P2O5对C6A4MS—C2S—C4AF系中β—C2S稳定作用研究

本文研究了C6A4MS－C2S－C4AF系中P2O5对β-C2S的稳定性问题。结果表明：P2O5的掺入能有效抑制β-C2S转变 为γ－C2S，稳定β－C2S；少量P2O5对C6A4MS的形成无抑制作用。     

BaO对高C3S熟料烧成的影响

针对高C3S熟料矿物体系,研究了BaO对相应的高钙生料易烧性的影响,并通过XRD、SEM研究了熟料矿物的结晶状况.结果表明:在较低烧成温度下(≤1350℃),掺入适量BaO后,能较明显地改善生料的易烧性,对矿物结晶影响不明显;但是在较高烧成温度下(＞1350℃),掺入BaO对改善生料的易烧性不利,C3S结晶程度下降,晶体尺寸均匀性降低.另外还对BaO影响高钙生料易烧性的机制进行了探讨.     

P2O5对C6A4MS-C2S-C4AF系中β-C2S稳定作用研究

本文研究了C6A4MS-C2S-C4AF系中R2O5对β-C2S的稳定性问题.结果表明:P2O5的掺入能有效抑制β-C2S转变为γ-C2S,稳定β-C2S;少量P2O5对C6A4MS的形成无抑制作用.     

C6A4MS与C11A7．CaF2的共存与转化关系研究

本文详细研究了C6A4MS与C11A7．CaF2的共存与转化条件，结果表明，C11A7．CaF2含量较高时能够抑制C6A4MS的形成，含量较低时则能与C6A4MS共存，升高温度能够消除C11A7CaF2对C6A4MS的形成的影响，C11A7.CaF2能与合成矿物C6A4MS共存。     

CaO－SiO＿2－CaSO＿4－CaF＿2－Al＿2O＿3系统中3C＿2S·3CaSO＿4·CaF＿2的形成动力学

３Ｃ＿２Ｓ·３ＣａＳＯ＿４·ＣａＦ＿２是水泥熟料烧成中应用ＣａＳＯ＿４和ＣａＦ＿２作为复合矿化剂时重要的中间化合物。探讨了Ａｌ＿２Ｏ＿３存在时３Ｃ＿２Ｓ·３ＣａＳＯ＿４·ＣａＦ＿２的形成动力学。研究发现Ａｌ＿２Ｏ＿３的存在促进了３Ｃ＿２Ｓ·３ＣａＳＯ＿４·ＣａＦ＿２的形成反应，降低了固相反应活化能，提高了控制反应过程组分ＣａＯ的扩散速率。     

纳米Fe3O4对透钙磷石骨水泥的理化性能影响研究

将纳米Fe3O4按与透钙磷石骨水泥基质质量比为1∶20、1∶10及1∶5的比例加入,研究对其性能的影响。结果表明,随Fe3O4掺入增多,由于理化结构改变,骨水泥固化时间被延长至约9～27min;固化放热明显降低;可注射性和抗压强度先上升后下降,掺入比为1∶10时,可注射性(可注射系数约89%)及抗压强度(约45MPa)最优,显著高于掺杂前;在1.59×106 A/m磁场下,材料饱和磁化强度从0.49A.m2/kg增加到5.51A.m2/kg,矫顽力从233.23A/m增加到707.64A/m;降解速度减缓明显,当掺入比达1∶5时,材料28d浸泡失重率由未掺杂时的约14.9%下降到约7.5%。     

基于3G的C/S模式宽带振动测试系统研究

复杂结构的振动信号分析算法要满足实时在线测量需要研究分布式计算方法,该系统突破传统动态测试与分析系统结构,研究一种基于3G的客户/服务器方式的振动测试分析系统,研制基于24位分辨率、109dB动态范围测试终端负责信号的本地测试与分析;研究一种位于远程服务器的全频带算法实现频率信号的自动识别,系统前、后台的任务通过自定义的3G用户协议将多种数据综合成流媒体方式进行实时交换,给出测试的结果表明系统方案可行,对构成分布系统具有参考价值。     

