高价值利用,设计出煤矸石高效利用系统。系统将煤矸石单独粉磨后送入分解炉内燃烧,喂入分解炉内的煤矸石粉量为3 t/h时,煤矸石带入的热量为3.82 kg/t;此时,熟料烧成热耗降低了3.32kg/t,计算得煤矸石粉的热效率为86.95%,节煤效益为393元/h;去除煤矸石粉加工成本后,可增加经济效益为123元/h,折合单位熟料生产成本降低0.95元/t。 展开更多
关键词 煤矸石 熟料烧成热耗 水泥
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Hydration Characteristics of Sodium Sulfate Slag Cement System 被引量:2
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作者 陈友治 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2001年第4期45-47,61,共4页
The hydration characteristics by thermal analysis (DTA) were determined, and an isothermal calorimeter (IC) was used to study the pastes. The experimental results indicate: (1) The main hydration products of SSC are C... The hydration characteristics by thermal analysis (DTA) were determined, and an isothermal calorimeter (IC) was used to study the pastes. The experimental results indicate: (1) The main hydration products of SSC are C-S-H (I) gel with a low Ca/Si ratio, crystalline Thomsonite-type and AFt-type phases containing certain alkali cations; (2) No phases of the AFm-type and high alkaline Ca (OH)(2) in SSC system could benefit the hydrated cements to improve its strength and durability; (3) Crystalline Thomsonite-type and AFt-type phases containing Na+ will greatly reduce free alkali and alleviate the harmness of alkali aggregate reaction (AAR) in SSC system; (4) Similar to ordinary Portland cement (OPC), the hydration process of SSC could be classified into five stage: initial, induction, acceleration, deceleration and decay; (5) Regardless of the activator used, the apparent activation energy is higher with the increased slag in cement system, and the rising temperature could promote the hydration of SSC. 展开更多
关键词 sodium sulfate slag cement (SSC) HYDRATION alkali cation crysta pline phase heat evolution apparent activation energy
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吸波涂层对混凝土微波除冰性能的影响 被引量:1
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作者 王志航 白二雷 +2 位作者 黄河 刘俊良 任彪 《公路交通科技》 CAS CSCD 北大核心 2024年第6期28-35,共8页
