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US4050261A Expired / Lapsed US ⏱️ 0.0 years remaining

Method of backfilling

Assignee: J W BRETT Inc
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Filing: 1974-06-03
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Granted: 1977-09-27
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Expires: 1994-06-03
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Abstract

Abstract The invention relates to a controlled density fill material and a method of using such fill material in, for examples, the backfilling of sewers, embankments, structures and utility trenches. The material includes Portland cement, fly ash and aggregates. The material, while having some properties of both, is neither a soil nor a concrete.

Inventors

  • 👤 William E. Brewer
  • 👤 Franklin V. Zimmer

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-08 02:44
CPC Classifications
E; E02; E02D; E02D17/00; E02D17/18; C; C04; C04B; C04B18/00; C04B18/04; C04B18/06; C04B18/08; C04B2111/00; C04B2111/00474; C04B2111/00663; C04B2111/00706; Y; Y02; Y02W; Y02W30/00; Y02W30/50; Y02W30/91

Claims Analysis

Total Claims: 6
Claim 1
Independent Claim 106 words
A method of backfilling a conduit wherein the conduit is installed in a trench, the method comprising installing the conduit, placing controlled density fill material over the conduit without compacting such fill material, such controlled density fill material consisting essentially of 2% to 6% be weight of Portland cement, 2 to 10% by weight of flyash, 70 to 90% be weight of aggregate and 5 to 15 % by weight of water, the fill material being sufficiently placeable and flowable that tamping or vibrating is unnecessary and having a concrete comparison 28-day compressive strength of less than 1400 psi, whereby the material may be easily re-excavated.
Claim 2
Independent Claim 106 words
A method of backfilling a conduit wherein the conduit is installed in a trench, the method comprising installing the conduit, placing controlled density fill material over the conduit without compacting such fill material, such controlled density fill material consisting essentially of 2% to 6% be weight of Portland cement, 2 to 10% by weight of flyash, 70 to 90% be weight of aggregate and 5 to 15 % by weight of water, the fill material being sufficiently placeable and flowable that tamping or vibrating is unnecessary and having a concrete comparison 28-day compressive strength of less than 1400 psi, whereby the material may be easily re-excavated.
Claim 3
Dependent Claim 48 words
A method of backfilling according to claim 1, wherein the controlled density fill material consists essentially of 2 to 5% by weight of Portland cement, 2 to 9% by weight of fly ash, 74 to 86% by weight or aggregate and 8 to 13% by weight of water.
Claim 4
Dependent Claim 46 words
A method of backfilling a conduit, according to claim 1, wherein the controlled density fill material consists essentially or about 4% by weight of Portland cement about 2.6% by weight of fly ash, about 82.4% by weight of aggregate and about 11% be weight of water.
Claim 5
Dependent Claim 25 words
A method of back-filling according to claim 1, wherein such cured fill material has a 28-day compressive strength of between 100 psi and 300 psi.
Claim 6
Dependent Claim 26 words
A method of back-filling, according to claim 1, wherein said fly ash is finely divided fly ash which is collected by electrostatic precipitators or mechanical collectors.

References Cited (Backward Citations)

US2250107A Cited
US2414734A Cited
US2527766A Cited
US2622989A Cited
US2945769A Cited
US3719511A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1980-09-26 1981-03-28 1981-09-27 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1984-09-26 1985-03-28 1985-09-27 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1988-09-26 1989-03-28 1989-09-27 $7700.00 Window Closed / Lapsed

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