Patent US4091628A successfully refreshed from Google Patents.
US4091628A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Prestressed elastic arched mine roof support
Assignee: Individual
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Filing: 1977-02-25
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Granted: 1978-05-30
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Expires: 1997-02-25
Abstract
Abstract An arched roof support for a mine opening essentially includes an elastic plate member with a preselected curvature across its length employed for establishing a prestressed emplacement into a load-bearing contact along the middle portion of the roof stratum of the mine opening. The material forming the plate member is selected for withstanding an elastic deformation force to maintain the prestressed emplacement which is effected by the elevated support of one or both sides of the plate member along or toward side ribs of the mine opening. As anchoring means, the side edges of the plate member are either supported solely by the ribs of the mine opening or additional support is supplied by roof bolts, rib bolts or props having an adjustable length. A hydraulic or mechanical actuator is used to elevate one or both side edges of the plate member to its emplacement elevation whereby the side edges have been raised to between two-thirds to three-quarters of the height of the mine opening or at the roof surface. In a further embodiment, roof bolts are used solely for the prestressed emplacement of an elastic plate member onto the roof stratum or side rib. The pre-formed shape of the elastic arched plate is parabolic, elliptical or a combination of convex and concave configurations. Apparatus for producing the pre-formed shape of the plate is disclosed as well as various forms of anchor means and support props.
Inventors
- 👤 Jay Hilary Kelley
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-02 13:53
CPC Classifications
E; E21; E21D; E21D11/00
Claims Analysis
Total Claims: 18
Claim 1
Independent Claim
104 words
A support for a surface of a mine opening, said support comprising a elongated plate member having a preselected downwardly-concave curvature along the length thereof and a sufficient tensile strength to withstand elastic flattening of the middle portion of the plate member from said preselected curvature into prestressed contact against the surface of the mine opening, and prestressing emplacement means including bolt members anchored in the mine strata to engage said plate member at distally-spaced points from the middle portion of said plate member to elastically flatten said plate member by compressively stressing a face surface thereof against the surface of said mine opening.
Claim 2
Dependent Claim
104 words
A support for a surface of a mine opening, said support comprising a elongated plate member having a preselected downwardly-concave curvature along the length thereof and a sufficient tensile strength to withstand elastic flattening of the middle portion of the plate member from said preselected curvature into prestressed contact against the surface of the mine opening, and prestressing emplacement means including bolt members anchored in the mine strata to engage said plate member at distally-spaced points from the middle portion of said plate member to elastically flatten said plate member by compressively stressing a face surface thereof against the surface of said mine opening.
Claim 3
Dependent Claim
21 words
The support according to claim 1 further comprising a compression member between each of said bolt members and said plate member.
Claim 4
Dependent Claim
42 words
The support according to claim 2 wherein said compression member engages said plate to distribute imposed deformation forces developed by said bolt members, the bolt members at opposite ends of the plate member diverging along their projected length into the mine strata.
Claim 5
Dependent Claim
140 words
A support for the roof and side rib surfaces of a mine opening, said support comprising an elongated plate member having a preselected curvature along the length thereof and a sufficient tensile strength to withstand elastic flattening of the middle portion of the plate member from said preselected curvature into prestressed contact against the roof surface of the mine opening, and prestressing emplacement means engaging the ends of said plate member to at least maintain elastic flattening of the central curved portion of said plate member by compressively stressing a face surface thereof against the roof surface of said mine opening while developing a horizontal thrust by a reactive component to the prestressing force, said prestressing emplacement means being carried by side rib surfaces of the mine opening to impose said horizontal thrust against said rib surfaces for support thereof.
Claim 6
Dependent Claim
140 words
A support for the roof and side rib surfaces of a mine opening, said support comprising an elongated plate member having a preselected curvature along the length thereof and a sufficient tensile strength to withstand elastic flattening of the middle portion of the plate member from said preselected curvature into prestressed contact against the roof surface of the mine opening, and prestressing emplacement means engaging the ends of said plate member to at least maintain elastic flattening of the central curved portion of said plate member by compressively stressing a face surface thereof against the roof surface of said mine opening while developing a horizontal thrust by a reactive component to the prestressing force, said prestressing emplacement means being carried by side rib surfaces of the mine opening to impose said horizontal thrust against said rib surfaces for support thereof.
Claim 7
Dependent Claim
64 words
The support according to claim 4 wherein for each opposing side edges of said elongated plate member said prestressing emplacement means includes an elongated member having a retainer projecting on one face surface to engage a side edge of said plate member, and anchor means projecting at spaced-apart locations from the opposite face surface for support by a side rib of the mine opening.
Claim 8
Dependent Claim
41 words
The support according to claim 5 wherein said elongated ember includes a plate supported by a side rib of the mine opening while each such plate is adjoined by a further plate extending along the roof surface of the mine opening.
