摘要
结合车间概况与地质情况,对原设计换填方案和优化后的换填方案进行了分析计算,并对水管廊的承载力进行了分析验算,最后对设备基础的处理和塔吊门腿的不均匀沉降进行了详细阐述,以供类似塔吊基础设计参考。
Combined with engineering situations and geological conditions analysis calculation is made on original replacement scheme and new scheme after optimization. Checking calcuation is also carried out to analysis the bearing capacity. Foundation treatment measures and method to deal with uneven settlement of crane leg are introduced in detail in order to provide references for similar works.
出处
《山西建筑》
2007年第4期115-117,共3页
Shanxi Architecture
关键词
塔吊基础
下卧层承载力
设备基础
tower crane foundation, bearing capacity of subjacent bed, foundation of equipment
