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Influence of shrinkage-reducing admixture on drying shrinkage and mechanical properties of high-performance concrete 被引量:5
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作者 Nguyen Quangphu Jiang Linhua +2 位作者 Liu Jiaping Tian Qian Do Tienquan 《Water Science and Engineering》 EI CAS 2008年第4期67-74,共8页
High-performance concrete (HPC) has specific performance advantages over conventional concrete in strength and durability. HPC mixtures are usually produced with water/binder mass ratios (mW/mB) in the range of 0.... High-performance concrete (HPC) has specific performance advantages over conventional concrete in strength and durability. HPC mixtures are usually produced with water/binder mass ratios (mW/mB) in the range of 0.2-0.4, so volume changes of concrete as a result of drying, chemical reactions, and temperature change cannot be avoided. For these reasons, shrinkage and cracking are frequent phenomena. It is necessary to add some types of admixture for reduction of shrinkage and cracking of HPC. This study used a shrinkage-reducing admixture (SRA) for that purpose. Concrete was prepared with two different mW/mB (0.22 and 0.40) and four different mass fractions of SRA to binder (w(SRA) = 0%, 1%, 2%, and 4%). The mineral admixtures used for concrete mixes were: 25% fly ash (FA) and 25% slag by mass of binder for the mixture with mW/mB = 0.40, and 15% silica fume (SF) and 25% FA for the mixture with mW/mB = 0.22. Tests were conducted on 24 prismatic specimens, and shrinkage strains were measured through 120 days of drying. Compressive strength, splitting strength, and static modulus of elasticity were also determined. The results show that the SRA effectively reduces some mechanical properties of HPC. The reductions in compressive strength, splitting tensile strength, and elastic modulus of the concrete were 7%-24%, 9%-19%, and 5%-12%, respectively, after 90 days, compared to concrete mixtures without SRA. SRA can also help reduce drying shrinkage of concrete. The shrinkage strains of HPC with SRA were only as high as 41% of the average free shrinkage of concrete without SRA after 120 days of drying. 展开更多
关键词 high-performance concrete shrinkage-reducing admixture compressive strength elastic modulus splitting tensile strength drying shrinkage
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INFLUENCE OF MINERAL ADMIXTURES ON MECHANICAL PROPERTIES OF HIGH-PERFORMANCE CONCRETE 被引量:4
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作者 Ma, Baoguo Li, Jinzong Peng, Jun 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 1999年第2期1-7,共7页
The improvements of the mechanical properties, including bulk density of fresh mixtures, elastic modulus, and compressive strengths of four high-performance concrete mixtures, made with the addition of fly ash, refine... The improvements of the mechanical properties, including bulk density of fresh mixtures, elastic modulus, and compressive strengths of four high-performance concrete mixtures, made with the addition of fly ash, refined ground blast - furnace microslag (microslag) and silica fume are studied. The concrete mixtures were determined based on the dispersion testing results. The study indicates that the elastic modulus at 28 and 91 days, and