LOW TEMPERATURE ALUMINUM FLOATING ELECTROLYSIS IN HEAVY ELECTROLYTE Na_3AlF_6-AlF_3-BaC1_2-NaCl BATH SYSTEM

Multiple regression equations of liquidus temperature, electrical conductivity and bath density of the Na_3AlF_6-AlF_3-BaC1_2-NaCl system were obtained from experiments by using orthogonal regression method. The experiments were carried out in 100A cell with low melting point electrolyte, the influences of cathodic current density, electrolytic temperature, density differences of bath and liquid aluminum on current efficiency (CE) were studied; when the electrolyte cryolite ratio was 2.5, w(BaC1_2) and w(NaCl) were 48% and 10%, respectively, CE reached 90% and specific energy consumption was 10.97k Wb/kg/kg. Because of the fact that aluminum metal obtained floated on the surface of molten electrolyte, this electrolysis method was then defined as low temperature aluminum floating electrolysis. The results showed that the new low temperature aluminum electrolysis process in the Na_3AlF_6-AlF_3-BaC1_2-NaCl bath system was practical and promising.

基于3,5-二溴水杨醛席夫碱镍配合物-氧化石墨烯电化学免疫传感器检测Anti-IgG含量的研究

应用物理吸附法将羊抗人IgG抗原直接固定于3,5-二溴水杨醛席夫碱镍配合物-氧化石墨烯修饰的金电极表面,制备电化学免疫传感器。采用循环伏安法和交流阻抗法对传感器进行表征,结果表明该传感器适合检测Anti-IgG浓度。同时探讨了缓冲液pH值、扫描速度、免疫反应温度、抗原与抗体配比对循环伏安峰电流的影响,结果表明在5-100mV/s扫速范围内,峰电流与扫速呈线性。孵育最优条件为25℃,h-IgG与Anti-IgG配比为1∶1。循环伏安法研究还表明Anti-IgG浓度在0.01-260μg/L范围内,线性关系良好,相关系数r^2=0.993,检出限（S/N=3）为0.006μg/L,据此建立了检测Anti-IgG浓度的新方法。

信号分子IRAK1/4在antiβ-2GPI/β2GPI复合物诱导THP-1细胞表达TF中的作用探讨

目的:探讨IRAK1和IRAK4在antiβ-2GPI/β2GPI复合物诱导单核细胞株THP-1表达组织因子(TF)中的作用。方法:利用荧光定量PCR(Real-time PCR)、TF活性试剂盒分别检测THP-1细胞表达TF mRNA及TF活性;Western blot检测anti-β2GPI/β2GPI复合物诱导THP-1细胞表达IRAK1、磷酸化-IRAK1(p-IRAK1)、IRAK4情况;观察IRAK1/4抑制物是否干预anti-β2GPI/β2GPI复合物诱导THP-1表达TF。结果:Antiβ-2GPI/β2GPI复合物(100μg/ml)诱导THP-1细胞表达TF显著增加(P<0.05 vs control);Antiβ-2GPI/β2GPI复合物(100μg/ml)刺激THP-1细胞表达IRAK1、p-IRAK1、IRAK4(蛋白)显著升高(P<0.05 vscontrol);IRAK1/4抑制物(50μmol/L)能够阻断antiβ-2GPI/β2GPI复合物(100μg/ml)诱导THP-1表达TF及IRAK1磷酸化的效应。结论:antiβ-2GPI/β2GPI复合物诱导THP-1细胞表达TF过程中,信号分子IRAK1/4被激活进而发挥重要作用。

三维Anti de Sitter空间中Lorentzian曲面的S_t^1×S_s^1-值光锥Gauss映射的奇点分类

利用Arnol'd的Legendrian理论,对三维Anti de Sitter空间中Lorentzian曲面进行了研究.引入光维高度函数概念研究了三维Anti de Sitter空间Lorentzian曲面的S1t×S1s-值、光锥Gauss映射的奇点,进行了奇点分类,揭示了类光Causs-kronecker曲率之间的关系;并研究了Lorentzian曲面的一些基本几何性质.

