| 高强锚杆在某地下室上浮事故中的应用 |
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| 引用本文： | 翁雁麟.高强锚杆在某地下室上浮事故中的应用[J].工程建设与设计,2014(5):67-71. |
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| 作者姓名： | 翁雁麟 |
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| 作者单位： | 浙江绿城东方建筑设计有限公司上海分公司,上海200040 |
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| 摘 要： | 某工程地下室底板局部上浮,最大上浮值191mm,地下室柱子顶部和底部出现较明显裂缝,结构局部已经破坏。针对该工程具体情况,详细论述如何利用高强度精轧螺纹钢筋对地下室进行抗浮加固处理。比较分析了两种不同锚杆布置方式的优劣,并确定最佳布置方式。
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| 关 键 词： | 抗浮设计 锚杆 精轧螺纹钢筋 加固 |
Application of High Strength Bolt in A Basement Floating Accident |
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| Affiliation: | WENG Yan- lin (Zhej iang Crreentown Oriental Architectural Design Co.Ltd., Shanghai Branch,Shanghai 200040,China) |
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| Abstract: | Abstract]The substrate of a basement rose up, the maximum deflection was 191ram, the top and bottom of the column which was in the basement appeared many obvious cracks, the structure was destroyed locally. According to the specific conditions of the project, the article discussed in detail how to use the high strength precision rolling deformed steel which was used in the floating reinforcement of the basement. The advantages and disadvantages about two different methods of anchor were discussed, the best arrangement was presented. |
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| Keywords: | anti-floating design anchor precision rolling deformed steel reinforcement |
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