大载流体超高速关断装置爆炸桥设计原理研究

现有电场和电网关断装置关断时间较长(约100ms),易对发电机造成毁坏,导致重大损失。研究了一种超高速关断装置,可以实现对电网小于120μs关断。对构成该关断装置的关键性部件爆炸桥以及装药结构进行了深入研究,建立了爆炸桥模型,推导了爆炸桥破坏所需载荷计算公式。进行了有关的爆炸实验,结果表明,该装置能实现对主电路的超高速切断,理论计算的装药量与实验结果符合较好。     

安装偏差对光纤布喇格光栅应变测量的影响

通过理论推导和试验分析研究了安装偏差对光纤应变测量的影响,得到安装误差所带来测量误差的计算公式.发现光纤的轴向与预定安装方向的角偏差越大,测量误差也越大.用光纤光栅进行应变测量时,必须考虑光纤的安装偏差,它直接关系到测量结果的准确性.实际测量中要尽量确保传感器安装方位的准确.     

Sorting of bending magnets for the SSRF booster

The Shanghai Synchrotron Radiation Facility(SSRF)booster ring,a full energy injector for the storage ring,is deigned to accelerate the electron beam energy from 150MeV to 3.5GeV that demands high extraction efficiency at the extraction energy with low beam loss rate when electrons are ramping.Closed orbit distortion(COD)caused by bending magnet field uniformity errors which affects the machine performance harmfully could be effectively reduced by bending magnet location sorting.Considering the affections of random errors in measurement,both ideal sorting and realistic sorting are studied based on measured bending magnet field uniformity errors and one reasonable combination of bending magnets which can reduce the horizontal COD by a factor of 5is given as the final installation sequence of the booster bending magnets in this paper.     

非均匀栅距对压气机转子-静子气动干涉噪声的影响

根据Lighthill气动声学理论,推导出非均匀栅距结构下压气机转子-静子气动干涉噪声频谱公式。研究的叶栅结构为带进口导叶的单级三排叶栅,其中动叶栅距不变,而导叶和静叶栅距均采用非均匀栅距。计算了各种叶栅结构下转子-静子气动干涉噪声的大小。对不同叶栅结构的计算分析表明：在导叶和静叶采用一定的非均匀栅距组合型式下,在保证压气机级气动性能变化不大的同时,转子-静子干涉噪声能够得到降低。     

轮胎垂直方向刚性环模型

为研究轮胎在中等频率时的垂向力学特性,建立了垂直方向上的刚性环模型,对1/4车模型进行了振型分析,说明刚性环模型能反映中频时的振动。简单介绍了模型输入和轮胎动态特性试验,并将模型和试验结果进行了对比,表明垂直方向刚性环模型能较好反映轮胎在典型短波长不平路面上垂直方向上的力学特性。     

盾构施工对已有建筑物基础沉降的影响分析

以郑州市盾构施工区实际土质情况为背景,采用数值仿真分析软件FLAC 3D,就盾构隧道对邻近已有建筑的影响进行数值模拟分析,从而讨论隧道与建筑物间距及埋深等因素对基础差异沉降的影响.计算结果表明,当隧道近距离穿过筏基下的土层时,隧道中心偏离筏基下中心线越远,不均匀沉降差越大,但超过一定范围,又逐渐减小.同时,考虑沉降量和整体倾斜两个特征变形允许值给出了可以忽略盾构施工对建筑物沉降影响的隧道位置范围.     

