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以某JU2000E型自升式钻井平台为例,对其锚机基座结构强度进行分析。介绍系泊系统,进行锚机基座有限元建模,并进行锚机基座强度计算结果分析和规范校核,可为自升式钻井平台后续结构加强和优化设计提供参考。 相似文献
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升桩机构是所有自升式钻井平台的重要设备。为确保钻井平台在海上升降,必须设计一套安全可靠的升桩机构和控制装置,以便钻井平台在海上有效地站立作业或迁移。“港海一”号自升式钻井平台采用了液压油缺顶升式升桩机构,控制台综合了过程控制中的所有系统参数,成功地设计了一套傻瓜型操作,智能型功能的升桩系统。该系统经过近三年海上实际升降操作使用,证实了其高安全性、高可靠性、高效操作性的特点。可供该类型升降机构设计参考。 相似文献
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自升式钻井平台中央控制系统主要由平台管理监测系统与安全控制系统组成,其中平台管理监测系统的功能主要包括对平台上主要设备的运行报警信号采集以及对不同工况进行的实时报警。平台安全控制系统主要用于检测整个平台的安全、生产和运行状况,当发生危险气体泄漏或火灾时,发出报警信号并采取必要的安全保护措施,进而保护平台的生产安全和船员的生命安全。文章以JU2000E型自升式钻井平台项目为工程应用实例,介绍平台中央控制系统的设备配置、设计过程和控制逻辑,结合施工调试过程中现场所遇到的问题,对设计过程中的重点难点进行了分析,并在此基础上提出对今后设计优化的想法。 相似文献
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自升式钻井平台悬臂梁在迁航过程中产生较大的滑移力。文中运用理论分析和实例验证的方法,从摇摆惯性力、重力和风载荷等方面对悬臂梁进行迁航状态滑移分析研究,提出了便捷、准确的悬臂梁滑移力计算方法和滑移分析设计工况,为自升式钻井平台的安全操作和悬臂梁优化设计提供参考。 相似文献
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为了保证海洋工程平台的运行安全,需要全面评估安全相关设备的失效风险,并设置应急关断系统。基于一套我所生产并已交付的海洋工程平台应急关断系统,首先介绍了系统功能安全相关标准和可靠性指标的计算方法。然后选取该平台的某一个典型安全回路,分析其安全完整性等级,最后验证其等级符合设计要求。 相似文献
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This paper presents a simplified method for the reliability- and the integrity-based optimal design of engineering systems and its application to offshore mooring systems. The design of structural systems is transitioning from the conventional methods, which are based on factors of safety, to more advanced methods, which require calculation of the failure probability of the designed system for each project. Using factors of safety to account for the uncertainties in the capacity (strength) or demands can lead to systems with different reliabilities. This is because the number and arrangement of components in each system and the correlation of their responses could be different, which could affect the system reliability. The generic factors of safety that are specified at the component level do not account for such differences. Still, using factors of safety, as a measure of system safety, is preferred by many engineers because of the simplicity in their application. The aim of this paper is to provide a simplified method for design of engineering systems that directly involves the system annual failure probability as a measure of system safety, concerning system strength limit state. In this method, using results of conventional deterministic analysis, the optimality factors for an integrity-based optimal design are used instead of generic safety factors to assure the system safety. The optimality factors, which estimate the necessary change in average component capacities, are computed especially for each component and a target system annual probability of system failure using regression models that estimate the effect of short and long term extreme events on structural response. Because in practice, it is convenient to use the return period as a measure to quantify the likelihood of extreme events, the regression model in this paper is a relationship between the component demands and the annual probability density function corresponding to every return period. This method accounts for the uncertainties in the environmental loads and structural capacities, and identifies the target mean capacity of each component for maximizing its integrity and meeting the reliability requirement. In addition, because various failure modes in a structural system can lead to different consequences (including damage costs), a method is introduced to compute optimality factors for designated failure modes. By calculating the probability of system failure, this method can be used for risk-based decision-making that considers the failure costs and consequences. The proposed method can also be used on existing structures to identify the riskiest components as part of inspection and improvement planning. The proposed method is discussed and illustrated considering offshore mooring systems. However, the method is general and applicable also to other engineering systems. In the case study of this paper, the method is first used to quantify the reliability of a mooring system, then this design is revised to meet the DNV recommended annual probability of failure and for maximizing system integrity as well as for a designated failure mode in which the anchor chains are the first components to fail in the system. 相似文献
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针对三峡库区复杂工程地质与水位条件下的港口高边坡稳定性与生态防护技术进行了深入研究,在国内外库区岸坡防护技术的基础上进行了优化比选,提出了采用香根草护面加筋边坡这一新型结构体系对三峡库岸边坡进行防护,并采用有限元仿真模拟计算与工程试验相结合的方法进行了论证。实践表明,该防护技术满足三峡库岸边坡防护的安全经济、环保性要求,是一种新型有效的库区港口边坡生态防护技术。 相似文献
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本文探讨了海上风电牺牲阳极阴极保护监检测系统研究的必要性,描述了在线监检测系统的结构和功能,介绍了研究过程中监检测系统的选型、安装、调试和数据分析,得出结论:远程监控技术可以提高自动化程度和工作效率、节省人工成本、减少人身安全风险;随着风电技术的发展,阴极保护监检测系统将是风电生产管理的重要组成部分,起着重要作用。并指出:海上风电监检测系统尚在初期阶段,监控系统本身的使用寿命和故障率、系统材料的选择和优化,都有待在实践中不断摸索和提高。 相似文献
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战斗舰船上有众多的易燃易爆高发区域,必需设置舰船消防系统以达到防火和灭火的目的。但消防投入在提升舰船生命力与安全性水平的同时,也消耗了舰船有限的舱容和排水量。为了配合舰总体进行综合平衡,确保消防设计得以实施,对消防投入涉及的重量和空间进行统计分析,是有效支撑舰船总体布置和性能设计的重要途径。 相似文献
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介绍宝钢大套安保监控系统的设计特点、系统构成、主要功能以及如何利用多媒体技术把安保监控系统的各个子系统有机地集成起来,实现联动控制,使系统具有多重保护功能,提高系统的可靠性,还探讨了多媒体系统开发中的一些技术问题。 相似文献