为解决泥水盾构在全断面卵石地层掘进时环流系统的堵塞滞排问题,结合洛阳地铁2号线博物馆站—九都西路站盾构区间泥水盾构全断面卵石地层中施工穿越洛河工程,提出一种并联式采石箱设计方案。先后进行普通并联式采石箱、串联采石箱、新型格栅滚筒式采石箱及直通管道自落式旁通采石方案等应用研究,并开展工业性试验,逐步总结方案并优化完善。结果表明: 1)直通管道自落式旁通采石方案,可以较好地解决泥水盾构在卵石含量高、卵石粒径大的地层中掘进时的管路滞排问题,大大提高掘进效率; 2)新型格栅滚筒式采石箱若能解决滚筒卡顿的问题,也能较好地处理类似工况; 3)对于新制造盾构,建议采用优化的新型格栅滚筒式采石箱方案,理论上该方案应更加高效。
The blockage and drainage problem often occur to
slurry shield circulation system when tunneling in fullsection
pebble formation. As a result, a design solution of parallel quarrying box is
studied and proposed for slurry shield crossing Luohe River in fullsection pebble formation of Bowuguan StationJiuduxilu Station on Luoyang Metro Line 2. The application research
of common parallel quarrying box, series quarrying box, new type of grille
roller quarrying box and straight pipeline selffalling
bypass quarrying are carried out successively, and industrial tests are also
carried out to improve the quarrying mode. The results show that: (1) The
straight pipeline selffalling bypass quarrying scheme
can solve the pipeline blockage and drainage problem when the slurry shield
tunneling in the stratum with high pebble content and large pebble diameter,
thus greatly improve the tunneling efficiency. (2) The new type of grille
roller quarrying box can solve the problem of drum lag. (3) For the newly
manufactured shield, it is suggested to adopt the optimized new grille roller
quarrying box scheme, which would be more efficient theoretically.