US4122681A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Mine roof support assembly
Assignee: Excel Mining Systems Inc
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Filing: 1977-09-16
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Granted: 1978-10-31
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Expires: 1997-09-16
Abstract
Abstract A support assembly for a mine roof, or the like, including a bolt carrying a support plate for engagement with the roof surface, an internally threaded cylindrical collar, and an elongated bar. The bar and bolt are threaded into opposite ends of the collar, the bar being threaded to a fixed stop and the bolt being threaded to a deformation at an intermediate point along the length of the collar threads. A conventional resin package is inserted in the bore hole and the assembly inserted behind it with the end of the bar contacting the package to effect rupturing thereof and mixing of the contents. Rotation of the bolt is transmitted through the collar to the bar as the resin components are mixed due to engagement of the bolt with the deformation in the collar threads. After the resin has hardened the bar and collar cannot be further rotated. By application of a torque to the bolt head which exceeds the resistance provided by the thread deformation, the bolt may be advanced to the extent required to hold the support plate tightly against the roof.
Inventors
- 👤 George S. Vass
- 👤 Gerald M. Speidel
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-10-24 08:51
CPC Classifications
E; E21; E21D; E21D21/00; E21D21/008; E21D20/00; E21D20/02; E21D20/025
Claims Analysis
Total Claims: 2
Claim 1
Independent Claim
286 words
A method of reinforcing a rock formation comprising the steps of: (a) forming a hollow collar, open at both ends and having coaxial, internal threads extending from both ends toward the center; (b) striking the external surface of said collar with a die to cause inward deformation of said internal threads to an extent that a predetermined torque is required to produce relative rotation of said collar and an externally threaded member engaged therewith; (c) advancing the externally threaded end of an elongated bolt into one end of said collar until the end of the bolt engages said inward thread deformation; (d) advancing the externally threaded end of an elongated bar into the other end of said collar until fixed stop means prevent further advancement of said bar; (e) drilling a hole of predetermined dimensions into a face of the rock formation; (f) inserting a destructible resin cartridge into said hole; (g) inserting said bar, collar and bolt into said hole behind said cartridge with the bolt head left outside; (h) rotating the bolt head to cause common rotation of said bolt, collar and bar, thereby fracturing said resin cartridge and mixing the contents thereof within the hole around said bar; (i) stopping rotation for a period of time sufficient for the resin mixture to harden about said bar, thereby preventing further rotation of said bar and of said collar in a direction tending to advance said bar further into said collar; and (j) applying to said bolt a torque in excess of said predetermined torque to advance the threaded end of said bolt into said collar past said inward thread deformation and engage the bolt head with structure engaging the face of said rock formation.
Claim 2
Independent Claim
286 words
A method of reinforcing a rock formation comprising the steps of: (a) forming a hollow collar, open at both ends and having coaxial, internal threads extending from both ends toward the center; (b) striking the external surface of said collar with a die to cause inward deformation of said internal threads to an extent that a predetermined torque is required to produce relative rotation of said collar and an externally threaded member engaged therewith; (c) advancing the externally threaded end of an elongated bolt into one end of said collar until the end of the bolt engages said inward thread deformation; (d) advancing the externally threaded end of an elongated bar into the other end of said collar until fixed stop means prevent further advancement of said bar; (e) drilling a hole of predetermined dimensions into a face of the rock formation; (f) inserting a destructible resin cartridge into said hole; (g) inserting said bar, collar and bolt into said hole behind said cartridge with the bolt head left outside; (h) rotating the bolt head to cause common rotation of said bolt, collar and bar, thereby fracturing said resin cartridge and mixing the contents thereof within the hole around said bar; (i) stopping rotation for a period of time sufficient for the resin mixture to harden about said bar, thereby preventing further rotation of said bar and of said collar in a direction tending to advance said bar further into said collar; and (j) applying to said bolt a torque in excess of said predetermined torque to advance the threaded end of said bolt into said collar past said inward thread deformation and engage the bolt head with structure engaging the face of said rock formation.
References Cited (Backward Citations)
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US3674075A
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US3747656A
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US3940941A
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US3967455A
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US4051683A
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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) | 1981-10-30 | 1982-05-01 | 1982-10-31 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1985-10-30 | 1986-05-01 | 1986-10-31 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1989-10-30 | 1990-05-01 | 1990-10-31 | $7700.00 | Window Closed / Lapsed |