Charles T. Samuelson v. Bethlehem Steel Company. Bethlehem Steel Company v. Charles T. Samuelson

323 F.2d 944
CourtCourt of Appeals for the Fifth Circuit
DecidedDecember 11, 1963
Docket19643
StatusPublished
Cited by18 cases

This text of 323 F.2d 944 (Charles T. Samuelson v. Bethlehem Steel Company. Bethlehem Steel Company v. Charles T. Samuelson) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fifth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Charles T. Samuelson v. Bethlehem Steel Company. Bethlehem Steel Company v. Charles T. Samuelson, 323 F.2d 944 (5th Cir. 1963).

Opinion

WISDOM, Circuit Judge.

Charles T. Samuelson, the plaintiff, appeals from the judgment in a patent infringement suit holding that his patent for a submersible offshore drilling rig, while valid, was not infringed by Bethlehem Steel Company’s structure. The defendant cross-appeals.

Before and immediately after World War II there was a well-recognized need for a self-contained mobile drilling platform which could be used for both drilling and exploration in the exposed offshore waters of the Gulf of Mexico. There were two principal types of structure then in use. The fixed structure was merely a pile-supported platform built like a dock in the water with the drilling equipment placed on top of it. This structure was adapted for drilling only in bayous and shallow waters where a known field was located and was unsatisfactory for exploration purposes. The other type, the Giliasso or bayou drilling barge, had mobility but, like the fixed structure, was limited to use in shallow, sheltered waters. It was simply a large barge with drilling equipment located sufficiently high on an upper deck to be above the water level when the barge was sunk at the drilling site. To prevent the barge from slipping during the drilling process, pilings fitted into tubes extending the depth of the barge were driven into the marine floor. In order to move the rig to another drilling location, the pilings were retracted, water was pumped out of the barge, and it was towed away. The major disadvantage of these barges was that they were restricted to use in fairly shallow water, because of the danger of capsizing during the sinking process and also because of stability limitations on the height of the upper platform.

After the end of World War II, a considerable amount of money and inventiveness were put into efforts to develop a mobile deep-water drilling rig which would not be dangerously unstable in rough weather and which could be firmly based on treacherously shifting ocean floors. The Samuelson invention was one of the products of this endeavor.

Samuelson’s patent is directed toward the platform and does not include the drilling equipment or housekeeping facilities. In the plaintiff’s structure the drilling equipment is placed on a buoyant working platform which, in turn, is connected by tubular columns to one or more submersible ground anchors, each of which has a buoyant chamber therein. The columns extend upward from the bottom of the ground anchors, through the buoyant chamber and loosely through guide means in the working platform so that the space between it and the ground anchors can be adjusted as desired. Within each column at the bottom of the ground anchor is a guide sleeve which directs the movement of a piling or spud. These pilings are driven into the ground after the ground anchors have been completely submerged and are resting on the Gulf floor. The pilings support no vertical weight and are intended solely to prevent horizontal shifting. Finally, means are provided to raise the working platform on the columns above the water and the lateral motion of the waves.

In operation, the mobile drilling platform is floated to the drilling location with the ground anchors drawn up against the buoyant working platform. They are then filled with water and sunk to the Gulf floor; the buoyant upper platform and connecting columns provide the necessary stability which prevents their capsizing during this process. Once the ground anchors are completely submerged and provide a stable base, the working platform is raised above the surface of the waves. Either before or after the elevation of the working platform, the spuds may be driven into the ground. Once the drilling operation has *946 been completed, these steps are reversed, and the rig is floated away.

Samuelson began work on this invention upon his retirement from running his own shipyards in Beaumont, Texas, in 1947 and applied for a patent on October 6, 1949. Later that year, or early in 1950, he submitted plans of his invention to the defendant, Bethlehem Steel Company. Bethlehem disavowed any interest in obtaining rights under the patent and returned the documents. Bethlehem, without Samuelson’s permission, made and kept copies.

Bethlehem had been engaged for some time in experimenting with various designs for mobile offshore drilling rigs and in 1954 finished construction on Mr. Gus I. This unit, although usable in deep water, did not furnish a satisfactorily stable base since it was constructed partially of piling supported at all times on location and was constructed entirely of piling supported at the critical times of being set up or removed from drilling position; the piling had to be driven and pulled while the remainder of the structure was floating in the water. This created serious hazards for its use on loose, sandy bottoms with fluid soil conditions. Mr. Gus I tilted and broke two pilings on its maiden voyage, and in 1957 it turned over in about thirty feet of water off the Texas coast when a thin sandy layer of soil gave away under the pilings.

In 1956, Bethlehem began work on the infringing structure, Mr. Gus II, while Mr. Gus Í was still in operation. It was completed in 1957. The trial judge described the construction and mode of operation of Bethlehem’s second offshore drilling rig as follows:

“* * * Mr. Gus II uses as a ground anchor a single large steel hull sometimes called the ‘mat.’ This mat has four supporting columns, 10 feet in outside diameter and extending 232 feet upwardly from the bottom of the mat and attached to it. A buoyant working platform in the form of an upper hull or barge, is connected to these columns by the means of special hydraulic jacking systems which enable the platform to be moved up or down the columns to vary its space relationship to the mat at will. The jacking systems include guide tubes in the platform or upper hull through which the columns pass. Inside the columns, the bottom of which are open to the sea, are coaxial spuds or piles, seven feet in outside diameter, connected to the columns by an additional set of special hydraulic jacking systems by means of which the spuds can be pushed into the ocean bottom when the mat has been lowered by means of the platform jacks to rest thereon. The 130-feet long spuds are guided in the columns by a pair of narrow rings spaced 30 feet apart. These rings are each only some 6 inches high, are seven feet, one inch (7'1") in inside diameter, and are located, one at the bottom of the mat and one 20 feet above the top of the mat.”

The trial judge found that this structure does not infringe the Samuelson patent, and the plaintiff appeals from this holding.

I.

As is usual in such a suit, Bethlehem contests the valdity of the Samuelson patent, alleging that it embodies nothing new, nothing that was not known to prior art, citing, of course, Atlantic Works v. Brady, 1882, 107 U.S. 192, 2 S.Ct. 225, 27 L.Ed. 438, and Great A. & P. Co. v. Supermarket Equip. Corp., 1950, 340 U.S. 147, 71 S.Ct. 127, 95 L.Ed. 162. Samuelson’s conceptual generalities were, Bethlehem insists, obvious to persons skilled in the art, and what was needed was metallurgical, mechanical, and hydraulic engineering to put the well-known generalities into a practical, working structure.

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Bluebook (online)
323 F.2d 944, Counsel Stack Legal Research, https://law.counselstack.com/opinion/charles-t-samuelson-v-bethlehem-steel-company-bethlehem-steel-company-v-ca5-1963.