TiO2分级结构/C3N4复合材料的制备及光催化性能研究

以玉米叶作为生物模板,通过一步浸渍结合煅烧工艺合成分级结构TiO_2,然后通过机械混合法制备出TiO_2分级结构/C_3N_4复合材料。采用X射线衍射仪、扫描电镜、透射电镜、紫外分光光度仪、N_2吸附和电化学等方法对其进行表征。结果表明:与分级结构TiO_2(THS)相比,复合材料不仅光吸收性能得到提高,而且光电流也有所增强。此外,对复合材料的可见光催化性能进行了测试,发现复合材料的催化性能明显优于分级结构TiO_2和单一的C_3N_4。其中,TiO_2与C_3N_4质量比0.3∶1时光催化活性最好。     

g-C3N4基S型异质结的构建及其光催化性能研究

为了解决日益严重的环境污染和能源短缺等问题,基于半导体的光催化技术利用太阳能为环境修复和能源储存提供了一种“绿色”可持续的方案。首先介绍了g-C₃N₄的优点和局限性,以及S型半导体的优势与不足,接着介绍了g-C₃N₄基S型异质结的电子结构和光催化性质,综述了基于不同类型g-C₃N₄的S型异质结光催化材料构建和光催化性能的提升策略,并梳理了其部分应用。最后,综述了基于g-C₃N₄的S型异质结面临的挑战和未来发展趋势,有望为g-C₃N₄基S型异质结光催化材料的开发和实际应用提供重要的参考。     

核壳型Fe3O4/C纳米颗粒的溶剂热法制备及其微波吸收性能

本文以二茂铁为主要原料,通过溶剂热法在190℃反应72h制备了核壳型Fe3O4/C磁性纳米颗粒。通过X-射线衍射仪(XRD)、扫描电子显微镜(SEM)、X-射线能谱仪(EDS)、透射电子显微镜(TEM)、振动样品磁强计(VSM)、矢量网络分析仪对产物进行了表征。结果表明,产物为球形核壳结构的Fe3O4/C纳米颗粒,其尺寸在100~150nm之间,其中碳壳的厚度在10~20nm之间。室温下,产物的矫顽力(Hc)为13.635Oe,剩余磁化率(Mr)为5.00725emu/g,饱和磁化率(Ms)为17.6863emu/g。在2~18GHz范围内,产物厚度为5mm、频率为12.99GHz时,产物的微波反射率为-37.85dB。     

Influence of curing conditions on properties of high calcium fly ash geopolymer containing Portland cement as additive

This paper investigated the mechanical properties and microstructure of high calcium fly ash geopolymer containing ordinary Portland cement (OPC) as additive with different curing conditions. Fly ash (FA) was replaced with OPC at dosages of 0%, 5%, 10%, and 15% by weight of binders. Setting time and microstructure of geopolymer pastes, and flow, compressive strength, porosity and water absorption of geopolymer mortars were studied. Three curing methods viz., vapour-proof membrane curing, wet curing and temperature curing were used. The results showed that the use of OPC as additive improved the properties of high calcium fly ash geopolymer. The strength increased due to the formation of additional C–S–H and C–A–S–H gel. Curing methods also significantly affected the properties of geopolymers with OPC. Vapour-proof membrane curing and water curing resulted in additional OPC hydration and led to higher compressive strength. The temperature curing resulted in a high early compressive strength development.     

