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    • 2. 发明申请
    • FENCE PLINTH MEMBER
    • US20190010726A1
    • 2019-01-10
    • US16009840
    • 2018-06-15
    • Gram Engineering Pty Ltd
    • Ronald Leslie Mann
    • E04H17/16
    • Disclosed is a substantially rectangular plinth member for installation at the base of a fence to at least partially close a space between the fence and a ground surface underneath the fence. The plinth member is elongate and comprises a first major surface and an opposite second major surface. The plinth member has a major axis and a minor axis extending perpendicular thereto, the major and minor axes defining a notional centre plane of the plinth member. The plinth member has first and second end margins at its respective opposite ends along the major axis and third and fourth end margins at its respective opposite ends along the minor axis. A plurality of substantially parallel stiffening formations are defined by portions of the plinth member that are displaced from the notional centre plane, extend between the first and second end margins, and are spaced apart between the third and fourth end margins. The stiffening formations are configured such that the plinth member has a greater pressure load bearing capacity when loaded on the first major surface than it has when loaded on the second major surface.
    • 4. 发明授权
    • Fence plinth member
    • US10995519B2
    • 2021-05-04
    • US16009840
    • 2018-06-15
    • Gram Engineering Pty Ltd
    • Ronald Leslie Mann
    • E04H17/16E04H17/06
    • Disclosed is a substantially rectangular plinth member for installation at the base of a fence to at least partially close a space between the fence and a ground surface underneath the fence. The plinth member is elongate and comprises a first major surface and an opposite second major surface. The plinth member has a major axis and a minor axis extending perpendicular thereto, the major and minor axes defining a notional centre plane of the plinth member. The plinth member has first and second end margins at its respective opposite ends along the major axis and third and fourth end margins at its respective opposite ends along the minor axis. A plurality of substantially parallel stiffening formations are defined by portions of the plinth member that are displaced from the notional centre plane, extend between the first and second end margins, and are spaced apart between the third and fourth end margins. The stiffening formations are configured such that the plinth member has a greater pressure load bearing capacity when loaded on the first major surface than it has when loaded on the second major surface.