等壳碾压混凝土重力坝层间抗滑稳定可靠度分析

针对以有限元为基础分析碾压混凝土重力坝层间可靠度其功能函数不能显式表达的特点,采用响应面法、JC法、窄界限法原理相结合的可靠度计算方法。由三维非线性有限元对等壳水电站碾压混凝土重力坝各随机变量分位点值的计算结果,采用抗剪断公式构建该电站非溢流坝段层面的功能函数,求得响应面方程,并应用JC法和窄界限法计算层间单元可靠度指标及层间体系可靠度指标,进一步分析材料的变异系数对体系可靠度的影响。结果表明,φ是影响体系可靠度指标的最敏感因子,碾压各层β值一般为4.16～5.70,层间体系可靠度β'为4.12,满足工程要求。该方法计算效率高,实用性强,用于碾压混凝土重力坝层间抗滑稳定可靠度分析是可行的,值得推广。     

浇筑温度对碾压混凝土重力坝温度应力的影响

采用三维有限元浮动网格法模拟碾压混凝土重力坝薄层施工过程，对百色碾压混凝土重力坝施工期和运行期的温度场、温度徐变应力场进行了全过程仿真计算，分析了按旬平均气温浇筑和设计浇筑温度浇筑两种不同浇筑温度对坝体温度应力分布的影响．     

Effect of hot air,UV-C,white light and modified atmosphere treatments on expression of chlorophyll degrading genes in postharvest broccoli (Brassica oleracea L.) florets

Several treatments were applied in order to delay postharvest degreening in broccoli florets and investigate their effects on genes associated with chlorophyll catabolism. Degradation of chlorophylls is the most evident visual manifestation of broccoli postharvest deterioration, occurring rapidly due to the immature stage in which the material is harvested. Treatments such as storage in modified atmosphere, exposure to hot air, UV-C and white lamps were employed in the current work to induce a delay in degreening and chlorophyll degradation. Expression of genes possibly related to chlorophyll catabolism was analyzed in these samples and discussed. Chlorophyllases, the enzymes traditionally believed to remove the phytol side chain from chlorophyll appear to have a gene expression that was not regulated by postharvest treatments. Pheophytinase, a recently discovered new enzyme in this metabolic pathway, correlated chlorophyll loss accurately in heat, UV-C and white-light treatments, but not in modified atmospheres. Results presented in this work indicate that postharvest treatments that delay chlorophyll degradation have a higher effect on the expression of pheophytinase rather than on chlorophyllase genes.     

热带高温地区碾压混凝土重力坝温控措施

为了研究在高温环境下浇筑大坝混凝土时,控制浇筑温度和通冷却水等常用温控措施的效果、探索适用于高温施工环境的温控措施,利用有限元法对某一位于热带高温地区的碾压混凝土重力坝进行了施工期和运行期的全过程温度场和温度应力场仿真计算,对比分析了不同冷却水水温和浇筑温度下的坝体温度场和温度应力场.计算结果表明,坝体温度应力受浇筑温度和冷却水水温影响较大,将坝体基础约束区的浇筑温度从25℃降低到23℃、冷却水水温从20℃降低到15℃时,坝体最高温度从36.9℃降低到了34.6℃、最大温度应力从1.64MPa降低到了1.40MPa,此结果满足该大坝温控防裂要求.由此可见,在高温地区建混凝土坝时,在相对较高的浇筑温度和冷却水水温的施工条件下,坝体的温度和温度应力可得到有效控制.研究成果对简化温控措施、缩短工期、减少投资有重要参考意义.     

