摘要
越南成胜水泥厂项目场地属于山前冲洪积地貌单元,由于软弱地基无法满足塔吊基础最低承载力要求,项目部本着节约和方便施工的原则并结合现场实际情况,确定在原料粉磨和废气处理H3/36B塔吊基础下增加PHC管桩,介绍了塔吊基础地基处理方案,该方案满足塔吊正常运行所需的基础载力。
The site of Vietnam Thanh Thang cement plant project belongs to the piedmont alluvial landforms, due to weak foundation can not meet the minimum requirements of bearing capacity of the tower crane foundation. Combined with actual situation and with saving and convenient construaction principle, project department decides to add PHC pipe pile under H3/36 B tower crane foundation of raw material grinding and exhaust gas treatment. The tower crane foundation treatment scheme is introduced, and it satisfies the basic requirements for the normal operation of the crane load.
作者
周杨
何世明
朱学伟
Zhou Yang;He Shiming;Zhu Xuewei(Sinoma Suzhou(Construction)Co.,Ltd.,Kunshan,215300,China)
出处
《水泥工程》
CAS
2018年第1期85-87,共3页
Cement Engineering
关键词
塔吊
预制桩
基础
承载力
地貌
软弱地基
管桩
tower crane
prefabricated pile
foundation
bearing capacity
landforms
weak foundation
pipe pile