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US4099360A Expired / Lapsed US ⏱️ 0.0 years remaining

Method and device for joining concrete bodies and method of constructing a multi-story building

Assignee: CCL Systems Ltd
•
Filing: 1976-05-13
•
Granted: 1978-07-11
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Expires: 1996-05-13
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Abstract

Abstract A method of erecting multi-story buildings by joining spaced elongated vertical columns of concrete. The method comprises providing a screw threaded metal socket in the face of each column to be connected. The socket of one column has a thread opposite in direction to that of the socket in the other column. One column is disposed over the other with the mouth of the sockets aligned. An elongated coupling, having an external threaded portion at each end, with the thread at one portion being opposite to the direction of the thread in the other portion and including an intermediate portion having a grip surface, is disposed between the sockets and rotated via its grip surface while the columns are spaced so as to simultaneously screw the threaded portions into the corresponding sockets by a sufficient distance to adjust the spacing between the sockets such that the upper column remains spaced above the lower column but supported thereon by the connection between the sockets and the coupling, with the spacing between the sockets being defined by the length of the intermediate portion of the coupling.

Inventors

  • 👤 Christopher David Outram

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-01 09:56
CPC Classifications
E; E04; E04B; E04B1/00; E04B1/18; E04B1/20; E04B1/21; E02; E02D; E02D5/00; E02D5/22; E02D5/52; E02D5/523; E04C; E04C5/00; E04C5/16; E04C5/162; E04C5/163; E04C5/165

Claims Analysis

Total Claims: 6
Claim 1
Independent Claim 198 words
A method of joining spaced elongate vertical columns of concrete which comprises providing in a face of each column at least one screw threaded metal socket, the socket in one column having a thread opposite in direction to that in the socket of the other column, positioning one column over the other and spaced therefrom with the mouth of a socket in one column aligned with the mouth of the socket in the other column, locating between the two sockets an elongate coupling having an externally threaded portion at each end and an intermediate portion between the end portions and including a grip surface portion, the thread of one end portion being opposite in direction to that on the other end portion, and rotating the coupling by its grip surface while said columns are spaced so as to simultaneously screw the threaded portions into the corresponding sockets a sufficient distance to adjust the spacing between said sockets such that the upper column remains spaced above the lower column but supported thereon by the connection between the sockets and the coupling, with the spacing between the sockets being defined by the length of the intermediate portion of the coupling.--
Claim 2
Independent Claim 198 words
A method of joining spaced elongate vertical columns of concrete which comprises providing in a face of each column at least one screw threaded metal socket, the socket in one column having a thread opposite in direction to that in the socket of the other column, positioning one column over the other and spaced therefrom with the mouth of a socket in one column aligned with the mouth of the socket in the other column, locating between the two sockets an elongate coupling having an externally threaded portion at each end and an intermediate portion between the end portions and including a grip surface portion, the thread of one end portion being opposite in direction to that on the other end portion, and rotating the coupling by its grip surface while said columns are spaced so as to simultaneously screw the threaded portions into the corresponding sockets a sufficient distance to adjust the spacing between said sockets such that the upper column remains spaced above the lower column but supported thereon by the connection between the sockets and the coupling, with the spacing between the sockets being defined by the length of the intermediate portion of the coupling.--
Claim 3
Dependent Claim 49 words
A method according to claim 1, which also comprises swaging an unthreaded portion of each socket on to the end of respective concrete reinforcing bars, and casting a body of concrete about at least one of the bars such that at least the mouth of each socket is accessible.
Claim 4
Dependent Claim 19 words
A method according to claim 2, wherein the columns are for use in the construction of a multi-storey structure.--
Claim 5
Dependent Claim 30 words
A method according to claim 3, wherein three couplings and three pairs of opposed sockets are used to connect the two columns, the sockets being arranged in a triangular array.
Claim 6
Dependent Claim 13 words
A method according to claim 4 wherein said multi-storey structure is a building.--

References Cited (Backward Citations)

FR708726A Cited
GB452520A Cited
GB689167A Cited
US2724261A Cited
DE962932C Cited
US3300943A Cited
US3562979A Cited
US3613325A Cited
US3916592A Cited
US3737955A Cited
DE2205772A1 Cited
US3867805A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1981-07-10 1982-01-09 1982-07-11 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1985-07-10 1986-01-09 1986-07-11 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1989-07-10 1990-01-09 1990-07-11 $7700.00 Window Closed / Lapsed

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