Module sections, modules and formwork for making insulated concrete walls

Claim 2

A formwork module section, made of foam plastic material, said section being adapted to serve as one wall of a module of a formwork used in the molding of an insulated concrete wall, said section comprising: (a) a panel having an outer face and an inner face, an upper edge and a lower edge; (b) spaced ribs solid with said panel and projecting from said panel inner face between said edges, each of said ribs having an upper end and a lower end; (c) insert embedded, each in one of said ribs, said inserts being formed with tie-rod receiving-and-locking apertures, said apertures being located at said upper and lower ends of said ribs and short of said panel upper and lower edges; and (d) said inserts being channel-shaped members having ends projecting beyond the upper and lower ends of said ribs, each channel-shaped member having a central web formed with holes through said member projecting ends, and said holes defining said tie-rods receiving-and-locking apertures.

Claim 3

A module section as claimed in claim 1, wherein said holes are elongated slots.

Claim 4

A module section as claimed in claim 1, wherein said ribs each has a longitudinal flat tip away from said inner face, wherein said ribs have slopes inclined inwardly from said panel edges toward said flat tips and wherein said ribs upper and lower ends are formed by notches cut through said slopes.

Claim 5

A formwork module comprising a pair of formwork module sections as claimed in claim 1, said sections being disposed in mirror position; said formwork module further comprising: tie rods having hooked ends lockingly engaged into said holes, said hooked ends defining open recesses engaged over portions of said channel-shaped members circumbscribing said holes.

Claim 6

A formwork for making an insulated concrete wall and comprising a pair of modules as claimed in claim 4, stacked one upon the other with opening tie-rods thereof disposed one above the other, in pairs, said formwork further comprising: coupling rods having hooked ends, said hooked ends interlocking with the tie-rods of said pairs of tie-rods for preventing vertical separation of said formwork modules as concrete is being poured into said formwork.

Claim 7

A formwork as claimed in claim 5, wherein said tie-rods of a pair slightly bend toward one another at the centers thereof to form nicks and said hooked ends of said coupling rods engage into said nicks.

Claim 8

A formwork as claimed in claim 5, further comprising reinforcing bar supports in the form of support rods fixed to said coupling rods between said tie-rods, the ends of said support rods being bent in the form of troughs for the lodging of reinforcement bars.

Claim 9

A formwork module for making an insulated concrete wall and comprising a pair of formwork module sections disposed in mirror position and stacked one upon the other comprising: (a) each section including: i. a panel having an outer face and an inner face, an upper edge and a lower edge, ii. spaced ribs solid with said panel and projecting from said panel inner face between said edges, each of said ribs having an upper end and a lower end, iii. inserts embedded, each in one of said ribs, said inserts being formed with tie-rod receiving-and-locking apertures, said apertures being located at said upper and lower ends of said ribs and short of said panel upper and lower edges, and iv. said inserts being tubular members having hollowed ends opening at the upper and lower ends of said ribs, said hollowed ends defining said ties-rod receiving-and-locking apertures; (b) tie rods disposed one above the other, in pairs, adjoining each pair of modules, the tie rods having hooked ends lockingly engaged into said hollowed ends of said tubular members, said hooked ends being formed of an inner part, flatly engaging the bores of said hollow ends, and of an inclined terminal part in edge-butting engagement with said bores to prevent withdrawal of said tie-rods from said tubular members; and (c) coupling rods having hooked ends, said hooked ends interlocking with the tie-rod of said pairs of tie-rods for preventing vertical separation of said formwork modules as concrete is being poured into said formwork.

Claim 10

A formwork module for making an insulated concrete wall and comprising a pair of formwork module sections disposed in mirror position and stacked one upon the other comprising: (a) each section including: i. a panel having an outer face and an inner face, an upper edge and a lower edge, ii. spaced ribs solid with said panel and projecting from said panel inner face between said edges, each of said ribs having an upper end and a lower end, iii. inserts embedded, each in one of said ribs, said inserts being formed with tie-rod receiving-and-locking apertures, said apertures being located at said upper and lower ends of said ribs and short of said panel upper and lower edges, and iv. said inserts being tubular members having hollowed ends opening at the upper and lower ends of said ribs, said hollowed ends defining said ties-rod receiving-and-locking apertures; (b) tie rods disposed one above the other, in pairs, adjoining each pair of modules, the tie rods having hooked ends lockingly engaged into said hollowed ends of said tubular members, said hooked ends being formed of an inner part, flatly engaging the bores of said hollow ends, and of an inclined terminal part in edge-butting engagement with said bores to prevent withdrawal of said tie-rods from said tubular members; and (c) coupling rods having hooked ends, said hooked ends interlocking with the tie-rod of said pairs of tie-rods for preventing vertical separation of said formwork modules as concrete is being poured into said formwork.

Claim 11

A formwork as claimed in claim 8, wherein said tie-rods of a pair slightly bend toward one another at the centers thereof to form nicks and said hooked ends of said coupling rods engage into said nicks.

Claim 12

A formwork as claimed in claim 8, further comprising reinforcing bar supports in the form of support rods fixed to said coupling rods between said tie-rods, the ends of said support rods being bent in the form of troughs for the lodging of reinforcement bars.