新型抗腐蚀防渗漏环保工程防护溶胶

介绍了一种新型抗腐蚀耐老化防渗漏混凝土环保工程防护溶胶（简称防护溶胶）的工作原理、特征及功效,通过与传统防渗漏材料的对比,指出防护溶胶能有效提高混凝土结构的耐久性。     

考虑拦污栅-坝体相互作用的混凝土重力坝抗震安全性分析

对考虑拦污栅-坝体的动力相互作用的弹性连接和刚性连接的拦污栅-坝体以及不作耦联分析的拦污栅-坝体这三种不同模型结构形式的动力特性和动力响应进行了比较分析。研究发现,拦污栅的不同模型结构形式对大坝的抗震安全性分析有重要影响,考虑拦污栅-坝体的动力相互作用后,坝体损伤开裂的程度明显加大,坝顶的水平位移响应也明显提高。按《规范》规定的对拦污栅和坝体不作耦联分析的抗震计算方法,所得结果对坝体是偏于不安全的,而如考虑拦污栅-坝体之间的弹性连接,所得结果则是偏于安全的。     

废铸砂作为建筑材料资源化再利用研究进展

废铸砂是铸造工业在金属制品的生产过程中次生出来的一种细颗粒固体废弃物。研究其作为一种资源进行合理再利用是当前处置废铸砂、保护生态环境的良好对策。本文对废铸砂的环境特征、物理性质及废铸砂作为建筑材料在多种建筑制品及工程中的资源化再利用进行了综述研究,涉及的再利用领域包括混凝土、热拌沥青混合料、低强度填料、水泥、路基、路堤、阻水帷幕（屏障）和衬垫。调查发现,次生于黑色金属（铁和钢）铸造生产线的废铸砂是一种无害固体废弃物,正确处置和科学利用,对环境不会产生二次污染,在以上建筑制品及工程中的应用能满足相关技术、性能要求,可以替代相关的材料进行资源化再利用。     

一种新型的裂缝计

通常光测法、摄像法、裂缝显微镜法仅能测量已有旧裂缝的宽度,超声波法和冲击弹性波法仅能测量裂缝的深度,声发射、传感器法和光纤传感网络法可测量正在发生的裂缝。当对于已有裂缝在荷载作用下的动态变化目前还没有一种行之有效的测量方法。为此利用双悬臂梁和应变原理研制成功一种新型裂缝计,可准确测量结构、构件表面已有裂缝在荷载作用下裂缝开合大小或表面动态应变。该仪器具有抗振动干扰的特点,即被测点的振动不产生电量输出,仅在被测裂缝开合或混凝土表面产生应变时才有输出。该裂缝计已获得国家专利。该裂缝计已在哈尔滨、佳木斯等几个桥梁的裂缝检测中得到应用,获得理想的效果,得到铁道部好评。论文介绍了裂缝计的结构原理和技术性能。     

Study on recycled asphalt concrete for use in surface course in airport pavement

This research investigated the possibility of using recycled asphalt concrete as surface course in airport pavement. The basic properties of recycled asphalt binder after short- and long-term aging were firstly tested and compared with those of the virgin asphalt. Then, a series of laboratory tests were performed to evaluate the performance of recycled asphalt concrete (containing 40% and 70% RAP), in which the HMA mixture without RAP was used as a control. Furthermore, an experimental pavement consisting of three sections (corresponding to 0%, 40% and 70% RAP content) was constructed to verify the laboratory test results. These results indicated that the recycled asphalt could achieve the similar properties against long-term aging as virgin asphalt. Recycled asphalt concrete containing 40% RAP could be used as surface course in airport pavement as it exhibited similar performance as control mixture both from the laboratory and experimental pavement test results. On the contrary, recycled asphalt concrete containing 70% RAP was not recommended as its fatigue property was much poorer compared with that of virgin asphalt mixture.     

