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Table of Contents

arrowChapter 1: Construction Drawings

arrowChapter 2: Construction Planning and Materials

arrowChapter 3: Bills of Materials

arrowChapter 4: Building Layout and Foundation

arrowChapter 5: Forms for Concrete

arrowChapter 6: Rough Framing

arrowChapter 7: Roof Systems and Coverings

arrowChapter 8: Doors and Windows

arrowChapter 9: Finish Carpentry

arrowChapter 10: Non-standard Fixed Bridge

arrowChapter 11: Timber-Pile Wharves

arrowAppendix

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Docking Hardware

Chapter 11: Timber-Pile Wharves
Chapter Pages


DOCKING HARDWARE

Ships tie up to wharves with lines fastened to mooring fittings such as bollards, corner mooring posts, cleats, chocks, and pad eyes (Figure 11-14).

· Bollards, single- or double-bitt, are steel or cast-iron posts to which large ships are tied. They prevent ships' lines from riding up off the post. Bollards may have waist diameters smaller than ton diameters and may have caps, or projecting, rounded horns. Double-bitt bollards are also known as double bitts or double steamship bitts. Bollard bodies may be hollow for filling with concrete after installation They are usually designed to take line pulls of about 35 tons.

· Corner mooring posts are usually designed to take pulls of up to 60 tons.

· Cleats are generally cast iron, with arms extending horizontally from a relatively low body. The base may be open or closed. Cleats are used for securing smaller ships, tugs, and workboats.

· Open or closed chocks, generally made of cast iron, are used for directing and snubbing lines when working a ship into or out of its berth. A closed chock must be used when there is a change in both vertical and horizontal directions of a line.

· Pad eyes are metal rings mounted vertically on a plate and intended to receive a ship's line spliced with thimble and shackle. They are used only for securing small craft.

HARDWARE INSTALLATION

Proper installation requires that the vertical and horizontal stress on any structural unit on which mooring hardware is attached be partially transferred to the wharf structure. This is done by increasing the number and size of stringers under the hardware installation, and by providing anchorage for mooring hardware bolts that will transfer the stress through the pile cap of one or more bents to several piles.

Stringer Reinforcement

The number and size of stringers are increased at the location of major hardware items. When base widths of hardware are greater than 12 inches, but less than 24 inches, at least two 12- x 12- inch stringers are needed. For base widths greater than 24 inches, but less than 36 inches, three 12 x 12-inch stringers are needed; and so forth. Stringers are laid close together and are spiked to each other and at each bearing point. Mooring hardware bolts pass through stringers, filler blocks, and anchorage timbers.

Standard Installation

Standard wharf structures use the following mooring hardware:

· Pier, 90 x 500 feet—six large double-bitt bollards on each side on 100-foot centers and five 42- inch cleats on each side centered between bollards.

· Offshore marginal wharf, 60 x 500 feet— six large double-bitt bollards and five 42-inch cleats spaced as above on the outshore side only.

· Lighterage quay 35 x 500 feet—eleven 42-inch cleats on 50-foot centers.

Nonstandard Installation

For nonstandard wharf structures, mooring hardware should be installed in numbers, types, and spacing approximately that of standard wharves.

When cleats and pad eyes are not available, every third fender pile must be extended 3 to 4 feet above the wharf deck. Fender-pile extensions may be used to steady a ship in the berth, but not to winch a ship into position.

On berths located near enough to the shore, bollards or mooring posts may be located onshore.

Location

Bollards and other mooring hardware are placed clear of cranes and traffic and as close to the curb as possible. Onshore mooring anchors should be located so that the lines will not have to be moved for traffic.

ANCHORAGES FOR HARDWARE

The following paragraphs explain the different types of hardware and their uses:

Location Between Pile Bents

To provide anchorage for heavy items of mooring hardware located between pile bents, a grillwork of 12 x 12 timbers is bolted underneath the pile cap (Figure 11-15). Each of the four piles directly affected by the upward pull on the grillwork is strapped to the pile cap with 3- x 3/8-inch steel strapping. The straps are spiked to piles and pile caps. Filler blocks of 12 x 12 timbers are centered to receive the mooring hardware bolts.

Location on Pile Bents

Mooring hardware is also located directly over the outside bearing pile of a bent as shown in Figure 11-16. Mooring hardware with 22-
to 26-inch bolt centers is
anchored as follows:

· Two 12 x 12 by
approximately 20-footlong
timbers are bolted
under the pile cap over
which the hardware is
located and to both sides
of three piles of the bent.

· 12 x 12-inch filler timbers
approximately 4 feet long
are bolted to the wharf
pile cap under the
hardware bolt location.

· Each of the three piles
directly affected by the
upward pull on the
grillwork is strapped to the pile cap with steel strappings as described above (see Figure 11- 15).

Items of mooring hardware with bolt centers greater than 26 inches require using timber wider than 12 inches or doubling the number of timbers, or locating the hardware between bents using the timber grillwork anchorage described previously.

Bracing

The wharf structure is longitudinally braced at the location of bollard installations. Diagonal bracing is done from just below the pile caps to about low-water level at the location of each bollard. The cross bracing is bolted to each pile.

Installation of Light Items

Light items of mooring hardware with bolt centers less than 8 inches, such as cleats, chocks, and pad eyes, are bolted through the stringpiece, blocking, decking, and stringer end piece.









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