US4303355A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Adjustable anchored bulkhead system
Assignee: Individual
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Filing: 1980-01-17
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Granted: 1981-12-01
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Expires: 2000-01-17
Abstract
Abstract The invention relates to a system for providing limited stresses for anchored bulkhead's elements. An automatic stress controlling device is positioned between front and rear steel bearing plates and comprises a brittle component such as concrete, adjacent a flexible core of lead. If the system experiences excessively high stress, the concrete breaks giving a visual indication of the condition, while the lead permits the device to yield. A strain gauge can also be electrically connected to a remote panel for monitoring.
Inventors
- 👤 Charles K. Vilcinskas
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-07 13:19
CPC Classifications
E; E02; E02D; E02D5/00; E02D5/74; E02D5/76
Claims Analysis
Total Claims: 7
Claim 1
Independent Claim
119 words
An adjustably anchored bulkhead system for retaining soil, having tie rods for holding the bulkhead in place, wherein means are provided for indicating when said tie rods are subjected to excess stresses, said system having provision for relieving the excess stress to allow the movement of the bulkhead while maintaining tension in the tie rods, wherein said means for indicating excess stresses include a replaceable device located between the bulkhead and the end of a tie rod, said device including a brittle component designed to fracture when the tie rod is subjected to excess stress, and a yieldable component which is subjected to stress when said brittle component has fractured and which yields to allow movement of the bulkhead.
Claim 2
Dependent Claim
119 words
An adjustably anchored bulkhead system for retaining soil, having tie rods for holding the bulkhead in place, wherein means are provided for indicating when said tie rods are subjected to excess stresses, said system having provision for relieving the excess stress to allow the movement of the bulkhead while maintaining tension in the tie rods, wherein said means for indicating excess stresses include a replaceable device located between the bulkhead and the end of a tie rod, said device including a brittle component designed to fracture when the tie rod is subjected to excess stress, and a yieldable component which is subjected to stress when said brittle component has fractured and which yields to allow movement of the bulkhead.
Claim 3
Dependent Claim
12 words
A system according to claim 1, wherein said brittle component is concrete.
Claim 4
Dependent Claim
12 words
A system according to claim 1, wherein said yieldable component is lead.
Claim 5
Dependent Claim
29 words
A system according to claim 1, wherein said means for indicating stresses include a strain gauge, and wherein said tie rods are adjustable to allow movement of the bulkhead.
Claim 6
Dependent Claim
22 words
A system according to claim 4, wherein said strain gauge is located at a point on said bulkhead subjected to bending movements.
Claim 7
Dependent Claim
16 words
A system according to claim 4, wherein said strain gauge is located on a tie rod.
References Cited (Backward Citations)
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1984-11-30 | 1985-06-01 | 1985-12-01 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1988-11-30 | 1989-06-01 | 1989-12-01 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1992-11-30 | 1993-06-01 | 1993-12-01 | $7700.00 | Window Closed / Lapsed |