| 郑州某大学教学楼超长地下室结构施工 |
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| 引用本文： | 方绍才,黄新山. 郑州某大学教学楼超长地下室结构施工[J]. 山西建筑, 2004, 30(20): 84-85 |
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| 作者姓名： | 方绍才 黄新山 |
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| 作者单位： | 1. 郑州大学基建处,河南,郑州,450000
2. 甘肃大学,河南,郑州,450000 |
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| 摘 要： | 以郑州某大学教学楼超长地下室结构工程为例，从掺加微膨胀剂、减少后浇带的数量、施工缝的设置等方面作了介绍．提出了浇筑混凝土的质量控制措施，达到了防裂抗渗的预期目标。
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| 关 键 词： | 后浇带 微膨胀剂 浇筑混凝土 |
| 文章编号： | 1009-6825(2004)20-0084-02 |
| 修稿时间： | 2004-06-25 |
Construction of super-long basement structure of teaching building in Zhengzhou University |
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| FANG Shao cai HUANG Xin shan. Construction of super-long basement structure of teaching building in Zhengzhou University[J]. Shanxi Architecture, 2004, 30(20): 84-85 |
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| Authors: | FANG Shao cai HUANG Xin shan |
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| Abstract: | Taking super long basement structure engineering of teaching building in Zhengzhou University as example, quality control measures of cast in place concrete are proposed from mixing mini bulking agent, reducing amount of doweled construction joint, setting of construction crack and other aspects, which achieved desired aim that prevent crack and seepage. |
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| Keywords: | doweled construction joint mini bulking agent cast in place concrete |
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