Design Method and Development Trend of Landing Strings in Deepwater Drilling
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摘要: 为解决深水钻井送入管柱设计及选型设计的问题,对深水表层钻井中送入管柱的负载力学特性及其在作业中遇到的问题进行了研究,建立了送入管柱设计计算力学模型,并结合实钻井进行了模型应用分析.实例计算结果表明,相对于其他设计方法,用推荐的卡瓦挤毁修正模型计算的φ168.2 mm和φ149.2 mm送入管柱的最大拉伸载荷分别为3 234和3 136 kN,与最大许用拉伸载荷最为接近,反之说明用该方法设计出的送入管柱更加安全;用建立的极限拉伸载荷模型计算出在处理导管下沉时φ168.2 mm和φ149.2 mm送入管柱的安全系数分别是1.37和1.26,均满足最小安全系数1.10的要求,且送入管柱尺寸越大,安全余量和安全系数越高;而普通钻杆无法满足安全作业要求.研究结果表明,深水送入管柱设计必须综合考虑卡瓦挤毁和导管下沉复杂情况处理过程中管柱承受极限拉伸载荷两方面的因素,确保送入管柱在作业过程中的安全性.Abstract: To solve the design and type selection of landing strings,an analysis of the loading characters of landing string and the main complexities the landing string potentially encountered in deepwater drilling were examined.As a result,a new mechanical model for landing string design was established,which was used in an analysis of model combined with actual drilling in deepwater environments.The results showed that the calculated maximum tensile load of φ168.2 mm and φ149.2 mm common landing string was 3 234 kN and 3 136 kN respectively with the recommended slip collapsing model,which was closer to the maximum allowable tensile load than that calculated by other design methods,which suggests that the new landing string design is safer.The safety factor of φ168.2 mm and φ149.2 mm landing string was calculated based on the ultimate tensile load model in the case of conductor sinking was 1.37 and 1.26 respectively,which meets the requirement for minimum safety factor of 1.10,and the larger the size,the higher the safety margin and safety factor of the landing string,while ordinary drill pipe cannot meet operational requirements.The research results demonstrate that in order to ensure operational safety,the design of deepwater landing string must consider both slip crushing and ultimate tensile load which act on the setting string when handling the conductor sinking.
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Keywords:
- deepwater drilling /
- slip collapsing /
- slip collapse /
- landing string
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