我国女职工劳动保护标准与国际劳工标准比较研究

中国“入世”后 ,其劳动标准问题与其他经济和社会领域中的问题一样 ,不可避免地越来越带有国际化的色彩。究竟我国的劳动标准处于何种水平 ?是低 ,是高 ?这需要针对劳动标准的各方面内容进行一系列的比较研究。我国女职工劳动保护标准作为劳动标准体系中的一个组成部分 ,一直是国际社会关注的热点问题之一。通过比较 ,可以认为 :就水平而言 ,我国法定的女工保护标准或者与国际标准类似 ,或者高于国际标准 ;就结构而言 ,二者的框架也大体相同。但鉴于国际劳工标准的发展趋势 ,我国女工保护标准也应考虑增加某些注重促进女工社会平等方面的内容 ,如家庭责任问题等。     

钢筋混凝土界面的疲劳损伤

钢筋与混凝土界面的脱粘是钢筋混凝土材料与结构的主要失效形式之一。针对笔者建立的几何剪切筒模型和选取的常用实验加载方式 ,推导出循环荷载作用下钢筋与混凝土界面脱粘应力解析模型 ,借助断裂力学的基本理论 ,进一步研究和分析了界面疲劳脱粘速率及界面摩擦剪应力与循环加载次数的关系 ,同时考虑了泊松比对疲劳特性的影响 ,为混凝土结构的安全评估提供一个新思路。     

铁路道口安全与框构桥设计软件实现

铁路平交道口是铁路运输中常发生列车和汽车事故的地方 ,在列车经过平交道口时 ,汽车和行人等都必须停在道口两侧 ,严重地影响了交通安全 ,甚至有火车与熄灭在道口的汽车相撞 ,造成火车脱轨的重大事故。因此 ,平交道口改为立体交叉已势在必行。笔者提出了将平交道口改建为框构桥的设计方法 ,并用面向对象的程序设计方法实现了框构桥的自动设计、分析、计算及绘图等过程 ,将极大提高框构桥设计的工作效率 ,加快平改立的速度 ,尽快消除安全隐患     

电化学法处理高盐苯酚废水的研究

对在氯盐电解质中用电化学方法处理含酚废水进行了研究，着重探讨了盐的种类与浓度、反应温度与溶液：pH、电流密度、苯酚初始浓度及阴阳极转换频率对苯酚去除率的影响。在Na2SO4的浓度为0．2mol／L，NaCl的浓度为0．1mol／L、苯酚初始质量浓度为200mg／L、电流密度为0．04A／cm^2、温度为35℃、pH为12．5、阴阳极转换频率为5min/次及反应时间为200min的条件下，苯酚的去除率为99．5％，COD去除率为5％，CIO^-把苯酚氧化成了其他有机化合物。     

垂直层流清净室新送风方式

分析了在空气净化中利用吊顶上方空间作静压室的送风方式的不合理之处，提出了1种管道送风方式。     

安全生产必须坚持预防为主--论安全生产的基本方针

安全第一,预防为主是党和国家的一贯方针。自新中国成立以来,党中央、国务院历来重视安全生产工作,提出了“安全第一、预防为主”的安全生产方针。随着改革开放和经济高速发展,安全生产越来越受到重视。近年来,江泽民、李鹏、朱镕基、李岚清和吴邦国等中央领导同志,高度关     

C6MW汽轮机汽缸膨胀不畅原因及对策

提出山东光明热电股份有限公司1#汽轮机汽缸膨胀不畅的问题，分析了几种典型缺陷引发的故障现象以及部分处理过程。     

Growth and phosphate uptake kinetics of Microcystis aeruginosa under various environmental conditions

Growth and uptake of exogenous phosphate by Microcystis aeruginosa in batch culture under different temperature, photoperiod, and turbulence were studied by the method of phosphate isotope tracer. Relatively high temperature, long photoperiod and strong turbulence increased the cell density of M. aeruginosa in these batch cultures. The initial rapid uptake of phosphate by M. aeruginosa was independent of the temperature, photoperiod, and turbulence. Similarly, maximum exogenous phosphate uptake was not related to these environmental factors. However, elevated temperature and turbulence shortened the time, required to obtain maximum P accumulation. The growth of M. aeruginosa could alleviate the phosphorous leakage. Total amounts of exogenous phosphate uptake to M. aeruginosa and the phosphorus leakage of M. aeruginosa were significantly influenced by the growth state of M. aeruginosa closely correlated with the environmental factors. The maximum volume of exogenous phosphate uptake to M. aeruginosa was 46% of added exogenous phosphate in water with 16 hours of photoperiod. Thus, total amounts of exogenous phosphate uptake to M. aeruginosa were more strongly affected by the photoperiod length than temperature and turbulence.     

Performance of a subsurface-flow constructed wetland in southern China

IntroductionTheconstructedwetlandshavebecomeaglobaltechnologyforwaterpollutioncontrolbothindevelopedanddevelopingcountries(Seidal,196 6 ,1976 ;Kickuth ,1977;Cooper,1995 ;IWA ,2 0 0 0 ) .Recentinventoriesindicatedthattherearemorethan 6 0 0 0andmorethan 10 …     

Degradation of phenol in an upflow anaerobic sludge blanket(UASB) reactor at ambient temperatureKE

A synthetic wastewater containing phenol as sole substrate was treated in a 2.8 L upflow anaerobic sludge blanket(UASB) reactor at ambient temperature. The operation conditions and phenol removal efficiency were discussed, microbial population in the UASB sludge was identified based on DNA cloning, and pathway of anaerobic phenol degradation was proposed. Phenol in wastewater was degraded in an UASB reactor at loading rate up to 18 gCOD/(L·d), With a 1:1 recycle ratio, at 26(1℃, pH 7.0-7.5. An UASB reactor was able to remove 99% of phenol up to 1226 mg/L in wastewater with 24 h of hydraulic retention time(HRT). For HRT below 24 h, phenol degradation efficiency decreased with HRT, from 95.4% at 16 h to 93.8% at 12 h. It further deteriorated to 88.5% when HRT reached 8 h. When the concentration of influent phenol of the reactor was 1260 mg/L(corresponding COD 3000 mg/L), with the HRT decreasing(from 40 h to 4 h, corresponding COD loading increasing), the biomass yields tended to increase from 0.265 to 3.08 g/(L·d). While at 12 h of HRT, the biomass yield was lower. When HRT was 12 h, the methane yield was 0.308 L/(gCOD removed), which was the highest. Throughout the study, phenol was the sole organic substrate. The effluent contained only residual phenol without any detectable intermediates, such as benzoate, 4-hydrobenzoate or volatile fatty acids(VFAs). Based on DNA cloning analysis, the sludge was composed of five groups of microorganisms. Desulfotomaculum and Clostridium were likely responsible for the conversion of phenol to benzoate, which was further degraded by Syntrophus to acetate and H2/CO2. Methanogens lastly converted acetate and H2/CO2 to methane. The role of epsilon-Proteobacteria was, however, unsure.