| PC连续刚构桥梁底合理曲线线形研 |
| Research on Reasonable Curve Shape of Girder Bottom of PC Continuous Rigid Frame Bridges |
| 投稿时间：2011-01-11 |
| 中文关键词:PC连续刚构桥 底板曲线次数 底板与腹板开裂 防裂设计 实桥测试 |
| 英文关键词:PC continuous rigid frame bridge the power of bottom curve cracks in the bottom and web anti crack design actual bridge test |
| 基金项目:河北省交通厅科技项目（080909901）；北京市教委面上项目（02090509103） |
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| 中文摘要: |
| 针对PC连续刚构桥梁底长束的张拉导致合龙段箱梁底板和腹板开裂问题，以黑崖沟2号桥为背景工程，探讨了采用不同次数梁底曲线对箱梁局部应力状态的影响。在此基础上，揭示了箱梁易于开裂的危险部位，分析了导致开裂的主要原因，提出PC连续刚构桥梁底曲线次数不低于1.6次的建议。同时，结合实际工程，通过对三种防裂设计方案的理论研究与实桥测试结果的比对发现，采用跨中设置实体隔板的设计方案，可有效地解决合龙段箱梁底板下缘和腹板内侧的开裂问题。 |
| 英文摘要: |
| When tensioning the bottom prestressing tendons of PC continuous rigid frame bridge, it is likely to cause the bottom and web of closure segment to crack. Taking Heiyagou 2# Bridge project as the engineering background, the influence of box girder local stress caused by different power of beam bottom curves are studied in this paper. By analyzing the likely crack parts and revealing the reasons, it is suggested that the power of beam bottom curve of PC continuous rigid frame bridge should not be less than 1.6. Comparison between the results from theoretical analysis and from actual test on the bridge shows that solid diaphragm design can effectively solve the cracking problem at bottom slab and webs inside edges. |
| 龙佩恒,刘靖,张文学.PC连续刚构桥梁底合理曲线线形研[J].石家庄铁道大学学报(自然科学版),2011,(2):28-. |
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