浅谈水电工程中混凝土生产系统环保措施

以现在水电工程建设中的混凝土生产系统为基础，从水土保护保持、废水、废气、废油排放，粉尘污染，噪声污染，交通运输，废料，生活废水，垃圾等方面为工程提供混凝土生产系统的环保控制措施。     

酸雨对混凝土建筑物和文物损坏机理的研究

介绍了酸雨对混凝土建筑物和文物损坏机理的宏观分析,水泥中加入少量石膏,可延缓凝结时间,但当加入量大,将引起水泥膨胀,以致溃裂,探讨了酸雨对混凝土建筑物与文物损坏的微观分析,特别是酸雨等生成各种硫酸盐,通过从化学反应原理上分析了酸雨中二氧化硫与混凝土中钙离子反应生成石膏机理,从石膏特性上探讨了酸雨对混凝土建筑物和文物侵蚀机制,并由此提出了酸雨条件下保护混凝土建筑物和文物应对措施。     

MODELING A CONCRETE BLOCK IRRIGATION DIVERSION SYSTEM1

ABSTRACT: Concrete block irrigation diversion systems have been proposed as alternatives to permanent dams of concrete or rock or temporary gravel berms. Permanent dams can cause stream channel instability, bank erosion, sediment pollution, ice flow blockage, and safety problems for recreational floating craft. Temporary berms can require substantial streambed disturbance and can promote sediment pollution, stream bank instability, and bank erosion. A design procedure was developed based on a model of the hydraulic performance of concrete block diversion systems. The procedure was used to model a site on the Gallatin River in Montana. The method relies on HEC-RAS (Hydrologic Engineering Center -River Analysis System) software combined with analytical techniques in an iterative scheme. The hydraulic performance of different diversion configurations (the existing heavy-rock diversion system, concrete blocks oriented parallel to flow, and concrete blocks oriented diagonally) was assessed using the model under a range of flow rates. The minimum diversion dimensions (length, number, and size of blocks) that maintained block stability while diverting the requisite flow were determined for each model run. At the Gallatin River site, the block system oriented parallel to flow required less diversion material than the diagonal orientation. The recommended diversion length was 51.8 m (170 ft). Trapezoidal blocks with a top width of 20.3 cm (8 in), a height of 45.7 cm (18 in), and side slopes of 2 vertical to 1 horizontal were specified. This configuration minimizes the total block mass, diverts the required flow, and has a factor of safety of 2.0 against block displacement.     

干湿球湿度仪在电子束辐照烟气脱硫脱硝工业试验中的应用研究

介绍了自制湿度仪的设计思想、测湿原理、系统构成和在电子束辐照烟气脱硫脱硝工业试验装置中的应用情况。试验表明,该仪器能够准确地连续检测烟气湿度,并具有较强的耐腐蚀、耐污染性能,较好地适应了工业试验装置这种湿度大、腐蚀性强、烟尘浓度高的复杂烟气条件。     

碳纤维布加固高温作用后的连续梁试验研究和功能可靠度分析

比较分析了五根混凝土连续梁在碳纤维布加固后的极限荷载、变形、裂缝、延性系数等指标.在实际加固工程中无法对钢筋混凝土连续梁梁项进行加固,因此在试验中采用CFRP来加固梁的跨中,增强其正截面的抗弯承载力,并利用梁支座处出现塑性铰,引起弯矩重分布的特性,来达到加固的目的.为使试验更加接近加固工程实际情况,试验中加固是在持载情况下进行的.试验研究表明：使用碳纤维布提高高温作用后的混凝土连续梁的方法,能有效地抵抗二次火灾的影响;基于试验结果,推导出高温作用后碳纤维布加固的实用设计方法,与试验数据可以较好地吻合.在不能找出加固后梁所有失效模式的情况下,利用分阶段平截面弹塑性分析法求出加固后连续梁的极限挠度,求出了梁的功能（挠度）可靠度.     

升—降温全过程中约束钢梁的有限元与试验分析

以轴向支撑连接方式,利用自制的加热炉对约束钢梁进行了升—降温全过程的试验研究。重点研究了钢梁的跨中挠度随温度变化的规律,以及梁端不同轴向支撑刚度和钢柱不同轴压比条件下约束钢梁的屈曲模式及其梁端轴向支撑的破坏形态。基于ANSYS有限元软件,采用温度场和结构耦合中的间接法,对升-降温全过程中的约束钢梁进行了有限元分析。数值计算结果与试验结果吻合较好,验证了有限元模型和参数设置的合理性。根据对比分析,讨论了我国现行钢结构防火技术规范中存在的关键问题,特别提出了钢结构抗火设计应有的内涵,为钢结构抗火研究提供了新的思路。     

武钢一炼钢厂平炉跨间7.15m平台钢梁加固

简述了针对平台粱变形进行加固改造,以提高其使用寿命的方法.     

Identification of non-value adding (NVA) activities in precast concrete installation sites to achieve low-carbon installation

The lean production philosophy has been applied in the construction industry to reduce waste and increase efficiency. It is until recently that the lean philosophy has proven to be effective to meet the challenges of sustainable development. Many studies have shown that lean philosophy can be applied in precast concrete factories to lower inventory, reduce waste and increase efficiency. However, the precast concrete installation cycle should not be overlooked following a life cycle perspective. This study adopts a weighted factor model comprising 30 contractors in the Singapore construction industry and a case study. Construction site layout management practices are investigated using the weighted factor model. Strategies to improve the construction site layout are presented in a case study. The results indicated that there are many non-value adding activities in the site layout management practices that contribute to an increase in the carbon emissions level. Little consideration of green building materials, improper specifications of the precast concrete products, lack of an uninterrupted workflow, and inaccurate estimation of seem to be the most important ones. The results provide good practice guidance and can be used as a checklist for contractors to identify the NVA activities in the installation sites to achieve low-carbon installation. The results will also be useful for regulatory agencies to provide recommendations for contractors to improve the installation procedure and reduce carbon emissions.     

某造纸厂废水中二（口恶）英含量及其电子束辐照降解

通过对造纸厂废水中2,3,7,8-PCDD/Fs的检测,分析了其在造纸厂废水中的浓度水平与特征,并将不同剂量电子束辐照前后废水中2,3,7,8-PCDD/Fs浓度水平进行对比,初步探讨了电子束辐照造纸废水中2,3,7,8-PCDD/Fs的可行性,降解机制以及降解率.结果表明,该造纸厂未经处理过的原水中2,3,7,8-PCDD/Fs浓度为239 pg·L-1,毒性当量浓度为41.0pg·L-1.通过用30 kGy和60 kGy剂量的电子束辐照处理后,废水中2,3,7,8-PCDD/Fs的浓度均有不同程度地降低,其降解率分别为5.27%和23.6%.     

Non-point source analysis of a railway bridge area using statistical method：Case study of a concrete road-bed

In an effort to protect the quality of the water system, interest in non-point source pollution is increasing. Recently, studies of non-point sources pollution are continuing in relation to various land- use areas, but such studies have not been fully conducted in railway facility sites. Using monitoring data of railway bridge area with concrete road-bed, the runoff characteristics, pollutant unit loads, and first flush criteria were assessed. Railway bridge area with concrete road-bed typically show the first flush effect, and the pollutant unit load was determined to be higher than other public facilities areas. Further, the first flush criteria show an effective rainfall amount of 7 mm. In other words, from the runoff of railway facilities, considerable amounts of non-point source pollutants are occurred, indicating the need to create best management practices which are adequate for railway facility sites.