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Mechanical Performance Analysis of Petroleum Derrick Substructure

机译:石油井架子结构的力学性能分析

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In recent years, the self-elevating derrick substructure which with the characteristics of easy to install, remove and transfer are gradually replacing layer box, box block substructure, etc. The three-dimensional finite element model of the MXD-701 jack-up derrick and substructure, which is used to analyze static properties of the petroleum substructure under the six different working loads are built by the ANSYS finite element software. Meanwhile, the wireless structural testing system (STS-WiFi)is testing at the MXD-701 petroleum substructure. Then comparing of the model results and testing results. Analysis results indicate that the stress of the substructure at the two beam table is greatest, the stress of the upper part of the guy column is much greater, and others are low, but in general, the overall substructure can fit the requirements of the strength and intensity. The compared results can accurately reflect the project structure of the stress and strain. Then, we can get the capacity of the substructure in order to provide evidence to the security situation of the substructure. It will have great significance to enrich and develop the mast base design and safety assessment theory.
机译:近年来,具有易于安装,拆卸和转移特性的自升式井架下部结构逐渐取代了层箱,箱体块下部结构等。MXD-701自升式井架的三维有限元模型通过ANSYS有限元软件建立了用于分析六种不同工作载荷下石油子结构静态特性的子结构。同时,无线结构测试系统(STS-WiFi)正在MXD-701石油子结构上进行测试。然后比较模型结果和测试结果。分析结果表明,两梁工作台下部结构的应力最大,盖柱上部的应力较大,其余部分较低,但总的来说,整体结构可以满足强度要求。和强度。比较结果可以准确反映工程的应力和应变结构。然后,我们可以获得子结构的容量,以便为子结构的安全状况提供证据。丰富和发展桅杆基础设计和安全评估理论将具有重要意义。

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