赤泥-电石渣-磷石膏固化铜污染土性能

为了研究在浸泡条件下赤泥-电石渣-磷石膏3种固废物混合料对铜污染土的固化效果,本文对其混合料固化土的无侧限抗压强度、应力-应变、重金属形态、浸出毒性及微观结构进行了检测.结果表明,固化土强度随养护龄期的增加而增大,且掺加固废物对其强度有明显改善作用.混合料固化土中铜的存在形式以铁锰氧化态为主,其浸出毒性随龄期增加而降低,且其浓度值均低于水泥固化土.此外,混合料固化土中水化产物以水化硅酸钙/水化硅铝酸钙和钙矾石为代表.水化产物对固化土内部结构起填充作用,可改善固化土强度.同时,水化硅酸钙/水化硅铝酸钙对铜离子有吸附作用,钙矾石可与铜离子发生阳离子置换作用.因此,固废物的添加可对铜离子产生固化作用.     

粉煤灰活化技术在诺砂制品中的应用研究

对激发粉煤灰活性的方法(物理活化和化学活化)进行了探讨,提出了一种能够大幅度提高粉煤灰活性的有效方法——细磨和化学激发复合方法。用此法活化粉煤灰制得的诺砂制品,其早期强度显著提高。同时对其活化机理进行了分析。     

城市区域土体铁的化学行为与土体强度变异关系研究

统计了南宁市地下水中Fe的变化情况,实验研究了Fe的物理化学行为与土体强度之间的联系,并进一步研究了铁对土体强度影响的双向性.结果显示,城市区域将由于Fe的溶蚀、置换作用等使土体强度降低;城市区域CO2分压增高将促进土体中铁的溶蚀而使土体强度进一步恶化.在含水量相对较高时,铁质胶结物被溶解、迁移,土体强度降低;而在含水量相对较低时,铁质胶结物不易被溶解,而更趋向于发生沉淀反应,使土体对铁的吸附作用加强,从而使土体的强度增加.     

Study of the treatment effectiveness of a solidification/stabilization process for waste bearing heavy metals

The sludge from a steel processing unit bearing zinc, lead, iron, and manganese was solidified with ordinary Portland cement. The waste was stabilized in the specimens with a waste/binder ratio range of 0.16–4.0. On the basis of the available leaching and unconfined compressive strength, the performance of the solidified/stabilized waste was compared for different numbers of curing days. It was found that curing up to 28 days resulted in a performance improvement, as shown by less leaching of heavy metals and the increased unconfined compressive strength of the specimen. The treatment effectiveness of the solidification/stabilization process was assessed for the metals Pb, Zn, Fe, and Mn, and was found to be 89%, 95%, 74%, and 90%, respectively, for an optimum ratio of 4.0 after 28 days of curing.     

Metals removal from aqueous solution by iron-based bonding agents

GOAL AND SCOPE AND BACKGROUND: The application of a promising method, termed sorptive flotation, for the removal of chromium(VI) and zinc ions was the aim of the present paper. A special case of sorptive flotation is adsorbing colloid flotation. Suitable sorbent preparation techniques have been developed in the laboratory. METHODS: Sorptive flotation, consisting of the sorption and flotation processes combined in series, has proved to give fast and satisfactory treatment of the industrial streams and effluents bearing dilute aqueous solutions of zinc and chromium(VI). RESULTS AND DISCUSSION: Goethite has proved to be effective for the removal of chromium(VI) and zinc ions. Also, adsorbing colloid flotation with ferric hydroxide (as the co-precipitant) could be an alternative method to the above-mentioned separation of metal ions. In both cases, chromium(VI) (pH=4) and zinc (pH=7) removal was about 100%. CONCLUSION: The reasons for selecting the iron-based bonding materials, like goethite and/or in-situ produced ferric hydroxide, are that they are cheap, easily synthesized, suitable both for cation and anion sorption, and, furthermore, that they present low risks for adding a further pollutant to the system. Promising results were obtained. RECOMMENDATION AND OUTLOOK: The application of goethite and in-situ produced ferric hydroxide has demonstrated their effectiveness in the removal of heavy metal ions, such as chromium anions and zinc cations. A proposed continuation of current work is the utilization of similar iron oxides, for instance synthesized akaganeite. The comparison between the results reported in this paper with the results reported in the literature, also deserves attention.     

