Page 455 - Moving the Earth_ The Workbook of Excavation
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BLASTING AND TUNNELING

                                                                                BLASTING AND TUNNELING  9.55

                                  Soil Excavation.  Digging is started with a clamshell, which can dig soft soil unaided, and remove
                                  hard soil and rock after they have been loosened. One or two signalmen direct the operator’s
                                  movements, as he or she cannot see the bottom, and any wrong move with the heavy bucket might
                                  be disastrous to the workers. The clamshell is ordinarily not used below a 25-foot depth.
                                    The next stage may be to replace the digging bucket with a light bucket or container that is
                                  lowered to the floor, and loaded by hand or by equipment suited to the cramped work space. The
                                  container is raised out of the shaft by the hoist line, swung to the side, and dumped by a trip device
                                  or by hand. This may be used to a depth of 100 feet, or a direct transition may be made from the
                                  digging bucket to use of the headframe hoist.
                                    A special small clamshell may operate from a platform close to the bottom, loading the containers
                                  that are lifted past it to the top by the main hoist.
                                  Blasting.  In shaft rock blasting, all the holes are tight—that is, there is no open face to permit
                                  sideward throw of the rock—so that close drilling and heavy loading are the rule. It is necessary
                                  that the rock be cut back cleanly to the digging lines and important that overbreak be kept to a
                                  minimum, because of the high expense of removing muck and the frequent requirement of filling
                                  all spaces outside the lining.
                                    Figure 9.44 shows typical drilling patterns for shaft and tunnel work. A set of two or more con-
                                  verging angle holes (wedge holes) is drilled, and other sets of straight or slightly angled holes next
                                  to them, until the rim has been reached. The wedge holes are heavily loaded, so that they crush
                                  and kick out the rock between them, making an opening into which the rock around can move
                                  sideward when the next ring of holes is fired. These in turn make space for the next set. Firing is
                                  best done by short-period delays.
                                    In (B) the floor is lowered on only one side in each shot. This permits drilling to be resumed
                                  on one side while muck is being loaded from the other.
                                    Figure 9.45 shows a burn hole shot, with the center holes parallel instead of angled.
                                    The blast is fired from the top, after all workers and equipment are out of the shaft, except that in
                                  very deep work some equipment might be merely raised far enough to be out of immediate danger.
                                    After the explosion the bottom will be full of fumes, which would take a long time to dissipate
                                  naturally. These may be blown out by lowering the tool air lines with the ends open, or extending






























                                              FIGURE 9.44  Wedge drilling in shaft.
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