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隧道建设(中英文) ›› 2008, Vol. 28 ›› Issue (4): 408-411.DOI: A

• 研究与探索 • 上一篇    下一篇

武汉长江公路隧道泥水盾构进排浆泵配置及进浆密度对最大掘进速度的影响分析

赵运臣,王光辉,王超峰   

  1. 中铁隧道集团
  • 收稿日期:2008-04-30 修回日期:2008-07-15 出版日期:2008-08-20 发布日期:2009-11-23
  • 作者简介:赵运臣(1973—)|河南民权人|男|1996年毕业于兰州铁道学院交通土建专业|本科|高级工程师|长期从事隧道与地下工程施工与科研工作。

Analysis on Influence of Slurry Feeding/Discharging Pumps and Feeding
Slurry Densities on Maximum Boring Advance Rates: Case Study on
Slurry Shields of Wuhan Yangtze River Crossing Highway Tunnel

ZHAO Yunchen, WANG Guanghui, WANG Chaofeng   

  1. China Railway Tunnel Group
  • Received:2008-04-30 Revised:2008-07-15 Online:2008-08-20 Published:2009-11-23

摘要:

对于泥水盾构泥水循环系统设计的关键是进排浆泵配置。泵的流量与扬程应大于临界流速时所需要的最小流量与扬程,同时小于最大掘进速度时需要的流量与扬程。根据武汉长江隧道工程条件,结合经验公式分别计算临界流速与最大掘进速度时的流量与扬程,在此基础上确定进、排浆泵的配置。并根据实际施工情况,分析进浆密度变化时,泥水循环系统所能满足的最大掘进速度。

Abstract:

The key of the design of the slurry circulation systems of slurry shields is the selection of the slurry feeding/discharging pumps. The flow rates and lifts of the pumps shall be larger than the minimum flow rates and lifts under the critical flow rates and shall be smaller than the flow rates and lifts under the maximum boring advance rates. In the paper, the flow rates and lifts under critical flow rates and maximum boring advance rates are calculated as per empirical formulas on basis of the actual conditions of Wuhan Yangtze River Crossing Tunnel Project. In this way, proper slurry feeding/discharging pumps are selected. Furthermore, the maximum boring advance rates under different feeding slurry densities that the slurry circulation systems can guarantee are analyzed on basis of the actual construction conditions.

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