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浅析黄骅港三期工程筒仓仓顶房设计的难点及对策

Countermeasures against Design Difficulties of Buildings on Top of Silo in Huanghua Port Phase-3 Project
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摘要 采用与建筑同高度的两榀大桁架为主受力结构,在其顶部、底部分别设置与之刚接的钢梁作为房屋的横向结构框架。本结构形式有效的解决了在大跨度的建筑物上运行大重量的工艺设备时结构挠度难以控制的问题,可供类似工程的设计参考。 Two large trusses as high as the buildings were used to be primary bearing structures. The top and bottom of trusses were rigidly connected with steel beams, which formed the transverse structure frames of the building. This structure could effectively solve the flexibility control difficulty while heavy process equipment was travelling on the large-span building, which could provide reference for similar projects.
出处 《港工技术》 2015年第1期37-38,共2页 Port Engineering Technology
关键词 主桁架 重荷载 挠度控制 仓顶房 primary truss heavy load flexibility control building on top of silo
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参考文献4

  • 1.GB50017-2003钢结构设计规范[S].北京:中国计划出版社,2003..
  • 2汪一骏.钢结构设计手册[M].北京:中国建筑工业出版社’1995.
  • 3GB50011-2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.
  • 4CECS102:2002门式刚架轻型房屋钢结构技术规程[S].北京:中国计划出版社,2003.

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