摘要
通过同时采用API620-2002和API650-2007,对设计压力为-2.1～21kPa的自支撑式拱顶储罐的设计计算分析,对该储罐的罐壁、罐顶、抗压圈及锚固的设计进行重点介绍,为低压储罐及类似设计压力的储罐设计计算做一个指引。
Design calculation analysis of self-brace type arch roof tank, whose design pressure is in a range frorrr2. 1 kPa to 21 kPa, has been researched by using both API620--2002 and API650--2007 in this article. Furthermore, the design of sidewall, roof, compression-ring and anchorage of the storage tank has been introduced intensively. It is a guidance for design calculation of low-pressure storage tank and storage tank with similar design pressure.
出处
《四川化工》
CAS
2011年第1期38-41,共4页
Sichuan Chemical Industry
关键词
低压储罐
设计压力
计算
校核
low-pressure storage tank
design pressure~
calculatingl
checking
