摘要
分析了温州地区桥头跳车的主要原因 :桥台后路基沉降及桥台后地基沉降 .介绍了几种预防和修复的技术措施 ,即从路基处理入手可以考虑减轻填料重量、优化设计、加强施工工序的管理和改进机械设备 ;从解决地基沉降量着手可以考虑选用轻质填料 ,采用真空堆载预压法 ,采用水泥搅拌技术 ,采用喷浆技术 ,加强施工质量管理 .
It is explained why the vehicle pitch at bridge approach in Wenzhou.The reason is mainly in two sides:the roadbed and the foundation subsidence behind the abutment.Several precautionary and repairment technique measures are put forward.In the side of roadbed treatment,reducing filling weight,changing design,tighten up the management of construction order and updating equipment are introduced.In the side of reducing the volume of foundation,using light weight filling,vacuum heaped load prepress,cement injection pile,the technique of spraying cement mortar,tighten up the quality management are considered.The engineering examples of Wenzhou are also proposed.
出处
《西北建筑工程学院学报(自然科学版)》
2002年第4期6-9,共4页
Journal of Northwestern Institute of Architectural Engineering
关键词
桥头跳车
地基沉降
质量管理
工程施工
路基
pitch at bridge approach
foundation subsidence
construction quality management
technology measure