US5018919A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Combined rigid profile and stretching roof bolt with expansion element
Assignee: Bergwerksverband GmbH
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Filing: 1990-03-12
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Granted: 1991-05-28
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Expires: 2010-03-12
Abstract
Abstract In rock or roof bolts, in particular combined rigid profile and stretch or strain roof bolts, the bolt bar, except for the bar tip is surrounding by a sheathing tube and the end thereof projecting out of the drillhole mouth is made tensionable with respect to the rock by means of an anchor plate and a screw means. To ensure the immediate loadbearing capability of such a roof or rock bolt, in particular in the filling mortar method, at least one portion (5) of the sheathing tube (3) is provided as expansion element with cutouts (7) distributed into slots (8) and the bolt tip (2) is formed as abutment.
Inventors
- 👤 Peter Stephan
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-10-30 07:42
CPC Classifications
F; F16; F16B; F16B13/00; F16B13/04; F16B13/06; F16B13/061; E; E21; E21D; E21D21/00; E21D21/0026
Claims Analysis
Total Claims: 8
Claim 1
Independent Claim
137 words
A roof bolt adapted to be inserted in a bolt bore for securing drifts and rooms in mining and tunnel construction characterized by a bolt bar having a bolt tip rigidly affixed to one end thereof and a force element at the opposite end of said bolt bar; walls defining a hollow, collapsible sheathing tube mounted on said bolt bar intermediate said bolt tip and said force element and adapted to collapse when said force element is moved toward said bolt tip, and wherein said sheathing tube has a plurality of spaced circumferential rows of cutouts which open into slots formed in the walls of said sheathing tube to cause said tube to have a plurality of rows of radially extending elements adapted to engage the walls of said bolt bore when said sheathing tube is collapsed.
Claim 2
Dependent Claim
137 words
A roof bolt adapted to be inserted in a bolt bore for securing drifts and rooms in mining and tunnel construction characterized by a bolt bar having a bolt tip rigidly affixed to one end thereof and a force element at the opposite end of said bolt bar; walls defining a hollow, collapsible sheathing tube mounted on said bolt bar intermediate said bolt tip and said force element and adapted to collapse when said force element is moved toward said bolt tip, and wherein said sheathing tube has a plurality of spaced circumferential rows of cutouts which open into slots formed in the walls of said sheathing tube to cause said tube to have a plurality of rows of radially extending elements adapted to engage the walls of said bolt bore when said sheathing tube is collapsed.
Claim 3
Dependent Claim
48 words
The roof bolt according to claim 1 further characterized in that the cutouts formed in said sheathing tube are centrally formed within said slots and said cutouts have polygonal geometrical shapes having at least two sides which form an angle with the longitudinal axis of said bolt bar.
Claim 4
Dependent Claim
19 words
The roof bolt according to claim 1 characterized in that said sheathing tube is formed as a unitary element.
Claim 5
Dependent Claim
42 words
The roof bolt according to claim 1 characterized in that said sheathing tube includes an inner portion adjacent said bolt tip having said spaced circumferential rows of cutouts and slots and an outer portion adjacent said force element having a solid wall.
Claim 6
Dependent Claim
24 words
The roof bolt according to claim 4 characterized in that the inner portion of the sheathing tube has a plurality of individual collapsible elements.
Claim 7
Dependent Claim
30 words
The roof bolt according to claim 5 characterized in that the individual elements comprising the inner portion of said sheath each have at least one row of circumferentially arranged cutouts.
Claim 8
Dependent Claim
38 words
The roof bolt according to claim 1 further characterized in that the edges defining said cutouts and slots are tapered so as to form a plurality of radially extending sharp edges when said sheathing tube has been collapsed.
References Cited (Backward Citations)
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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) | 1994-05-27 | 1994-11-26 | 1995-05-28 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1998-05-27 | 1998-11-26 | 1999-05-28 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 2002-05-27 | 2002-11-26 | 2003-05-28 | $7700.00 | Window Closed / Lapsed |