| 承台大体积防水混凝土冬期施工 |
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| 引用本文： | 付金强.承台大体积防水混凝土冬期施工[J].建筑技术,2002,33(10):755-757. |
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| 作者姓名： | 付金强 |
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| 作者单位： | 河南省第二建筑工程公司,454000,焦作 |
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| 摘 要： | 大体积防水混凝土冬期施工，控制混凝土的内外温差和温度变化造成的裂缝，提高混凝土的抗裂、抗渗性能，是施工的关键，施工时采取的措施是否可行，要通过结构计算加以验证，并依据理论计算数据调整施工工艺，从而有效地控制施工质量，且兼顾经济效益。
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| 关 键 词： | 承台 大体积防水混凝土 冬期施工 连续浇筑 热工计算 |
| 文章编号： | 1000-4726(2002)10-0755-03 |
| 修稿时间： | 2002年5月19日 |
WATER PROOF MASS CONCRETING IN PILE CAP CONSTRUCTION IN WINTER |
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| FU Jinqiang.WATER PROOF MASS CONCRETING IN PILE CAP CONSTRUCTION IN WINTER[J].Architecture Technology,2002,33(10):755-757. |
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| Authors: | FU Jinqiang |
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| Affiliation: | FU Jinqiang |
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| Abstract: | In water proof mass concreting in winter controlling cracks caused by temperature difference between the concrete and environment and temperature change, improving crack, seepage resistance of concrete are key problems to be taken seriously. Whether practicable or not, any technical measure adopted should be tested through calculation, and then have the technology adjusted according to theoretical calculation. In this way, the construction quality may be well controlled and thus profit gained. |
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| Keywords: | mass water proof concrete construction in winter continuous concrete pouring thermal calculation |
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