摘要
比较《石油化工控制室抗爆设计规范(SH/T 3160—2009)》与《Design of Blast-Resistant Buildings in Petrochemical Facilities》对于荷载、地基基础设计的异同点。结合工程已有实例阐述了桩基方案垂直桩、斜桩的优缺点。为今后工程抗爆设计提供了一定参考。
In this article, the different and similar points involved with loads and foundation design in standards of ＂Blast- resistant Design Code for Control Room in Petrochemical Industry＂ （SH/T3160-2009） and ＂Design of Blast-Resistant Buildings in Petrochemical Facilities＂ were compared. Combined with practical engineering examples, the cons and pros of vertical pile and inclined pile were stated, which may referenced in blast-resistant design in engineering later.
作者
吴娟英
Wu Juanying(SINOPEC Shanghai Engineering Co., Ltd, Shanghai 200120)
出处
《化工与医药工程》
2018年第2期13-17,共5页
Chemical and Pharmaceutical Engineering
关键词
桩基础
抗爆
控制室
pile foundation
blast-resistant
control room