compressive strengths of the concretes are improved a lot when fly ash and microslag by 25 percent by weight of cement are added into the mixtures individually. The improvement is especially evident when silica fume by 5 percent and fly ash by 25 percent by weight of cement are added together into the mixture, while the fresh concrete mixture keeps a good workability. Through the analysis of chemically combined water ratios of the four mixtures at various hydration ages, it is found that the addition of all these mineral mixtures are beneficial to the hydration process, especially, at later stages, which might be one of the reasons for the improvement of mechanical properties. (Author abstract) 4 Refs. 展开更多
关键词 high-performance concrete mineral admixture mechanical properties
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High-performance size-exclusion chromatography studies on the formation and distribution of polar compounds in camellia seed oil during heating 被引量:4
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作者 Hong-xia FENG Rokayya SAM +2 位作者 Lian-zhou JIANG Yang LI Wen-ming CAO 《Journal of Zhejiang University-Science B(Biomedicine & Biotechnology)》 SCIE CAS CSCD 2016年第11期882-891,共10页
Camellia seed oil (CSO) is rich in oleic acid and has a high number of active components, which give the oil high nutritional value and a variety of biological activity. The aim of the present study was to determine... Camellia seed oil (CSO) is rich in oleic acid and has a high number of active components, which give the oil high nutritional value and a variety of biological activity. The aim of the present study was to determine the changes in the content and distribution of total polar compounds (TPC) in CSO during heating. TPC were isolated by means of preparative flash chromatography and further analyzed by high-performance size-exclusion chromatography (HPSEC) The TPC content of CSO increased from 4.74% to 25.29%, showing a significantly lower formation rate as compared to that of extra virgin olive oil (EVOO) and soybean oil (SBO) during heating. Furthermore, heating also resulted in significant differences (P〈0.05) in the distribution of TPC among these oils. Though the content of oxidized triacyl- glycerol dimers, oxidized triacylglycerol oligomers, and oxidized triacylglycerol monomers significantly increased in all these oils, their increased percentages were much less in CSO than those in EVOO, indicating that CSO has a greater ability to resist oxidation. This work may be useful for the food oil industry and consumers in helping to choose the correct oil and to decide on the useful lifetime of the oil. 展开更多
关键词 Camellia seed oil Polar compounds high-performance size-exclusion chromatography OXIDATION
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Influence of New Compound Admixture on Shotcrete Performance
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作者 商岩冬 郭艳培 +2 位作者 ZHANG Wenquan ZHAO Wenbin TAN Yunzhen 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2017年第6期1392-1396,共5页
