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Forgings Help Preserve Maritime History

lighthouse Three unique forgings were instrumental in granting North Carolina's storied Cape Hatteras Lighthouse a reprieve from the encroaching Atlantic Ocean. The components are part of a colossal jacking system used in a $12 million relocation project that lifted the lighthouse from its original foundation on the Outer Banks, moved it over a half mile and lowered it onto its new location.

The lighthouse was built in 1870 on Hatteras Island, near Buxton, to warn mariners of menacing Diamond Shoals. Its site was 1600 ft. from the open ocean, a distance that the builders believed would make the lighthouse invulnerable. In the ensuing 129 years, however, beach erosion has advanced the sea almost to the base of the light.

The National Park Service, which oversees the Cape Hatteras National Seashore, had two alternatives: Move the structure to safety or let it succumb to the advancing surf. In an era when large-vessel navigators rely on global positioning satellites, the Cape Hatteras Lighthouse represents maritime history worth preserving. And for craft not equipped with GPS, it is still a potential lifesaver.

At 208 ft., the Cape Hatteras Lighthouse is the tallest brick structure of its kind in the United States, a fragile 4800-ton masonry spire with aging mortar joints. Moving the lighthouse required lifting and rolling while maintaining it absolutely plumb. Tilting could at the least result in massive cracking. At worst, the lighthouse could be reduced to a pile of historic rubble. Jahns Structure Jacking Systems (JSJS) has confronted similar problems before. The Elburn, Illinois company manufactures specialized equipment for lifting and moving structures, and has previous experience in lighthouse relocation: Rhode Island's much lower Block Island light in 1993.
piston blind hole
Unified jacking system
JSJS builds unified jacking systems that lift uniformly, said Bill Jahns, President. "A unified jacking system is a master cylinder connected mechanically to a series of displacement or slave cylinders. The displacement cylinders, in turn, power the lifting jacks hydraulically. The displacement cylinders supply an equal volume of hydraulic fluid to each jack. Regardless of jack tonnage, they lift the same distance because they all receive the same amount of oil."

For the lighthouse move, JSJS built the largest unified jacking machine ever produced in the U.S. A master cylinder with a 17.5-in. bore and a 54-in. stroke drives 60 displacement cylinders, which also stroke 54 in.

The three 1045 normalized carbon steel open-die forgings, produced by Scot Forge, are the cylinder, piston and end plate in the master cylinder assembly. The 8130-lb. cylinder is the most complex; it is 62-in. long, with a 51.5-in. deep blind cylinder bore forged in the center. Forging was done in a 3000-ton press at Scot Forge's Spring Grove, Illinois, headquarters plant.

"We formed the ID over a tapered pin held by the forging manipulator," said Mark Brouwer, of the inside sales and estimating office at Scot Forge. "The forging billet is partially pierced, and the action of the forging press works the billet along the pin.
plate
Reducing weight nearly 2 tons
"Forging the blind hole reduced the metal requirement by 1740 lbs. If the forging had been solid, that is the amount of metal that would have been drilled out. The savings in both material and machining exceeded the additional cost of forging the hole."

The cylinder forging has a major outside diameter of 34.25 in., which tapers at a 30 degree angle to a 28.25-in. OD. The major OD is the flange to which eighteen 80-in. long tie rods are attached. The end plate is bolted to the other ends of the tie rods, forming a rigid cage in which the 60 displacement cylinders are installed.

There was no practical alternative to forging for the master cylinder, according to Bill Jahns. "The wall thickness of the cylinder is 5.25 in.," he noted. "We couldn't buy drawn tube with the diameter and wall thickness to fabricate the master cylinder. We would have needed a forged tube body anyway, so it was to our advantage to forge the master cylinder in one piece.

"A fabricated master cylinder would be a three-piece weldment: a forged body, plus a flange and a plug for the bottom. This assembly would be much more costly than a one-piece forging, and not as strong."
 
jacking system power unit Jacking System Control Panel
Superior performance
The master cylinder could have been a one-piece centrifugal casting, Mark Brouwer pointed out, but the performance of a forging is superior. "The grain flow of a forging is continuous, which provides greater impact and directional strength than the columnar grain structure of a centrifugal casting. When we forge a step or a shoulder, the grain flows along the step. This gives the part high structural integrity, and is also easier to machine than columnar grain. Forging also eliminates internal voids and porosity by consolidating the ingot center."

The piston weighs 4450 lbs. and was also forged in the 3000-ton press. The as-forged dimensions are a major diameter of 35.25 in for a length of 5.375 in., stepped down to 18.5 in. for the remainder of the 55-in. overall length. The 3150-lb. end plate is 34.25 in. in diameter, with a thickness of 12 in. It was forged in a 1250-ton press.

Scot Forge received the order for the three components late in November 1998, and completed the master cylinder forging in just over five weeks. JSJS delivered the unified jacking system to the job site the end of May 1999, and the moving process began in June.
One hundred lifting points
Fifty of the 60 displacement cylinders were used to lift the lighthouse 57 in. Each cylinder was connected via a tee fitting to two lifting jacks, for a total of one hundred 50-ton jacks. The lifting capacity is 200 tons greater than the load.

The master cylinder was pressurized by two hydraulic pumps of 6 and 21 gpm capacity, both driven by a 200-hp turbo-diesel engine. The lower-capacity pump advanced the jacks slowly to take up the slack in the crib supporting the lighthouse, an assembly of 9000 oak 6x6s, each 4-ft. long. When the settling of the ground, the compression of the crib and the stretch in the hydraulic hoses were compensated for, the movers switched to the larger pump to complete the lift.

A combination of computerized sensors and a traditional plumb bob tracked the perpendicularity of the lighthouse. Manual control of jacking pressures corrected for tilt.

Propelled by hydraulics
Horizontal travel was also hydraulically powered, using five 30-ton jacks with 5-ft. strokes. The lighthouse rode on steel rollers and a track made of seven parallel I-beams. The push cylinders were clamped to the beams to move the lighthouse in 5-ft. increments.

"To complete each stroke, the cylinder clamps were loosened, the cylinders retracted and the clamps reattached," Bill Jahns explained. "It was a push-and-grip process."

"As the lighthouse advanced, the support beams were dismantled at the rear and reassembled at the front. The greatest distance traveled in one day was 355 ft."

The lighthouse was moved 2900 ft. in a southwesterly direction to a point that is the original 1600-ft. distance from the ocean. The rate of beach erosion is variously estimated at 10 to 29 ft. per year. "How long the relocation lasts," Jahns concluded, "depends on the number of severe storms. It could be as few of 55 years, or as many as 160."
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