硫铝酸钙改性硅酸盐水泥应用研究进展

硫铝酸钙改性硅酸盐水泥熟料兼具硅酸盐水泥熟料和硫铝酸盐水泥熟料的优良性能,同时该种水泥熟料对粉煤灰等火山灰类材料具有超强的活性激发效果,这使得硫铝酸钙改性硅酸盐水泥具有广阔的应用前景。主要概括了硫铝酸盐改性硅酸盐水泥的性能及水化特性,综述了该种水泥与不同矿物掺合料的复合性能以及与化学外加剂的适应性,提出了硫铝酸钙改性硅酸盐水泥存在的问题及改善措施。     

Influence of LiAl-layered double hydroxides with 3D micro-nano structures on the properties of calcium sulphoaluminate cement clinker

The effect of LiAl-layered double hydroxides (LiAl-LDHs) with 3D micro-nano structures on the early properties and hydration process of calcium sulphoaluminate cement (CSAC) clinker was investigated. Three LiAl layered double hydroxides (LiAl-LDHs) with different particle size were prepared through a facile solvothermal method. CSAC clinker incorporating LiAl-LDHs with constant water to cement radio were made and tested. The results indicate that a higher content of LiAl-LDHs resulted in a faster hydration rate, a shorter setting time and a higher early compressive strength. Besides, with the decrease of the particle size of LiAl-LDHs, the hydration rate was accelerated with corresponding increase in compressive strength. However, the influence of particle size of LiAl-LDHs on the setting time of CSAC clinker is not significant. Moreover, the addition of LiAl-LDHs did not result in a new phase formed, but increased the quantity of hydration products providing higher compressive strength and shorter setting time.     

双膨胀低热矿渣水泥的膨胀过程研究

本文借助水泥强度和净浆膨胀测定方法与XRD对高镁水泥熟料-矿渣-石膏系统的双膨胀低热矿渣硅酸盐水泥进行了研究。得到(1)低热矿渣水泥净浆膨胀随SO3含量和时间的变化规律;(2)低热矿渣水泥强度随SO3含量的变化规律;(3)在水泥中适量SO3和熟料中MgO含量小于5%时,钙矾石膨胀和水镁石膨胀具有连续性、整体性和稳定性;(4)矿渣的掺入有助于钙矾石的形成及其数量的增加和水泥膨胀率的增加与稳定。     

缓凝剂对掺UNF-5高C3S水泥水化的调控

采用流动度、电阻率和水化热等实验方法,研究了缓凝剂对掺定量UNF-5高C3S水泥浆初始水化历程的调控,着重研究了3种缓凝剂与UNF-5的叠加效应在高C3S水泥浆初始水化历程中产生的主要现象,以及这些现象对改善UNF-5与高C3S水泥的相容性的影响.实验表明:在浆体流动性方面,葡萄糖酸钠和多聚磷酸钠与UNF-5叠加时存在一个最佳掺量,柠檬酸出现负效应.在一定的温度范围内,叠加前后水泥浆体的流动度均随温度的增加而增大.缓凝剂对早期C3A水化的作用效应显著影响含UNF-5水泥浆体的流动度与早期电阻率之间的关系.缓凝剂的参与延缓水泥浆体结构的形成,放热峰削弱且得以宽化,有效解决放热集中的问题.对水泥浆体结构形成的延缓能力,葡萄糖酸钠最强,多聚磷酸钠次之,而柠檬酸相对最弱.     

Influence of curing temperatures on the hydration of calcium aluminate cement/Portland cement/calcium sulfate blends

In this paper, the effects of curing temperature on the hydration of calcium aluminate cement (CAC) dominated ternary binders (studied CAC: Portland cement: calcium sulfate mass ratio were 22.5: 51.7: 25.8) were estimated at 0, 10, 20 and 40 °C, respectively. Both α-hemihydrate and natural anhydrite were employed as the main source of sulfate. The impacts of temperature on the phase assemblages, morphology and pore structure of pastes hydrated up to 3 days were determined by using X-ray diffraction (XRD), backscattered electron imaging (BEI) and mercury intrusion porosimetry (MIP). Results reveal that the main hydration products are firmly related to calcium sulphoaluminate based phases. Increasing temperature would result in a faster conversion from ettringite to plate-like monosulfate for both calcium sulfate doped systems. When the temperature increases to 40 °C, an extraordinary formation of strätlingite (C₂ASH₈) and aluminium hydroxide is observed in anhydrite doped pastes. Additionally, increased temperature exerts different effects on the pore structure, i.e. the critical pore diameter shifts to finer one for pastes prepared with α-hemihydrate, but changes to coarser one for those made with anhydrite. From the mechanical point of view, increased temperature accelerates the 1-day strength development prominently, while exerts marginal influence on the development of 3-day strength.     

