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The method which is used to measure and compute moment, yield and turning angle by steel bar gauge is introduced in detail. According to the measuring results, the horizontal critical load of the testing pile is 120 kN. The steel bar gauge measuring results show that the largest moment is located in the depth from 2 m to 3 m under the horizontal load, it transfers to the deeper location with the increase of the horizontal load, and the bend distortion only occurs in the upper of 1/3 pile length.

结合实际工程详细地介绍了利用钢筋计测试水平荷载作用下桩身弯矩、挠度和转角分布的方法,根据桩顶位移和钢筋内力测试结果判定试验桩的水平临界荷载为120 kN;根据钢筋计测试结果可知,在水平荷载作用下,桩身最大弯矩截面位于在地面以下2~3 m处,且随着荷载的增大最大弯矩截面逐渐向深部转移;发生弯曲变形的部分主要是桩长1/3以上的桩体,而其下的桩体几乎不发生变形。

If you directly measure central blood pressure, that is to say carotid blood pressure, for instance carotid systolic blood pressure, with penetration to the other side of carotid artery, then you are in the buzzy thing to determine exactly the ventricular load, the load on the brain, because it is very similar to the load in the kidney-the hemodynamic input into the kidney.

如果你直接测量中心血压也就是颈动脉压的话,比如测量颈动脉收缩压,这个时候你才能准确地告诉我心室的负荷是多少,大脑的负荷是多少,因为颈动脉的血流负荷与肾脏的血流负荷--即进入肾脏的血液很接近。

If you directly measure central blood pressure, that is to say carotid blood pressure, for instance carotid systolic blood pressure, with penetration to the other side of carotid artery, then you are in the buzzy thing to determine exactly the entricular load, the load on the brain, because it is ery similar to the load in the kidney—the hemodynamic input into the kidney.

如果你直接测量中心血压也就是颈动脉压的话,比如测量颈动脉收缩压,这个时候你才能准确地告诉我心室的负荷是多少,大脑的负荷是多少,因为颈动脉的血流负荷与肾脏的血流负荷——即进入肾脏的血液很接近。

To all project practicality, the introduction is given to the operational characteristics, the methods for calculation and the researching actuality of the tail tunnels with sloping ceiling underground hydropower stations the Three Gorges. This paper has discussed in detail the characteristic method being the same with the compressive flow and the Priessmann solution being the same with the free-surface-pressure flow. And how to deal with boundary conditions has been expatiated. Also hydraulic transient process of tremendous load fluctuation in the tail tunnels with sloping ceiling has been numerical simulated and the Fortran program for numerical simulation has been given. The paper gain the maximal press for tail end of the shell, the maximal rising rate of rotational speed of generating set, the maximal vacuum degree for inlet of the tail tunnels and so on under 11 kinds conditions of tremendous load fluctuation. These conditions include the design conditions, the check conditions and the superposition conditions. Finally, the computing results have been analyzed and summarized. The end chapter is the general comment of the whole-length content and the describing of the intending view of researching.

本文以三峡右岸地下电站尾水洞设计为背景,从工程实际出发,阐述了变顶高尾水洞的工作特性、使用范围及其研究现状;详细论述了适用有压流的特征线法、适用明满交替流的普里斯曼解法等数学模型;边界条件的给定和明满交替流的计算方法;用Fonran语言编制了数值计算程序,对三峡右岸地下电站变顶高尾水洞的大波动工况进行了数值模拟,分别得出了在设计工况、校核工况和叠加工况下蜗壳末端最大压力上升值、机组最大转速上升值和尾水管进口最大真空度等重要参数;对数值计算结果进行了详细分析并得出了有价值的结论;最后展望了今后水电站变顶高尾水洞的研究方向。

As a result,the apearance of AT in running with an unprogressive increasing load is abviously later than that in running with a progressive increasing load.Further analysis shows that the AT determined in the method of unprogressive increasing load is a more scientfic reflection of the real level of the body and gives a more scientific basis for estimating an athlet's aerobic endurance and for guiding sports training.

