纤维增强砂浆的断裂韧度K_(1C)试验研究

利用柔度法测定了不同龄期、不同配方下纤维增强砂浆试样的断裂韧度 KIC,得到了掺入纤维可使材料韧性增强的结论。     

砂浆抗渗性和抗压强度的影响因素

通过正交试验研究了三种减水剂(改性木素磺酸钙高效减水剂GCL1—3A、木素磺酸钙减水剂和萘系高效减水剂FDN)、减水剂掺量、水灰比、灰砂比、水泥标号对砂浆抗渗性和抗压强度的影响．结果表明,减水剂种类对砂浆的抗渗性和抗压强度的影响最显著．为了提高砂浆的抗渗性和抗压强度,优化配比方案为：在32．5R标号水泥中掺入0．4％(质量分数)GCL1—3A,灰／砂和水灰的质量比分别为1：2．5和0．435．掺入GCL1—3A的硬化砂浆结构致密,开口孔隙率从空白的20．56％降低到17．06％,孔径分布均匀度从0．17上升到0．46．初步探讨表明,GCL1—3A的空间位阻和静电斥力增大了对水泥的分散作用及其缓凝作用,共同提高了混凝土的耐久性．     

柱端安培检测毛细管电泳芯片及其初步应用

采用两步蚀刻技术制作集成工作电极导管的毛细管电泳芯片,30 μm直径的碳纤维微电极通过导管与分离通道末端对齐和固定,芯片上还制作了阴极通道以固定电泳负极.以神经传递物质多巴胺(DA)和邻苯二酚(CA)表征制作的芯片,DA和CA测定的线性范围为5~200 μmol以及20~800 μmol,检测限分别是0.51和2.9 μmol(S/N=3).三种酚类的检测结果表明该芯片可应用于环境样品的分析.     

Synthesis and Structure Elucidation of Novel Spirooxindole Linked to Ferrocene and Triazole Systems via [3 + 2] Cycloaddition Reaction

In the present work, a novel heterocyclic hybrid of a spirooxindole system was synthesized via the attachment of ferrocene and triazole motifs into an azomethine ylide by [3 + 2] cycloaddition reaction protocol. The X-ray structure of the heterocyclic hybrid (1″R,2″S,3R)-2″-(1-(3-chloro-4-fluorophenyl)-5-methyl-1H-1,2,3-triazole-4-carbonyl)-5-methyl-1″-(ferrocin-2-yl)-1″,2″,5″,6″,7″,7a″-hexahydrospiro[indoline-3,3″-pyrrolizin]-2-one revealed very well the expected structure, by using different analytical tools (FTIR and NMR spectroscopy). It crystallized in the triclinic-crystal system and the P-1-space group. The unit cell parameters are a = 9.1442(2) Å, b = 12.0872(3) Å, c = 14.1223(4) Å, α = 102.1700(10)°, β = 97.4190(10)°, γ = 99.1600(10)°, and V = 1484.81(7) ų. There are two molecules per unit cell and one formula unit per asymmetric unit. Hirshfeld analysis was used to study the molecular packing of the heterocyclic hybrid. H···H (50.8%), H···C (14.2%), Cl···H (8.9%), O···H (7.3%), and N···H (5.1%) are the most dominant intermolecular contacts in the crystal structure. O···H, N···H, H···C, F···H, F···C, and O···O are the only contacts that have the characteristic features of short and significant interactions. AIM study indicated predominant covalent characters for the Fe–C interactions. Also, the electron density (ρ(r)) at the bond critical point correlated inversely with the Fe–C distances.     

Carnosic Acid Encapsulated in Albumin Nanoparticles Induces Apoptosis in Breast and Colorectal Cancer Cells

Carnosic acid (CA) is a natural phenolic compound with several biomedical actions. This work was performed to study the use of CA-loaded polymeric nanoparticles to improve the antitumor activity of breast cancer cells (MCF-7) and colon cancer cells (Caco-2). CA was encapsulated in bovine serum albumin (BSA), chitosan (CH), and cellulose (CL) nanoparticles. The CA-loaded BSA nanoparticles (CA-BSA-NPs) revealed the most promising formula as it showed good loading capacity and the best release rate profile as the drug reached 80% after 10 h. The physicochemical characterization of the CA-BSA-NPs and empty carrier (BSA-NPs) was performed by the particle size distribution analysis, transmission electron microscopy (TEM), and zeta potential. The antitumor activity of the CA-BSA-NPs was evaluated by measuring cell viability, apoptosis rate, and gene expression of GCLC, COX-2, and BCL-2 in MCF-7 and Caco-2. The cytotoxicity assay (MTT) showed elevated antitumor activity of CA-BSA-NPs against MCF-7 and Caco-2 compared to free CA and BSA-NPs. Moreover, apoptosis test data showed an arrest of the Caco-2 cells at G₂/M (10.84%) and the MCF-7 cells at G2/M (4.73%) in the CA-BSA-NPs treatment. RT-PCR-based gene expression analysis showed an upregulation of the GCLC gene and downregulation of the BCL-2 and COX-2 genes in cells treated with CA-BSA-NPs compared to untreated cells. In conclusion, CA-BSA-NPs has been introduced as a promising formula for treating breast and colorectal cancer.     