Effects of fundamental structure parameters on dynamic responses of submerged floating tunnel under hydrodynamic loads

This paper investigates the effects of structure parameters on dynamic responses of submerged floating tunnel （SFT） under hydrodynamic loads. The structure parameters includes buoyancy-weight ratio （BWR）, stiffness coefficients of the cable systems, tunnel net buoyancy and tunnel length. First, the importance of structural damp in relation to the dynamic responses of SPT is demonstrated and the mechanism of structural damp effect is discussed. Thereafter, the fundamental structure parameters are investigated through the analysis of SFT dynamic responses under hydrodynamic loads. The results indicate that the BWR of SFT is a key structure parameter. When BWR is 1.2, there is a remarkable trend change in the vertical dynamic response of SFT under hydrodynamic loads. The results also indicate that the ratio of the tunnel net buoyancy to the cable stiffness coefficient is not a characteristic factor affecting the dynamic responses of SFT under hydrodynamic loads.

Experimental Study on A Sloshing Mitigation Concept Using Floating Layers of Solid Foam Elements

A sloshing mitigation concept taking advantage of floating layers of solid foam elements is proposed in the present study. Physical experiments are carried out in a liquid tank to investigate the hydrodynamic mechanism of this concept. Effects of the foam-layer thickness, excitation amplitude, and excitation frequency on the sloshing properties are analyzed in detail. It is found that the floating layers of solid foam elements do not evidently affect the fundamental natural sloshing frequency of the liquid tank evidently among the considered cases. At the resonant condition, the maximum wave height and dynamic pressure are greatly reduced as the foam-layer thickness increases. Higher-order pressure components on the tank side gradually vanish with the increase of the foam-layer thickness. Cases with different excitation amplitudes are also analyzed. The phenomenon is observed when the wave breaking in the tank can be suppressed by solid foam elements.

On the Construction of Deepening Anti - corruption Mechanism

It needs the foundation of system and the guarantee of organizational system for anti-corruption,but it is more necessary to build and form an effective anti-corruption mechanism,so that the anti-corruption can be really put into practice. Anti-corruption mechanism refers to a organic operation system of the interaction,interconnection and constraint between the constituent elements( parts) and elements of national anti-corruption,and as a system,anti-corruption mechanism should have the characteristics of system aticness,comprehensiveness,transparency,legalization,public participation,scientific dynam ic,and internationalism. The construction of deepening anti-corruption mechanism is the need for reconstructing the ruling legitimacy of the party and the governm ent. Adhering to the principle of treating both root causes and symptoms is necessary in the construction of anti-corruption m echanism,com bating and punishing corruption is an important part of anti-corruption,and the prevention and control of corruption is the basic project of anti-corruption. Therefore,the construction of prevention and control mechanism in the anti-corruption mechanism has a more far-reaching significance.

Anti-Bacterial and Flame Retardant for Cotton Fabric by One-Bath Finishing

A research on the process of cotton fabric flame-re-tarding,anti-bacterial finishing and one-bath finish-ing of anti-bacterial and flame-retarding is discussed.The flame retardant agent was phosphorous-contained,and the bacteriostatic finishing agent named SFR-1 wassynthesized.The flame retardancy of the fabric finishedcan meet the DOC FF3-71 Children Sleepwear Stan-dard.Its bacterial inhibiting capacity can meet and ex-ceed the requirements of similar products

Testing of Anti-stripping Property of Friction Spun Core Yarn

Friction spun core yarn has two components: filament core and staple fiber sheath. Under axial rubbing action, the failure mode of the core yarn is the stripping of the sheath from the core. This paper introduces a method to test the anti - stripping property of the core yarn. With a modified Universal Testing Machine, the stripping resistance of friction spun core yarn can be continuously measured. Some factors Influencing the measurements are discussed in detail. The testing results are compared with those from a Y731 Yarn Abrasion Tester and fur - ther confirmed by weaving practice.

