普通钢筋混凝土结构设计中应注意的若干问题

简要介绍了普通钢筋混凝土结构设计中结构计算模型的建立、梁板计算模式的确定以及计算参数的取值等几方面应注意的问题，提出了相应的处理方法和要求。     

某高层住宅楼转换层施工案例分析

讨论了厚板迭合层的几种施工方法，并对其中二次迭合成型施工法进行了详细的论述，通过具体案例分析，进行了技术经济比较，为类似工程的应用提供了参考。     

冬季施工水泥混凝土路面的几点经验

抓住冬季施工水泥混凝土路面施工防冻这一关键，通过多次施工实践，总结出冬季施工水泥混凝土路面的养护方案，使混凝土路面在冬季施工时确保符合市政道路规范要求。     

剪力环对钢管混凝土粘结强度影响的试验

通过对3根设置剪力环，3根不设剪力环，直径相同、厚度相同的试件进行研究，分析了钢管与混凝土之间的粘结性能、破坏机理，探究了影响其强度的主要因素．     

磁化水混凝土增强机理的微观分析

通过测试普通水和磁化水的物化指标和力学指标得知:磁化水的表面张力比普通水的表面张力平均降低了5 21%;对普通水混凝土和磁化水混凝土结构进行电镜扫描,知磁化水混凝土水化过程中,产生的胶体粒子和相应的晶体较多,水泥浆强度得到了提高,同时,磁化水可以使水泥完全水化.     

预应力混凝土结构次内力计算方法

预应力混凝土超静定结构中预应力作用会产生次内力，次内力的产生、计算同主内力有明显的不同，尤其是计算一直是教学与工程实践中的一个难点。本文阐述了次内力计算的基本概念，从计算方法、基本原理、计算路线和适用范围等四个方面比较了常见的预应力计算方法，同时对杆系有限元法计算次内力进行了初步分析，并总结了一些教学体会。最后笔者通过一个简单的力学算例，对几种方法的计算结果进行了比较分析。     

高压喷射灌浆在橡胶坝围堰垂直防渗工程的应用

阐述了高压喷射灌浆技术在齐齐哈尔市橡胶坝围堰垂直防渗墙工程的设计与施工方法。     

Concrete with Highly Active Rice Husk Ash

The overall aim was to investtgate the effect of highly active husk ash (RHA) produced by an industrial furnace on some properties of concrete. The strength, pore volume and pore distribution of concrete and the Ca(OH)2 content in concrete were investigated by JIS A 1108 ( Method of test for compressive strength of concrete), a mercury instrument porosimeter, and the thermogravimetric analysis, respectively. The results show that, with RHA replacement of cement , the compressive strength of concrete is increased evidently;the average pore radius of concrete is greatly decreased, especially the portion of the pores greater than 20nm in radius is decreased while the amount, of smaller pores is increased, and the more the RHA replacement, the less the amount of Ca(OH)2 in concrete. The latter two results are the main reasons for the strength enhancement of concrete.     

Radial explosion strain and its fracture effect from confined explosion with charge of cyclonite

Instrumented experiments were conducted in concrete models to study the explosion-induced radial strain and fracture effect of rock-like media under confined explosion with a charge of cyclonite. As a charge was exploded,two different radial strain waves were sequentially recorded by a strain gage at a distance of 80 mm from the center of charge. Through the attenuation formula of the maximum compressive strain(εrmax), the distribution of εrmax and its strain rate(ε) between the charge and gage were obtained. The effect of the two waves propagating outwards on the radial fracture of surrounding media was discussed. The results show that the two waves are pertinent to the loading of shock energy (Es) and bubble energy (Eb) against concrete surrounding charge, respectively. The former wave lasts for much shorter time than the latter. The peak values of εrmax and ε of the former are higher than those of the latter, respectively.     

膨胀混凝土灌注桩的受力分析

膨胀混凝土灌注桩是一种近年来发展起来的新型成桩方式。本文首先利用弹性理论否定了其承载力提高是单纯由于摩擦力提高的简单解释，然后以试验数据为基础，从三个方面分析了承载力提高的原因：蠕变、固结过程的缩短能加速桩周土承载力的提高；按极限荷载的定义，桩长伸长能充分发挥桩身承载力和桩底承载力；桩端土强度、刚度的提高对桩侧阻力在桩端有明显的增强效应，并对膨胀混凝土灌注桩的设计和施工提出了建议。