海洋浮式平台钻机井架动态响应的试验研究

doi:10.11885/j.issn.16745086.2015.04.28.01

西南石油大学学报(自然科学版) ›› 2017, Vol. 39 ›› Issue (4): 159-167.DOI: 10.11885/j.issn.16745086.2015.04.28.01

海洋浮式平台钻机井架动态响应的试验研究

赵广慧¹, 梁政¹, 李毅平², 蒋发光¹, 叶哲伟¹

1. 西南石油大学机电工程学院, 四川成都 610500;
2. 中国石油宝鸡石油机械有限责任公司, 陕西宝鸡 721002

收稿日期:2015-04-28 修回日期:2016-11-24 出版日期:2017-08-01 发布日期:2017-08-01
通讯作者: 赵广慧,E-mail:wy_zgh@126.com
作者简介:赵广慧,1971年生,女,汉族,河北石家庄人,教授,博士(后),主要从事与石油天然气装备相关的力学问题研究。E-mail:wy_zgh@126.com;梁政,1960年生,男,汉族,四川广安人,教授,博士生导师,主要从事石油天然气装备设计与制造方面的研究。E-mail:liangz_2242@126.com;李毅平,1973年生,男,汉族,四川巴中人,工程师,主要从事钻井装备的国际市场销售。E-mail:lyp@bomco.cn;蒋发光,1975年生,男,汉族,四川大英人,讲师,博士,主要从事石油天然气装备设计与仿真的教学与研究工作。E-mail:jiangfg@126.com;叶哲伟,1981年生,男,汉族,湖北孝感人,讲师,主要从事油气地面装备及井下工具方面的研究工作。E-mail:yzw0135@126.com
基金资助:
国家高技术研究发展计划（863计划）（2012AA09A20301）

Experimental Research on Dynamic Responses of Derrick of Offshore Floating Drilling Platform

ZHAO Guanghui¹, LIANG Zheng¹, LI Yiping², JIANG Faguang¹, YE Zhewei¹

1. School of Mechanical Engineering, Southwest Petroleum University, Chengdu, Sichuan 610500, China;
2. CNPC Baoji Oilfield Machinery Co. LTD, Baoji, Shaanxi 721002, China

Received:2015-04-28 Revised:2016-11-24 Online:2017-08-01 Published:2017-08-01

摘要/Abstract

摘要： 深水浮式平台钻机井架在海洋环境载荷和平台运动条件下会受到较大的动态载荷。为评价浮式平台运动对井架动力响应的影响，以某海洋浮式平台及其配套的塔型井架为依据，按照相似原理设计了井架模型及其平台的6自由度运动条件，利用大型地震模拟试验台阵系统实施了动态井架试验。对振动台沿6个自由度方向单独激励以及模拟作业工况、生存工况和设计生存工况的6自由度耦合激励条件下井架各测点的加速度和动态应变进行测试。发现井架对于纵摇和垂荡激励最敏感，而对艏摇激励不敏感；钩载的变化对井架动态响应的影响不大；基于平台在风浪流沿不同方向入射的运动响应，发现在迎风迎浪迎流条件下井架的动态响应幅值最大，受力状况最恶劣。

关键词: 深水浮式平台, 钻机井架, 试验研究, 单自由度激励, 6自由度耦合激励

Abstract: The drilling rig derrick of floating platform is often subjected to big dynamic loadings from marine environmental pressure and platform movement. In order to evaluate the influence of platform movement on dynamic responses of derrick, a derrick model and six-degree-of-freedom (6-DOF) moving boundaries, which were based on one offshore floating platform and the matching tower-shaped derrick, were designed according to similarity principle and test of the dynamic derrick was carried out by means of large-scale seism simulation test-tables. Acceleration and dynamic strain were measured under vibrational excitations with each single DOF and coupling 6-DOF, which modeled platform movement under operating condition, survival condition and design survival condition. It's found that the derrick is the most impressible to pitch and heave driving, and relatively insensitive to yaw driving. Hook load has little effect on derrick's dynamic responses. Based on the movement of the platform under the combined loads of the wave, current and wind that are from different directions, we find that the dynamic response of the derrick is the strongest with the incidence angle of 180 degree. Experimental results would provide reference for design of the matching derrick for drilling rig of deep-water floating platform.

Key words: deep-water floating platform, drilling rig derrick, experimental research, single DOF driving, coupling 6-DOF driving

中图分类号:

TE52

赵广慧, 梁政, 李毅平, 蒋发光, 叶哲伟. 海洋浮式平台钻机井架动态响应的试验研究[J]. 西南石油大学学报(自然科学版), 2017, 39(4): 159-167.

ZHAO Guanghui, LIANG Zheng, LI Yiping, JIANG Faguang, YE Zhewei. Experimental Research on Dynamic Responses of Derrick of Offshore Floating Drilling Platform[J]. 西南石油大学学报(自然科学版), 2017, 39(4): 159-167.

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海洋浮式平台钻机井架动态响应的试验研究

Experimental Research on Dynamic Responses of Derrick of Offshore Floating Drilling Platform

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