富水硬岩地层泥水平衡盾构掘进参数的优化分析
U455.43; 泥水平衡盾构穿越富水硬岩地层时,合理的掘进参数是盾构安全高效掘进的基础.依托青岛地铁8号线某区间泥水平衡盾构段项目,分析了盾构穿越富水硬岩地层的总推力及贯入度等参数.对刀具与岩体作用荷载值和刀具荷载设计值进行了计算,提出了盾构掘进参数的优化方案,并分析了优化后的掘进效率.结果表明:总推力可以控制刀盘贯入度,宜优先通过控制总推力增加盾构掘进速度;刀具与岩体作用荷载为4 277.87 kN,远小于9 528.22 kN的设计荷载值,故可适当增加刀具与岩体作用荷载至设计荷载值的75%;盾构总推力提升至18 000 kN后,刀盘贯入度增加,每环开挖耗时较优化前减少了 38.7%,施工...
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Published in | 城市轨道交通研究 Vol. 25; no. 10; pp. 159 - 164 |
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Main Authors | , , , |
Format | Journal Article |
Language | Chinese |
Published |
青岛理工大学土木工程学院,266033,青岛%中国矿业大学(北京)力学与建筑工程学院,100083,北京
2022
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Subjects | |
Online Access | Get full text |
ISSN | 1007-869X |
DOI | 10.16037/j.1007-869x.2022.10.030 |
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Abstract | U455.43; 泥水平衡盾构穿越富水硬岩地层时,合理的掘进参数是盾构安全高效掘进的基础.依托青岛地铁8号线某区间泥水平衡盾构段项目,分析了盾构穿越富水硬岩地层的总推力及贯入度等参数.对刀具与岩体作用荷载值和刀具荷载设计值进行了计算,提出了盾构掘进参数的优化方案,并分析了优化后的掘进效率.结果表明:总推力可以控制刀盘贯入度,宜优先通过控制总推力增加盾构掘进速度;刀具与岩体作用荷载为4 277.87 kN,远小于9 528.22 kN的设计荷载值,故可适当增加刀具与岩体作用荷载至设计荷载值的75%;盾构总推力提升至18 000 kN后,刀盘贯入度增加,每环开挖耗时较优化前减少了 38.7%,施工效率增加了 一倍. |
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AbstractList | U455.43; 泥水平衡盾构穿越富水硬岩地层时,合理的掘进参数是盾构安全高效掘进的基础.依托青岛地铁8号线某区间泥水平衡盾构段项目,分析了盾构穿越富水硬岩地层的总推力及贯入度等参数.对刀具与岩体作用荷载值和刀具荷载设计值进行了计算,提出了盾构掘进参数的优化方案,并分析了优化后的掘进效率.结果表明:总推力可以控制刀盘贯入度,宜优先通过控制总推力增加盾构掘进速度;刀具与岩体作用荷载为4 277.87 kN,远小于9 528.22 kN的设计荷载值,故可适当增加刀具与岩体作用荷载至设计荷载值的75%;盾构总推力提升至18 000 kN后,刀盘贯入度增加,每环开挖耗时较优化前减少了 38.7%,施工效率增加了 一倍. |
Author | 江玉生 曹云飞 卢泽霖 王旭春 |
AuthorAffiliation | 青岛理工大学土木工程学院,266033,青岛%中国矿业大学(北京)力学与建筑工程学院,100083,北京 |
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Author_FL | WANG Xuchun LU Zelin CAO Yunfei JIANG Yusheng |
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Title | 富水硬岩地层泥水平衡盾构掘进参数的优化分析 |
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