忽略回填料与岩土热物性差异对桩基埋管换热计算的影响

桩基埋管换热器具有桩径大、埋深浅的特点,适用于桩基埋管特点的系列导热解析解模型被不断提出,但是该类模型均忽略了回填料与岩土热物性的差异。对于桩径较大的桩基埋管而言,较大的热物性差异将引起较大的计算误差。建立了区别回填料与岩土热物性差异的导热数值解模型,对比分析忽略热物性差异对桩基埋管换热计算的影响,研究表明:导热系数差异对桩基埋管长时间运行的换热热阻计算影响甚小;容积比热差异将引起桩基埋管较大的设计容量误差;桩径越大,热物性差异引起的计算误差越显著。     

Effect of rubber particles on cement stabilized gravel system

The primary objective of this paper was to study the mechanical properties and durability of the cement stabilized gravel by different compact method. The influence of rubber particle content on mechanical properties of samples was studied by compaction tests and freezing thawing recycle tests. Pore structure and fractal characteristic of mixture were analyzed quantitatively using mercury intrusion porosimetry （MIP）. X-ray diffraction （XRD） was adopted to identify the composition phases. The morphology analysis in micro scale and elemental analysis of samples were carried out by scanning electron microscope （SEM）. The optimum compressive strengths of rubber cement stabilized gravel （RCSG） with static compaction method and with vibratory compaction method were obtained by controlling compaction degree and vibration time, respectively. From the compaction tests, the vibratory compaction method is preferred compared with the static compaction method as better compressive strength can be improved by about 340%-360%. Besides, test results also reveal that compressive strength of samples with vibratory compaction method or static compaction method will decrease with the rubber particle bulk content increasing. The freezing thawing recycle tests indicate that freezing thawing resistance has been improved （frozen stability coefficient K has been increased from 0.89 to 0.97） by the addition of rubber particles. MIP tests show that the mean pore diameter and porosity of mixture have been increased from 70 to 250 nm and 9% to 24% respectively, with the rubber particles content increasing. Component analysis shows that the calcium silicate hydrate （CSH） is the predominant hydrate product with or without the addition of rubber particles.     

预应力CFRP布三种粘贴方式对RC梁受弯性能的影响

为研究不同加固方式对梁受弯性能的效果,以节约加固成本,采用单元"生死"技术对预应力CFRP布加固钢筋混凝土梁进行了有限元模拟,并与试验结果做了比较,结果表明计算值和试验值吻合较好.在此基础上,分别设计了三种不同粘贴方式的预应力碳纤维布钢筋混凝土梁.第一种粘贴方式是预应力碳纤维布梁底全部粘贴;第二种粘贴方式是预应力碳纤维布梁底跨中粘贴;第三种粘贴方式是预应力碳纤维布梁底跨中部分粘贴.对三种不同粘贴方式下的预应力CFRP布加固钢筋混凝土梁进行模拟计算,对比分析三种不同预应力CFRP布粘贴方式对钢筋混凝土梁受弯性能的影响.研究结果表明:同等条件下,采用第二种加固方案效果最佳.     

Interfacial Microstructure and Mechanical Properties of Al/Mg Butt Joints Made by MIG Welding Process with Zn-Cd Alloy as Interlayer

Butt joints between Mg alloy AZ31 B and pure Al 1 060 sheets were produced via metal inert gas welding process with Zn-Cd alloy foil. Crack-free Al/Mg butt joints between AZ31 B Mg alloy and pure Al 1060 sheets were obtained. Intermetallic compound layer 1 and layer 2 had formed in fusion zone/Mg alloy and the average thickness of the layer 1 was about 50 μm. The intermetallic compound layer 1 consisted of Al12Mg17 and Mg2Si phases while layer 2 consisted of Al12Mg17, Mg2Si and Mg Zn2 phases. The crack started from the IMC layer at the bottom of the joint and propagated along the brittle IMC layer, then expanded into weld metal during the SEM in situ tensile test. The highest tensile strength of the dissimilar metal butt joints could reach 46.8 MPa and the effect ofinterfacial IMC layer on mechanical property of the joint was discussed in detail in the present study.     

新型氟硅表面活性剂的制备及其表面活性

以1,3,5-三甲基-1,3,5-三(3′,3′,3′-三氟丙基)环三硅氧烷(D3F)、八甲基环四硅氧烷(D4)、四甲基环四硅氧烷(D4H)、六甲基二硅氧烷(MM)为原料,经酸催化开环聚合制得含氟含氢聚硅氧烷(FPHMS),再和烯丙基聚氧乙烯聚氧丙烯醚(F6)在铂催化下经硅氢加成反应合成了一种新型氟硅表面活性剂(FSS).用红外光谱(IR)对FSS的结构进行了表征,并对FSS的表面性能等进行了测定.结果表明:FSS水溶液的临界胶束浓度(cmc)为1.0g·L-1,cmc处的表面张力(γcmc)为23.5mN·m-1.质量分数为0.5%的FSS水溶液的发泡力为1.53,5min的稳泡性为0.375,对苯的増溶力为13.7,对煤油、50#机油和苯的乳化力分别是9s、27s和28s,在硬水中的稳定性为5级.     

