论文部分内容阅读
1995年4月,我厂1栋长90米、宽15米的4层框架结构综合楼在低洼地上破土动工,设计地面与原自然地面高差达1.2米,我厂负责土方回填。对这一工程基础连系梁的施工,甲乙双方协商采取下面的方法。
In April 1995, a four-story frame structure complex with a length of 90 meters and a width of 15 meters in our factory broke ground on the low-lying ground. The height difference between the designed ground and the original natural ground reached 1.2 meters. Our factory is responsible for the earthwork backfilling. For the construction of the foundation link beam of this project, Party A and Party B negotiate the following method.