某矿区典型井巷支护体检测及数值模拟分析

为了评估某矿区井下不良地质环境对井巷支护体混凝土强度的影响,了解现役井巷支护结构的实际性能,有针对性地选择了11个典型单体项目,采用非破损检测方法——钻芯取样法,对其支护体混凝土强度进行了取样、检测及评定工作。检测结果表明,支护体混凝土实际强度普遍低于设计强度等级。在检测结果的基础上,进一步采用大型通用有限元分析软件ANSYS,对其中的一立井主井井筒和一井底车场平巷支护结构的实际性能分别进行初步的数值模拟分析。数值模拟结果表明,所检测的单体项目井巷支护体混凝土强度可基本满足矿山生产要求。     

现役钢筋混凝土受弯构件残余承载力计算模型

本文基于钢筋混凝土结构理论及锈蚀钢筋混凝土构件的力学性能的变化规律,建立了钢筋混凝土构件残余承载力的计算模型,并通过实验验证了计算模型的有效性.模型的物理概念明确、简单实用,可供现役混凝土结构的耐久性评估及维修决策参考.     

钢管混凝土柱耐火性能和抗火设计的特点

简要论述了按ISO－834和GS9978－88规定的标准升温曲线升温作用下钢管混凝土柱耐火性能的特点,分析了影响钢管混凝土柱耐火极限的因素,说明了由于钢管和混凝土的共同工作且核心混凝土具有较好的吸热性能,从而使钢管混凝土柱具有较好的耐火性能。在进行钢管钢混凝土柱的抗火设计时,柱子外围只需进行适当的防火涂料保护,即可达到《高层用民建筑设计防火规范（GB50045－95）》对柱结构所要求的耐火极限。《高层用民建筑设计防火规范（GB50045－95）》中对钢结构柱防火保护层厚度的确定方法不适合于钢管混凝土。     

应用环境舱研究室内混凝土墙体中氨的释放规律

采用环境舱模拟研究了随温度(T)、相对湿度(RH)和空气交换率(AER)变化墙体试块中氨的释放规律,并将现场实验结果与环境舱的模拟实验结果进行对比.研究发现:T和RH一定,随着AER的增大,舱内氨气平衡浓度下降,氨气挥发速率和完全释放时间呈现出一定的规律性;AER和RH一定,舱内氨气平衡浓度和挥发速率随T升高而变大,完全释放时间减小;与AER和T相比,RH对氨气释放的影响有限;通过与现场通风实验和浓度监测结果比较,考虑到室内墙体老化时间等因素,环境舱实验与实际住宅测试得到的结论基本一致.在一般的情况下,使用含尿素防冻剂的住宅,其墙体中氨释放完全大约需要10～32年.     

Leaching assessment of concrete made of recycled coarse aggregate: Physical and environmental characterisation of aggregates and hardened concrete

Each year, millions of tonnes of waste are generated worldwide, partially through the construction and demolition of buildings. Recycling the resulting waste could reduce the amount of materials that need to be manufactured. Accordingly, the present work has analysed the potential reuse of construction waste in concrete manufacturing by replacing the natural aggregate with recycled concrete coarse aggregate.However, incorporating alternative materials in concrete manufacturing may increase the pollutant potential of the product, presenting an environmental risk via ground water contamination.The present work has tested two types of concrete batches that were manufactured with different replacement percentages. The experimental procedure analyses not only the effect of the portion of recycled aggregate on the physical properties of concrete but also on the leaching behaviour as indicative of the contamination degree. Thus, parameters such as slump, density, porosity and absorption of hardened concrete, were studied. Leaching behaviour was evaluated based on the availability test performed to three aggregates (raw materials of the concrete batches) and on the diffusion test performed to all concrete.From an environmental point of view, the question of whether the cumulative amount of heavy metals that are released by diffusion reaches the availability threshold was answered. The analysis of concentration levels allowed the establishment of different groups of metals according to the observed behaviour, the analysis of the role of pH and the identification of the main release mechanisms. Finally, through a statistical analysis, physical parameters and diffusion data were interrelated. It allowed estimating the relevance of porosity, density and absorption of hardened concrete on diffusion release of the metals in study.