轻质聚合物干粉抹面砂浆抗压强度与抗冻性

外墙抹面砂浆作为建筑物外表层常年受到冻害侵扰,为有效缓解冻害破坏及厘清劣化机理。以空心漂珠作细集料,掺入聚合物干粉与重钙制备不同水灰比的轻质抹面砂浆,通过正交试验,揭示水灰比、可再分散乳胶粉掺量及重钙掺量对抗压强度和抗冻性能的影响规律,并探讨砂浆性能变化的微观机理。结果表明：水灰比对抗压强度影响显著,可再分散乳胶粉掺量次之,重钙掺量影响最小。对于抗冻性能可再分散乳胶粉掺量影响显著,重钙掺量影响最小;在不同养护龄期下,水灰比对抗压强度影响较大,可再分散乳胶粉掺量对抗冻性能影响较大。若将水灰比控制在0.35附近,可再分散乳胶粉掺量与重钙掺量保持在3%以内,虽然抗压强度小幅降低,但抗冻性能优异。综合考虑抗压强度和抗冻性能的实际需求,外墙抹面砂浆的抗冻性能重要程度远大于抗压强度,基于此,可确定干粉抹灰的最优配比为水灰比0.37、可再分散乳胶粉掺量2.8%、重钙掺量3.9%。此外,也可结合实际工作环境与工程要求,设计不同配比的干粉抹灰。     

水性环氧树脂改性水泥基材料应用于彩色路面的研究

通过水性环氧树脂改性水泥基彩色砂浆,制备一种力学性能优异且经济的彩色路面铺装材料,并通过抗折强度试验、抗压强度试验、粘结强度试验、抗滑性能试验、色彩耐久性试验研究了复合材料的最佳配合比和路用性能,通过扫描电子显微镜(scanning electron microscope, SEM)试验分析了水性环氧树脂和粉煤灰对水泥水化产物的影响。结果表明：粉煤灰掺量10%,水性环氧树脂掺量10%,改性砂浆力学性能最优;改性砂浆的摆式摩擦系数BPN基本保持在55～80,抗滑性能良好;水性环氧树脂的掺入增加了水泥砂浆的粘结性、耐酸腐蚀性和后期抗折强度,但降低了其抗压强度;适量粉煤灰可以增加水泥砂浆的后期抗折和抗压强度。     

硅灰对水泥净浆与砂浆性能及砂浆结构影响的研究

探讨不同掺量的硅灰对水泥净浆与砂浆性能及砂浆结构的影响.结果表明:掺入硅灰可以减缓水泥早期水化反应速度,使水化产物减少,结构疏松,使水泥砂浆早期强度有所下降.掺入适量的硅灰可以提高水泥后期水化反应速度,使水化产物增多,提高水泥砂浆的密实度,并能促使水化反应长期进行,从而提高水泥砂浆的后期与长期强度;硅灰的优化掺量为8%.掺入硅灰会降低水泥净浆的流动性,增加水泥的凝结时间,但水泥的安定性均为合格.     

PKI/CA技术的起源、现状和前景综述

随着网络技术的发展，网络安全问题越来越受关注，公开密钥基础设施(PKI)技术为全面解决网络安全问题提供了可行方案。各国政府先后提出了自己的PKI体系统结构及其工作原理。回顾了PKI／CA技术的起源，分析了PKI／CA的基本原理，阐述了PKI／CA的国内外应用现状及其应用前景，并描述了PKI领域存在的问题。     

基于椭圆曲线(t,n)门限共享解签密方案

基于椭圆曲线提出一个带可信中心的(t,n)门限共享解签密方案。该方案综合了对称加密、Shamir门限方案和Junn方案的优点,除了计算量与通信量少外,还具有保密性、认证性、不可伪造性、不可否认性、抵抗接收组成员欺骗等特点,满足群体通信的要求,对存储容量和计算能力有限的硬件开发而言,该方案具有很大的实用价值和应用前景。在该方案中如果收发双方出现争论时,可信中心在没有发送方私钥的情况下,直接能够验证发送方的签密。最后分析了该方案的安全性。