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DnV96版《海底管道系统规范》对冲击防护的新规定 被引量:7

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摘要 在海底管道设计中要考虑到在整个海底管道运行期间(通常是20~30年)管道有可能受到由水面船只上掉下的物体或船只拖网鱼具的冲击。在海底管道设计和建造中通常都按挪威船级社的《海底管道系统规范》(以下简称DnV规范)的规定进行设计建造。由于DnV81版规范中对受到冲击后的管道变形没有明确的规定,因此在管道设计中通常是不考虑钢管受冲击后变形的,而DnV96版规范中对受到冲击后的管道变形做了明确的规定,在某些情况下钢管受冲击后变形可达到钢管直径的3.5%,按DnV96规范设计的管道可减少混凝土涂敷的厚度,从而达到降低成本的目的。 In the designation of marine pipe, it is possible that the pipe may be impacted by the objects fallen from the vessels or by the trawlnet during the service life (usually 20~30 years). Usually the design and construction of marine pipe is built in accordance with the Marine Pipe System stan-dard by Norway Ship’s Classification Soclety. Because the pipe deformation is not clearly pressented after in the DnV81 Version, the factor of the pipe deformation is not considered. But in the DnV96, the pipe deformation after shock is clearly prescribed. In certain case, the pipe deformation may reach 3% of the pipe diameter after the shock. According to the DnV96, the concrete coating thickness may reduced so as to lower the construction cost.
作者 粟京
出处 《石油工业技术监督》 1999年第2期15-17,共3页 Technology Supervision in Petroleum Industry
关键词 海底管道 混凝土涂敷 冲击防护 油气输送 规范 Marine Pipe, Concrete Coating, Trawlnet Shock, Anchor Shock
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同被引文献36

  • 1刘学涛,张磊,郭振邦,徐慧.锚泊作业对海底管道撞击概率的研究[J].石油工程建设,2005,31(6):30-33. 被引量:7
  • 2王茜,赵建平.海底管道第三方破坏失效分析及对策[J].石油化工设备,2007,36(3):18-21. 被引量:13
  • 3YASSERI S F,PRAGER J.Protection of pipelines in shipping lanes:proceedings of the 24th International Conference on Offshore Mechanics and Arctic Engineering (OMAE 2005)[C].OMAE 2005-67018,2005.
  • 4DET NORSKE VERITAS.DNV-RP-F111 Interference between trawl gear and pipelines[S].Oslo:DNV,2001.
  • 5DET NORSKE VERITAS.DNV-OS-F101 Submarine pipeline systems[S].Oslo:DNV,2001.
  • 6DNV RP E305. On-Bottom Stability Design of Submarine Pipelines[S].2000.
  • 7郭振邦,张群站,徐慧.海底管道关于锚泊作业的定量风险评估[J].天津理工大学学报,2007,23(5):85-88. 被引量:12
  • 8DNV, 1996. Rules for Submarine pipeline Systems. DNV 1996.
  • 9DNV, 2001. Risk Assessment of Pipelines Protection. DNV-RP-F107.
  • 10Ellinas C P, Walker A C, 1983. Damage on offshore tubular bracingmembers. BASE Colloquium.Copenhagen.

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