氧化胺型清洁压裂液的制备及室内评价

以油酸酰胺丙基二甲基叔胺、过氧化氢为原料制备出油酸酰胺丙基二甲基氧化叔胺(OADO)稠化剂.研究了冰乙酸、氯化铵添加量对OADO稠化性能的影响,检测了压裂液的耐温性、耐剪切性、悬砂性、耐酸碱性和破胶性.结果表明,m(氯化铵)∶m(冰乙酸)∶m(OADO)∶m(水)为0.5∶1∶1.5∶100时,压裂液pH值为6.0,粘度可达到82mPa·s,70℃时可有效悬砂,剪切60min后粘度仍大于25mPa·s,当压裂液中煤油含量大于0.8%时,120min内可完全破胶.     

往复荷载下预紧力对露出型柱脚力学性能的影响

预紧力作用下锚栓与结构协同工作时柱脚各组件的应力和柱脚刚度发生怎样的变化,有待于进一步研究.以露出型柱脚为研究对象,利用ANSYS软件,建立考虑接触的三维有限元模型,进行循环荷载下的非线性分析,研究锚栓预紧力对柱脚整体及各部分组件的力学性能影响.结果表明：预紧力可使锚栓与底板的连接更加紧密,增强柱脚的整体性和初始抗弯刚度,延缓底板的翘曲,但是由于锚栓预紧力的影响,锚栓的塑性变形发展趋势增加.考虑抗震设防要求进行柱脚设计时宜合理选择锚栓预紧力.     

Properties of Magnetite Nanoparticles Produced by Magnetotactic Bacteria

The magnetic nanoparticles(magnetite) were prepared through the fermentation of the Magnetospirillum strain WM-1 newly isolated by our group. The samples were characterized by TEM, SAED, XRD, rock magnetic analysis, and Mossbauer spectroscopy. TEM and SAED measurements showed that the magnetosomes formed by strain WM-1 were single crystallites of high perfection with a cubic spinel structure of magnetite. X-ray measurements also fitted very well with standard Fe3O4 reflections with an inverse spinel structure of the magnetite core. The size of crystal as calculated by the Debye-Scherrer's equation was approximately 55 nm. Rock magnetic analysis showed WM-1 synthesized single-domain magnetite magnetosomes, which were arranged in the form of linear chain. The high delta ratio((δFC / δZFC = 4) supported the criteria of Moskowitz test that there were intact magnetosomes chains in cells. The Verwey transition occurred at 105 K that closed to stoochiometric magnetite in composition. These observations provided useful insights into the biomineralization of magnetosomes and properties of M. WM-1 and potential application of biogenic magnetite in biomaterials and biomagnetism.     

型钢混凝土组合框架力学性能非线性分析

在充分考虑混凝土损伤、材料非线性及单元类型的基础上,建立了由预应力（非预应力）型钢混凝土梁及角钢混凝土柱构成的型钢混凝土组合框架有限元模型,对其在水平荷载作用下的力学性能进行数值分析及试验对比验证。在此基础上,进一步研究了水平荷载作用下组合框架受力的全过程,并对影响此类框架力学性能的主要因素进行了参数敏感性分析。结果表明：组合框架在梁端和柱底部均出现塑性铰,能实现“强柱弱梁”的破坏机制;随着轴压比增大,水平荷载‐位移曲线峰值荷载先增加后减小,峰值荷载对应的位移减小,延性降低;随着长细比增加,结构刚度降低,峰值荷载减小,延性增加。     

稀土元素铈离子掺杂对镍铬锌铁氧体电磁性能的影响

自蔓延燃烧法制备Ni0.4Cr0.4Zn0.2CexFe2-xO4(x=0,0.1)铁氧体,用X射线衍射仪(XRD)、扫描电子显微镜(SEM)、振动样品磁强计(VSM)和矢量网络分析仪表征了铁氧体的结构形貌、磁性能及介电性能。结果表明:两种粉体粒径均在180nm左右,晶格常数为0.8364nm。由于Ce3+取代了部分Fe3+,导致Ni0.4Cr0.4Zn0.2Ce0.1Fe1.9O4的饱和磁化强度Ms从75.53emu/g增大到81.53emu/g,剩余磁化强度Mr由27.85emu/g增至32.58emu/g,但矫顽力Hc从481.56Oe降至453.42Oe,在8.0~20.0GHz频率范围内,Ni0.4Cr0.4Zn0.2Ce0.1Fe1.9O4的反射损耗明显高于Ni0.4Cr0.4Zn0.2Fe2O4,Ni0.4Cr0.4Zn0.2Fe2O4的反射损耗在-3.98d B~-5.11d B之间,Ni0.4Cr0.4Zn0.2Ce0.1Fe1.9O4的反射损耗在-5.18d B~-6.94d B之间。