期刊文献+

菲律宾某电厂卸煤码头结构设计要点

Structural design points of coal unloading jetty for power plant in Philippines
下载PDF
导出
摘要 随着我国“一带一路”倡议的实施,通常大型燃煤电厂都需要配备卸煤码头以满足厂区的煤炭运输。针对位于马尼拉湾口处的某卸煤码头结构设计问题,考虑工程区域台风季风浪条件恶劣、地震多发的自然特点,在保证结构安全和可靠性的前提下,结合中国和菲律宾当地规范对钢筋、混凝土和结构设计等方面的规定,确定适合本工程的码头结构形式、桩基形式和地震参数,并总结在台风频繁、地震多发的菲律宾进行码头设计的要点。结果表明,高桩梁板式码头结构对风浪有较好的适应性,二层系缆平台保证了船舶的安全靠泊,全直桩的灌注桩结构满足码头承重能力和结构抗震要求。 With the implementation of“the Belt and Road”initiative in China,large coal power plants usually need to be equipped with coal unloading jetty to satisfy the coal transportation in the plant area.For the structural design of a coal unloading jetty located at the mouth of Manila Bay,we consider the severe typhoon monsoon wave conditions and frequent earthquakes in the project area,combine the provisions of Chinese code and the local Philippine code on the design of steel rebar,concrete and structures into account under the premise of security and reliability of the structure,determine the jetty structure,pile foundation and seismic parameters suitable for the project,and summarize the key points of jetty design in the earthquake prone area like Philippines with frequent typhoons.The results show that the high-pile beam slab jetty structure has good adaptability to wind and waves.The second floor mooring platform ensures the safe berthing of the vessel.All vertical bored pile satisfies the load-bearing capacity and the seismic requirements of the structure.
作者 严凯华 YAN Kai-hua(CCCC Third Harbor Consultants Co.,Ltd.,Shanghai 200032,China)
出处 《水运工程》 北大核心 2020年第5期111-116,共6页 Port & Waterway Engineering
关键词 卸煤码头 结构设计 地震多发 台风频繁 coal unloading jetty structural design earthquake prone frequent typhoon
  • 相关文献

参考文献5

二级参考文献23

  • 1庄晓亭,李思明.中国与美国混凝土规范配筋量对比计算[J].四川建筑科学研究,2006,32(1):72-75. 被引量:11
  • 2[8]Cornell C A. 1968. Engineering seismic risk analysis[J]. Bull Seism Soc Amer, 58(5): 1 583~1 606
  • 3[9]Ellingwood B R. 1994. Probability-based codified design for earthquakes[J]. Engineering Structures, 16(7): 498~506
  • 4[10]Glenn R B. 1998. Background Commentary Development of Maximum Considered Ground Motion Maps NEHPR Recommended Provisions for Seismic Regulations for New Buildings[R]. Massachusetts: Simpson Gumpertz and Heger Inc, 10~11
  • 5张维秀等.中美规范钢筋和砼强度指标换算[J].PKPM新天地,2013,1.
  • 6GB50010-2010,砼结构设计规范[S].北京:中国建筑工业出版社,2010.
  • 7A CI 318M -05Building Code Requirements for Structural Con- crete and Commentary [ S ]. American Concrete Institute, 2005.
  • 8CB50009-2012,建筑结构荷载规范[S].北京:中国建筑工业出版社,2012.
  • 9GB 50111-2006.铁路工程抗震设计规范[S],2006.
  • 10李颖,贡金鑫,吴澎.高桩码头抗震性能的pushover分析[J].水利水运工程学报,2010(4):73-80. 被引量:10

共引文献22

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部