浅析桥梁灌注桩的施工质量控制与检测

该文指出:据统计分析,目前公路桥梁的下部结构基础施工中,大部分采用的是桩基础。桩基是一种极为有效、安全可靠的基础形式,能将上部结构荷载有效地传递到深层稳定的土层中,在很多程度上减少基础沉降。但是桩基础的施工,通常是在地面下或水下进行施工的,施工的工序比较复杂,质量控制难度比较大,稍有不慎易产生断桩等严重缺陷。因此,对桥梁桩基础的施工管理与质量检测就显得非常重要。     

斜拉桥的美学构思与仿真

根据斜拉桥构造,阐述了斜拉桥的美学构思方法,以湖北省宜昌至巴东高速公路神农溪大桥主桥为例,探讨了斜拉桥美学仿真的基本步骤与方法,得到逼真的三维桥梁模型.     

Reliability Analysis of Filtering Reducers Considering Temperature Correction and Shock Load of Space

Owing to some excellent properties (such as large transmission ratio, high reliability, high precision, large stiffness, small volume and long service life), filtering reducers are suitable for occasions with high requirements (e.g. space equipment). However, the tough working condition in space (including frequent changes of temperature, and large temperature difference combined with shock loads) may significantly affect the reliability. In this paper, the expressions of the minimal and maximal instantaneous transmission ratios (ITRs) considering temperature correction are developed. The minimal and maximal ITRs from simulation are used to verify the accuracy. Moreover, the reliability of a filtering reducer under different temperatures and the shock load are calculated, respectively. The research is beneficial to the design of spacecraft mechanism.     

震裂边坡的降雨稳定性研究

震裂边坡在地震灾区分布较广,是规模较大的潜在灾害,其在雨水下渗等外界影响因素的作用下稳定性可能会发生较大的变化.针对不同的裂缝位置、裂缝深度以及考虑是否灌水,运用ABAQUS大型有限元软件,开展均质土震裂边坡的降雨稳定性分析.结果揭示了上述不同情况下的震裂边坡在降雨中的变形破坏和稳定性变化的规律,为类似边坡的分析评价及工程治理提供借鉴.     

ZK61镁合金的腐蚀行为研究

本文通过金相显微镜和扫描电子显微镜(SEM)观察了ZK61镁合金在Na Cl介质中的腐蚀形貌特点,通过失重法研究了Na Cl介质浓度及温度对ZK61镁合金腐蚀速率的影响,进一步研究了Na Cl浓度和温度对ZK61镁合金腐蚀电化学行为的影响。     

Mutual information optimization based dynamic log-polar image registration

Log-polar transformation(LPT)is widely used in image registration due to its scale and rotation invariant properties.Through LPT,rotation and scale transformation can be made into translation displacement in log-polar coordinates,and phase correlation technique can be used to get the displacement.In LPT based image registration,constant samples in digitalization processing produce less precise and effective results.Thus,dynamic log-polar transformation(DLPT)is used in this paper.DLPT is a method that generates several sample sets in axes to produce several results and only the effective results are used to get the final results by using statistical approach.Therefore,DLPT can get more precise and effective transformation results than the conventional LPT.Mutual information(MI)is a similarity measure to align two images and has been used in image registration for a long time.An optimal transform for image registration can be obtained by maximizing MI between the two images.Image registration based on MI is robust in noisy,occlusion and illumination changing circumstance.In this paper,we study image registration using MI and DLPT.Experiments with digitalizing images and with real image datasets are performed,and the experimental results show that the combination of MI with DLPT is an effective and precise method for image registration.     

Application of back analysis on laterally loaded single pile

In views of the limitations of the existing methods for calculating the pile foundation capacity, a back analysis approach of the m-value is introduced. In order to consider the sensitivity of pile behavior to the m-value,the relationships between the applied horizontal loads at pile head and the corresponding m-value along with the pile stiffness changes are studied. Based on statistics data from the extensive in-situ tests, the back analysis results suggest an exponential expression for the m-value in various soil conditions and horizontal displacements at pile head. This method is capable of providing an accurate m-value in calculating the pile responses under lateral loads.     

济南市历阳湖人行钢桁拱桥设计与施工

济南市历阳湖人行钢桁拱桥桥位处地形条件复杂,生态环境保护要求较高,施工场地受限。桥型设计通过方案比选后采用钢桁拱桥方案,拱脚水平推力利于现状道路边坡的稳定;施工采用大型起重机先整体吊装钢桁拱下弦拱圈、后吊装拱上杆件及桥面系的施工方法,解决了施工场地受限的问题;通过设置斜撑杆来取代山体侧桥台,避免了对山坡裸露岩体的破坏。特定条件下钢桁拱桥的一些设计与施工措施,可为类似桥梁设计与施工提供一些借鉴与参考。     

高层建筑装配式结构施工技术研究

基于高层装配式混凝土结构建筑,详细研究了施工时预制构件的场内运输和构件吊装问题。针对预制柱、叠合板以及梁在吊装施工时的要点,提出新的预制柱翻身技术、垂直度斜支撑调整设备、预留钢筋定位技术以及叠合板吊运设备等,有效提升施工效率,增强施工安全性。     

钢箱梁疲劳裂纹安全性等级评价方法

参考现有评价方法,将模糊综合评价法应用在钢箱梁疲劳裂纹安全性等级评价上。根据钢箱梁的结构特点,确定相应的因素集和评价集,建立数学模型,确定各评价指标的权重,并划分了相应的评价等级标准。根据此标准可对钢箱梁疲劳裂纹的安全性等级作出评价。