Application of Carter

212 F.2d 189, 41 C.C.P.A. 851
CourtCourt of Customs and Patent Appeals
DecidedApril 9, 1954
DocketPatent Appeal 6053
StatusPublished
Cited by3 cases

This text of 212 F.2d 189 (Application of Carter) is published on Counsel Stack Legal Research, covering Court of Customs and Patent Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Application of Carter, 212 F.2d 189, 41 C.C.P.A. 851 (ccpa 1954).

Opinion

O’CONNELL, Judge.

This appeal involves two claims numbered 35 and 36 in appellant’s application for a patent on an elastomeric strip for vertical pavement joints and pertains more particularly to such a strip having sealed air pockets therein. Claim 36 is illustrative:

“36. A concrete construction comprising spaced-apart concrete slabs having inserted in the space therebetween a non-sectional strip of resilient elastomeric material, said strip consisting of a body portion of a height to fill the joint space and formed with a plurality of web separated longitudinal channels which are closed at the opposite ends of the strip, lateral extensions on the opposite faces of said strip, coextensive with the length of the *190 strip, and means on the lateral extensions for anchoring them to the ends of the adjacent concrete slabs, said lateral extensions having at least a portion thereof substantially in a horizontal plane that intersects one of the longitudinal channels.”

The references relied upon are: Weiss 1,628,090 May 10, 1927; Gammeter 2,-071,299 Feb. 16, 1937; Fischer 2,111,113 Mar. 15, 1938; Dewhirst et al. 2,156,681 May 2, 1939; Fischer 2,400,493 May 21, 1946.

The subject matter defined by the two rejected claims, which stand or fall together, is a resilient joint sealing strip of novel construction for tying-in slabs of concrete in the pavement of roads.

The Solicitor for the Patent Office described the disclosure upon which appellant relies to endow the claims with patentability. We reproduce the description herewith, but since it is not expedient to likewise reproduce the drawings, the solicitor’s numerical references thereto, and to the record, are here omitted:

“* * * The subject matter of the appealed claims is directed to the sealing strip comprised of an elastomeric, resilient, and tough material having a bottom edge resting on the roadbed, [two] side faces against which the compression forces of the expanding concrete slabs are directed, and a top edge which shows from the surface of the concrete road as the top edge of the vertical sealing strip. Parallel with the length of the strip near its top edge are beads associated with [the said two side] faces respectively, the beads being connected to the body of the strip by necks. 'Air channels are provided in the strip from end to end thereof, the channels being parallel and fit close together so as to provide a maximum volume of air within the strip. The channels are shaped in cross-section in such manner that side pressure exerted on the sides of the strip will tend to collapse the channels so that the inter-channel webs between them will fold without horizontal resistance. The ends of the channels are sealed, and the dowel bar openings therein are likewise sealed, providing a strip, which after being assembled in the road construction is sealed air-tight and water-tight, the compressibility of the air in the channels creating sufficient force outwardly to cause the strip to form a perfect water-tight seal with the concrete and the side plates.”

The final letter of the examiner made this pertinent comment reproduced here, omitting numerical reference to various figures of the drawings:

“The two claims on appeal essentially include the expansion joint strip which is adapted to bridge the joint space between concrete slabs. The expansion joint strip as recited is made up of resilient elastomeric material and has a plurality of web separated longitudinal channels each of which is closed at its ends. The side walls of said strip are provided with [two] laterally projecting anchoring ribs disposed in a horizontal plane intersecting one of the channels to minimize resistance which may possibly be exerted by the separating web to lateral movement due to expansion forces.”

It may be noted that earlier in the prosecution of the application both of the appealed claims were deemed allowable. Subsequently the patent to Fischer, 2,400,493, the principal reference, was cited by the examiner.

The disclosure thereof related to an expansion joint for sections of masonry, defining a gap therebetween. The primary object which Fischer sought was to insure such a joint against the admission of seepage and moisture there-through, which tended to open the crevices between the filing core and the masonry during the contraction of the masonry under a drop in temperature.

The structural or operative principles and advantages contributed by Fischer *191 which are particularly pertinent here was thus described in his specification, numerical references to the drawings being here omitted:

“For instance, auxiliary anchoring plates with their apertures that permit interlocking with the concrete, have their inner longitudinal margins fashioned into enlargements which contribute fixed anchorages within the relatively large core so that while the wings are free to yield by vertical compression and the reenforce plate by flexure, under stresses arising from vertical relative movement of the concrete sections, it is not necessary for them to yield in the direction of tension because of the interior opening in the core which permits the side walls of said core to arch outwardly under contraction of the masonry sections.”

The solicitor in his brief observes that in this reference, as defined and supported by certain excerpts from the specification, “The expansion joint of the patent is of the type in which deformable cores are employed to fill and exclude dirt and moisture from the spaces conventionally left between the sections of masonry of such joints, and, in addition, has a waterstop apron having its ends anchored in the masonry sections.” Moreover, the core sections of this reference are made of material which is inherently cellular or resilient, such as sponge rubber, etc.

The patent to Weiss relates to the use of elastic sheets, slabs, or plates in the construction of foundations for machinery, engines, buildings, etc., not only for the purpose of reducing vibration but also for insulating sound. The object of his invention is achieved by so constructing the material as to provide inclined ribs on opposite sides thereof, so that a load resting thereon not only compresses the material and tends to flatten it out but also imposes primarily a bending stress whereby the material bends over certain portions of the sheet, which may be ribs, bosses, webs or the like.

The patent to Gammeter relates to yielding joints for roadways made of concrete to allow for expansion and construction of the sections thereof by maintaining the road surface at the joint substantially unaffected by changes in temperature. A hollow strip of elastic sealing material, such as rubber with projecting side ribs, is provided having therein a metallic spring means for expanding the strip.

The patent to Dewhirst et al. was cited to show that resilient strips which utilize web separated channels between rigid members are old in the art of paving or wall structures, which are subject to expansion and contraction.

The original patent to Fischer, 2,111, 113, relates to sponged sheet material and pertains particularly to compressible and elastic material or material which will expand upon release of a compressing force.

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Related

Application of Everett F. Gustafson
331 F.2d 905 (Customs and Patent Appeals, 1964)
Application of Milton E. Chandler and Alexander M. Wright
319 F.2d 211 (Customs and Patent Appeals, 1963)

Cite This Page — Counsel Stack

Bluebook (online)
212 F.2d 189, 41 C.C.P.A. 851, Counsel Stack Legal Research, https://law.counselstack.com/opinion/application-of-carter-ccpa-1954.