Consolidated System, Inc. v. Ting

623 F. Supp. 142, 227 U.S.P.Q. (BNA) 156, 1985 U.S. Dist. LEXIS 19162
CourtDistrict Court, D. South Carolina
DecidedJune 6, 1985
DocketCiv. A. No. 84-3064-15
StatusPublished

This text of 623 F. Supp. 142 (Consolidated System, Inc. v. Ting) is published on Counsel Stack Legal Research, covering District Court, D. South Carolina primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Consolidated System, Inc. v. Ting, 623 F. Supp. 142, 227 U.S.P.Q. (BNA) 156, 1985 U.S. Dist. LEXIS 19162 (D.S.C. 1985).

Opinion

ORDER GRANTING PLAINTIFF PARTIAL SUMMARY JUDGMENT

HAMILTON, District Judge.

Plaintiff Consolidated Systems, Inc. (“CSI”), a South Carolina corporation, initiated this civil action against defendant Raymond M.L. Ting dba Advanced Engineering Services (“Ting”), a citizen of Pennsylvania, seeking, inter alia, a declaration that two steel decks it intends to manufacture do not infringe the U.S. Patent No. 4,453,364 dated June 12, 1984 for “Corrugated Steel Decking Section” (“Ting Patent”).

Subject matter jurisdiction is not contested and arises under the patent laws, 35 [143]*143U.S.C. §§ 1 et seq. A substantial case or controversy exists satisfying 28 U.S.C. § 2201, and venue is proper under 28 U.S.C. § 1391.

CSI contests the validity of the Ting Patent on several grounds, but has conceded validity for the limited purpose of its motion for a partial summary judgment of non-infringement. Accordingly, the Court considers the Ting Patent to be valid in considering this motion as to non-infringement.

The Ting Patent is directed to a steel decking section for use in composite steel and concrete floors. Such floors include a layer of concrete poured over a corrugated steel deck formed by a series of raised flutes. The concrete and steel must resist separation under stress to obtain the benefits of the composite. Such resistance to separation is termed “composite action” and is the result of a chemical bond between the steel and the concrete as well as any structural interlock provided by the shape of the steel. Grooves and embossments of various configurations are often provided in the steel deck to increase the composite action by increasing both the surface area for chemical bonding and the structural interlocks.

The Ting Patent is directed particularly to the configuration of grooves located adjacent the crests in the sloping sidewalls between the alternating crests and valleys of the corrugated deck. According to the Ting Patent, there is a critical relationship between the location of the groove and the adjacent crest.

As stated in the patent (4,453,364), the Court finds that patentability of the Ting Patent is based on the following advantages in the location of the groove adjacent the crest:

(1) provides impact resistance to construction traffic over the deck before the concrete is poured (col. 2, lines 46-50 and col. 5, lines 31-37);

(2) decreases the flat length of the deck, i.e., the length of the straight portion of the sloping sidewall or web, and thus provides increased resistance to “web crippling” (col. 2, lines 51-54 and col. 5, line 59, et seq.);

(3) stiffens the crest and thus permits cutting access openings in the crest surface without reducing the structural properties of the deck (col. 2, lines 61, et seq. and col. 5, lines 48-58);

(4) greatly increases surface bonding between the steel and concrete in the region where maximum separation stress can be anticipated (col. 5, lines 38-43). While not described in the Ting Patent, the extension of the groove beneath the crest allows concrete poured over the steel deck to flow into the groove under the crest to provide a structural interlock or “hold-down.”

The Ting Patent defines this critical relationship in two ways. Claim 1, and thus claims 2-6 dependent therefrom, recites:

1. In a steel floor decking section comprising a profiled steel sheet having plural crest surfaces in a common crest plane, plural valley surfaces in a common valley plane and sloping web surfaces connecting each said crest surface to the adjoining valley surface, ...
the improvement comprising a lengthwise groove (26) which is uninterrupted for the length of the decking section and enters beneath the said crest surface (21) in each of the said sloping web surfaces (23) adjacent the top (21) of said raised flute, wherein a flat plane (46) which includes the said sloping surface (23) intersects the said crest plane (21) at or outside the adjacent side edge (27) of the crest (21).

[144]

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623 F. Supp. 142, 227 U.S.P.Q. (BNA) 156, 1985 U.S. Dist. LEXIS 19162, Counsel Stack Legal Research, https://law.counselstack.com/opinion/consolidated-system-inc-v-ting-scd-1985.