KEY TO FIG. 1, PLATE XXXV.

1.--4-way duct, for telephone and telegraph cables,

2.--2-way duct, for telephone and telegraph cables,

3.--1-way duct, for high- and low-tension cables,

4.--Plug for closing open ends of ducts,

5.--Plug for closing open ends of ducts in position,

6, 7, and 8.--Cutters for removing obstructions,

9.--Hedgehog cutter for removing grout in ducts,

10.--Rodding mandrel for multiple ducts,

11.--Laying mandrel,

12.--Rodding mandrel, with jar-link attached,

13.--Laying mandrel,

14 and 15.--Rubber-disk cleaners, used after final

rodding,

16 and 17.--Sectional wooden rods used for rodding,

18.--Section of iron rods used for rodding,

19.--Jar-link,

20.--Cotton duck for wrapping joints of multiple ducts,

21.--Hook for pulling forward laying mandrel,

22.--Top view of trap for recovering lost or broken

rods left in ducts.

[Illustration: PLATE XXXV. TRANS. AM. SOC. CIV. ENGRS. VOL. LXVIII, No.

1155. HEWETT AND BROWN ON PENNSYLVANIA R. R. TUNNELS: NORTH RIVER

TUNNELS. FIG. 1. FIG. 2.]

Ordinary ¾-in. gas pipe was used for the rod, and a cutter with

rectangular cross-section and rounded corners was run through ahead of

the mandrel: following the cutter came a scraper consisting of several

square leather washers, of the size of the ducts, spaced at intervals on

a short rod. The mandrel itself was next put through, three or four men

being used on the rods. All the ducts in a bank were thus rodded from

manhole to manhole. When a duct was rodded it was plugged at each end

with a wooden plug. A solid wooden paraffined plug was used at first,

but afterward an expansion plug was used.

Very little trouble was met in rodding the power conduits, except for a

few misplaced ducts, or a small mound of mortar or a laying mandrel left

in. At such points a cut was made in the concrete and the duct replaced.

In the subgrade telephone and telegraph ducts east of the Manhattan

Shaft, much trouble was caused by grout in the ducts. The mandrel and

cutters were deflected and broke through the web of the ducts rather

than remove this hard grout. Trenches had to be cut from the floor to

the top of the water-proofing, the latter was then cut and folded back,

and the ducts replaced. To do this, a number of ducts had to be taken

out to replace the broken ones and get the proper laps. The

water-proofing was then patched and the concrete replaced. This grout

had not penetrated the water-proofing, but had got in through the ends

of the ducts where they had not been properly plugged and protected. The

duct gang, both for laying and rodding, generally consisted of

1 Foreman, at $3.50 per day,

and 9 laborers, at $1.75 per day.

When laying: 4 men were laying, 2 men mixing and carrying mortar, and 3

were transporting material. When rodding: 4 men were rodding, 2 men at

adjacent manholes were connecting and disconnecting cutters and

mandrels, 1 was joining up rods, and 2 men assisting generally.

The cost of this work is shown in Table 17.

Transportation and Disposal.

The track on the surface and in the tunnels was of 20-lb. rails on a

2-ft. gauge.

The excavation was handled in scale-boxes carried on flat cars, and the

concrete in 1¼-cu. yd. mining cars dumping either at the side or

end.

Transactions of the American Society of Civil Engineers, Vol. LXVIII, Sept. 1910 The New York Tunnel Extension of the Pennsylvania Railroad. The North River Tunnels. Paper No. 1155 · 第 19 / 55 题