Patent US4398378A successfully refreshed from Google Patents.
← Back to Patent Explorer
US4398378A Expired / Lapsed US ⏱️ 0.0 years remaining

Building construction system component parts and method for assembling same

Assignee: AUTO-CAST INTERNATIONAL Ltd
•
Filing: 1980-09-24
•
Granted: 1983-08-16
•
Expires: 2000-09-24
📄 Original PDF 🌐 Google Patents 🔄 Sync Now

Abstract

Abstract A system is described for erecting an apartment house or dwelling house from prefabricated components of concrete or other self-hardening materials, the components comprising wall panels, floor panels and reinforcing rods which are grouted together with the reinforcing rods to form joints which result in a finished building structure. The components used in the system and a method for erection of the structure are also described.

Inventors

  • 👤 Charles J. Heitzman

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-07 11:49
CPC Classifications
E; E04; E04B; E04B1/00; E04B1/02; E04B1/04; E04B5/00; E04B5/02; E04B5/04

Claims Analysis

Total Claims: 6
Claim 1
Independent Claim 317 words
A building construction system comprising: (a) a plurality of prefabricated wall panels each constructed of self-hardening material and comprising a substantially flat, elongated, rectangular slab provided therein with a plurality of open, longitudinal cylindrical interior cells for receiving reinforcing rods and grout, at least one longitudinal side of each panel being provided with a substantially half-round channel extending thereacross centrally in the longitudinal direction of the panel to form a cell and permit the introduction of grout when two or more panels are erected and abutting one another; and (b) a plurality of pre-fabricated floor panels, supported by the aforesaid wall panels and constructed of self-hardening material and comprising a substantially flat, elongated, rectangular slab provided with a plurality of open longitudinal, cylindrical interior cells for receiving reinforcing rods, electrical conduit, and the like, at least one longitudinal side of each floor panel being provided with a substantially half round channel extending thereacross centrally in the longitudinal direction of the floor panel to form a cell when two or more floor panels are erected and longitudinally abutt one another, the corresponding upper longitudinal edges thereof being spaced inwardly from the abutting lower longitudinal edges of adjacent panels to facilitate the introduction and retention of grout into substantially cylindrical cells formed by said abutting panels when the grout is introduced from the top of two adjacent floor panels, the transverse ends of each floor panel being notched from the top surface thereof to facilitate the introduction of grout when the ends thereof are supported by and secured to corresponding wall panels by grout and horizontal and vertical tie rods; and (c) horizontal and vertical reinforcing rods respectively disposed within cells of said floor panels and wall panels and connected to one another and rigidly secured therebetween and to said panels by means of grout introduced to the cells and to the junctions between said walls and floor panels.
Claim 2
Dependent Claim 317 words
A building construction system comprising: (a) a plurality of prefabricated wall panels each constructed of self-hardening material and comprising a substantially flat, elongated, rectangular slab provided therein with a plurality of open, longitudinal cylindrical interior cells for receiving reinforcing rods and grout, at least one longitudinal side of each panel being provided with a substantially half-round channel extending thereacross centrally in the longitudinal direction of the panel to form a cell and permit the introduction of grout when two or more panels are erected and abutting one another; and (b) a plurality of pre-fabricated floor panels, supported by the aforesaid wall panels and constructed of self-hardening material and comprising a substantially flat, elongated, rectangular slab provided with a plurality of open longitudinal, cylindrical interior cells for receiving reinforcing rods, electrical conduit, and the like, at least one longitudinal side of each floor panel being provided with a substantially half round channel extending thereacross centrally in the longitudinal direction of the floor panel to form a cell when two or more floor panels are erected and longitudinally abutt one another, the corresponding upper longitudinal edges thereof being spaced inwardly from the abutting lower longitudinal edges of adjacent panels to facilitate the introduction and retention of grout into substantially cylindrical cells formed by said abutting panels when the grout is introduced from the top of two adjacent floor panels, the transverse ends of each floor panel being notched from the top surface thereof to facilitate the introduction of grout when the ends thereof are supported by and secured to corresponding wall panels by grout and horizontal and vertical tie rods; and (c) horizontal and vertical reinforcing rods respectively disposed within cells of said floor panels and wall panels and connected to one another and rigidly secured therebetween and to said panels by means of grout introduced to the cells and to the junctions between said walls and floor panels.
Claim 3
Independent Claim 436 words