Cupric ion release and cytotoxicity for Yuangong Cu-IUDs and the release behavior of indomethacin for medicated 220 Cu-IUD

These years Yuangong copper-bearing intrauterine devices （Cu-IUDs） have been used because of less side effects in use. The corrosion of copper is essential to the success of contraception, and the release behavior of indomethacin from medicated Cu-IUD is related to its therapeutic effect. In this study, analytical methods were established to investigate the release behavior of cupric ion of three kinds of Yuangong Cu-IUDs and indomethacin of medicated Yuangong 220 Cu-IUD. Cu-IUDs were incubated in simulated uterine solution （SUS）. The concentrations of cupric ion and indomethacin were analyzed by flame atomic absorption spectrometer （FAAS） for 60 days and UV/vis -3310 spectrophotometer for 60 days, respectively. The morphology of copper after corrosion was characterized by SEM. In addition, we detected cytotoxicity by MTT of L929 mouse fibroblasts cells caused by extracts of the three Yuangong Cu-IUDs. The release behavior of cupric ion for three kinds of Yuangong Cu-IUDs was biphasic, which consisted of the initial burst release and then slow and constant release. In vitro release experiment confirmed a biphasic release of indomethacin from Yuangong 220. The copper wire of Yuangong Cu-IUDs showed uneven corrosion. The RGR value of Yuangong 365 Cu-IUD was smaller than that of medicated Yuangong 220 Cu-IUD and RGR value of medicated Yuangong 220 Cu-IUD was smaller than that of Yuangong 300 Cu-IUD. The cupric ion release and indomethacin release showed biphasic. Indomethacin increased the cupric ion release rate and might diminish the adverse effects caused by burst release of cupric ion. The toxicity grade of these three Yuangong Cu-IUDs was 4. We should canvass the adverse events of Cu-lUDs based on practical experiments, and try our best to reduce the toxicity of Cu-lUDs.     

注浆法应用于局部非饱和黄土地基中的适用性

为了探明注浆法应用于黄土地区某既有高层建筑地基加固产生负面作用的原因,用以指导该建筑物进一步的加固工作。本文依托某建筑物纠偏工程讨论了注浆法在局部非饱和黄土地基中的适用性。现场监测了建筑物的沉降、倾斜以及地基土孔隙水压力指标,结合地质条件以及前期加固方案,分析了注浆后地基土承载力不升反降、建筑物沉降速率增大的原因。结果表明：注浆开始后,建筑物沉降速明显增大,且南侧高于北侧,随着施工的暂停和恢复,沉降速率随之减小和增大。最大沉降速率达2.05 mm·d-1,南北两侧最大沉降差达40.78 mm。孔隙水压力变化趋势与沉降速率类似,最大孔隙水压力达990.21 kPa。停止注浆后,地基南侧各处孔隙水压力有所降低,降幅约8.85%~45.56%。注浆使建筑物产生不均沉降的原因为,未凝结浆液中的水在注浆压力和较高的孔隙水压力作用下逐渐渗透到本就排水条件不良的地基土中,且由于地基内初始孔隙水压力及初始排水条件的差异,对地基产生了不均匀的影响,最终体现在建筑物不均匀沉降上。可见对于类似的排水条件不良且孔隙水压力过大的局部非饱和黄土地基,注浆加固前应采取打入排水板、泄压孔等措施消散孔隙水压力,然后再进行注浆施工。     

具有对称不均等负重合量的气动伺服阀特性

分析了具有负重合量的气动伺服阀特性及各节流口的流动形式.理论分析和实验结果表明：具有均等负重合量的气动伺服阀的零位压力约为供气压力的80%;当供气侧对称不均等负重合量小于排气侧负重合量时,零位压力小于供气压力的80%;当供气侧对称不均等负重合量大于排气侧负重合量时,零位压力大于供气压力的80%;具有对称均等负重合量或对称不均等负重合量的伺服阀的最大泄漏量发生在零位附近.     

桩的施工方法对桩基沉降的影响

通过对上海饱和粘土中１７座钻孔桩基和１８座打入桩基的实测沉降资料对比说明在荷载、地层剖面、持力层、桩长和桩基几何尺寸等都非常接近的条件下钻孔桩基的沉降小于打下桩基,揭示桩施工方法对桩基沉降的影响,根据桩施工引起的柱负摩阻力概念对两类桩基沉和差异的机制作了分析,并用此概念进行一步说明影响打入桩基沉降的复杂性。