To analyze the influence of new compound admixture on shotcrete performance, the ordinary Portland cement pr425 was used as matrix components. The optimum proportion of admixture was obtained by analyzing the influenc... To analyze the influence of new compound admixture on shotcrete performance, the ordinary Portland cement pr425 was used as matrix components. The optimum proportion of admixture was obtained by analyzing the influence of content on cement setting time and compressive strength. The microstructure of cement test block and the mechanism of reducing dust of composite macromolecule admixture were analyzed by scanning electron microscopy and infrared spectroscopy. It was shown that the ratio of polyacrylic acid was 0.02%. The ratio of J85 accelerator was 5%. The ratio of bentonite was 4.5% in composite admixture. The most optimal content of admixture in the slurry was 7%. The compound coagulant formed by additive together with C3A, C4AF which provided nucleation for hydration and crystallization of C3S and C3S, and played an active role to promote the activity of the mineral admixture in cement, and increased the elastic modulus of C-S-H gel and accelerated the hydration process of portland cement. Bentonite and polyacrylic acid promote the wettability, cohesiveness and workability of cement paste in the process of hydration. The formation of cement test block gel was even. The interface between the matrix phase and the aggregate phase was not obvious which ensured the matching between the matrix and the aggregate phase. The addition of bentonite formed hydrogen bonds in cement paste and improved the cohesiveness of the system. The J-85 accelerator promoted the combination of aluminate and gypsum which hindered the formation of calcium carbide around the cement particles which made cement rapid condensation. Polyacrylic acid mainly changed the strength of hydroxyl absorption peak in cement paste to improve the initial strength of cement test block. The addition of new admixtures promoted the process of cement hydration to be more thorough and affected the later strength development of concrete by affecting the formation of calcium carbonate stone. 展开更多
关键词 SHOTCRETE compound admixture optimum proportion microstructure HYDRATION
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High-Performance Fiber Compound Material to be Industrialized 被引量:1
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作者 James H.Zhao 《China Textile》 2008年第1期22-26,共5页
Chinese top planner-State Development and Reform Commission,has decided to organize and coordinate an implementation of a special project for high tech industrialization of fiber-reinforced compound materials in 2008 ... Chinese top planner-State Development and Reform Commission,has decided to organize and coordinate an implementation of a special project for high tech industrialization of fiber-reinforced compound materials in 2008 up to 2009.The decision has recently been issued in its national circular(doc. 3177,Yr.2007)to call for local enterprises to apply for this special project support. 展开更多
关键词 HIGH high-performance Fiber compound Material to be Industrialized
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Measurement and analysis of defects in high-performance concrete with three-dimensional micro-computer tomography 被引量:8
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作者 郭丽萍 Andrea Carpinteri +1 位作者 孙伟 秦文超 《Journal of Southeast University(English Edition)》 EI CAS 2009年第1期83-88,共6页
