悬浇箱梁0#块钢管支架施工探讨

介绍江苏省237省道盐河桥主桥悬浇箱梁0#块支架施工过程,重点详述了钢管支架的施工要点及验算步骤,同时与贝雷支架对比,对此类施工方案的安全性、经济性、装拆方便性进行了分析和总结。     

环焊缝含未焊透缺陷的压力管道安全评定

运用国家标准GB／T19624--2004《在用含缺陷压力容器安全评定》对在用含缺陷压力管道进行安全评定，在国内业界还很少开展。通过对2组环焊缝含未焊透缺陷压力管道的安全评定，提供了对在用含缺陷且载荷复杂的压力管道进行安全评定的方法和步骤，介绍了运用GB／T19624--2004对带环向未焊透缺陷压力管道进行安全评定的方法，为广泛开展在用含缺陷压力管道安全评定提供参考，以保证压力管道运行的安全性和经济性。     

车用发动机高压油管振动分析与控制

针对某车用发动机出现的高压油管断裂的问题,经过试验测试,确定了高压油管断裂的原因。并提出了两种解决措施,一是改变喷油系支架刚度来改变其固有频率,使共振转速出现在发动机不常用的转速范围内;二是将喷油泵与驱动齿轮间的连接方式改用法兰连接,以避免由于喷油系连接轴的加工误差和安装同轴度的影响。试验表明,该方案对油管泵端的振动控制得非常好,避免了喷油泵端共振的发生,可以有效解决高压油管的振动问题。     

大口径玻璃夹砂管在港区道路堆场工程复杂地基中的应用

玻璃钢夹砂管已越来越多应用于市政排水工程。介绍了该种管子在洋山一期道路堆场中的应用，分析了这种管子的优势。解决了在港区内超重集卡荷载下以及复杂地基中施工的几个难题。     

石油管螺纹的检测技术

石油专用管螺纹是一种气密性良好、质量要求极高的专用螺纹，因此为保证螺纹的检测质量与了解螺纹的基本扣型，正确选用测量方法、掌握几何精度对于严格按照标准检修和检验钻具而言乃是至关重要的。基于对钻具、油套管螺纹检验的目的、检验内容、方法及存在问题的探讨，较为详尽地阐述了如何在工作中正确应用石油管螺纹检测技术。     

机械式弯管机的设计与应用

本文介绍的机械式弯管机,采用三相电机提供动力并采用蜗轮减速机、齿轮组等传动减速和提高输出转矩,使用可调式限位开关进行折弯角度调整,采用多组弯管轮组合完成多种规格管料的弯制。该工具结构简单,实用、易于操作,实用性突出。     

广州地铁二号线三元里折返线隧道过桥技术

隧道施工对桥基产生影响 ,为有效控制变形 ,确保架桥安全 ,对桥基托换。     

螺旋流多分支管流场的三维数值模拟

采用分块耦合的网格生成技术 ,利用TTM法生成螺旋流多分支管的三维贴体网格。用任意拉格朗日—欧拉 (ALE)法对螺旋流排气系统中的 2个三分支管模件内的稳态流场进行了数值模拟。揭示了螺旋流排气系统相邻缸排气之间的相互影响 ,为系统地分析螺旋流排气系统的工作机理奠定了基础。     

Fatigue reliability—measured response of the heidrun TLP tethers

One of the most important uncertainties associated with fatigue damage of TLP tethers is the uncertainty related to fatigue loading. Higher–order load effects are important and such effects are very complicated to determine numerically. The Heidrun TLP was installed in the summer of 1995 and for this platform the forces in the top of the tethers are measured during the operational phase. In this paper the results of these measurements are discussed and compared with numerical calculations. It is shown how the measurements of fatigue loading can be used to improve the fatigue reliability and reduce the need for in-service inspections.     

Dynamic behavior of conveying-fluid pipes with variable wall thickness through circumferential and axial directions

In addition to the traditional hollow circular sections used in marine structures, other hollow sections have attracted the attention of architects and design engineers due to their mechanical characteristics such as torsional rigidity and local strength against impact loading. The purpose of this study is to investigate dynamic response of pipes conveying fluid with variable wall thickness through both circumferential and axial directions. Pipes with variable wall thickness have different flexural rigidities about two different principal axes. This property allows these pipes to be oriented efficiently, meet various design requirements and resist the applied loads. The results of this investigation provide a better insight into the physics and dynamic behavior of non-circular pipes conveying fluid. Two different geometries are studied, (i) the pipe is assumed with a general non-circular cross section with variable wall thickness along the circumferential direction, (ii) both inner and outer boundaries of the pipe cross section are assumed to be circles whereas the wall thickness of the pipe along axial direction is varied with a specified function. The governing differential equations of the problem are derived using Timoshenko beam theory with the effect of shear deformation included in the formulation. The discretization of the problem domain is done using the finite element method. Consequently, a modal analysis is employed to calculate the critical flow velocities of the pipe with clamped-clamped end conditions. The effects of different cross sections on the critical flow velocity are investigated. The importance of Coriolis forces on the presence of coupled-mode flutter and re-stabilization point are also discussed for different values of mass ratio.