A TIMBER FRAME PANEL
The invention related to a timber frame panel (100) comprising a top rail (102) and an opposing a base rail (104); and a first stud (106) and an opposing second stud (108). The first stud is connected at a first end to the base rail and at a second, opposite, end to the top rail. The second stud is...
Saved in:
Main Authors | , |
---|---|
Format | Patent |
Language | English French German |
Published |
28.06.2023
|
Subjects | |
Online Access | Get full text |
Cover
Loading…
Summary: | The invention related to a timber frame panel (100) comprising a top rail (102) and an opposing a base rail (104); and a first stud (106) and an opposing second stud (108). The first stud is connected at a first end to the base rail and at a second, opposite, end to the top rail. The second stud is connected at a first end to the base rail and at a second, opposite, end to the top rail. The panel also has a first mid rail (120), which first mid rail is connected at a first end to the first stud, is connected at a second, opposite, end to the second stud and wherein the first mid rail is substantially parallel to the top rail and the base rail. The panel further includes a first diagonal brace (126) connected at a first end to the base rail and connected at a second, opposite, end to the first mid rail; and a second diagonal brace (128) connected at a first end to the top rail and connected at a second, opposite, end to the first mid rail. The first end of the first diagonal brace is connected to the base rail by means of a first nail plate (138). The first end of the second diagonal brace is connected to the top rail by means of a second nail plate (140). The second ends of each of the first diagonal brace and the second diagonal brace are connected to the first mid rail by means of a third nail plate (142). The panel has a characteristic directional load resistance to forces applied directly against the first stud at or adjacent the top rail, wherein the characteristic directional load resistance is at least 1.5 kN. |
---|---|
Bibliography: | Application Number: EP20220215969 |