In order to investigate the effects of two mineral admixtures (i. e., fly ash and ground slag)on initial defects existing in concrete microstructures, a high-resolution X-ray micro-CT( micro-focus computer tomogra... In order to investigate the effects of two mineral admixtures (i. e., fly ash and ground slag)on initial defects existing in concrete microstructures, a high-resolution X-ray micro-CT( micro-focus computer tomography)is employed to quantitatively analyze the initial defects in four series of highperformance concrete (HPC)specimens with additions of different mineral admixtures. The nigh-resolution 3D images of microstructures and filtered defects are reconstructed by micro- CT software. The size distribution and volume fractions of initial defects are analyzed based on 3D and 2D micro-CT images. The analysis results are verified by experimental results of watersuction tests. The results show that the additions of mineral admixtures in concrete as cementitious materials greatly change the geometrical properties of the microstructures and the spatial features of defects by physical-chemistry actions of these mineral admixtures. This is the major cause of the differences between the mechanical behaviors of HPC with and without mineral admixtures when the water-to-binder ratio and the size distribution of aggregates are constant. 展开更多
关键词 high-performance concrete DEFECT MICROSTRUCTURE X- ray micro-focus computer tomography mineral admixtures
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Properties and Microstructure of Marine Concrete with Composite Mineral Admixture 被引量:2
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作者 李方贤 陈友治 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2009年第3期497-501,共5页
The influences of compositing mineral admixtures on the regularity of mechanical property, workability, durability and microstructure of C50 marine concrete were investigated. The results show that the incorporation o... The influences of compositing mineral admixtures on the regularity of mechanical property, workability, durability and microstructure of C50 marine concrete were investigated. The results show that the incorporation of mineral admixtures can improve the mechanical properties and workability of C50 marine concrete, 3 min-doped mineral admixture had excellent resistance to chloride ion permeability. The microscopic structure mixing mineral admixtures system was well-distributed and compact, little macroporeare can be found. 展开更多
关键词 high-performance concrete C50 marine concrete mineral admixture DURABILITY
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Quantification of seven phenylpropanoid compounds in Chinese Cinnamomi Cortex and Ramulus by HPLC 被引量:3
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作者 袁鹏飞 马雅静 +7 位作者 苏丹 尚明英 徐风 刘广学 Niloufar Iranmanesh 李兰芳 姜廷良 蔡少青 《Journal of Chinese Pharmaceutical Sciences》 CAS CSCD 2015年第9期591-599,共9页
