| 天津港南疆港区神华煤炭码头工程面层设计 |
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| 引用本文： | 郑厅厅,詹明,朱子平.天津港南疆港区神华煤炭码头工程面层设计[J].中国港湾建设,2010(5):26-27. |
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| 作者姓名： | 郑厅厅 詹明 朱子平 |
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| 作者单位： | [1]中交第一航务工程勘察设计院有限公司,天津300222 [2]中交第二航务工程勘察设计院有限公司,湖北武汉430071 |
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| 摘 要： | 结合天津港南疆港区神华煤炭码头工程,分析面层混凝土的受力及裂缝产生的原因,提出控制面层裂缝产生的设计方案。实施结果表明,实际混凝土强度达到C45,未发现有害裂缝,观感质量良好。
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| 关 键 词： | 面层 裂缝 高强混凝土 焊接钢筋网 |
Surface Concrete Design on Shenhua Coal Terminal in Nanjiang Port Area of Tianjin Port |
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| ZHENG Ting-ting,ZHAN Ming,ZHU Zi-ping.Surface Concrete Design on Shenhua Coal Terminal in Nanjiang Port Area of Tianjin Port[J].China Harbour Engineering,2010(5):26-27. |
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| Authors: | ZHENG Ting-ting ZHAN Ming ZHU Zi-ping |
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| Institution: | 1.CCCC First Harbor Consultants Co.,Ltd,Tianjin 300222,China;2.CCCC Second Harbor Consultants Co.,Ltd,Wuhan 430071,China) |
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| Abstract: | By combining with the Shenhua coal terminal in Nanjiang Port area of Tianjin Port,the forces of surface concrete and the causes of fissures are analyzed so as to bring forward some necessary design measures to prevent surface concrete from fissures.The results show that when the actual concrete strength reaches C45.It has not any harmful fissures,and the quality of appearance is well. |
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| Keywords: | surface concrete fissure high-strength concrete welded reinforcement grid |
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