结果无累进递增负荷的AT值明显推迟出现;进一步研究发现采用无累进递增负荷测定的AT值更能科学地反映机体的实际水平,能对评价运动员有氧耐力水平和指导运动训练提供更科学的依据。

Results 1.After treated by:program freezing,the maximum load of the allografts has no evident decrease and the cell activity of allografts was preserved well,the frozen hurt after program freezing was more slight than -80℃ deepfrozen,2.No evident reject reaction can be seen during the healing process after deep frozen and the reject reaction declined as the time pass by.3.Three weeks afer the allografting,there was no significant difference between the two al lografting groups in maximum load(P>0.05),Eight weeks later,the maximum load of the group that was preserved by liquid nitrogen after program freezing(76.60±4.67)N was better than the group that was preserved by -80℃ deepfrozen(75.99±4.20) and similar with the autografting group(76.72±2.55).4.The healing process and histological behavior of the two deepfrozen groups are similar with the autografting group,and the program freezing group is better.

结果 a经程序冷冻液氮保存方法处理后,髌腱的最大载荷无明显下降,细胞活性得到了较好的保存,组织学观察冷冻损伤较-80℃深低温保存方法轻微;b程序冷冻液氮保存处理的移植物在术后未表现明显的排斥反应,且免疫反应随时间的推移而下降;c移植后3周,各组移植物的最大载荷无显著差异(P>0.05),移植后8周,程序冷冻液氮保存组移植物的最大载荷(55.87±1.86)N优于-80℃深低温保存组(52.14±2.79),而和自体移植组相近(57.70±2.76)N;d从组织学观察看,-80℃深低温保存组和程序冷冻液氮保存组移植后的愈合过程均和自体移植组相似,而程序冷冻液氮保存组的愈合过程和组织学行为更接近于自体移植组。

In order to improve the tower crane working efficiency, windlass mechanism has a set of gear change mechanism, are devided into high speed,mid speed and low speed, the gear change mechanism gained three speed through connecting 2 DLM5-40A and 1 DLM5-63A brake, control 3 brake by LHK switch,when it with the function of low-speed heavy-load, get through the model DLM5-63A brake; when it with the function of mid-speed mid-load and high-speed light-load, get through the model two DLM4-40A brake, and the operator can choice the good position as the weight of the goods, when change the speed, must be cut off the motor, 26 FUSAN CONSTRUCTION MACHINERY CO.,LTD PDF 文件使用"pdfFactory Pro"试用版本创建 www.fineprint.cn FUSHAN TOWER CRANE OPERATINGINSTRUCTIONS-QTZ125G(FS6016) no change speed when driving it.

为了提高塔机的工作效率,卷扬机构设有一套变速装置,分重,中,轻三档,变档装置是通过分别接通两个 DLM5-40A 和一个 DLM5-63A 电磁离合器来获得三种速度。用转换开关 LHK 控制三个电磁离合器,重载低速时,接通 DLM5-63A 电磁离合器,中载中速和轻载高速时,分别接通其余两个 DLM5-40A 电磁离合器,司机可根据物品的重量选择合适的档位,换档时,必须使电机断电,不允许在电机运行过程中换档。

With this in mind, the researchers then reanalysed data from knowingly HIV-positive heterosexual subjects in Uganda and Zambia who had HIV-negative sexual partners. Those with a viral load of one million particles per millilitre were more than ten times more likely to accidentally infect their partners each year than those with a load of one thousand.But when the researchers calculated the transmission potential over the entire predicted asymptomatic period, those with viral loads between ten thousand and a hundred thousand copies per millilitre of blood were the most likely to infect their partners. HIV-positive subjects with viral counts of 50,000 infected roughly twice as many people as those with counts of one million.