基于Rosin-Rammler的离散元扩大头抗浮锚杆抗拔力学特性影响研究

目前,抗浮锚固技术已被广泛应用于工程建设中。然而,学界对扩大头抗浮锚杆与不同级配土体相互作用的力学机制的研究尚不充分。因此,文章针对扩大头抗浮锚杆与土体级配的相互作用展开了研究。首先通过Rosin-Rammler函数构建级配曲线,并以曲线形状参数m值表征土体颗粒的不均匀性,然后进行拉拔数值模拟。结果表明,在拉拔过程中,m值越大,土体颗粒越不均匀,并且拉拔承载力随着m值的增大而减小。同时,速度传递区域由类锥形转为类矩形分布,接触力链由粗支网状转为细支网状。

抗浮锚杆应力-应变状态的线弹性理论分析

假定抗浮锚杆各部分贡献的位移与锚杆轴力均呈线弹性关系,运用力学原理分析锚杆轴力与锚侧摩阻力、锚-土变形之间的相互关系,推导出锚杆的摩阻力、轴力及各部分变形与锚杆各参数的相互关系。实例验证结果表明:基于线弹性模型基础上建立的摩阻力、轴力和位移公式能够较好地描述垂向抗浮锚杆在弹性变形阶段的内力和变形形态;获得了抗浮锚杆摩阻力和剪切位移沿锚固长度的分布规律;证实了锚土界面处变形为土层抗浮锚杆变形的主要部分。

独柱墩-自浮式防船撞装置波浪荷载研究

针对独柱墩-自浮式防船撞装置耦合体系,开展室内波浪力试验并总结相关规律,利用试验结果验证校准AQWA数值模型。根据结构所受波浪压强的分布情况,利用Morison公式提取相应的荷载并得到结构水动力系数。考虑波浪高度、波浪周期、防撞装置断面形式和大小、防撞装置自浮比等影响因素,计算结构惯性力系数和接触力系数与相关因素的定量关系。研究表明:自浮式防撞装置起伏运动产生辐射波浪,使墩柱波压强数值偏大但不改变总体分布趋势。结构间接触力随机变化,可把结构接触力与墩柱波浪力之间的比值定义为接触力系数。计算得耦合体系中墩柱的惯性力系数达到2.175左右,防撞装置的惯性力系数达到2.125左右,接触力系数达到1.340左右。

基于承压-潜水耦合运动的坡地地下室底板抗浮水头计算方法

坡地地下室底板抗浮失效问题时有发生,并以强降雨条件为甚。然而,针对其抗浮水头方面的研究还鲜有报道,已有设计规范也没有可供参考的规定。对坡地透水层承压、潜水运动机理进行分析,提出承压-潜水耦合模型,基于达西定律和Dupuit假定,采用改进阻力系数法考虑底板、侧墙水头损失,建立抗浮水头理论公式。以底板坡度、坡顶侧和坡底侧水位为参数,设计50个算例,采用Geostudio-Seep/W软件建立渗流有限元模型,将有限元分析与理论计算结果进行比较,分析坡底、坡顶水位及底板坡度对抗浮水头的影响,并采用工程实例对计算方法进行验证。结果表明:承压、潜水与底板三者交界位置的水头随底板坡度增加而减少,随坡顶水位、底板坡度和坡顶底水位差的增加而增加;坡顶水位对底板抗浮水头的影响随坡底水位增加而降低,反之亦然;抗浮水头理论计算值与有限元分析结果的偏差在2.65%以内,且理论计算结果与工程实例相符,理论公式能反映坡地地下室底板下部的渗流特性。

抗浮锚杆荷载-位移特性及极限承载力预测

玻璃纤维增强聚合物(GFRP)抗浮锚杆因其布置灵活、分散应力、耐腐蚀性强、绿色环保等优点,已成为钢筋抗浮锚杆的良好替代品。为进一步研究GFRP抗浮锚杆的承载性能,基于青岛某基坑抗浮工程中的6根GFRP筋和钢筋锚杆开展现场拉拔破坏性试验。试验结果表明:钢筋锚杆与GFRP锚杆平均破坏荷载分别为324 kN、394 kN,锚固强度利用率均达到92%。在相同直径、相同锚固长度条件下,GFRP锚杆能够承受更大的拉拔力,且发挥了更大的黏结强度。在荷载-相对滑移曲线分析中,GFRP抗浮锚杆整体呈缓“S”形,钢筋锚杆整体呈“L”形,表明GFRP锚杆抗浮性能优于钢筋锚杆。根据二次多项式回归分析,当锚杆杆体位移量小于20 mm时,预测精度较高,最高可达96.15%。研究结果对实际抗浮工程应用具有一定的借鉴和参考价值。

