体内预应力组合梁混凝土预压应力分析

针对在混凝土翼板中设置后张预应力的连续组合梁,提出由分担预加轴力、主弯矩和次弯矩产生的混凝土法向应力计算公式,主要分析施加于混凝土翼板的预应力通过剪力键向钢梁传递的力学模型,建立混凝土翼板承担的预压力沿梁纵轴的分布函数和理论解,求得考虑剪力键柔性的混凝土法向应力计算公式,作为组合梁抗裂设计依据。     

有机复合材料的火灾危险性研究

选用一些常见的有机复合材料，利用锥形量热仪对它们的燃烧特性进行测试，并引入热敏指数和窒息敏感指数对试验结果进行分析。     

CFG桩复合地基应用

结合施工实例，介绍了CFG桩复合地基的施工工艺以及在该工程中的应用效果，提出了CFG桩在施工中易出现的问题及处理方法，并提出了避免出现事故的建议。     

Biodegradation of agricultural herbicides in sequencing batch reactors under aerobic or anaerobic conditions

This study investigated the biodegradability of the herbicides isoproturon and 2,4-dichlorophenoxyacetic acid (2,4-D) in sequencing batch reactors (SBRs). Two laboratory-scale (2L liquid volume) SBRs were employed: one reactor performing under aerobic and the other under anaerobic conditions. The aerobic SBR was operated at an ambient temperature (22+/-2 degrees C), while the anaerobic SBR was run in the lower mesophilic range (30+/-2 degrees C). Each bioreactor was seeded with a 3:1 mixture (by weight) of fresh sludge and biomass that had been previously exposed to both herbicides. The effect of herbicide concentration on either treatment process was explored at a hydraulic retention time (HRT) of 48 h, using glucose as a supplemental carbon substrate. Although no isoproturon degradation was observed in either system during the study, complete 2,4-D removal occurred after an acclimation period of approximately 30 d (aerobic SBR) and 70 d (anaerobic SBR). The aerobic reactor achieved complete 2,4-D utilization at feed concentrations up to 500 mg/L. A further increase to 700 mg/L, however, proved to be inhibitory since 2,4-D biodegradation was negligible. On the other hand, the anaerobic SBR was able to degrade 120 mg/L of 2,4-D, which corresponds to 40% of the maximum feed concentration applied. Moreover, glucose was consumed first throughout the experiment in a sequential utilization pattern relating to 2,4-D, with biodegradation of both substrates following closely first-order kinetics.     

光催化混凝土物理力学性能研究

光催化混凝土是将光催化技术应用于混凝土中,通过光照等自然条件发生光催化反应,开发出环境友好的混凝土材料,改善空气质量和生活环境。选取不同掺量的纳米TiO2,设计平行试验制备光催化混凝土并对其各方面性能进行测试分析。结果表明,随着纳米TiO2掺量的增加,光催化混凝土的吸水率下降,软化系数提高,7、28 d抗压强度以及不同时段的光催化性能都先升高后降低;一定量硅藻土的掺入对于光催化混凝土的物理力学性能具有积极的影响。     

Metabolites from the biodegradation of di-ester plasticizers by Rhodococcus rhodochrous

The plasticizers di-2-ethylhexyl phthalate (DEHP) and di-2-ethylhexyl adipate (DEHA) are ubiquitous in the environment and undergo partial biodegradation in the presence of soil micro-organisms. The validity of a proposed pathway for the degradation of these plasticizers by Rhodococcus rhodochrous has been confirmed by the identification of 2-ethylhexanal in gas phase emissions. Complete analyses of the aqueous and gas phases were able to account for more than 98% of the 2-ethylhexanol component of the DEHA added at the beginning of a growth study. Of this, 25% was either 2-ethylhexanol or 2-ethylhexanal that had been stripped into the gas phase and, at most, only 2% of the 2-ethylhexanol component could have been removed by mineralization. It is concluded that plasticizers are of significant environmental concern due to the resistance of the metabolites to biodegradation and their known health impacts. Two of the metabolites are of added concern due to their volatility and their potential impact on indoor air quality.     

关于快速推定混凝土强度的探讨

在浇筑混凝土时，测定混凝土拌合物中钙离子含量，快速推定混凝土28天抗压强度是控制工程质量的有效方法。     

新型钢-混凝土组合梁截面的探讨

根据目前钢-混凝土组合梁在材料利用率及使用性能的缺陷,提出一种新型的组合梁结构。新型钢-混凝土组合梁采用钢管混凝土代替传统的钢筋混凝土板作为承压结构。理论分析表明,新型组合梁不但节省混凝土的用量,而且结构的承载力及延性都有较大提高。截面另一个特点是在钢箱中部设置中隔板,内填混凝土,这将有助于提高截面的抗剪刚度及稳定性。     

钢管混凝土核心柱轴压组合性能分析

对于钢管混凝土核心柱,核心钢管混凝土和外围普通混凝土的受压性能存在明显差异,本文分析了外围混凝土体积配箍率等因素对柱协同工作的影响,推导出了临界状态时外围混凝土柱的配箍率,并与试验值进行对比,吻合良好。     

复合土钉技术应用于填土边坡的机理研究

在相似法则的基础上完成了复合土钉支护在填土边坡中应用的机理研究,指出上部土钉比下部土钉所承受的土体拉应力更大,土钉的实际受力分布形态与土压力分布形态没有对应关系。在无支护的滑塌面部位或附近,土钉支护后仍存在优势滑移,这与"加固后滑塌面后退"说法不相符。