| 浅析预应力混凝土连续箱梁裂缝产生的原因 |
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| 引用本文： | 刘诗净,邢红梅.浅析预应力混凝土连续箱梁裂缝产生的原因[J].中国港湾建设,2006(1):52-55. |
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| 作者姓名： | 刘诗净 邢红梅 |
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| 作者单位： | 第二航务工程局三公司,江苏,镇江,212003 |
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| 摘 要： | 文章就江苏省杨溧高速公路某标段现浇高标号预应力砼连续箱梁裂缝产生的原因、施工应该注意的事项进行了较为详细的阐述,以供同类型桥梁施工参考。
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| 关 键 词： | 现浇砼连续箱梁 裂缝 原因 |
| 文章编号： | 1003-3688（2006）01-0052-04 |
| 收稿时间： | 2005-06-21 |
| 修稿时间： | 2005年6月21日 |
Brief Analysis of Causes of Cracking in Prestressed Concrete Continuous Box Girders |
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| LIU Shi-jing,XING Hong-mei.Brief Analysis of Causes of Cracking in Prestressed Concrete Continuous Box Girders[J].China Harbour Engineering,2006(1):52-55. |
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| Authors: | LIU Shi-jing XING Hong-mei |
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| Institution: | No. 3 Eng. Co. of Wuhan Port Construction Corp. , Zhenjiang 212003, China |
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| Abstract: | The paper expounds on the causes of cracking in the cast-in-situ high grade prestressed concretecontinuous box girders for a section of Yang-Li Express Highway in Jiangsu Province and precautions to be takenduring the construction of the girders,which may be used as reference for construction of similar type of bridges. |
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| Keywords: | cast-in-situ concrete continuous girder cracking cause |
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