伦敦帝国学院流行病学家Christophe Fraser和他的同事对收集于1982年到1993年之间的100多例HIV阳性的男性同性恋者的数据进行分析,并结合分析来自乌干达和赞比亚的已知有HIV阴性性伴侣的HIV阳性异性恋受调查者的资料,他们发现中度病毒负荷而无症状的HIV携带者更易播散HIV,这是因为中度病毒负荷的HIV携带者的无症状期较长,而那些高病毒负荷而无症状的HIV携带者虽然传染性稍强,但其传染的持续时间却很短,并且在未经治疗的HIV携带者个体中中度病毒负荷是最常见的人群。

The results show that in the applied load range of 10250 N, the mass loss rate of coated AZ91D alloy can be identified to three stages, which are related with whether the coating is worn out. Abrasion is the main mechanism for the coated alloy. The friction coefficient of the coated alloy during sliding wear appears oscillation before it reaches a constant value, which is close to the μ value of the matrix alloy. The mass loss rate of coated alloy increases slightly with increasing applied load when the applied load is more than 150 N because of high plastic deformation accommodation on the matrix alloy surface.

结果表明:根据载荷大小,涂层处理后AZ91D镁合金的磨损行为明显分为3个阶段,这些阶段同陶瓷层是否磨穿密切相关;微弧氧化涂层AZ91D镁合金的磨损机理主要是磨粒磨损;受表面状况的影响,陶瓷涂层的摩擦因数在 0.20~0.45 间波动;在较高载荷下,涂层被磨穿后,涂层的摩擦因数趋于基体合金的摩擦因数,涂层合金的表面变形能力提高,该阶段质量磨损速率随载荷增加,趋势变得缓慢。

Single factor experiments were done with the factors including the width of protrusion and the trolley's velocity, which showed that the surface frictional coefficient decreases with the width of protrusion increasing, and doesn't change with the trolley's velocity changing, which was consistent with the results of the orthogonal experiment. A theoretical model of the horizontal projection of a corrugated bionic surface's contact area was built, which showed that the contact area's horizontal projection decreases with width and interval increasing respectively and that the ratio of the contact area's horizontal projection and the vertical load decreases with the vertical load increasing. It indicated that the surface frictional coefficient decreases with the above three factors increasing respectively. Finite element modeling and analysis of interactions of a plate and soils was done using ANSYS, which showed that the plate frictional coefficient is little relative to soil elastic modulus and decreases with vertical surface pressure and that trolley's pull and vertical displacement of bionic surface's control pilot keep constant almost during the plate being pulled. Finite element modeling and analysis of interactions of a corrugated bionic surface and soils was done using ANSYS, which showed that surface frictional coefficient is little relative to soil elastic modulus and decreases with bionic surface's structural parameters and vertical pressure increasing. However, the three factors all didn't affect the surface frictional coefficient remarkably on the condition of 90% dependability. For the first time, bionic surfaces were applied to screw piles, which formed bionic screw piles, and the contrast experiments showed the bionic screw pile had certain resistance-decreasing effects.

建立了波纹型仿生曲面与土壤的接触面积的水平投影的理论模型,表明接触面积的水平投影A随着波纹型仿生曲面突起宽度、两相邻突起间距的增大而减小,接触面积的水平投影与波纹型仿生曲面表面垂直载荷之比随着波纹型仿生曲面表面垂直载荷的增大而减小,进而得出仿生曲面摩擦系数随着波纹型仿生曲面突起宽度、两相邻突起间距以及表面垂直载荷的增大而减小;利用ANSYS软件对平板与土壤的相互作用进行了有限元建模与分析,表明平板摩擦系数与土壤弹性模量关系不大,而随着表面垂直载荷的增大而减小;平板牵引过程中台车牵引力和仿生曲面控制节点垂直方向位移基本保持不变;利用ANSYS软件对波纹型仿生曲面与土壤的相互作用进行了有限元建模与分析,表明波纹型仿生曲面系数在一定范围内基本不受土壤弹性模量的影响,随着波纹型仿生曲面突起宽度、两相邻突起间距以及表面垂直载荷的增大而减小,但在可信度为90%的前提下,三个因素影响都不显著;首次将波纹型仿生曲面应用于与土壤作用方式以挤压为主的螺旋桩,形成仿生螺旋桩,并与普通螺旋桩进行了沉桩对比试验,表明波纹型仿生曲面应用于螺旋桩桩体表面具有明显的降阻作用。

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