"跳仓法"工艺在某重点项目的应用

"跳仓法"是民用建筑中取代永久变形缝和后浇带的有效新型技术措施,利用抗放结合的原则能有效解决混凝土初期与后期收缩引发的裂缝问题。技术要点是一方面要合理分仓、跳仓、构造设计和验算,另一方面要控制商品混凝土质量,进行严格的混凝土养护和温度监测。     

Effects of gamma-sterilization on DOC, uranium and arsenic remobilization from organic and microbial rich stream sediments

Organic-rich sediments are known to be effective accumulators for uranium and arsenic. Much is known about the capacity for metal or metalloid fixation by microbes and organic compounds as well as inorganic sediment particles. Experiments investigating the effect of microbes on the process of metal fixation in sediments require sterilized sediments as control treatment which is often realized by gamma-sterilization. Only few studies show that gamma-sterilization has an effect on the remobilization of metal and metalloids and on their physico-chemical properties. These studies deal with sediments with negligible organic content whereas almost nothing is known about organic-rich sediments including a probably high microbial activity. In view of this, we investigated the effect of gamma-sterilization of organic-rich sediments on uranium and arsenic fixation and release. After ten days within an exposure experiment we found a significant higher remobilization of uranium and arsenic in sterile compared to unsterile treatments. In line with these findings the content of dissolved organic carbon (DOC), manganese, and iron increased to even significantly higher concentration in the sterile compared to unsterile treatment. Gamma-sterilization seems to change the physico-chemical properties of organic-rich sediments. Microbial activity is effectively eliminated. From increased DOC concentrations in overlaying water it is concluded that microbes are eventually killed with leaching of cellular compounds in the overlaying water. This decreases the adsorption capacity of the sediment and leads to enhanced uranium and arsenic remobilization.     

屋面设计中不容忽视的问题

从屋面坡度与相关尺寸的标准、雨水管的位置和间距等内容的设计两方面分析了屋面设计中容易被忽视的问题，同时提出相应的处理方法，从而保证施工顺利进行，提高屋面质量。     

城市立交桥匝道的结构承载能力分析

从桥梁上部结构主梁和下部结构桥墩的结构受力 ,分析城市立交桥匝道的承载能力 ,详细验算主梁在施工和使用阶段的应力状态和承载能力极限状态的截面强度 ,以及下部结构墩身和桩基的承载能力     

粘钢加固在混凝土结构工程上的应用

结合工程实例交流粘钢加固法在工程中的实际运用过程及效果,并就粘钢加固的原理和施工要点进行论述。     

混凝土结构裂缝扩展的双G准则

断裂力学基本上有两种分析裂缝稳定性的方法 :应力强度因子法和能量法。在混凝土断裂性能的描述上两者应该是等效的。针对目前大多数混凝土断裂模型以应力强度因子型的断裂韧度作为判定准则 ,本文尝试从能量的角度出发 ,结合线弹性断裂力学和虚拟裂缝区上的黏聚力分布 ,以能量释放率G作为断裂性能判定参数 ,建立了混凝土结构裂缝扩展的双G准则。与双K断裂参数相对应 ,双G准则引入了两个重要的裂缝扩展判定参量 :起裂断裂韧度GiniIc 和失稳断裂韧度GunIc 。其中 ,起裂断裂韧度GiniIc 对应于起裂荷载Pini和初始裂缝长度a0 ;失稳断裂韧度GunIc 对应于极值荷载Pmax和临界有效裂缝长度ac。根据线性渐进叠加假定 ,可以把 (Pini,a0 )和(Pmax,ac)代入线弹性断裂力学相对应的公式直接求得GiniIc 和GunIc 。考虑到起裂荷载Pini的不易确定性 ,本文引入黏聚力分布引起的能量损耗GcIc,通过三者GiniIc 、GunIc 和GcIc的关系 ,给出了起裂断裂韧度GiniIc 和失稳断裂韧度GunIc的适用计算公式 ,并通过三点弯曲梁实验得到了验证。     

局部热源法在建筑节能现场检测中的应用

提出了采用局部常功率热源法现场检测墙体传热系数的方法。介绍了使用该方法进行传热系数稳态检测的理论依据,设计了实验测试系统。编制了三维稳态导热程序,模拟了多组不同边界条件下的墙体传热过程,并建立了用于墙体传热系数辨识的神经网络,辨识结果与理论值吻合较好。     

The influence of pH on phosphate release from lake sediments

pH is believed to be an important regulating factor for the release of phosphate from freshwater sediments. Usually, this is demonstrated in laboratory experiments using intact sediment cores and pH regulation of the overlying water by means of NaOH additions. This technique and a pH regulation technique by means of CO₂-stripping were compared. The first method resulted in a 10-fold increase in release rate at pH 9.5 compared to the rate at pH 8.3. The stripping technique yielded only a doubling of the release rate at pH 9.3. Measurements of pH profiles in the sediment in experiments performed at pH 8.3 and 9.0 proved that the enhanced phosphate release when using NaOH for pH regulation is mainly an artifact caused by an increased alkalinity in the water column and the upper sediment layers, resulting from the NaOH additions.     

上海市外环线——沪青平立交总体方案

外环线——沪青平交叉口相交道路较多且道路等级较高,交叉口流量较大,控制建筑物多,相关结构工程十分复杂,立交方案设计的难度较大。介绍了上海外环线——沪青平立交的总体方案设计以及采用的主要技术标准,分析了设计采用的主要技术处理措施和实施办法,为类似的工程方案设计提供参考。     

提高钢筋强度及推广应用新Ⅲ级钢筋的分析

长期以来 ,我国使用的钢筋强度较低 ,不能适应现代土木工程发展的需要。提高强度是钢筋的一个重要发展方向。 40 0MPa热轧带肋钢筋 (俗称新Ⅲ级钢筋 )具有强度高、延性好、焊接性能良好等优点 ,同时还可改善混凝土结构的抗震性能 ,是一种理想的新型高效钢筋。通过对比几种常用钢筋的性能和价格 ,分析其技术经济效益 ,建议采用强度较高的钢筋 ,大力推广应用新Ⅲ级钢筋 ,促进建筑业的技术进步和可持续发展。