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Aged Hard Rock TBM Proves Its Value for Second Avenue Subway Project in New York City

机译:老硬岩TBM证明了其在纽约市第二大道地铁项目中的价值

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This paper presents an overview and performance evaluation for a reconditioned decades aged open type hard rock TBM utilized for the twin running tunnel excavations of the Second Avenue Subway Project in Manhattan, New York. The TBM tunnel lengths are approximately 2,370 m (7,800 ft, east TBM Tunnel) and 2,190 m (7,200 ft, west TBM Tunnel) with a 6.7 m (22 ft) bored diameter. This "senior" TBM mined through metamorphic rocks consisting of schist, granofels, and pegmatite, and encountered various adverse geological structures, including some relatively heavy groundwater inflows. The ground support was generally pattern friction rock bolts, and steel sets were used in poor ground. This paper presents TBM characteristics and the subsequent performance, such as machine utilization, downtime, cutter consumption rate, net penetration rate, and daily advance rate. Machine operating parameters including thrust, torque, gripping force, and cutterhead RPM, are compared with various accompanying ground conditions. The performance changes between the adjacent tunnel sections are also presented.
机译:本文介绍了纽约曼哈顿第二大道地铁项目的双连续隧道开挖中使用的经过翻新的数十年老化的敞开式硬岩TBM的概述和性能评估。 TBM隧道的长度大约为2370 m(东TBM隧道为7800英尺)和2190 m(西TBM隧道为7200 ft),钻孔直径为6.7 m(22 ft)。这种“高级” TBM穿过由片岩,花岗岩和伟晶岩组成的变质岩开采,并遇到了各种不利的地质构造,包括一些相对大量的地下水流入。地面支撑通常是花纹摩擦岩石螺栓,钢套则用于较差的地面。本文介绍了TBM的特性和随后的性能,例如机器利用率,停机时间,刀具消耗率,净穿透率和每日推进率。将机器的运行参数(包括推力,扭矩,抓地力和刀盘转速)与各种伴随的地面条件进行了比较。还介绍了相邻隧道部分之间的性能变化。

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