US4057967A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Reinforced ice matrix
Assignee: Sunoco Inc R&M
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Filing: 1976-05-14
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Granted: 1977-11-15
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Expires: 1996-05-14
Abstract
Abstract A system for preventing a surface ice sheet from cracking and failing under a load based upon the principle of counteracting lateral tension forces in the lower portion of the ice sheet. A matrix of cables is placed on the bottom surface of the ice, and the ends of the cables are anchored on the top surface of the ice. As new ice forms, the matrix becomes embedded in the ice sheet and reinforces it in tension.
Inventors
- 👤 William L. Hill
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-07 18:32
CPC Classifications
E; E02; E02B; E02B17/00; E02B17/02; E02B17/028; F; F25; F25C; F25C1/00; F25C1/02
Claims Analysis
Total Claims: 15
Claim 1
Independent Claim
97 words
An ice matrix designed to increase the load bearing capacity of an ice sheet and comprising: a. an ice sheet which, upon having a load placed on its surface, forms compressive stresses in its upper half and tensile stresses in its lower half; and b. a plurality of structural members having substantially all of their lengths which extend in a substantially horizontal direction embedded in the tensile stressed lower half portion of the ice sheet in a substantially horizontal direction to reinforce the ice sheet in tension, thereby increasing the load bearing capacity of the ice sheet.
Claim 2
Dependent Claim
97 words
An ice matrix designed to increase the load bearing capacity of an ice sheet and comprising: a. an ice sheet which, upon having a load placed on its surface, forms compressive stresses in its upper half and tensile stresses in its lower half; and b. a plurality of structural members having substantially all of their lengths which extend in a substantially horizontal direction embedded in the tensile stressed lower half portion of the ice sheet in a substantially horizontal direction to reinforce the ice sheet in tension, thereby increasing the load bearing capacity of the ice sheet.
Claim 3
Dependent Claim
22 words
An ice matrix as specified by claim 1 wherein the structural members are in the lower half of the tensile stressed half.
Claim 4
Dependent Claim
15 words
An ice matrix as set forth in claim 2 wherein said structural members are cables.
Claim 5
Dependent Claim
19 words
An ice matrix as set forth in claim 3 wherein said plurality of structural members form a rectangular matrix.
Claim 6
Dependent Claim
29 words
An ice matrix as set forth in claim 4 wherein said cables have baffle members positioned along their length to assist in anchoring the cables within the ice sheet.
Claim 7
Dependent Claim
40 words
An ice matrix as set forth in claim 5 wherein said cables are attached to ice anchors at their ends, and the ice anchors are embedded in the surface of the ice sheet around the area designed to be loaded.
Claim 8
Independent Claim
80 words
A method of increasing the load bearing capacity of an ice sheet and comprising the following steps: a. placing a plurality of structural members under an existing ice sheet to reinforce the tensile bearing strength of the bottom of the ice sheet; and b. allowing an additional layer of ice to form under the structural members such that the structural members are embedded in the ice sheet near its bottom to reinforce the tensile bearing strength of the ice sheet.
Claim 9
Independent Claim
80 words
A method of increasing the load bearing capacity of an ice sheet and comprising the following steps: a. placing a plurality of structural members under an existing ice sheet to reinforce the tensile bearing strength of the bottom of the ice sheet; and b. allowing an additional layer of ice to form under the structural members such that the structural members are embedded in the ice sheet near its bottom to reinforce the tensile bearing strength of the ice sheet.
Claim 10
Dependent Claim
101 words
A method as set forth in claim 7 and including the step of anchoring each end of the structural bearing members to the surface of the ice sheet around the periphery of the load bearing area of the ice sheet, whereby each structural member is anchored to the surface of the ice sheet on one side of the load bearing area, and then passes under the ice sheet at its load bearing area to the other side of the load bearing area where it is brought to the surface of the ice sheet and the other end is anchored securely therein.
Claim 11
Dependent Claim
31 words
A method as set forth in claim 8 wherein the step of placing a plurality of structural members includes the step of placing a plurality of cables under the ice sheet.
Claim 12
Dependent Claim
40 words
A method as set forth in claim 9 and including the step of placing a plurality of baffles along the length of each structural member so that the baffles assist in anchoring the structural member securely within the ice sheet.
Claim 13
Independent Claim
73 words
A method of increasing the load bearing capacity of an ice sheet and comprising the following steps: a. cutting trenches in the ice sheet into its tensile stressed half and almost to the bottom of the ice sheet; b. placing structural reinforcing members in the cut trenches; c. allowing the trenches to fill with water and refreeze, whereby the structural members will reinforce the ice sheet in tension in its tensile stressed half.
Claim 14
Independent Claim
73 words
A method of increasing the load bearing capacity of an ice sheet and comprising the following steps: a. cutting trenches in the ice sheet into its tensile stressed half and almost to the bottom of the ice sheet; b. placing structural reinforcing members in the cut trenches; c. allowing the trenches to fill with water and refreeze, whereby the structural members will reinforce the ice sheet in tension in its tensile stressed half.
Claim 15
Dependent Claim
27 words
A method as set forth in claim 11 wherein the step of cutting trenches includes the step of cutting trenches to form a matrix of cut trenches.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1980-11-14 | 1981-05-16 | 1981-11-15 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1984-11-14 | 1985-05-16 | 1985-11-15 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1988-11-14 | 1989-05-16 | 1989-11-15 | $7700.00 | Window Closed / Lapsed |