期刊文献+

浙江某工业厂房基础防酸腐蚀的理论分析与加固处理 被引量:2

Theory Study and Reinforcement Construction of a Workshop Foundation Acid Erosion in Zhejiang
下载PDF
导出
摘要 以浙江杭州某工厂改造用房地基防腐蚀处理工程为背景,在理论计算分析的基础上对该工程的浅基础、桩基础以及地基的防腐蚀处理进行了论述,水质分析结果表明,地下水由原来的中等腐蚀变为弱腐蚀,达到了预期的加固效果。 Through the reinforcement construction of a workshop foundation acid erosion in Zhejiang, the erosion treatments of the shallow foundation, pills and ground are discussed based on the theory analysis. The water analysis result shows that the ground water become weak erosion from the original middle erosion, and the treatment achieves the desired effect.
出处 《工程抗震与加固改造》 2007年第3期86-89,共4页 Earthquake Resistant Engineering and Retrofitting
关键词 工业厂房基础 腐蚀 理论分析 处理 workshop foundation erosion theory analysis treatment
  • 相关文献

参考文献6

  • 1GB5002-2001,岩土勘察规范[s].北京:中国建筑工业出版社.
  • 2牛荻涛.海洋环境下混凝土强度的经时变化模型[J].西安建筑科技大学学报(自然科学版),1995,27(1):49-52. 被引量:42
  • 3Vu K A T, Stevart M G. Sructural reliability of concrete bridge including improved chloride-induced corrosion models [ J ]. Structural Safety, 2000,22 : 313 - 333.
  • 4吴瑾,吴胜兴.锈蚀钢筋混凝土结构可靠度评估[J].工程力学,2005,22(1):118-122. 被引量:17
  • 5Weyers R E. Service life model for concrete structures in chloride laden environment [ J ] . ACI Journal, 1998,95 (4) :445 - 453.
  • 6GB 50046-95,工业建筑防腐蚀设计规范[s].北京:中国建筑工业出版社.

二级参考文献12

  • 1张平生,卢梅,李晓燕.锈损钢筋的力学性能[J].工业建筑,1995,25(9):41-44. 被引量:112
  • 2GB50292-1999.民用建筑可靠性鉴定标准[S].[S].,1999..
  • 3GB50068-2001.建筑结构可靠度设计统一标准[S].[S].,2001..
  • 4邸小坛 周燕.混凝土碳化规律研究[R].北京: 中国建筑科学研究院,1994..
  • 5邸小坛 周燕.大气条件下钢筋锈蚀规律的研究[A]..第四届全国混凝土耐久性学术交流会[C].北京: 全国混凝土耐久性学会,1996.248-255.
  • 6IS02394:1998, General principles on reliability for structures[S]. 1998.
  • 7Frangopol D M, Lin K Y, Estes A C. Reliability of reinforced concrete girders under corrosion attack [J]. Journal of Structural Engineering, 1997, 123(3): 286-297.
  • 8Val D V, Stewart M G, Melchers R E. Effect of reinforcement corrosion on reliability of highway bridges [J]. Engineering Structures, 1998, 20(11): 1010-1019.
  • 9Vu K A T, Stewart M G. Structural reliability of concrete bridges including improved chloride-induced corrosion models [J]. Structural Safety, 2000, 22: 313-333.
  • 10Roberts M B, Atkins C, Hogg V, Middleton C. A proposed empirical corrosion model for reinforced concrete [J]. Proceedings of Institute Civil Engineers Structures & Buildings, 2000, 140(2): 1-11.

共引文献55

同被引文献36

引证文献2

二级引证文献9

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