为降低北京地区盾构区间泵房施工的风险，采用总结与分析的方法，总结近年盾构区间泵房设计与施工方面的经验和教训，提出3条建议： 1）在满足要求的情况下，适当减小泵房埋深以降低施工难度；2）在目前的施工条件下，富水地层单纯依靠洞内深孔注浆止水开挖泵房，涌水、涌砂风险较高，宜尽量采取冻结法或地面降水方案；3）深孔注浆方案作为最终的优化措施。

In the paper, the experience and lessons drawn in the design and construction of the pumping stations of the shieldbored running tunnels in Beijing are summarized and the following suggestions are made: 1) If possible, the cover depth of the pumping stations should be appropriately reduced so as to minimize the difficulty in the construction of the pump stations; 2) In waterrich ground where only deephole grouting is made, there is great water/sand inflow risk in the construction of the pumping stations, therefore artificial freezing or ground surface dewatering should be made as far as possible; 3) Deephole grouting may be used as the final optimized countermeasure. 