浅谈试验室对混凝土拌合站的质量管理

从水泥、粗细集料、水、外加剂等方面阐述了试验室对拌合站所用原材料的质量控制，论述了试验室对拌合站计量设备的质量管理，并对拌合站混凝土的质量控制、混凝土试件制作等方面进行了介绍，以真正的管理好混凝土拌合站。     

如何提高干式喷射彩色混凝土的观感质量

从彩色混凝土喷射施工的特点出发，结合工程实例，分析了影响喷射彩色混凝土观感质量的原因和解决方法。指出彩色混凝土喷射工艺可以有效地解决大面积混凝土边坡与周围环境的协调性问题。     

颗粒增强TiAl基复合材料及其Si的韧化作用研究EI

运用ＸＤ工艺制备了颗粒增强ＴｉＡｌ基复合材料。增强颗粒均匀分布于ＴｉＡｌ基体中并细化ＴｉＡｌ合金。通过在ＴｉＢ_２／ＴｉＡｌ、ＴｉＣ／ＴｉＡｌ复合材料中加入适量的Ｓｉ，颗粒增强ＴｉＡｌ基复合材料的室温延性得到了改善。     

清水砼技术在民用建筑中的应用——浅谈建设项目如何应用新技术

本文通过介绍清水砼技术在民用建筑中的应用,对建设项目如何应用新技术进行探讨。     

沥青混凝土面层施工的质量控制

从原材料的控制、配合比设计控制、施工阶段控制三方面探讨了热拌沥青混凝土面层的施工,重点对施工阶段的控制进行了详细阐述,以提高行车的安全性、舒适性及路面使用的耐久性等,从而延长路面的使用寿命。     

商品混凝土降低成本的技术途径

商品混凝土目前价格偏高 ,用户不情愿接受 ,影响了它的推广应用。针对这一问题 ,本文提出了用“活化填料”、“活化水泥”配制高性能商品混凝土的技术路线并分析了其技术经济效益     

钢筋混凝土结构内的钢筋腐蚀监测

用钢筋混凝土修建的建筑物和构筑物，因受外界因素的影响，其内部钢筋可能会受到腐蚀而生锈，锈蚀严重者将危及安全。根据钢筋在混凝土内的锈蚀是一个电化学过程的特点，在不损伤钢筋混凝土结构的条件下，利用腐蚀监测仪，测量钢筋混凝的电化学特性值，并以此特性值绘制等值线图，利用该图能正确评估混凝土内钢筋受腐蚀的情况。     

Air entrainment in fresh concrete with PFA

The results of a study into the influence of PFA on air entrainment in fresh concrete are discussed It is shown that the required dosage of AEA to produce an air content of 5.5 ± 0.5% in a PFA modified concrete mix is two-six times that required in the corresponding neat OPC concrete mix. The dosage of a vinsol based air entraining agent (AEA) required appears to be directly related to the PFA content of the mix. Similar direct relationships were obtained with a range of different PFAs. The dosage of an AEA based on the salt of a fatty acid appears to be sensitive to both PFA and OPC contents. For the type of PFA used, the variability of measured air content or the amount of air retained after continued agitation both indicated that vinsol based AEAs show the highest variability whilst fatty acid based AEAs show low variability. The between batch variability of air content was significantly improved by the addition of PFA regardless of the AEA used.     

Scale Transition in Steel-Concrete Interaction. II:?Applications

The proposed mode of consideration of the steel-concrete interaction (Part I) is applied to real-life engineering structures. Two structures recently investigated numerically at Vienna University of Technology are considered: (1) the reinforced concrete (RC) cooling tower III Ptolema?s SES (Greece) and (2) a part of the shotcrete tunnel lining installed at the Lainzer tunnel (Austria). In both examples, the uniaxial fracture criterion used in Part I is replaced by the maximum stress (Rankine) criterion. Together with the Drucker-Prager criterion, which is used for the simulation of compressive failure of concrete/shotcrete, it defines the space of admissible stress states in the framework of multisurface plasticity. For the simulation of early-age fracture of shotcrete, consideration of the steel-concrete interaction presented in Part I of this paper is extended towards young shotcrete. Similar to the benchmark problem investigated in Part I of this paper, several analyses with different degrees of consideration of the steel-concrete interaction are performed. The obtained results give insight into the influence of the steel-concrete interaction on the load-carrying behavior of the investigated structures.