Sewerage and Sewage TreatmentBabbitt, Harold E. (Harold Eaton)
History
Sewerage and Sewage Treatment
Babbitt, Harold E. (Harold Eaton)
Sewage disposal; Sewerage
=154. Vertical Sheeting.=—This is the most complete and the strongest of
the methods for sheeting a trench. It consists of a system of rangers
and cross braces so arranged as to support a solid wall of vertical
planks against the sides of the trench. An arrangement of complete
vertical sheeting is shown in Fig. 107. This type can be made nearly
water-tight by the use of matched boards, Wakefield piling, steel
piling, etc. Wakefield piling is made up of three planks of the same
width and usually the same thickness. They are nailed together so that
the two outside planks protrude beyond the inside one on one side, and
the inside one protrudes beyond the two outside ones on the other side
as shown in Fig. 108. The protruding inside plank forms a tongue which
fits into the groove formed by the protruding outside planks of the
adjacent pile.
[Illustration:
FIG. 108.—Wakefield Sheet Piling.
]
[Illustration:
FIG. 109. Section through Malleable Steel Driving Cap.
]
In placing vertical sheeting the trench is excavated as far as it is
safe below the surface. Blocks of the same thickness as the sheeting are
then placed against the bank at the middle and at the ends of two
rangers on opposite sides of the trench. The ranger rest against blocks,
and are held away from the sides of the trench by them. Cross braces are
next tightened into position opposite the blocks to hold the rangers in
place. After the skeleton sheeting is in place the planks forming the
vertical sheeting are put in position with a chisel edge cut on the
lower end of the plank, with the flat side against the bank. The planks
should be driven with a maul, the edge of the plank following closely
behind the excavation. In relatively dry work the driving of the plank
is facilitated by excavating beneath the edge as it is driven. The upper
end of the sheeting should be protected by a malleable steel or iron cap
to prevent brooming of the lumber. A cap is shown in Fig. 109. A sledge
hammer may be used for driving when the lumber is protected. If the
sheeting is to start at the surface and is to be driven by hand, the
first length should not exceed 4 feet unless a platform is erected for
the driver. Succeeding lengths may be longer, the driver standing on
planks supported on the cross braces in the trench. Steam hammers and
pile drivers are sometimes used for driving sheeting.
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