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US4278468A Expired / Lapsed US ⏱️ 0.0 years remaining

Gypsum fire barrier for cable fires

Assignee: United States Gypsum Co
•
Filing: 1979-09-10
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Granted: 1981-07-14
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Expires: 1999-09-10
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Abstract

Abstract Electrical power, instrument and communication cables constructed with combustible coverings can provide a pathway by which fire might spread. Cable fires within a room or compartment can be arrested by the construction of a properly designed "fire break" placed periodically along a cable run; and cable fire spread between rooms can be arrested by a properly placed "fire stop". Cable runs generally include a cable tray or raceway to contain the cables. An effective fire barrier, e.g., "fire break" or "fire stop" may be constructed in such a cable tray or raceway by filling a portion of the tray or raceway with a gypsum composition comprising gypsum plaster, an inert filler mixture of diatomaceous earth and lightweight expanded aggregate, and very small amounts of glycerin, boric acid and a corrosion inhibitor such as a boron nitride, boron nitrile or mixture of such boron compounds. The fire barrier is formed by placing in a portion of the cable tray/raceway an aqueous slurry of the plaster composition as described above, slurried with water in amounts of about 10 pounds of the plaster composition and 14-16 pounds of water to form a " pseudo-plastic" mass, and filling all of the voids around and beneath cables therein by applying force to the cable tray/raceway, e.g., as by hammering with a rubber mallet.

Inventors

  • 👤 Rexford L. Selbe
  • 👤 Vincent M. Waropay
  • 👤 Paul S. Quigg
  • 👤 William S. Reily

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-04 12:38
CPC Classifications
C; C04; C04B; C04B28/00; C04B28/14; C04B2111/00; C04B2111/20; C04B2111/28; Y; Y10; Y10S; Y10S106/00; Y10S106/02

Claims Analysis

Total Claims: 12
Claim 1
Independent Claim 163 words
A gypsum cement composition adapted for use in electrical cable fire barrier operations having pseudo-plastic flow in aqueous slurry, having a dry density of about 25 to 35 pounds per cubic foot and having a dry compressive strength when set below 300 pounds per square inch, which comprises by weight: about 30 to approximately 80% calcium sulfate hemihydrate; about 10 to approximately 40% diatomaceous earth aggregate having an apparent bulk density in the range from about 5 to approximately 16 pounds per cubic foot and a water carrying capacity in the range from about 1.5 to approximately 4 times its weight of water; about 10 to approximately 30% of a second aggregate having a dry bulk density in the range from about 5 to approximately 20 pounds per cubic foot, and a water carrying capacity from about 0.7 to approximately 4 times its weight of water; and by weight based on the weight of hemihydrate about 0.05-1.25% glycerine and about 0.05-0.7% boric acid.
Claim 2
Dependent Claim 163 words
A gypsum cement composition adapted for use in electrical cable fire barrier operations having pseudo-plastic flow in aqueous slurry, having a dry density of about 25 to 35 pounds per cubic foot and having a dry compressive strength when set below 300 pounds per square inch, which comprises by weight: about 30 to approximately 80% calcium sulfate hemihydrate; about 10 to approximately 40% diatomaceous earth aggregate having an apparent bulk density in the range from about 5 to approximately 16 pounds per cubic foot and a water carrying capacity in the range from about 1.5 to approximately 4 times its weight of water; about 10 to approximately 30% of a second aggregate having a dry bulk density in the range from about 5 to approximately 20 pounds per cubic foot, and a water carrying capacity from about 0.7 to approximately 4 times its weight of water; and by weight based on the weight of hemihydrate about 0.05-1.25% glycerine and about 0.05-0.7% boric acid.
Claim 3
Dependent Claim 26 words
A composition in accordance with claim 1 having a compressive strength when set in the range from about 100 to approximately 200 pounds per square inch.
Claim 4
Dependent Claim 20 words
A composition in accordance with claim 1 having a compressive strength when set of about 140-160 pounds per square inch.
Claim 5
Dependent Claim 24 words
A composition in accordance with claim 1 in which the diatomaceous earth has a particle size of about 95% passing 325 U.S. Standard mesh.
Claim 6
Dependent Claim 24 words
A composition in accordance with claim 1 in which the second aggregate has a particle size of about 30% passing 50 U.S. Standard mesh.
Claim 7
Dependent Claim 22 words
A composition in accordance with claim 1 in which the calcium sulfate hemihydrate has a normal consistency greater than about 80 cc.
Claim 8
Dependent Claim 38 words
A composition in accordance with claim 1 comprising about 60% calcium sulfate hemihydrate; about 20% diatomaceous earth; about 20% vermiculite; about 0.7% by weight of hemihydrate of glycerine; and about 0.07% by weight of hemihydrate of boric acid.
Claim 9
Dependent Claim 38 words
A composition in accordance with claim 1 comprising about 35% calcium sulfate hemihydrate; about 35% diatomaceous earth; about 28% perlite; about 0.7% by weight of hemihydrate of glycerine; and about 0.07% by weight of hemihydrate of boric acid.
Claim 10
Dependent Claim 14 words
A settable pseudo-plastic mass comprising an aqueous slurry of the composition of claim 1.
Claim 11
Dependent Claim 32 words
A settable mass in accordance with claim 9 for pumping application having in the range from about 120 to approximately 170 pounds of water per 100 pounds of dry gypsum cement composition.
Claim 12
Dependent Claim 32 words
A settable mass in accordance with claim 9 for trowelling application having in the range from about 100 to approximately 130 pounds of water per 100 pounds of dry gypsum cement composition.

References Cited (Backward Citations)

US1380398A Cited
US3454456A Cited
US3393116A Cited
US3839059A Cited
US3819388A Cited
US3966479A Cited
US3980437A Cited
US4148660A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1984-07-13 1985-01-12 1985-07-14 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1988-07-13 1989-01-12 1989-07-14 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1992-07-13 1993-01-12 1993-07-14 $7700.00 Window Closed / Lapsed

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