排除沉垫压载水的自升式平台稳性分析

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。     

FX自升式平台拖航稳性研究

自升式平台在拖航移位时,大部分桩腿位于平台上部,受风面积很大,在平台拖航移位过程中会受到很大的风倾力矩,有可能导致平台倾覆,故需对平台拖航进行稳性分析研究,确保平台拖航安全。本文提出了一种利用Moses软件对FX自升式平台进行完整稳性和破舱稳性分析的方法,该方法简单实用,计算效率高。使用该方法分析平台稳性,得出如下结论：自升式平台的吃水越大,其稳性越差；FX平台完整稳性的危险风向角为15度,破舱稳性的危险风向角为120度,最危险的破舱组合为压载舱2和4。论文成果可为类似平台的稳性分析提供参考,为平台的安全拖航提供技术支持。     

九十米水深储油自升式平台的沉垫设计

我国海洋石油开发中广泛应用自升式平台,将自升式平台的沉垫设计为储油舱,使其具有水下储油功能.对储油自升式平台的沉垫进行结构设计,在舱室布置中提出两种模式.根据环境载荷,应用ANSYS软件对结构进行强度校核.结果表明:结构各部分均满足规范关于强度的要求.同时经对比优选,两种舱室布置模式均可行,且不设浮力舱更合理.     

桩腿升降对自升式平台稳性的影响

自升式平台作为一种非常重要的移动式结构物,是海洋油气开发的基础装备之一。论文以大连船舶重工集团自主研发的400英尺自升式钻井平台为依托,研究自升式平台在不同桩腿位置的工况下进行拖航时的完整稳性和破舱稳性,并对计算结果进行了分析和比较,为自升式平台的设计者和操作者提供了建设性的意见。通过研究,考察了自升式平台在不同桩腿位置的工况下进行拖航的安全性和可行性,提高了海洋工程产品的设计研发能力。     

新型自升式钻井平台分舱优化设计与平台稳性计算

随着海洋工程产业的发展,国内逐渐掌握了海工装备的建造技术,并试图通过自主研发开发新的船型。文章以上海外高桥造船有限公司开发的SJ350型自升式钻井平台为依托,依据舱室布置原则,研究平台的分舱设计和优化方案。并利用NAPA软件对平台的破舱稳性进行计算,评估平台在最危险工况下的稳性,对各类自升式钻井平台的总体设计具有一定的参考意义。     

海洋平台稳性计算分析

以自升式钻井平台和在建的FPSO项目稳性计算分析为例,从风模型的建立、风载荷计算及风向角的角度进行FPSO稳性计算,综合考虑不同规范的要求,确定平台完整稳性和破舱稳性衡准,定义开口、破损范围及渗透率等参数,并利用NAPA软件对海洋平台进行配载,计算平台在各种工况下的稳性,明确稳性计算方法的正确性。     

XJ自升式平台拖航稳性计算方法

针对XJ自升式平台,采用Moses软件建立平台模型,分别计算该平台在油田拖航和远洋拖航时的完整稳性以及破舱稳性。将实际拖航时的稳性情况与数值模拟结果进行对比发现,用Moses简化建模来模拟计算平台拖航稳性所产生的模型误差对最终稳性计算结果的影响较小。     

方形自升式平台稳性计算

以上海中远船务工程有限公司研发的一型正方形自升式生产平台为依托,依照美国船级社MODU规范的要求,分析了平台的完整稳性、破损稳性和剩余稳性,总结了该类平台稳性分析的方法及过程.对方形自升式平台稳性计算具有一定的参考意义.     

箱型沉垫地基吸附力作用机理及影响因素

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。     

箱型自升式平台破损后剩余稳性的研究

介绍一种箱型自升式平台破损后剩余稳性的计算方法。基于稳性计算软件GHS,选用箱型自升式平台对在360°不同方向下剩余稳性的特性进行计算,并对传统的在横倾过程中用固定转轴的计算方法进行衡准校核,以及对横倾过程中由于横倾引起的纵倾变化而重新寻找无纵倾只有横倾的转轴的计算方法进行衡准校核对比,此方法可用于实际计算中自升式平台破损后剩余稳性的分析。     

Some aspects of the structural design of a mat foundation for various soil conditions

There are several important structural design parameters in the analysis of a mat type structure for a jackup mobile offshore drilling unit. These consist of dimensions for the mat, soil foundation types, and structural loads. Methods for determining the proper dimension of the mat structure, modeling the structure and its loading cases, modeling the soil conditions and a method for identifying critical load cases for each element and load case is presented. By using a database approach for the finite element output for all of the various loading cases, a rational approach is presented which solves the problem of sorting and analyzing all of the elements and load cases, ensuring that all are included and none of the critical cases are missed.     

Risk analysis of jackup rigs

Increasing attention has been focussed in the North Sea and elsewhere on the quantification of the risks of working in a hazardous enviroment: the offshore world. The perception of risk with respect to mobile rigs has often been vague and uninformed. This paper attempts to put the risks with respect to jackup rigs into perspective by quantifying them and comparing them to other risks.

This paper contains a few risk comparisons with fixed platforms, semi-submersibles, and drillships. Historical casualties are used in an example to show how a change intended to make an operation safer, may result in the opposite effect.