In the present study, we developed and validated a high-performance liquid chromatography method for the simultaneous determination of seven phenylpropanoid compounds (2-hydroxyl cinnamaldehyde, coumarin, cinnamyl al... In the present study, we developed and validated a high-performance liquid chromatography method for the simultaneous determination of seven phenylpropanoid compounds (2-hydroxyl cinnamaldehyde, coumarin, cinnamyl alcohol, cinnamic acid, 2-methoxy cinnamic acid, cinnamaldehyde and 2-methoxy cinnamaldehyde) in Cinnamomi Cortex and Cinnamomi Ramulus. The levels of seven phenylpropanoid compounds in Cinnamomi Cortex and Cinnamomi Ramulus were compared using this method. A total of 48 samples (27 Cinnamomi Cortex and 21 Cinnamomi Ramulus) were purchased in China and analyzed. Quantities of seven phenylpropanoid compounds ranged from 17.5 to 61.6 mg/g in Cinnamomi Cortex and ranged from 9.91 to 23.4 mg/g in Ciunamomi Ramulus. The level of 2-methoxy cinnamic acid in the Cinnamomi Cortex samples was below the LOD, whereas it ranged from 0 to 0.119 mg/g in the Cinnamomi Ramulus samples. The (cinnamyl alcohol+cinnamic acid)/cinnamaldehyde ratios (R346) of Ciunamomi Cortex and Cinnamomi Ramulus ranged from 0.0121 to 0.0467 and 0.0598 to 0.182, respectively. This ratio could be used to discriminate Cinnamomi Cortex (〈0.05) and Cinnamomi Ramulus (〉0.05). The extraction rates (Dn) of seven compounds in boiling water were different, with the lowest dissolution for cinnamaldehyde (〈3%) and the highest for cinnamic acid (about 60%). 展开更多
关键词 Quantification Phenylpropanoid compounds Cinnamomi Cortex Cinnamomi Ramulus high-performance liquid chromatography
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石墨尾矿砂与纤维素纤维复掺混凝土的研究进展与展望
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作者 杜帅 王正君 贾青 《广东建材》 2026年第2期172-176,共5页
本文旨在梳理石墨尾矿砂与纤维素纤维在混凝土中的应用研究进展,探讨两者复掺替代部分水泥的可行性及协同作用机制,为石墨尾矿资源化利用与绿色混凝土技术发展提供理论支撑。通过文献综述,系统分析了二者的物理化学性质、单独掺入对混... 本文旨在梳理石墨尾矿砂与纤维素纤维在混凝土中的应用研究进展,探讨两者复掺替代部分水泥的可行性及协同作用机制,为石墨尾矿资源化利用与绿色混凝土技术发展提供理论支撑。通过文献综述,系统分析了二者的物理化学性质、单独掺入对混凝土力学性能与耐久性的影响,以及复掺技术在配比优化、工程适用性等方面的研究热点,评述了现有研究的进展与不足。研究表明,10%~20%取代率的石墨尾矿砂可通过微集料填充效应提升混凝土密实度、力学性能及抗氯离子渗透能力;0.9 kg/m^(3)~1.2 kg/m^(3)掺量的纤维素纤维能通过桥接作用抑制裂缝,增强混凝土韧性与抗渗性。该复掺技术可减少水泥用量,实现固废资源化与建材绿色化双重目标,但目前在微观协同机理、通用配比设计、长期服役性能评估及纤维分散与耐碱稳定性等方面仍存在不足。 展开更多
关键词 石墨尾矿砂 纤维素纤维 复掺技术 协同机理 建材绿色化
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AL-XL-04台式西林配药机在静脉用药调配中心的应用效果
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作者 刘玉琴 曾妍 +2 位作者 陈华宇 彭佼 何桂林 《天津药学》 2025年第9期1129-1133,共5页
目的探讨AL-XL-04台式西林配药机在静脉用药调配中心的应用效果。方法选取北京大学深圳医院调配的静脉注射药物5种,每种300支,每种药品分为研究组和对照组,各150支,5种药品对照组合计750支,研究组合计750支,总样本1500支。对照组采用传... 目的探讨AL-XL-04台式西林配药机在静脉用药调配中心的应用效果。方法选取北京大学深圳医院调配的静脉注射药物5种,每种300支,每种药品分为研究组和对照组,各150支,5种药品对照组合计750支,研究组合计750支,总样本1500支。对照组采用传统人工调配,研究组使用AL-XL-04台式配药机调配,比较两组的调配时间、药品残留率、可见微粒、调配差错、针刺伤等情况。结果对于易溶药品,研究组单支调配时间显著大于对照组[包括注射用盐酸罗沙替丁醋酸酯:(25.29±0.14)s vs(18.76±2.45)s,P<0.001;注射用艾普拉唑:(31.86±0.32)s vs(22.62±4.22)s,P<0.001];对于难溶药品,研究组单支调配时间显著小于对照组[注射用乙酰谷酰胺:(21.01±0.17)s vs(27.78±4.63)s,P=0.001;注射用谷胱甘肽:(22.75±1.03)s vs(34.88±4.22)s,P<0.001];研究组与对照组康艾注射液(易起泡药品)单支平均调配时间未见统计学差异[(20.18±0.69)s vs(16.51±3.81)s,P=0.149]。两组残留率均符合要求,5种药品研究组残留率均显著低于对照组[康艾注射液:(0.64±0.32)%vs(1.75±0.59)%,P<0.001];注射用盐酸罗沙替丁醋酸酯:[(1.61±0.48)%vs(2.33±1.21)%,P=0.020;注射用艾普拉唑:(1.40±0.58)%vs(2.72±1.13)%,P<0.001;注射用乙酰谷酰胺:(1.79±0.42)%vs(2.89±1.31)%,P=0.002;注射用谷胱甘肽:(1.58±0.33)%vs(2.37±1.00)%,P=0.003];研究组与对照组的可见微粒合格率(100.00%vs 99.73%)、调配差错率发生率(0.13%vs 0.40%)均未见统计学差异;两组均未发生针刺伤。结论台式配药机可提高难溶药品的调配效率,降低残留率,其他方面未见明显优势,台式配药机广泛应用仍有待进一步开发研究。 展开更多
关键词 台式配药机 静脉用药调配中心 人工调配 调配效率 残留率 成品输液质量
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磷渣与粉煤灰复掺对混凝土性能的影响 被引量:4
