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厦门国际邮轮城抗浮锚杆设计与试验

Design and test of anti-floating anchors in Xiamen international cruiseship city
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摘要 厦门国际邮轮城两层地下室,临海水位较高,浮力远大于自重,设计采用锚杆抗浮。因地质情况复杂,锚杆数量较多,为确保锚杆承载力能够满足设计要求,本工程选取较有代表性的,均匀分布在地下室范围内的十二个勘探孔位,提前进行锚杆试验,用于验证设计成果及指导后期锚杆施工。 Xiamen international cruiseship city has two floors of basement,so its buoyant force is more than its weigh for its higher water level.Thus anti-floating anchors are used in structural design.Because of complex geological picture and so many anchor bars,the tests of anchors are carried in advance for ensuring the bearing capacity of anchor meeting the requirements of design in twelve representative investigational holes.The results of tests can be verified the results of design and directed construction of anchors.
作者 徐洪勇
出处 《福建建筑》 2011年第10期73-75,共3页 Fujian Architecture & Construction
关键词 抗浮锚杆 岩石锚杆 土层锚杆 基本试验 裂缝计算 Anti-floating anchor Anchored bar in rock Anchored bar in soil Basic test Crack computing
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参考文献3

  • 1CECS22:2005.岩土锚杆(索)技术规程[S].[S].,..
  • 2GB50086-2001.锚杆喷射混凝土支护技术规范[S].[S].,2001..
  • 3GB50330-2002.建筑边坡工程技术规范[S].[S].,..

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