A method of constructing a building from prefabricated wall and floor panels said wall panels being constructed of a self-hardening material and comprising a substantially flat, elongated, rectangular slab provided therein with a plurality of open longitudinal cylindrical interior cells for receiving reinforcing rods and grout, at least one longitudinal side of each panel being provided with a substantially half-round channel extending thereacross centrally in the longitudinal direction of the panel to form a cell and permit the introduction of grout when two adjacent panels are erected and abutting one another, at least one end of said panel being provided with a transverse recess communicating with said cells to provide a water stop upon introduction of grout to said cells, and said floor panels being constructed of a self-hardening material, and comprising a substantially flat elongated rectangular slab provided with a plurality of open longitudinal cylindrical interior cells for receiving reinforcing rods, electrical conduit, and the like, at least one longitudinal side of each panel being provided with a substantially half-round channel extending thereacross centrally in the longitudinal direction of the panel to form a cell when two or more panels are erected and longitudinally abutt one another, the corresponding upper longitudinal edges thereof being spaced inwardly from the lower edges of adjacent panels to be abutted to facilitate the introduction and retention of grout into substantially round channels formed by said abutting panels when the grout is introduced from the top of two adjacent floor panels, the transverse ends of said floor panel being notched from the top surface thereof to facilitate the introduction of grout when the ends thereof are supported by and secured to corresponding wall panels by grout and reinforcing rods, said method comprising: (a) pouring a foundation to support said wall panels and upright reinforcing rods adapted to be received by the open cells of said wall panels; (b) tying further upright reinforcing rods to the aforesaid upright reinforcing rods; (c) erecting said wall panels over said reinforcing rods and bracing the same; (d) erecting said floor panels and supporting the same on said wall panels to form a first story; (e) introducing horizontal reinforcing rods between the open cells of opposed floor panels, extending horizontal reinforcing rods across the transverse ends of opposed floor panels and across the transverse ends of said lower wall panels and tying further upright re-enforcing rods to said last named upright reinforcing rods; (f) grouting the joints defined by said wall panels, floor panels and reinforcing rods; and (g) repeating the above procedure until the desired number of stories of the building have been erected.
Claim 4
Independent Claim 436 words
A method of constructing a building from prefabricated wall and floor panels said wall panels being constructed of a self-hardening material and comprising a substantially flat, elongated, rectangular slab provided therein with a plurality of open longitudinal cylindrical interior cells for receiving reinforcing rods and grout, at least one longitudinal side of each panel being provided with a substantially half-round channel extending thereacross centrally in the longitudinal direction of the panel to form a cell and permit the introduction of grout when two adjacent panels are erected and abutting one another, at least one end of said panel being provided with a transverse recess communicating with said cells to provide a water stop upon introduction of grout to said cells, and said floor panels being constructed of a self-hardening material, and comprising a substantially flat elongated rectangular slab provided with a plurality of open longitudinal cylindrical interior cells for receiving reinforcing rods, electrical conduit, and the like, at least one longitudinal side of each panel being provided with a substantially half-round channel extending thereacross centrally in the longitudinal direction of the panel to form a cell when two or more panels are erected and longitudinally abutt one another, the corresponding upper longitudinal edges thereof being spaced inwardly from the lower edges of adjacent panels to be abutted to facilitate the introduction and retention of grout into substantially round channels formed by said abutting panels when the grout is introduced from the top of two adjacent floor panels, the transverse ends of said floor panel being notched from the top surface thereof to facilitate the introduction of grout when the ends thereof are supported by and secured to corresponding wall panels by grout and reinforcing rods, said method comprising: (a) pouring a foundation to support said wall panels and upright reinforcing rods adapted to be received by the open cells of said wall panels; (b) tying further upright reinforcing rods to the aforesaid upright reinforcing rods; (c) erecting said wall panels over said reinforcing rods and bracing the same; (d) erecting said floor panels and supporting the same on said wall panels to form a first story; (e) introducing horizontal reinforcing rods between the open cells of opposed floor panels, extending horizontal reinforcing rods across the transverse ends of opposed floor panels and across the transverse ends of said lower wall panels and tying further upright re-enforcing rods to said last named upright reinforcing rods; (f) grouting the joints defined by said wall panels, floor panels and reinforcing rods; and (g) repeating the above procedure until the desired number of stories of the building have been erected.
Claim 5
Dependent Claim 73 words
A method according to claim 2, wherein when a wall panel is eliminated to form an opening in the structure, the horizontal reinforcing rod between the cells of adjacent floor panels exceeds the length of the opening and bridges the same and an upright reinforcing rod provided with a hook engages and supports a horizontal reinforcing rod extending transversely across the ends of the wall and floor panels to form a joint therebetween.
Claim 6
Dependent Claim 57 words
A method according to claim 2, wherein the joint between the floor and wall panels at the exterior of the building includes horizontal reinforcing rods in the floor panel cells, each with a hooked outer end which engages corresponding upright reinforcing rods in the wall panel cells to form a joint between said wall and floor panels.

References Cited (Backward Citations)

US1543509A Cited
US3286418A Cited
US3645056A Cited
US3491499A Cited
US3596423A Cited
US3832817A Cited
US3855752A Cited
US3818660A Cited
US4285179A Cited
US4010581A Cited
US4147009A Cited
US4295313A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1986-08-15 1987-02-14 1987-08-16 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1990-08-15 1991-02-14 1991-08-16 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1994-08-15 1995-02-14 1995-08-16 $7700.00 Window Closed / Lapsed

Assigned Categories & Tags

No categories assigned to this patent yet.

Assign Category Tag