共查询到17条相似文献,搜索用时 218 毫秒
1.
带有沉垫的自升式平台是较为特殊的一种平台,而其稳性分析相比常规的桩靴式自升式平台也有所不同。文章研究了一型沉垫自升式风电平台的拖航稳性和沉浮稳性,在破舱稳性计算中增加了对于空舱未设置舱底水系统时的特殊考虑,按照规范对坐底式平台的要求校核其沉浮稳性,并提出平台沉浮过程中重心变化的便捷计算方法,可以为类似平台的稳性计算提供借鉴。 相似文献
2.
本文介绍了沉垫自升式平台排除沉垫永久性压载水,以减少吃水,才能进入浅水海域作业。通过在ZenStab软件中对沉垫自升式平台建模计算的方式,分析了其在25.8m/s风速下的完整稳性和破舱稳性,验证了排除沉垫压载水后的平台进入浅水海域作业的可行性。 相似文献
3.
4.
沉垫式自升平台与普通插桩式平台相比,有着下陷深度浅、不用插拔桩等优势,但随之而来的问题是由于沉垫与海床接触面积过大,在回收沉垫时需要克服的吸附力也明显增加.为此,介绍一种新型的消除沉垫吸附力的设计方案.该新型的沉垫吸附力消除系统减少传统冲桩的布局,减少船员现场操作,且因沉垫和床腿非钢性固定,提出泵布置在沉垫上部,为今后... 相似文献
5.
以渤海自立号沉垫自升式平台为评估对象,采用检测、测厚和建模分析等方法对平台升降结构强度进行评估,得到升降结构允许单桩最大起升能力和受力最大位置,为延长升降系统的安全使用寿命提供理论依据。 相似文献
6.
介绍某型沉垫自升式海上风电安装平台的总体参数及性能、沉垫设计和船体布置,并结合海上风电施工作业的要求,分析在设计该平台时需要考虑的一些特殊因素。该平台针对海上风电施工作业所进行的特殊优化布置,可为类似风电安装平台的设计提供借鉴。 相似文献
7.
《船舶标准化工程师》2016,(1)
随着海上油田的进一步开发,海上钻井平台钻探任务不断加重,自升式平台需要在不同油田的井位进行就位作业,为了保障就位作业的顺利进行,需要进行自升式平台在该井位的入泥深度及稳定性分析。在自升式平台作业期间,可能会遭遇恶劣的海况,需要研究分析自升式平台在某井位作业时发生侧滑的可能性,并推算可承受的最大风速。通过建立某自升式平台沉垫入泥深度模型和侧滑移模型,根据QHD32-6平台场址工程地质调查,结合抗滑移软件计算得出该自升式沉垫平台裙板在该井场场址的入泥深度、稳定性和极限环境条件。 相似文献
8.
9.
针对一种新型的深水立柱式Spar钻采储运平台(Spar Drilling Production Storage Offloading)的结构特点进行极限强度可靠性研究。SDPSO平台的中间舱段为储油系统,其结构的安全性尤为重要,本文验证了在波浪弯矩年极值条件下其特殊储油系统结构的安全性。采用SESAM/Wadam软件对SDPSO平台进行水动力计算,利用序列统计法得到年极值短期海况,然后采用极值I型分布得到该短期海况下的波浪弯矩极值;利用ABAQUS非线性有限元软件和改进的Rosenblueth法进行SDPSO平台中舱段的极限强度计算,并得到极限承载能力的概率分布。最后基于一次二阶矩法完成SDPSO平台弯曲极限强度的可靠性计算,结果表明平台结构极限强度具有较高的安全水平,为深海立柱式海洋平台设计提供了依据和参考。 相似文献
10.
箱型沉垫地基吸附力作用机理及影响因素 总被引:1,自引:0,他引:1
《舰船科学技术》2014,(5):65-71
坐底式平台与自升式平台在浅海油气开发中得到广泛应用。坐底式平台与沉垫式桩脚自升式平台的沉垫在坐底时与海底地基相互作用,产生地基吸附力,而极限地基吸附力的作用机理及其影响因素一直是计算分析的难点。通过土体应力场与渗流场耦合场的非线性分析,提出大尺度箱形沉垫与海底地基吸附力的作用机理及计算方法,并对土体参数、上拔速度和沉垫底部开孔等研究,明确地基吸附力的影响因素,提出减小地基吸附力的可行方案。 相似文献
11.
12.
In order to explore the characteristics of the single-layer liquid sloshing in offshore dry oil storage tank and the two-layer liquid sloshing in offshore wet oil storage tank, two series of experiments were carried out: one was free surface sloshing in a closed rectangular tank partially filled with colored water, and the other was interfacial sloshing in the identical tank but completely filled with white oil and colored water. The tank was mounted on a shake table and was subjected to harmonic horizontal excitation with different excitation amplitudes and a wide range of excitation frequencies, including the first seven natural modes of single-layer or two-layer liquid system. The present study find that the frequency responses of interfacial sloshing wave are analogous to those of the free surface sloshing wave, but smaller in amplitudes. The experiments also produce results that are unique to the two-layer liquid sloshing. For example, when the external excitation frequency is equal to or close to the odd mode natural frequency of two-layer liquid system, a complicated three-dimensional (3D) gravity-capillary wave might be generated at the oil-water interface. Finally, the comparisons of free surface and interfacial sloshing in the viscous damping ratio, higher sloshing modes, impact pressure amplitude and mass center displacement were conducted, which revealed the superiority of wet storage technology in structural safety and dynamic stability. 相似文献
13.
14.
针对MARPOL公约经修订的附则I中即将生效的"第12A条——燃油舱保护"这一新增要求,研究了燃油舱不同尺度和位置的破损概率,绘制了破损概率图谱,并对以表格形式给出的破损概率进行了回归分析,得出了一些实用的结论,为今后提高船舶燃油舱的布置设计水平做了必要的技术储备。 相似文献
15.
16.
Experimental and numerical study on tuned liquid dampers for controlling earthquake response of jacket offshore platform 总被引:1,自引:0,他引:1
Earthquake loading has to be considered when the offshore platform is constructed in active fault zone. Tuned liquid dampers (TLD) have been proposed to control the dynamic response of structures. Liquid sloshing experiments on cylinder tank show the sloshing happens more seriously when the frequency of external excitation is close to the fundamental sloshing frequency of liquid. Lumped mass method is employed to numerically analyze the controlling earthquake effect on TLD. Based on TLDs the feasibility to control earthquake response of jacket platform is studied and applied to CB32A oil tank platform. Using extra TLDs in CB32A to control the seismic response of the platform is researched by the model test and numerical simulation. Lumped mass method can simulate the behavior of TLD during earthquake very well and gives close numerical results compared with those from model experiments. It has been found that the ratio of the fundamental sloshing frequency of liquid to the natural frequency of platform is the key factor to control earthquake response. The larger ratio of water-mass to platform-mass is also useful to reduce vibration as well. 相似文献