Effect of latex and superplasticiser on Portland cement mortar in the fresh state

This report deals with the individual and combined effect of latex and superplasticiser on Portland cement mortar in the fresh state. The compatibility of five commercial superplasticisers with four latexes of the vinyl polymer group and SBR latex in varying dosages was studied with respect to setting time, consistency of fresh cement pastes, subjective workability (surface texture, segregation), bleeding, air content, water reduction capacity and the flow-time relationship of fresh mortar. It has been observed that superplasticisers of melamine formaldehyde and a blend of melamine and naphthalene formaldehyde eliminated shortcomings like delayed setting, high air entrainment in the fresh latex-modified system whereas lignosulphonate and a blend of lignosulphonate and naphthalene formaldehyde aggravated it. In a consequent report, performances in the hardened state will be discussed.     

The effect of modification of KH2PO4 hardening liquid with H3PO4 and chitosan on setting reactions and compressive strength of calcium phosphate cement

The setting processes and mechanical properties of tetracalcium phosphate (TTCP) -monetite cements with H₃PO₄ and chitosan modified KH₂PO₄ hardening liquid have been studied. From XRD phase analysis, it was found that brushite was created in the first stage of the setting process by the interaction between phosphate compounds in hardening liquids and TTCP. Calcium deficient hydroxyapatite was the final product of the hardening process. The orthophosphoric acid addition to KH₂PO₄ hardening liquid caused lowering resistance to disintegration and an increase in the setting times of cements which allows the possibility for their control. Cement with pure KH₂PO₄ hardening liquid was resistant to wash-out immediately after mixing. Chitosan addition to KH₂PO₄ + H₃PO₄ hardening liquid of an amount around 1 wt.% did not affect change of setting time or improvement of disintegration behaviour of cement. Compressive strengths were around 80–100 MPa in cements soaked in SBF without an chitosan addition and chitosan caused an approximately 15% decrease in compressive strength. The compressive strength of calcium phosphate cements is more influenced by the hydroxyapatite particle morphology than their crystallinity.     

类生理环境下可降解纤维/磷酸钙复合骨水泥的性能与结构变化

采用生理盐水浸泡与肌肉埋植的方法分别研究了可降解纤维/磷酸钙复合骨水泥的体外力学性能、体内降解性能以及相组成、微结构随浸泡（或植入）时间的变化规律。浸泡结果表明:浸泡初期,纤维的加入一定程度上降低了复合骨水泥的抗压强度,但大大改善了其断裂韧性,而且抗弯强度略有增加;浸泡后期,复合骨水泥的抗压强度、抗弯强度、断裂功均明显下降。体内降解结果表明,随着植入时间延长,含纤维复合骨水泥的降解速率及其增加幅度均高于未掺纤维骨水泥。类生理环境下含纤维复合骨水泥力学性能、降解性能的变化与纤维的降解、材料微观结构的变化密切相关。      

熔融挤出温度对PA1010/CaCl2复合材料结构与性能的影响

通过共混挤出制备了尼龙1010(PA1010)/CaCl2复合材料,研究了挤出温度对PA1010/CaCl2复合材料结构与性能的影响。结果表明,随着挤出温度的提高,PA1010/CaCl2复合材料的结晶度越小,结晶不完善程度越大;PA1010/CaCl2复合材料的拉伸强度随熔融挤出温度的提高存在极值现象,冲击强度随熔融挤出温度的提高而增加,弯曲强度随挤出温度的提高而降低。提高挤出温度会降低PA1010/CaCl2复合材料的热变形温度。