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作者 王飞 张欢 +1 位作者 钟伟康 彭健秋 《科学技术创新》 2025年第15期91-94,共4页
为了解磷渣与粉煤复掺下对C40墩柱混凝土性能的影响情况,将其应用于G4216线屏山新市至金阳段高速公路XJ2标段新市互通段墩柱混凝土中,通过粉煤灰、磷渣等量替代水泥用量的方法研究了复合掺量20%、30%、40%情况下混凝土工作性、抗压强度... 为了解磷渣与粉煤复掺下对C40墩柱混凝土性能的影响情况,将其应用于G4216线屏山新市至金阳段高速公路XJ2标段新市互通段墩柱混凝土中,通过粉煤灰、磷渣等量替代水泥用量的方法研究了复合掺量20%、30%、40%情况下混凝土工作性、抗压强度及应用情况。结果表明:粉煤灰、磷渣复合有利于混凝土工作性能的提升,在复合掺量30%、40%时,具有较好的工作性能,但对其早期强度有一定的限制作用,同时,随复合掺量的增加,混凝土28 d抗压强度表现为先增大后减小趋势;将复合掺量30%应用于实际工程应用后发现其质量良好,具有较好的社会和经济价值。 展开更多
关键词 磷渣 粉煤灰 混凝土 掺合料复掺
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花岗岩石粉复合矿粉、粉煤灰对混凝土性能的影响 被引量:3
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作者 李崇智 王琬怡 +4 位作者 梁志勇 谈珽 彭家蔓 王坤 任强伟 《粉煤灰综合利用》 2025年第1期24-28,共5页
为加强对花岗岩石粉高效利用和环境可持续发展的重视,研究花岗岩石粉对矿粉-粉煤灰复合水泥浆体及其制备的C30与C50混凝土性能的影响。结果表明,将花岗岩石粉内掺到1∶1矿粉和粉煤灰中,内掺10%时水泥浆体流动度最大,内掺超过30%时浆体... 为加强对花岗岩石粉高效利用和环境可持续发展的重视,研究花岗岩石粉对矿粉-粉煤灰复合水泥浆体及其制备的C30与C50混凝土性能的影响。结果表明,将花岗岩石粉内掺到1∶1矿粉和粉煤灰中,内掺10%时水泥浆体流动度最大,内掺超过30%时浆体的流动度急剧下降;对28 d水泥胶砂抗压强度的影响在内掺30%时达到最优,对抗折强度影响相对较小;内掺15%的花岗岩石粉复合掺合料应用于C30和C50混凝土,新拌混凝土工作性能良好,无离析泌水现象,混凝土表面平整,28 d抗压强度分别提升至36.7和56.8 MPa;碳化深度试验表明,适量的花岗岩石粉能够有效提升混凝土的抗碳化性能。 展开更多
关键词 花岗岩石粉 复合掺合料 混凝土
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复掺外加剂对隧道弃渣制混凝土力学性能及孔结构的影响
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作者 韩晓丽 刘加棋 +1 位作者 来弘鹏 甄福龙 《土木工程与管理学报》 2025年第2期24-30,共7页
隧道弃渣制备砂石骨料时不易控制石粉含量,石粉过量或缺失均会影响混凝土的力学性能。本文依托晋东山区实体工程,通过在砂石骨料中复掺外加剂加速水泥水化反应,促进水泥与砂石骨料产生结晶物,解决因不合理的石粉含量导致混凝土力学性能... 隧道弃渣制备砂石骨料时不易控制石粉含量,石粉过量或缺失均会影响混凝土的力学性能。本文依托晋东山区实体工程,通过在砂石骨料中复掺外加剂加速水泥水化反应,促进水泥与砂石骨料产生结晶物,解决因不合理的石粉含量导致混凝土力学性能不足的问题,并开展了不同外加剂掺量(0%,0.4%,0.8%,1.2%,1.6%,2.0%,2.4%)弃渣制混凝土的力学性能及微观孔结构的研究。结果表明:混凝土的立方体抗压强度和劈裂抗拉强度随外加剂掺量的增加而逐渐提高,掺量大于1.6%趋于稳定,混凝土的力学性能较佳;外加剂富含碳酸盐、硅酸盐物质,与弃渣制矿物材料中C 3S,C 2S,Ca(OH)2,Ca 2+等物质反应生成碳酸钙、硅酸钙、C-S-H凝胶等结晶体,结晶体填充于混凝土内部孔隙中并包裹在浆体表面,进而改善微观结构,提升混凝土的力学性能。 展开更多
关键词 隧道弃渣 混凝土 力学性能 孔结构 复掺外加剂
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Retention and chiral recognition mechanism of organo-phosphorus compounds in high-performance liquid chromatography
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作者 黄君珉 陈慧 +2 位作者 高如瑜 王琴孙 陈茹玉 《Science China Chemistry》 SCIE EI CAS 2001年第2期147-153,共7页
In normal phase condition, a series of chiral phosphorus organic compounds have been separated by high-performance liquid chromatography. In order to study the retention and chiral recognition mechanism, the method of... In normal phase condition, a series of chiral phosphorus organic compounds have been separated by high-performance liquid chromatography. In order to study the retention and chiral recognition mechanism, the method of quantitative structure-enantioselectivity retention relationships (QSERRs) has been investigated from the quantitative equations established between the chromatographic retention of enantiomers and their molecular descriptors of physicochemical properties. The results show that on the Pirkle-type chiral stationary phase (CSP) of Sumichiral OA4700, it is the parameter of LUMO that gives the most contribution to the chromatographic retention of O-ethyl O-(substituted) phenyl N-isopropyl phosphoroamidothioates resulting from the interaction of hydrogen bond and (or) π-π interaction. Meanwhile, the chiral recognition is formed from the contribution of logP and LUMO. 展开更多