Claim 9
Dependent Claim
48 words
The support according to claim 4 wherein said prestressing emplacement means includes an I-shaped carrier beam having a web section including a retainer bar to position and carry a side edge of said plate member while at least partly supported by a side rib of the mine opening.
Claim 10
Dependent Claim
26 words
The support according to claim 7 further comprising actuator means to elevate a side edge of the plate member for prestressed emplacement of said plate member.
Claim 11
Dependent Claim
43 words
The support according to claim 8 further comprising a post member extending along each side rib between a side edge of said plate member and the floor of the mine opening for maintaining prestressed emplacement of said plate member by said actuator means.
Claim 12
Dependent Claim
42 words
The support according to claim 4 further comprising duct means carried by said plate member to extend along a face surface thereof within an open free space between the preselected curvature of said plate member and the roof of the mine opening.
Claim 13
Independent Claim
158 words
A method for supporting the surface of a wall in a mine opening, said method including the steps of selecting a support plate having a desired width and a generally arch-shaped configuration along the length thereof, arranging the selected support plate such that the curved ends to the arch-shaped configuration curve outwardly from the surface of the wall in the same opening while the central midportion of the support plate contacts the surface of the wall in the mine opening, and elastically flattening the central midportion of the support plate along the width thereof against the surface of the mine opening by directing a force upon at least one end of the support plate in a direction toward the surface of the mine opening which contacts the central midportion of the support plate to thereby compressively stress the central midportion of the plate and emplace the support plate under prestressing force against the surface of the mine opening.
Claim 14
Independent Claim
158 words
A method for supporting the surface of a wall in a mine opening, said method including the steps of selecting a support plate having a desired width and a generally arch-shaped configuration along the length thereof, arranging the selected support plate such that the curved ends to the arch-shaped configuration curve outwardly from the surface of the wall in the same opening while the central midportion of the support plate contacts the surface of the wall in the mine opening, and elastically flattening the central midportion of the support plate along the width thereof against the surface of the mine opening by directing a force upon at least one end of the support plate in a direction toward the surface of the mine opening which contacts the central midportion of the support plate to thereby compressively stress the central midportion of the plate and emplace the support plate under prestressing force against the surface of the mine opening.
Claim 15
Independent Claim
193 words
A method for supporting the roof stratus of a mine opening, said method including the steps of: selecting a generally arch-shaped support plate having a desired length and a width reduced by the arched configuration thereof to approximately correspond to the distance between the side ribs of the mine opening, arranging the selected support plate such that the curved ends to the arch-shaped configuration curve downwardly from the roof stratum of the mine opening while the central midportion of the support plate contacts the roof stratum, elastically flattening the central midportion of the support plate along the length thereof against the roof stratum by directing a force upon at least one end of the support plate in a direction toward the roof stratum to thereby compressively stress the central midportion of the support plate and emplace the support plate under a prestressing force against the roof stratum while developing a horizontal thrust as a reaction component to the prestressing force, and using the side ribs of the mine opening to anchor the emplaced support plate while imposing said horizontal thrust on the side ribs to support at least part of the surfaces thereof.
Claim 16
Independent Claim
193 words
A method for supporting the roof stratus of a mine opening, said method including the steps of: selecting a generally arch-shaped support plate having a desired length and a width reduced by the arched configuration thereof to approximately correspond to the distance between the side ribs of the mine opening, arranging the selected support plate such that the curved ends to the arch-shaped configuration curve downwardly from the roof stratum of the mine opening while the central midportion of the support plate contacts the roof stratum, elastically flattening the central midportion of the support plate along the length thereof against the roof stratum by directing a force upon at least one end of the support plate in a direction toward the roof stratum to thereby compressively stress the central midportion of the support plate and emplace the support plate under a prestressing force against the roof stratum while developing a horizontal thrust as a reaction component to the prestressing force, and using the side ribs of the mine opening to anchor the emplaced support plate while imposing said horizontal thrust on the side ribs to support at least part of the surfaces thereof.
Claim 17
Dependent Claim
34 words
The method according to claim 12 including the further step of arranging props to extend between the mine floor and the side edges of said support plate for supporting the latter after emplacement thereof.
Claim 18
Dependent Claim
41 words
The method according to claim 12 wherein said step of elastically flattening including applying upward forces to each of opposed ends of the support plate to compressively stress the central midportion of the plate and emplace the plate under prestressing force.
References Cited (Backward Citations)
SU262051A1
Cited
US730677A
Cited
US1229323A
Cited
US1451840A
Cited
US2398130A
Cited
US2510593A
Cited
US2667037A
Cited
US2682152A
Cited
GB1175061A
Cited
GB1227317A
Cited
DE2429805A1
Cited
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1981-05-29 | 1981-11-28 | 1982-05-30 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1985-05-29 | 1985-11-28 | 1986-05-30 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1989-05-29 | 1989-11-28 | 1990-05-30 | $7700.00 | Window Closed / Lapsed |