施工中人因差错调查

人因差错是造成建筑工程施工事故的主要原因之一。目前国内建筑行业由于实际施工操作人员大多是农民工,对他们的技术培训常常是不够的,再加上部分施工企业管理水平较低,造成在施工中人因差错屡屡发生。要研究施工中人因差错发生的规律及其影响,首先必须对施工中的人因差错进行有效的调查。在重点介绍直接调查法和问卷调查法的含义、操作要点、优缺点与相应措施的基础上,笔者通过案例分析,探讨了在实际调查工作中如何有效地运用这些调查方法,获得人因差错真实准确的数据资料,为研究施工中人因差错发生的规律及其影响打好基础。最后以调查得到的混凝土施工中人因差错发生与影响的一些规律为依据,笔者提出了有关人因差错建模的建议。     

岸边填土地基的强度与稳定性加固

岸边混杂填土结构松散,易受地表水流等外界因素的影响,常产生地面沉陷、崩塌和整体滑移等破坏现象.对于这类地基,可先设置散粒材料增强体使其初步硬化,再利用高置换率的复合地基抗滑坝体形成护坡和阻止整体滑移的作用,最后通过低能级强夯处理,将碎石桩复合地基的单一结构改变成具有碎石二合土硬壳层的三层结构,从而可较大程度地提高地基的强度和稳定性.通过对碎石桩夯击破坏性状的分析,提出了确定抗滑复合坝体宽度和夯击处理深度的设计计算方法.     

Utilisation of high volumes of limestone quarry wastes in concrete industry (self-compacting concrete case)

In limestone quarries, considerable amounts of limestone powders are being produced as by-products of stone crushers. High amounts of powders are being collected and utilisation of this by-product is a big problem from the aspects of disposal, environmental pollution and health hazards. In conventional concrete, the introduction of high volumes of limestone quarry dust to concrete mixes is limited due to its negative effects on water demand and strength of concrete. However, these fines can be efficiently utilised as viscosity enhancer particularly in special concrete (like self-compacting concrete—SCC) applications. Thus, the successful utilisation of this quarry dust in SCC could turn this material into a valuable resource.In this paper the usability of a quarry dust limestone powder in self-compacting paste and concrete applications was investigated. In the first part, the physical and mechanical properties of cement pastes incorporating quarry waste limestone powder (QLP) and a powder produced by direct grinding of limestone (PLP) were compared. In the second part, the performance of quarry waste limestone powder in SCC applications were tested and discussed. Results showed that, it is possible to successfully utilise high amounts of quarry waste limestone powder in producing normal-strength SCCs. Among its observed mechanical advantages, employment of quarry waste limestone powders improved the economical feasibility of SCC production.     

安全生产系统控制力与创新力协调统一探析

在安全生产系统中,生产事故是由于系统的控制力失控,而导致控制力失控是由于系统的创新力不足,即控制力与创新力的双重不足使安全生产事故成为必然。但由于安全生产系统中控制力与创新力二者的相互作用关系,两力在耦合演进中可以在更高层次上达到协调统一,从而有效避免生产事故。因而探讨两力协调统一的途径与方式对从根本上遏制生产事故,实现安全生产有重要的意义。     

Mechanical performance of woodfibre–waste plastic composite materials

Plastic products used for packaging are often discarded after a single use resulting in an inexhaustible supply of waste polymeric materials. The stiffness and strength of polymeric materials have been known to improve with the addition of lignocellulosic fibres available in abundance in nature. Hence, composite materials containing natural fibres and waste plastics would result in the reduction of solid wastes and the use of cheap, renewable resources. Composite specimens, consisting of waste plastics obtained from a Kerbside collection (high density polyethylene (HDPE) waste, Janitorial waste, Kerbside waste I and Kerbside waste II) and Pinus radiata woodfibres (medium density fibres (MDF)), have been produced through melt blending and injection moulding. The effects of fibre content, matrix type and interfacial bonding on the tensile and flexural properties of these composite materials have been determined through extensive testing at various conditions. The mechanical properties of these composites at room temperature and humidity depend on the amount of woodfibres, the mechanical properties of the waste plastics used and the presence of a suitable coupling agent. The tensile strengths of MDF/waste plastic composites do not generally change with fibre content except for 40% MDF/HDPE waste and 40% MDF/Kerbside waste II (plus 1% Epolene™) composites, where the tensile strengths increase by about 25% compared to those of the corresponding waste plastics. Flexural strengths of MDF/waste plastic composites increase with the addition of medium density fibres with the exception of MDF/Kerbside waste I composites. The tensile and flexural moduli of MDF/waste plastic composites mostly increase with increasing fibre content.