微波除冰技术作为一种新型除冰方式,具有除冰率高、绿色无污染等优点,然而微波除冰的效率问题成为了制约该技术应用的关键。为提高混凝土微波除冰效率,将一定掺量(0,3%,6%,9%,12%,15%)的3种吸波掺料(Fe_(3)O_(4),SiC,石墨)掺入涂层黏结... 微波除冰技术作为一种新型除冰方式,具有除冰率高、绿色无污染等优点,然而微波除冰的效率问题成为了制约该技术应用的关键。为提高混凝土微波除冰效率,将一定掺量(0,3%,6%,9%,12%,15%)的3种吸波掺料(Fe_(3)O_(4),SiC,石墨)掺入涂层黏结溶剂,制备混凝土吸波涂层。利用开放式微波发射系统,对表面涂刷吸波涂层的混凝土进行无冰升温试验和微波除冰试验,针对吸波涂层对混凝土微波加热效率、微波除冰性能的影响进行研究,并对比分析了不同吸波涂层对混凝土微波除冰性能的影响。结果表明:Fe_(3)O_(4)吸波涂层、SiC吸波涂层、石墨吸波涂层均能提高混凝土表面的升温速率,增强混凝土的微波加热效率和微波除冰性能;随着吸波涂层中吸波掺料掺量的增加,混凝土试件表面的升温速率先增大后减小,Fe_(3)O_(4),SiC,石墨的最佳掺量分别为9%,9%,12%;石墨吸波涂层对混凝土微波加热效率和微波除冰性能的改善效果最佳,其次为Fe_(3)O_(4)吸波涂层,最后为石墨吸波涂层;在最佳掺量下,Fe_(3)O_(4)吸波涂层、SiC吸波涂层、石墨吸波涂层使混凝土微波加热效率分别提高了148.73%,81.8%,156.95%,使混凝土微波除冰性能提高了129.62%,67.12%,245.11%。 展开更多
关键词 道路工程 吸波涂层 微波除冰 水泥混凝土 升温速率
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早期CO_(2)养护与Nano-TiO_(2)协同作用下低热水泥基浆体的力学性能
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作者 吴豪 谢刚川 +1 位作者 宫经伟 张凯 《科学技术与工程》 北大核心 2024年第33期14371-14378,共8页
为探究早期CO_(2)养护和纳米TiO_(2)(nano-TiO_(2),NT)协同作用对低热硅酸盐水泥(low-heat portland cement, LHPC)力学性能的影响规律,测试了不同CO_(2)养护时间和NT掺量下LHPC的抗折、抗压强度,并结合扫描电镜、热重分析等测试结果分... 为探究早期CO_(2)养护和纳米TiO_(2)(nano-TiO_(2),NT)协同作用对低热硅酸盐水泥(low-heat portland cement, LHPC)力学性能的影响规律,测试了不同CO_(2)养护时间和NT掺量下LHPC的抗折、抗压强度,并结合扫描电镜、热重分析等测试结果分析其对力学性能的协同作用机制。结果表明:仅考虑掺入NT或CO_(2)养护,NT掺量或CO_(2)养护时间均存在最佳范围。CO_(2)养护与NT协同作用下,CO_(2)养护24 h内,LHPC浆体在14 d和28 d龄期的抗压、抗折强度分别在NT掺量为1%~1.5%和1.5%~2%时提升幅度大,这归因于试样中水化硅酸钙凝胶(C-S-H)、钙矾石(AFt)和CaCO_(3)质量增加,长径比较小的纤维状C-S-H细化了大于50 nm的孔径。而CO_(2)养护超过24 h、NT掺量大于2%时,试样中孔隙数量增加、较大长径比的晶须状文石和微观裂缝的产生降低了力学性能。综合力学强度和经济性,建议CO_(2)养护时间为12 h, NT掺量为1%。研究结果为提升LHPC早期力学性能提供一定的参考依据。 展开更多
关键词 低热硅酸盐水泥 nano-TiO_(2) CO_(2)养护 力学性能 微观结构
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高寒地区低热水泥混凝土拱坝温控防裂方案
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作者 李文伟 江敏敏 +2 位作者 向欣 欧阳金惠 周秋景 《南水北调与水利科技(中英文)》 CAS CSCD 北大核心 2024年第5期967-977,共11页
高寒地区年平均气温低、昼夜温差大,拱坝易产生温度裂缝,从筑坝材料源头就降低温升,可进一步降低拱坝开裂风险。开展中、低热水泥混凝土拱坝温度场、应力场的对比分析;进行低热水泥混凝土拱坝温控措施优化比选;形成适合高寒地区低热水... 高寒地区年平均气温低、昼夜温差大,拱坝易产生温度裂缝,从筑坝材料源头就降低温升,可进一步降低拱坝开裂风险。开展中、低热水泥混凝土拱坝温度场、应力场的对比分析;进行低热水泥混凝土拱坝温控措施优化比选;形成适合高寒地区低热水泥混凝土拱坝的温控防裂方案。结果表明:低热比中热水泥混凝土拱坝最高温度低4.0℃左右,应力最大值低0.7 MPa左右,安全系数从2.48提升到3.65;低热水泥混凝土拱坝可放宽约束区冷却水管间距至1.5 m×1.5 m,强约束区浇筑层厚可从1.5 m放宽至3.0 m,坝体表面流水措施可取消,夏季浇筑温度可放宽至16.0℃,冬季实现常温浇筑;脱离约束区,高温季节5-9月浇筑温度可放宽至18.0℃,层厚对大坝最高温度及应力影响较小,因此可放宽至6.0 m;大坝采用全年永久保温,等效放热系数取β≤3.05 kJ/(m~2·h·℃)。研究结果验证了低热水泥混凝土拱坝抗裂性能的优势,给出高寒地区温控优化措施,实现大坝快速施工,进一步降低了温控和施工成本。 展开更多
关键词 低热水泥 混凝土拱坝 温度场 应力场 防裂方案
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