Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910: The Bergen Hill Tunnels. Paper No. 1154Lavis, F.
History
Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910: The Bergen Hill Tunnels. Paper No. 1154
Lavis, F.
Civil engineering -- Periodicals; Railroad tunnels -- Design and construction
The form and details of the expanding mandrel which was finally designed
to meet the conditions, and proved so satisfactory in every way, are
shown by Fig. 15, _C_. The mandrel consisted of two triangular pieces of
hard pine, separated by wedges attached to one piece which fitted into
slots in the other; these, when expanded, practically filled the whole
of the inside of the ducts. One of these mandrels was placed in each
line of single ducts and two in each 4-way duct, placed diagonally, as
shown in Fig. 1, Plate XXV. This required 60 mandrels at each working
point, or 240 for the whole work. The mandrels were 35 ft. long, so that
they easily covered the whole of a 25-ft. section, projected
sufficiently far back into the previously finished work to assure the
continuity of the alignment, and allowed the ends to be racked out at
the forward end to secure proper breaks between the joints.
In laying the single conduits, as a rule, the (collapsed) mandrels were
pulled ahead from the previous section as each line was laid, and the
conduits were strung on it until the whole length was completed; the
conduits were then pushed up tight together, so as to close the joints
as tightly as possible, and then the mandrel was expanded. The conduits
were thus held firmly in position, and the forward end of the line was
lifted slightly so that the wraps could be placed around the joints. The
4-way conduits were generally laid in the ordinary way, except that no
laying mandrel was necessary. One dowel was used between each of the
pieces of conduit, at the center, and the joints were wrapped. When a
line was finished, two mandrels were placed diagonally in each line and
expanded simultaneously, so that any inequalities in the ducts
themselves were divided as far as possible. In connection with the use
of these mandrels, one of the points which was most carefully watched
was that they projected back into the last completed section, thus
insuring the continuity of the alignment.
It was originally intended to wrap the joints of the 4-way ducts only,
but it was found to be impractical to keep the grout from the wet
concrete entirely out of the single ducts, and, after a short trial, it
was decided to wrap these also. The expanding mandrel kept out a great
deal of the cement, and, in the sections laid without wraps, the only
difficulty from this cause seemed to be that a slight film of grout,
from 1/16 to ⅛ in. thick, was deposited on the bottom of the inside of
the ducts at some places, and although this was not considered a serious
defect, it was thought that the slight extra cost of placing the wraps
would undoubtedly be justified by the practically perfect results
obtained by using them.
Public-domain text, read in full here on John Shaqi.
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