| 超低强度混凝土现浇框架结构的补强加固 |
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| 引用本文： | 吴广泽.超低强度混凝土现浇框架结构的补强加固[J].建筑技术,2007,38(2):97-99. |
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| 作者姓名： | 吴广泽 |
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| 作者单位： | 广东中山火炬城建开发有限公司,528437,广东中山 |
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| 摘 要： | 超低强度混凝土现浇框架结构的承台、地梁、结构地面板、柱、楼层梁等在补强加固施工时,只有采取技术可靠、经济合理的加固设计方案及有效的施工措施,才能确保结构达到安全可靠、正常使用及耐久性要求。
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| 关 键 词： | 强度等级 框架 加固 耐久性 |
| 文章编号： | 1000-4726（2007）02-0097-03 |
| 修稿时间： | 2006-09-12 |
REINFORCEMENT OF A CAST-IN-SITU CONCRETE FRAME STRUCTURE OF SUPPER-LOW STRENGTH |
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| WU Guangze.REINFORCEMENT OF A CAST-IN-SITU CONCRETE FRAME STRUCTURE OF SUPPER-LOW STRENGTH[J].Architecture Technology,2007,38(2):97-99. |
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| Authors: | WU Guangze |
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| Affiliation: | Zhongshan Huoju Urban Construction Development Co., Ltd. 528437, Zhongshan, Guangdong, China |
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| Abstract: | When reinforcing the abutment,ground beam,ground slab,column and floor beam of a cast-in-situ concrete frame structure of supper-low strength,only by employing a technically-reliable,economically-rational reinforcement design plan and effective construction measures,can it be ensured that the reinforced structure reach the requirements of reliable safety,normal operation and long durability. |
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| Keywords: | strength grade frame reinforcement durability |
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