铁和维生素A互作效应对肉仔鸡体内相关血液理化指标的影响

选用 1日龄艾维因肉仔鸡 5 0 4只 ,随机分为 9组 ,每组 4个重复 ,每个重复 14只鸡 (公母比为 1∶ 1) ,采用 3× 3(Fe× VA)完全随机试验设计 ,研究了日粮中不同添加水平的 Fe(0、30、6 0 mg/ kg)和 VA(75 0、15 0 0、2 70 0 IU/ kg)对不同生长阶段 (0～ 4周和 5～ 7周 )肉仔鸡体内相关血液理化指标 :血红蛋白 (Hb)含量、红细胞计数 (RCC)、红细胞压积 (PCV)、血沉 (ESR)的影响。结果表明 :1日粮铁添加水平对 0～ 4周肉仔鸡血液的 Hb含量 ,RCC,PCV和 ESR值影响均显著 (P<0 .0 5 ) ,5～ 7周时仅对 RCC值影响显著 (P<0 .0 5 )。 2日粮 VA添加水平对前后期 Hb含量影响均不显著 (P>0 .0 5 ) ,对前后期 RCC值影响均显著 (P<0 .0 1) ,对后期 PCV值影响显著 (P<0 .0 5 ) ,对前期 ESR值影响显著(P<0 .0 5 ) ,VA显著影响肉仔鸡体内铁状况血液指标。3交互作用对前后期 Hb含量、前期 RCC、后期 PCV、前期 ESR值影响均显著 (P<0 .0 5 )。 Fe(0 m g/ kg)× VA(70 5 IU/ kg)组前后期产生的 Hb含量和前期 RCC均低于正常范围 ,机体处于贫血状态。 4 Fe和 VA互作有助于改善血液 Hb含量和 RCC值     

Research on the Real -time Simulation of Temperature Field for RCC Gravity Dam

The simulation analysis of temperature field under ideal condition can reflects the rule of true temperature field, but accidental factor during construction process will result in difference of the result. This paper studied the Baise RCC Dam with the distributed optical fiber technology and FEM technology, the numerical results were modified with the testing data and the contrastive curves can be obtained for the testing data,ideal simulation data and real -time simulation data. The results indicate that the modified real - time simulation can reflect the true temperature field ; it may serve as a guide for the temperature control.     

特殊气候条件下某碾压混凝土重力坝温控技术与效果研究

通过时特殊气候条件分析研究,介绍了工程从规划设计开始,采取的一系列温控措施,其中强化表面保温,针对上、下游(水面以下、水面以上)等不同气温影响区城,冬季停工越冬层面采取不同的防护措施,在工程中得到充分应用;施工中严格控制质量控制点,对各类数据进行动态分析总结,从而反馈设计,指导施工,温度监测及实体检测成果表明措施有效,成果明显.     

务川沙坝水电站坝体外部变形监测分析

介绍了贵州省务川县沙坝水电站碾压混凝土双曲拱坝坝体外部变形监测控制网布置情况,通过对工程下闸蓄水初期和运行期坝体外部变形监测资料的分析,初步掌握了建筑物整体位移变形情况和运行情况,为沙坝水电站的正常运行管理提供必要的决策信息。对于同类工程安全监测系统的设计、观测及监测数据分析均有借鉴意义。     

Mechanical Properties of Regional Confined Rectangular Concrete Columns under Axial Loads

Based on experimentthatal results,we conclude that confinement in regional confined concrete(RCC) columns is more efficient than that in normal confined concrete(NCC) columns.As loads increase,NCC column sections tend to become round;the corner concrete in the core area may break;and,the strains of external stirrups tend to drop slightly after the peak load.RCC columns,however,remained thoroughly rectangular and the stirrup strain increased steadily.The failure mode of RCC columns was totally different from that of NCC columns.While NCC columns tended to fail in shear,followed b a rapid drop in load carrying capacity,the RCC columns developed gaps in their midsections and the columns separated into several slender columns.After a long deformation period,the RCC columns retained approximately 40% of their load carrying capacity.It can be expected that this characteristic may benefit the anti-seismic capacity of structures.     

大曲率碾压砼双曲拱坝连续翻升模

结合具有曲率大、倒悬度大及高度高等特点的招徕河双曲拱坝模板规划设计这一工程实例,研制出一套适用于大曲率碾压砼双曲拱坝施工连续上升的模板体系。该模板体系在工程应用中取得了巨大成功,采用该模板体系的招徕河双曲拱坝最高月浇筑上升高度为27.3m,创国内碾压砼坝坝工界上升速度新纪录,获2005年度中国十大重大创新项目称号。大曲率碾压砼双曲拱坝连续翻升模板的成功研制填补了国内外在这一领域的空白。本文阐述了该模板体系研制的基本思路和过程,对研制成功的产品原理和功能进行了简要介绍,并简述了这一模板体系的应用效果。