关键词 high-performance liquid chromatography CHIRAL PHOSPHORUS organic compounds CHIRAL recognition mechanism quantitative structure-enantioselectivity RETENTION relationships.
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外加剂对混凝土性能影响研究
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作者 熊秋闵 黄德东 +2 位作者 关基灿 郭秀娟 陈晓彬 《广东建材》 2025年第12期6-9,共4页
外加剂是混凝土拌合过程中的一种具有关键性作用的添加剂,能够有效提高混凝土的工作性能并增强混凝土自身的力学特性,但单一的某种外加剂通常会出现与不同水泥砂石等胶材适应性不佳、新拌混凝土工作性较差,以及坍落度保持效果差等问题,... 外加剂是混凝土拌合过程中的一种具有关键性作用的添加剂,能够有效提高混凝土的工作性能并增强混凝土自身的力学特性,但单一的某种外加剂通常会出现与不同水泥砂石等胶材适应性不佳、新拌混凝土工作性较差,以及坍落度保持效果差等问题,混凝土的工作性能难以满足要求,进而会影响到硬化混凝土质量。本文主要分析不同类型减水剂、缓凝剂、引气剂、复配方案等因素对混凝土性能的影响,并提供解决得出相应结论,为商混企业选择减水剂产品和服务定位提供理论依据和指导。 展开更多
关键词 外加剂 混凝土性能 缓凝剂 引气剂 复配方案
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基于高性能复配掺合料的大管桩混凝土配合比优化研究
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作者 高飞 徐宝峰 +2 位作者 李硕 陈红秀 孙振 《城市道桥与防洪》 2025年第12期278-282,共5页
为提升海洋环境下大管桩混凝土的耐久性,保障港口、桥梁等基础设施的安全性与使用寿命,以连云港某港口工程为依托,通过设计5组不同复配掺合料比例(0%、10%、20%、30%、40%)的配合比试验,并结合维勃稠度、抗压强度、电通量及冻融循环测试... 为提升海洋环境下大管桩混凝土的耐久性,保障港口、桥梁等基础设施的安全性与使用寿命,以连云港某港口工程为依托,通过设计5组不同复配掺合料比例(0%、10%、20%、30%、40%)的配合比试验,并结合维勃稠度、抗压强度、电通量及冻融循环测试,系统探究了硅灰、粉煤灰及矿渣粉等高性能掺合料对大管桩混凝土性能的协同优化作用。结果表明,掺入30%高性能掺合料(硅灰:矿渣粉:粉煤灰=30%:35%:30%)时效果最佳,此时混凝土28 d抗压强度达84.6 MPa,电通量降至453 C,300次冻融循环后质量损失率仅3.9%。研究成果为大管桩混凝土耐久性提升提供了理论与技术支持。 展开更多
关键词 大管桩 高性能复配掺合料 抗氯离子渗透性 抗冻性 配合比优化
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掺和料对生土墙体材料力学性能的影响 被引量:40
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作者 刘军 褚俊英 +1 位作者 赵金波 袁大鹏 《建筑材料学报》 EI CAS CSCD 北大核心 2010年第4期446-451,共6页
研究了矿渣、粉煤灰、水泥等掺和料单掺和复掺时对生土墙体材料力学性能的影响.结果表明:单掺掺和料时,水泥对生土墙体材料力学性能的改性效果较好,矿渣次之,不宜掺入粉煤灰;复掺掺和料的生土墙体材料与单掺或未掺掺和料的生土墙体材料... 研究了矿渣、粉煤灰、水泥等掺和料单掺和复掺时对生土墙体材料力学性能的影响.结果表明:单掺掺和料时,水泥对生土墙体材料力学性能的改性效果较好,矿渣次之,不宜掺入粉煤灰;复掺掺和料的生土墙体材料与单掺或未掺掺和料的生土墙体材料相比,其抗压强度、抗折强度、抗剪强度和收缩变形值均增加.复掺优化后的最佳组合为:矿渣、粉煤灰、水泥掺量(质量分数)分别为12%,12%,8%. 展开更多
关键词 生土墙体材料 掺和料 力学性能 单掺 复掺
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-10℃即时受冻条件下外加剂和掺和料对负温混凝土性能影响 被引量:12
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作者 张思佳 纪国晋 +2 位作者 陈建国 孔祥芝 马锋玲 《建筑材料学报》 EI CAS CSCD 北大核心 2018年第4期649-655,共7页
在-10℃即时受冻条件下,采用SK复合防冻剂、粉煤灰、纤维素醚和硅粉配制C30F300混凝土,以研究无预养情况下,化学与矿物外加剂对负温混凝土抗压强度、耐久性能和变形性能的影响.结果表明:在-10℃即时受冻条件下,掺加SK复合防冻剂可配制满... 在-10℃即时受冻条件下,采用SK复合防冻剂、粉煤灰、纤维素醚和硅粉配制C30F300混凝土,以研究无预养情况下,化学与矿物外加剂对负温混凝土抗压强度、耐久性能和变形性能的影响.结果表明:在-10℃即时受冻条件下,掺加SK复合防冻剂可配制满足C30F300设计等级的负温混凝土,复掺SK复合防冻剂和矿物掺和料是制备负温混凝土的关键技术.另外,借助X射线衍射(XRD)、压汞法(MIP)、扫描电子显微镜(SEM)等测试方法,对比研究了未掺与掺加SK复合防冻剂水泥净浆的水化过程,阐明了SK复合防冻剂的作用机理;从理论上探讨了SK复合防冻剂、纤维素醚和矿物掺和料对负温混凝土的作用,可以为混凝土配合比设计与施工提供技术参考. 展开更多
关键词 -10℃即时受冻 负温混凝土 化学外加剂 矿物掺和料 SK复合防冻剂
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外加剂对低温条件混凝土抗冻临界强度的影响 被引量:6
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作者 刘军 李振国 +2 位作者 姜黎黎 田悦 杜飞 《沈阳建筑大学学报(自然科学版)》 EI CAS 2005年第6期676-679,共4页
目的为了防止冬期施工中混凝土早期受冻及由于掺入大量防冻剂对混凝土耐久性带来的不利影响.方法采用恒低温一次冻结法和自然变低温多次冻结法,研究了掺加以早强、减水、引气为主要组分的复合外加剂辅以矿物掺合料混凝土在低温条件下的... 目的为了防止冬期施工中混凝土早期受冻及由于掺入大量防冻剂对混凝土耐久性带来的不利影响.方法采用恒低温一次冻结法和自然变低温多次冻结法,研究了掺加以早强、减水、引气为主要组分的复合外加剂辅以矿物掺合料混凝土在低温条件下的强度发展情况,及其对抗冻临界强度的影响,以及不同组分混凝土的强度发展情况、抗冻临界强度和达到抗冻临界强度的时间,并对试验结果进行对比分析.结果试验结果表明,以减水、引气、早强为主的复合外加剂并复掺矿物掺合料的混凝土,在低温条件下强度发展好,双掺粉煤灰10%和硅灰4%取代水泥,在恒低温条件下28 h达到抗冻临界强度3.5 MPa,变低温条件下34 h达到抗冻临界强度4.1 MPa.结论以减水、引气、早强为主的复合外加剂并复掺矿物掺合料的混凝土,能够防止早期受冻,强度发展及抗冻临界强度均能满足冬季施工要求. 展开更多
关键词 混凝土 复合外加剂 矿物掺合料 抗冻临界强度 冬季施工
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