US4880204A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Load transmitting device
Assignee: Rapid Metal Developments Ltd
•
Filing: 1988-07-12
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Granted: 1989-11-14
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Expires: 2008-07-12
Abstract
Abstract A load transmitting device for use in transmitting load from a tie rod to a beam used as a support for a concrete casting formwork, has a bridging member which bridges between adjacent lateral flanges of the beam, and restraint means acting between the bridging member and a surface of the beam facing oppositely to the flange surfaces bridged by said member, in such a manner as to resist bending of the flanges engaged by the bridging member as a result of bending force applied to the bridging member by the tie rod loading the flanges at right angles to the longitudinal direction of the beam.
Inventors
- 👤 Raymond E. Steele
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-07 21:44
CPC Classifications
E; E04; E04G; E04G17/00; E04G17/04; E04G17/047; E04G17/06; E04G17/065; E04G17/0651; E04G17/0652; F; F16; F16B; F16B2200/00; F16B2200/50; F16B2200/509; Y; Y10; Y10S; Y10S269/00; Y10S269/904
Claims Analysis
Total Claims: 4
Claim 1
Independent Claim
259 words
A load transmitting device for use in transmitting load from a tie rod to a beam used as a support for a concrete casting formwork, said beam having at least one web member with oppositely extending adjacent lateral flanges at one end of the web member, each lateral flange having a free end portion which extends towards an end of the web member opposite said one end, said device comprising a bridging member having a dimension to bridge between and overlie outer surfaces of the adjacent lateral flanges of the beam, and restraint means acting, in use, between said bridging member and a surface of the beam facing generally oppositely to said surfaces overlaid by the bridging member in such a manner as to resist bending of said lateral flanges as a result of bending force applied to the bridging member by a tie rod loading the lateral flanges at a right angle to the longitudinal direction of the beam, the restraint means being shaped so as to provide surfaces which lodge, in use, under the free end portions of the adjacent lateral flanges in order to resist said bending of the flanges, wherein the bridging member is a plate and the restraint means are generally U-shaped members having a base and respective arms at opposite ends of the base, said U-shaped members embrace the plate and the free end portions of said adjacent lateral flanges and wherein the U-shaped members are secured to the bridging member by screw means extending through the base and into the bridging member.
Claim 2
Dependent Claim
259 words
A load transmitting device for use in transmitting load from a tie rod to a beam used as a support for a concrete casting formwork, said beam having at least one web member with oppositely extending adjacent lateral flanges at one end of the web member, each lateral flange having a free end portion which extends towards an end of the web member opposite said one end, said device comprising a bridging member having a dimension to bridge between and overlie outer surfaces of the adjacent lateral flanges of the beam, and restraint means acting, in use, between said bridging member and a surface of the beam facing generally oppositely to said surfaces overlaid by the bridging member in such a manner as to resist bending of said lateral flanges as a result of bending force applied to the bridging member by a tie rod loading the lateral flanges at a right angle to the longitudinal direction of the beam, the restraint means being shaped so as to provide surfaces which lodge, in use, under the free end portions of the adjacent lateral flanges in order to resist said bending of the flanges, wherein the bridging member is a plate and the restraint means are generally U-shaped members having a base and respective arms at opposite ends of the base, said U-shaped members embrace the plate and the free end portions of said adjacent lateral flanges and wherein the U-shaped members are secured to the bridging member by screw means extending through the base and into the bridging member.
Claim 3
Dependent Claim
44 words
A device according to claim 1 wherein one arm of at least one of the U-shaped members converges towards the base and the free end portion of one of said adjacent lateral flanges lodges in the junction between said one arm and said base.
Claim 4
Dependent Claim
46 words
A device according to claim 1 wherein the beam comprises opposed spaced web members and the bridging member is provided on one side thereof with spacing means positioned so as, in use, to fit and maintain the spacing between respective opposed web members of the beam.
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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) | 1992-11-13 | 1993-05-15 | 1993-11-14 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1996-11-13 | 1997-05-15 | 1997-11-14 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 2000-11-13 | 2001-05-15 | 2001-11-14 | $7700.00 | Window Closed / Lapsed |