Examining risks from losses due to environmental overload, the conclusion is reached that jackups are very safe structures: there appears to be no jackup, in the timeframe examined, that has been lost because of a deficiency in the calculation methods currently in use by knowledgeable experts.     

海上风机导管架基础钢管桩稳桩平台结构强度分析

海上风机导管架基础钢管桩沉桩施工通常需要专门的稳桩平台辅助进行。结合作业工艺要求、海洋环境条件和相关规范,对钢管桩稳桩平台进行结构设计。采用SESAM软件和ANSYS Workbench软件分别对稳桩平台整体结构强度和吊耳局部结构强度进行计算分析,并根据规范对计算结果进行评估。结果表明,稳桩平台整体结构强度和吊耳局部结构强度均满足规范要求。该计算分析方法同样适用于海上升压站导管架基础、海上单桩基础稳桩平台或其他类似导管架结构的强度评估。     

非对称异型沉箱浮游稳定计算

针对非对称异型沉箱浮游稳定计算的难题,首先对任意形状的浮游物体浮心进行了理论推导;然后根据异型沉箱的结构特点,调整沉箱的压载,使浮心在浸水面上的投影与浸水面的形心重合;再通过转轴公式,找到浸水面的形心主惯性矩。此时,就可以将对称沉箱浮游稳定计算理论推广至非对称异型沉箱。通过一系列分析及现场实操,证明理论计算与实际结果基本一致,为非对称异型沉箱的浮游稳定计算提供了一种通用方法。     

Prediction of most probable extreme values for jackup dynamic analysis

Many important technical issues in the design of deep water jackup rigs stem from the prediction of extreme values of global design parameters such as platform sway, base shear, and overturning moment. Several analytical methods primarily based on time-domain dynamic simulation have been recommended in SNAME T&R Bulletin 5–5A (hereafter referred to as “the Bulletin”) in the realm of the so-called most probable maximum extreme. This paper compares the four major dynamic, time-domain methods recommended in the Bulletin, investigates the random seed effect on each method, exams the convergence of the statistical properties within the recommended time simulation, and presents the impact on the dynamic response due to various parameters, e.g. leg-to-hull flexibility, P-delta effect and foundation fixity. Comparison among the four methods is presented in terms of the calculated extreme values and the corresponding dynamic amplification factors. The structural models employed in this investigation were constructed to reflect the behavior of two jackup rigs in service. These rigs were purposely selected to represent two of the most widely used jackup designs, which are of different leg types, different chord types, and designed for different water depth.     

2500 t沉垫自升式海上风电安装平台设计与布置

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。     

Influence of the Mackenzie River plume on the sinking export of particulate material on the shelf

We examined the influence of the Mackenzie River plume on sinking fluxes of particulate organic and inorganic material on the Mackenzie Shelf, Canadian Arctic. Short-term particle interceptor traps were deployed under the halocline at 3 stations across the shelf during fall 2002 and at 3 stations along the shelf edge during summer 2004. During the two sampling periods, the horizontal patterns in sinking fluxes of particulate organic carbon (POC) and chlorophyll a (chl a) paralleled those in chl a biomass within the plume. Highest sinking fluxes of particulate organic material occurred at stations strongly influenced by the river plume (maximum POC sinking fluxes at 25 m of 98 mg C m^− 2 d^− 1 and 197 mg C m^− 2 d^− 1 in 2002 and 2004, respectively). The biogeochemical composition of the sinking material varied seasonally with phytoplankton and fecal pellets contributing considerably to the sinking flux in summer, while amorphous detritus dominated in the fall. Also, the sinking phytoplankton assemblage showed a seasonal succession from a dominance of diatoms in summer to flagellates and dinoflagellates in the fall. The presence of the freshwater diatom Eunotia sp. in the sinking assemblage directly underneath the river plume indicates the contribution of a phytoplankton community carried by the plume to the sinking export of organic material. Yet, increasing chl a and BioSi sinking fluxes with depth indicated an export of phytoplankton from the water column below the river plume during summer and fall. Grazing activity, mostly by copepods, and to a lesser extent by appendicularians, appeared to occur in a well-defined stratum underneath the river plume, particularly during summer. These results show that the Mackenzie River influences the magnitude and composition of the sinking material on the shelf in summer and fall, but does not constitute the only source of material sinking to depth at stations influenced by the river plume.     

新型混凝土单元块D型软体排结构计算及稳定性分析

针对长江中下游航道整治水下沉排工程中软体排结构的不足,提出一种新型混凝土单元块D型软体排结构,建立悬链线模型,分析排体的受力特点,计算排体的抗倾、抗滑和抗漂浮稳定性,并对比分析排体对地形的适应性。结果表明,新型混凝土单元块D型软体排结构明显提高了水下沉排的安全性和对复杂地形的适应性,为复杂条件下的水下沉排工程提供理论支撑。     

应用触变泥浆使大圆筒顺利下沉的设想

触变泥浆作为冶金、水利等建筑工程行业解决沉井下沉的主要施工技术,设想应用到港口海岸工程,利用相关计算公式对某港护岸工程大圆筒下沉的可行性作了理论分析。