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US3984266A Expired / Lapsed US ⏱️ 0.0 years remaining

Process for bonding a ferro-cement structure with fiberglass reinforced plastic

Assignee: United States Department of the Navy
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Filing: 1974-04-22
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Granted: 1976-10-05
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Expires: 1994-04-22
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Abstract

Abstract A process for bonding a glass fiber reinforced plastic to a ferro-cement structure to improve impact strength of the ferro-cement structure comprising the steps curing the ferro-cement mortar; acid etching the mortar on the side of the ferro-cement mortar to which the glass fiber reinforced plastic is to be bonded, rinsing the mortar, drying the mortar, applying a coat of adhesive to the mortar and attaching the glass fiber reinforced plastic to the bonded mortar surface. The adhesive may be partially cured if desired.

Inventors

  • 👤 Kenneth A. Christensen
  • 👤 Robert B. Williamson

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-01 18:15
CPC Classifications
B; B28; B28B; B28B11/00; B28B11/04; E; E04; E04C; E04C2/00; E04C2/02; E04C2/26; Y; Y10; Y10S; Y10S52/00; Y10S52/07; Y10T; Y10T442/00; Y10T442/10; Y10T442/102; Y10T442/109; Y10T442/129

Claims Analysis

Total Claims: 2
Claim 1
Independent Claim 169 words
A method for making an impact resistant structural material comprising the steps of: a. pouring Portland cement mortar into a mold in which a plurality of layers of steel mesh are positioned with steel bars sandwiched in-between, wherein said layers of steel mesh and said sandwiched steel bars are positioned before said mortar has hardened, to form a ferro-cement structure having a thickness of from about one-half inch to about one and one-half inches and having first and second about parallel sides; b. curing said ferro-cement structure; c. etching said mortar on said first side with an about 15% solution of hydrochloric acid; d. rinsing said first side with water until said hydrochloric acid solution is removed therefrom; e. allowing said first side to thoroughly dry; f. applying a coat of epoxy resin to said first side; g. allowing said epoxy resin to partially cure; h. applying a thickness of glass fiber reinforced plastic to said partially cured epoxy resin; and i. allowing said epoxy resin to completely cure.
Claim 2
Independent Claim 169 words
A method for making an impact resistant structural material comprising the steps of: a. pouring Portland cement mortar into a mold in which a plurality of layers of steel mesh are positioned with steel bars sandwiched in-between, wherein said layers of steel mesh and said sandwiched steel bars are positioned before said mortar has hardened, to form a ferro-cement structure having a thickness of from about one-half inch to about one and one-half inches and having first and second about parallel sides; b. curing said ferro-cement structure; c. etching said mortar on said first side with an about 15% solution of hydrochloric acid; d. rinsing said first side with water until said hydrochloric acid solution is removed therefrom; e. allowing said first side to thoroughly dry; f. applying a coat of epoxy resin to said first side; g. allowing said epoxy resin to partially cure; h. applying a thickness of glass fiber reinforced plastic to said partially cured epoxy resin; and i. allowing said epoxy resin to completely cure.

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1979-10-05 1980-04-05 1980-10-05 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1983-10-05 1984-04-05 1984-10-05 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1987-10-05 1988-04-05 1988-10-05 $7700.00 Window Closed / Lapsed

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