钢-UHPC组合式防撞浮箱防撞性能研究

由于钢-橡胶组合式防撞浮箱被小型船舶撞击后防腐涂层易被破坏,引起箱体进水、防撞装置下沉等问题,因此多采用新型的钢-UHPC组合式防撞浮箱。为了解钢-UHPC组合式防撞浮箱防撞性能,采用数值模拟的方法,从船舶撞击速度以及角度2个方面探究钢-UHPC组合式防撞浮箱对削减桥墩受到撞击力的影响。结果表明:1)钢-UHPC组合式防撞装置具有良好的削减撞击力的能力,大约在30%~40%;2)该防撞装置对撞击力的削减在正撞下随速度增加而增强,在20°斜撞下随速度增加而减弱,但都能达到30%以上;3)大角度撞击下防撞装置对撞击力的削减效果十分明显,主要是由于该装置具有较好拨转船头效果。钢-UHPC组合式防撞浮箱在实际应用中具备良好的防撞性能,可起到保护桥墩、防止桥墩破坏的作用。

GLF-160防窜滚轮架微机控制系统的研究

筒形工件在滚轮架上做加工运转时，由于种种原因发生的水平轴向位移是十分有害的。防窜滚轮架是近年来国际上发展起来的先进设备，它可以有效地防止工件窜动，并将其规范在一个很小的允许范围内。采用微机控制系统实现滚轮架的防轴向位移在国内尚属首次，防窜精度达±２ｍｍ。

基于系统动力学-云模型的抗浮锚杆系统风险等级评价

随着地下空间不断开发,抗浮工程失效事故发生频率越来越高,因此对抗浮锚杆系统进行风险等级评价十分必要。首先,根据锚固界面力学失效机理对锚固界面子系统进行系统动力学分析,得到锚固界面风险形成路径,进而构建了抗浮锚杆系统风险评价指标体系;其次,以此为基础采用网络层次分析法和熵权法确定指标主、客观权重并通过博弈论方法进行组合优化;再次,结合云模型提出了抗浮锚杆系统风险等级评价方法;最后,结合实际工程进行验证。结果表明:该抗浮锚杆系统风险等级评价结果为Ⅱ级“需考虑的”,评价指标体系和评价方法对其风险等级评价具有较好的可行性,为抗浮锚杆系统风险等级评价和安全管理提供依据。

奥林匹克公园B27-2项目塔式起重机基础替代抗浮锚杆设计及施工技术

针对奥林匹克公园B27-2项目B标段基础抗浮问题,提出了一种采用厚塔式起重机基础压重代替部分锚杆的基础抗浮设计方法。通过把塔式起重机基础设置成为筏形下沉基础,用塔式起重机基础代替抗浮锚杆进行等效抗浮计算,从而实现厚塔式起重机基础压重代替部分锚杆,节约了成本,解决了塔式起重机基础低标高锚杆不易钻孔,同时加快了塔式起重机基础施工工期,为今后同类工程提供了一种新的施工思路。

Nano-X图形引擎算法优化

Nano-X是一个基于客户端/服务器(C/S)体系结构的GUI,系统结构采用分层设计,包括设备驱动层、图形引擎层和应用接口层。Nano-X系统稳定且具有良好的可裁剪性和较高的实时性,但图形引擎中未采用任何反走样算法,图形存在较严重的图形阶梯现象。为解决这一问题,基于Wu反走样算法提出了一种新型快速反走样算法,通过降低运算量提高了算法快速性。仿真结果表明该算法提高了绘图效率,明显减少阶梯现象,同时算法具有较高的实时性。

浮顶罐浮舱用EP-9401环氧无溶剂防腐蚀涂料的研制

研制出一种可用于浮顶罐浮舱内表面的无溶剂防腐蚀涂料。讨论了温度和促进剂加量对无溶剂防腐蚀涂料涂层固化前后质量变化的影响。