出口小家电产品环境适应性试验中常见问题及分析

本文介绍了小家电产品在环境检测中常见的安全问题,分析其通常存在的不符合IEC标准的条款和产生的原因,提出了解决类似问题的措施,从而提高出口小家电产品的安全性能.     

提高节理面c和φ对岩坡开挖变形的影响

为了反映岩质边坡在节理面注浆后的变形效应,首先,通过室内试验,分析注浆前后岩体变形和破坏的全过程,以探讨其抗剪性能(粘结力c和内摩擦角φ)的变化;然后,基于理想弹塑性本构模型的Mohr-Cou-lomb准则,运用拉格朗日元数值方法(FLAC3D),对岩坡注浆前后变形效应(水平位移、垂直位移、剪应变增量)进行模拟。结果表明:注浆加固后,岩体的位移场变得均匀和连续,节理面处的较大位移受到抑制,边坡的整体性得到提高,有利于边坡的稳定性。     

饱和软土刚性长短桩复合地基——强度及变形实用计算公式

刚性长短桩复合地基有许多特点，如桩体均为刚性、短桩及长桩桩端为低压缩或中压缩性土等。长短桩复合地基的设计理论目前仍处于研究阶段，现行规范中尚无有关其强度及变形的具体计算方法。重点探讨了饱和软粘土体上采用刚性长短桩复合地基的强度及变形理论，并提出了适用于工程应用的实用计算方法。     

混凝土结构施工中人因差错的模拟

以施工现场人因差错真实准确的调查实测数据为依据,笔者采用人的可靠性分析方法建立了混凝土结构施工中人因差错发生及其对混凝土强度影响规律的数学模型,并编制了相应的模拟计算程序。将该模拟计算程序所得的考虑人因差错的混凝土强度模拟计算结果与实测的混凝土强度调查结果进行比较,二者具有很好的一致性,说明该数学模型和模拟计算程序是比较符合实际的,也是比较合理的。上述模拟计算结果为考虑人因差错的结构安全性分析以及人因差错的有效控制措施研究提供了参考依据。     

Manufacture of strand board made from construction scrap wood

The objective of this research was to evaluate the physical and mechanical properties of strand board made from construction scrap wood. The strand board was manufactured using Sugi (Cryptomeria japonica D. Don) and Douglas-fir (Pseudotsuga japonica) strands selected from construction scrap wood. The strands were oriented, and three-layer (face/core/face) strand board of three types was produced: one in which the strands of the face layer were oriented at a right angle to those of the core layer (R board), another in which the strands of the face layer were oriented parallel to those of the core layer (P board), and a third in which the strands of both layers were oriented at random (Ra board). The physical and mechanical properties of the boards were evaluated based on Japanese Industrial Standard (JIS). The main results obtained are as follows: the bending strength of the strand board with a density larger than 0.55 g/cm³ exceeded the standard value of type 18 particleboard of JIS A 5908. The bending strength of the strand board was affected by board density, strand orientation and resin content, and became larger with increased density as well as resin content. That of the parallel specimen of P board was the largest among the specimen-orientations and types. The internal bond strength of the strand board with a density larger than 0.55 g/cm³ exceeded the standard value of type 18 particleboard and type 24-10 particleboard of JIS A 5908. The internal bond strength was markedly affected by the resin content of the core layer, and became larger with increased density. The thickness swelling of the strand board decreased with increased resin content, and become larger with increased density.     

制浆造纸工业的恶臭污染评价及防治

以大量的实测数据为基础,探讨了制浆造纸工业所产生恶臭的源强计算方法,然后借用了澳大利亚臭气扩散模式对空气中的臭气质量浓度进行模拟,最后提出了臭气的污染防治措施.     

抗压实验法厌氧颗粒污泥机械强度的测定及影响因素分析

通过首先对厌氧颗粒污泥样品进行筛分,然后测定其机械强度,解决了实际操作过程中现有抗压实验法出现的精确度与重现性较差的问题。通过对不同来源厌氧颗粒污泥样品机械强度的测定、对比分析发现,厌氧颗粒污泥的机械强度大小与反应器的规模、反应器所采用水力负荷存在一定的正相关性,且与其主要金属元素（Ca、Fe和Mg）含量的大小存在着密切的关系。     

隔爆型电机在火炸药危险场所应用的安全性分析

针对普通隔爆型电机应用于火炸药粉尘危险场所的安全性问题进行定量分析,设计壳体粉尘侵入量试验,系统研究不同间隙下的粉尘侵入量,根据试验数据,应用曲线外推法及阿贝尔(Abel)余容状态方程计算爆压,结合材料力学及薄壁理论进行隔爆型电气设备外壳强度及刚度的校核。计算表明:若壳体内粉尘较均匀的悬浮在空中,切向应力与许用应力处于同一数量级;如果火炸药粉尘在轴承室、接线盒等局部堆积成火炸药层,切向应力比许用应力大两个数量级。试验结果强调:用于火炸药粉尘危险场所的电气设备必须有特殊的防爆结构设计,普通的隔爆电机用于火炸药粉尘危险环境时存在一定的安全隐患。     

植被混凝土无侧限抗压强度的室内试验初探

通过对植被混凝土室内试验结果的归纳和分析,研究了水泥掺入比、龄期和浸水条件对植被混凝土无侧限抗压强度的影响。     

SRHSC梁主要设计参数损伤敏感度分析

以型钢高强混凝土(SRHSC)梁为研究对象,结合SRHSC梁受力机理及承载能力的试验研究成果,提出了极限状态下的承载能力是评价梁力学性能的关键指标,将损伤前后梁正截面抗弯承载力之比和斜截面抗剪承载力之比的均值作为自变量,给出了SRHSC梁损伤表征函数,并借助"预定损伤法",揭示了主要设计参数对SRHSC梁损伤演化的影响规律。研究成果将为建立地震激励下SRHSC框架结构楼层损伤模型提供理论和数据支持。