| 承台大体积混凝土温度监控技术 |
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| 引用本文： | 郑志民. 承台大体积混凝土温度监控技术[J]. 山西建筑, 2008, 34(16): 137-138 |
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| 作者姓名： | 郑志民 |
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| 作者单位： | 中铁十四局四公司,山东,济南,250002 |
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| 摘 要： | 以海南博德大桥为例,介绍了桥梁承台大体积混凝土浇筑施工时的温度监控技术,对其热工计算、材料温度计算、测点布置、监控措施进行了探讨,并对测量数据进行了分析处理,有效控制了承台大体积混凝土的温度,保证了结构安全。
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| 关 键 词： | 混凝土 温度 监控技术 刚架结构 箱梁 |
| 文章编号： | 1009-6825(2008)16-0137-02 |
| 修稿时间： | 2008-02-15 |
The temperature supervising technique of cushion cap mass concrete |
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| ZHENG Zhi-min. The temperature supervising technique of cushion cap mass concrete[J]. Shanxi Architecture, 2008, 34(16): 137-138 |
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| Authors: | ZHENG Zhi-min |
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| Affiliation: | ZHENG Zhi-min |
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| Abstract: | Setting the Bode Bridge Hainan province as example, it introduces the temperature supervising technique of bridge cushion cap mass concrete in cast-in-place construction,discusses the hot calculation,material temperature calculation,the detecting points setting,the supervising steps,and gets the analysis and management to the measuring data,and this controls the temperature of cushion cap mass concrete effectively and assures the safety of the structure. |
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| Keywords: | concrete temperature supervising technique rigid structure box beam |
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