模拟混凝土孔溶液中钢筋钝化膜生长动力学及孔蚀过程的研究

用恒电位电流衰减法及激光扫描光电化学显微技术研究了在于ＰＨ＝１２．５及１３．８的模拟混凝土孔溶液中钢筋钝化化膜的生长动力学及相应的破坏过程，实验结果表明，钢筋钝化膜的生长过程存在两个主要阶段，各阶段膜厚均与生长时间存在正比对数关系，但当ｔ＜３０秒和ｔ＞３０秒时，膜的生长表出出不同的动力学特征，在钝化发生点蚀前，钝化膜的微区光电流一定的预兆，腐蚀抑制剂ＮａＮＯ２影响膜的生长过程及膜厚，能提高钢筋的抗     

Non-isothermal thermokinetic of cement hardening

Thermokinetic analysis of cements hydration under nonisothermal conditions was performed. The influence of the application moment, intensity and duration of heat effect on the velocity and completeness of the character of hydration was estimated.     

Hydroxyapatite-poly(d,l-lactide) Nanografts. Synthesis and Characterization as Bone Cement Additives

This paper reports the creation of hydroxyapatite/polyester nanografts by “graft-from” polymerization of d,l-lactide with [Ca₅(OH)(PO₄)₃]₂ as the initiator and tin(II)-2-ethylhexanoate as the catalyst. Model polymerizations were performed with cyclooctanol as initiator to confirm the grafting on the surface of the hydroxyapatite nanocrystals. Polymers with the highest molecular mass (M_n) between 4250 Da (cyclooctanol) and 6100 Da (hydroxyapatite) were produced. In both cases the molecular mass distributions of the polymers formed were monomodal. The materials obtained were characterized by size-exclusion chromatography, NMR and FT-IR spectroscopy, and thermal methods. Their suitability as additives for commercial bone cement (Simplex P Speedset, Stryker Orthopaedics) has been confirmed by thermal analysis techniques and mechanical testing. The results obtained show that addition of the hydroxyapatite/ polyester nanografts improved both thermal and mechanical properties of the bone cement.     

游离氧化钙,氧化镁连续测定的电导法研究

研究了乙二醇对氧化钙，氧化镁的提取条件，利用乙二醇提取氧化钙后在催化剂存在下继续提取氧化镁，建立了电导法连续测定ＣａＯ，ＭｇＯ分析方法，可用于水泥熟料中游离氧化钙，氧化镁的测定。     

Calorimetry in the studies of cement–Pb compounds interaction

The effect of PbO on cement hydration kinetics by calorimetric method was evaluated as a first step in this project. Substantial retardation of reaction with water at early stages with subsequent intensification of the process was found. As the next step, the model systems covering pure cement minerals and their mixtures of various composition as well as soluble Pb salts were taken into account to elucidate the mechanism of delayed, by quite good formation of products in the so-called post-induction period. The precipitation of sulphate, forming very thin impermeable layer seems to be responsible for this delaying effect in case of cement, however the other reactions of Pb compounds in alkaline environment of hydrating calcium silicate are not out of importance. In order to prove this, the studies of chemical composition in small areas were also carried out.     

Degree of hydration in cement paste and C<Subscript>3</Subscript>A-sodium carbonate-water systems

This research provides a fundamental understanding of the early stage hydration of Portland cement paste, tricalcium aluminate (C₃A) paste at water to cement ratio of 0.5 and C₃A suspension at water to cement ratio of 5.0 modified by 2 or 4 mass% of sodium carbonate. A high conversion of unreacted clinker minerals to gel-like hydration products in the cement-Na₂CO₃ pastes takes place rapidly between 1^st to 24^th h. Contrary the Ca(OH)₂ formation within the same time interval is retarded in the excess of CO₃²⁻ ions due to intensive rise and growth of CaCO₃ crystals in hydrated cement. Later, the conversion of clinker minerals to the hydrate phase is reduced and higher contents of calcite and vaterite relative to that of Ca(OH)₂ in comparison with those found in the Portland cement paste are observed. As a consequence a decrease in strength and an increase in porosity between hardened Portland cement paste without sodium carbonate and those modified by Na₂CO₃ are observed. C₃A hydrates very quickly with sodium carbonate between 1^st and 24^th h forming hydration products rich in bound water and characterized also by complex salts of (x)C₃A·(y)CO₂·(zH₂O type, whereas C₃A-H₂O system offers C₃AH₆ as the main hydration product. Higher content of the formed calcium aluminate hydrates in C₃A-Na₂CO₃-H₂O system also contributes to early strength increase of Portland cement paste.     

Hydration Behaviour of Mixtures of Cement and Fly Ash with High Sulphate and Chloride Content

DTA/TG thermoanalytical investigations and X-ray diffractometry were carried out which demonstrate the effect of MSW fly ash on the hydration reactions of pozzolanic cement. The MSW fly ash has high content of calcium sulphate, alkali chlorides and heavy metals. During the first curing period the calcium aluminate reacts with the sulphate to form ettringite. In that period also the presence of syngenite is noted in the pastes. With the growth of the fly ash content of the mixture there is a lengthening of the period in which the hydration reactions of the calcium silicates are inhibited. Subsequently with the progress of hydration in the pastes the CSH phase develops and the formation of calcium chloroaluminate phase is observed. This revised version was published online in July 2006 with corrections to the Cover Date.     

流态混凝土高效减水剂CAN与水泥适应性

为了解决流态混凝土试验和应用中存在的问题，从配合比设计及施工工艺的角度研究了流态混凝土工作性能和质量，认为流态混凝土的外加剂与水泥的适应性是影响流态混凝土品质的关键因素。通过高效减水剂CAN与水泥适应性试验，分析石膏形态、水泥凝结与坍落度损失的关系、碱含量对水泥水化的影响、高硅酸二钙水泥与坍落度损失关系的基础上，阐明了水泥不适应性与外加剂的品种、作用机理、原材料的选用和制造工艺、胶凝材料的成份、细度、水泥磨细阶段的差异有关，同时还受环境温度、加料方式和外加剂用量的影响。     

油井水泥纤维增韧材料的研究与应用

为了解决国内油田薄油层井、小间隙井和侧钻井固井后射孔及后续增产措施造成的水泥环脆裂(即二次窜流)问题,研制开发了油井水泥纤维增韧材料(增韧剂F17F).对增韧水泥石的各种力学性能(抗折强度、抗冲击功、弹性模量和应力/应变关系等)及纤维增韧水泥浆体系的工程性能进行了测试.结果表明,增韧水泥石的弹性模量降低了16.9%~48.0%,抗冲击功提高了27.0%~68.0%,抗折强度提高了15.9%~33.0%;增韧水泥的流动性得到改善,其失水量和析水率显著降低.此外,还进行了聚能射孔试验、地面打灰试验、1口井的现场打水泥塞试验和2 口井的现场固井试验.室内实验和现场试验结果表明:增韧水泥的强度、抗冲击能力及其综合工程性能均能满足固井施工的要求.     

水泥砼路面施工质量控制

探讨了水泥砼路面施工质量控制问题，包括原材料的质量控制，基层表面的清理与检查，施工质量控制的基本要求，水泥砼的搅拌、摊铺，水泥砼路面的接缝、养生及施工，质量检测等。