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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
引用本文:赵运臣,王光辉,王超峰.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[J].隧道建设,2008,28(4):408-411.
作者姓名:赵运臣  王光辉  王超峰
作者单位:中铁隧道集团
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。

关 键 词:公路隧道武汉长江泥水循环系统进排浆泵临界流速掘进速度泵的特性曲线
收稿时间:2008-04-30
修稿时间:2008-07-15

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.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[J].Tunnel Construction,2008,28(4):408-411.
Authors:ZHAO Yunchen  WANG Guanghui  WANG Chaofeng
Institution:China Railway Tunnel Group
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 conditio...
Keywords:highway tunnel  wuhan yangtze river  slurry circulation system  feeding/discharging pump  critical flow rate  boring advance rate  performance curve of pump  
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