STEEP SLOPE ROOFING PANEL SYSTEM AND METHOD
    1.
    发明公开

    公开(公告)号:US20240240458A1

    公开(公告)日:2024-07-18

    申请号:US18619901

    申请日:2024-03-28

    申请人: BMIC LLC

    摘要: A steep slope roofing panel system includes an underlayment and a plurality of roofing panels installed atop the underlayment. The panels may be installed to provide both protection from the environment and watershedding. Alternatively, the panels and the underlayment may share the watershedding functions of the roof, with one as a primary watershedding component and the other as an auxiliary watershedding component. The roofing system may be custom manufactured off-site based upon predetermined measurements and characteristics of a roof and its protrusions. Alternatively, the roofing system may be custom manufactured at the job site based upon such measurements and characteristics. Each panel may be assigned to a location on the roof and may include imprinted instructions regarding cutting and/or bending the panel to form flashing, drip edges, or other features, as well as the panel's location and installation sequence on the roof.

    Disassemblable roof framing structure for use on camping trailers, motor-homes and the likes

    公开(公告)号:US20230003020A1

    公开(公告)日:2023-01-05

    申请号:US17367477

    申请日:2021-07-05

    申请人: Daniel Nadeau

    发明人: Daniel Nadeau

    IPC分类号: E04B7/02 B60P3/32

    摘要: A disassemblable roof framing structure for use on camping habitations comprising structural attachment brackets for connecting a transverse beam with an existing frame on the habitation. The attachment brackets are adjustable width-wise by sliding along the length of the transverse beam so as to adjust to the width of the habitation. The transverse beam has one extension member for each end of the transverse beam. The extension members being extendable so as to adjust to the width of the existing frame. The extension members have attachment brackets at their distal ends from which perpendicularly extend vertical studs running upwardly along the side walls of the habitation and up towards the roof of the habitation. Each vertical stud is capped by an interface bracket, and each interface bracket connects to a top beam. There is at least one top beam on each side of the habitation to which are connected triangular rafter frames by way of rafter connector brackets.

    Method for measuring the utilization of the load carrying capacity of the building structural element

    公开(公告)号:US11422056B2

    公开(公告)日:2022-08-23

    申请号:US17220810

    申请日:2021-04-01

    申请人: WiSeNe Sp. Z o.o.

    IPC分类号: G01M5/00 E04B7/02

    摘要: A method is shown for measuring the utilization of the load carrying capacity of a building structural element subject to variable action, including measurements of the rotation angles of cross-sections of this building structural element, wherein the rotation is caused by the variable action, wherein the rotation angles α1 and α2 of the cross-sections of the building structural element around the axis (Z) perpendicular to the longitudinal section of this building structural element are measured in two points (A) and (B) of this building structural element, located symmetrically relative to its transverse axis of symmetry, and subsequently the greater of the measured values of the angles α1 and α2 is used as the measure of the utilization of the load carrying capacity of the building structural element.

    Roof panel system
    7.
    发明授权

    公开(公告)号:US11286665B2

    公开(公告)日:2022-03-29

    申请号:US16773820

    申请日:2020-01-27

    IPC分类号: E04B7/20 E04B7/02

    摘要: The present disclosure provides systems, apparatuses, and methods relating to roof construction. In some embodiments, a roof panel system may include a prefabricated horizontal building frame and a prefabricated roof panel structure. The horizontal building frame component may include a plate having a first aperture. The prefabricated roof panel structure may include two parallel lateral structural members and two parallel transverse structural members, one of the transverse structural members having a second aperture. The system may further include a fastener assembly connecting the horizontal building frame component to the roof panel structure through the first and second apertures.

    Building Structure and Method of Construction

    公开(公告)号:US20220081921A1

    公开(公告)日:2022-03-17

    申请号:US17527138

    申请日:2021-11-15

    申请人: Joel Scilley

    发明人: Joel Scilley

    摘要: A modular building structure that utilizes a standard, unmodified intermodal shipping container both for transport of the structural components and as an integral element of the method of construction. A modular structure kit is enclosed in the shipping container, which can be transported using all means that are standard for ISO containers. Using the preferred method of construction, the shipping container can be situated without heavy equipment. Once situated, the shipping container provides the primary support for a permanent elevated structure composed of unique components, assembled using conventional building techniques without the necessary use of heavy or specialized equipment.

    Method for measuring the utilization of the load carrying capacity of the building structural element

    公开(公告)号:US20210310896A1

    公开(公告)日:2021-10-07

    申请号:US17220810

    申请日:2021-04-01

    申请人: WiSeNe Sp. Z o.o.

    IPC分类号: G01M5/00 E04B7/02

    摘要: A method is shown for measuring the utilization of the load carrying capacity of a building structural element subject to variable action, including measurements of the rotation angles of cross-sections of this building structural element, wherein the rotation is caused by the variable action, wherein the rotation angles α1 and α2 of the cross-sections of the building structural element around the axis (Z) perpendicular to the longitudinal section of this building structural element are measured in two points (A) and (B) of this building structural element, located symmetrically relative to its transverse axis of symmetry, and subsequently the greater of the measured values of the angles α1 and α2 is used as the measure of the utilization of the load carrying capacity of the building structural element.