Patent classifications
E04B2/70
Installation and construction method of wall panel
An installation and construction method of a wall panel is provided for installing the wall panel to a pair of wooden columns and a wooden horizontal member, the wooden columns being installed in a standing manner so as to be spaced apart from each other, the wooden horizontal member being installed to the wooden columns. The method includes: forming the wall panel by connecting mutually adjacent end portions of a plurality of surface members in a horizontal direction by a half column extending in a vertical direction, studs being fixed on first plate surfaces of the plurality of surface members; and after installing the wooden horizontal member to the wooden columns and adjusting erection of the wooden columns, fixing edge end portions of the surface members of the wall panel to front surfaces of the wooden columns and a front surface of the wooden horizontal member.
HOLD DOWN SYSTEM WITH DISTRIBUTED LOADING FOR BUILDING WALLS
A hold down system for a building wall comprises a first rigid member and a second rigid member, the second rigid member being vertically spaced apart from the first rigid member, the first rigid member is supported on a horizontal member of a stud wall, the first and second rigid members including first and second openings, respectively; a tie-rod with a lower end portion for being anchored to an anchorage, the tie-rod extending transversely through the first and second openings, the tie-rod dividing the first and second rigid members into a first lateral section on one side of the tie-rod and a second lateral section on a diametrically opposite side of the tie-rod; first support and second support disposed between the first and second rigid members, the first support being disposed in the first lateral section, the second support being disposed in the second lateral section, the tie-rod extending through the first and second rigid members outside of the first support or the second support; and a nut threaded to the tie-rod, the nut exerting pressure on the second rigid member to place the tie rod under tension loading, the tension loading is transferred by the second rigid member to the first and second supports to subject the first and second supports to compression loading, thereby causing the first rigid member to press on the horizontal member of the stud wall via the first and second lateral sections of the first rigid member, thus distributing the compression loading.
HOLD DOWN SYSTEM WITH DISTRIBUTED LOADING FOR BUILDING WALLS
A hold down system for a building wall comprises a first rigid member and a second rigid member, the second rigid member being vertically spaced apart from the first rigid member, the first rigid member is supported on a horizontal member of a stud wall, the first and second rigid members including first and second openings, respectively; a tie-rod with a lower end portion for being anchored to an anchorage, the tie-rod extending transversely through the first and second openings, the tie-rod dividing the first and second rigid members into a first lateral section on one side of the tie-rod and a second lateral section on a diametrically opposite side of the tie-rod; first support and second support disposed between the first and second rigid members, the first support being disposed in the first lateral section, the second support being disposed in the second lateral section, the tie-rod extending through the first and second rigid members outside of the first support or the second support; and a nut threaded to the tie-rod, the nut exerting pressure on the second rigid member to place the tie rod under tension loading, the tension loading is transferred by the second rigid member to the first and second supports to subject the first and second supports to compression loading, thereby causing the first rigid member to press on the horizontal member of the stud wall via the first and second lateral sections of the first rigid member, thus distributing the compression loading.
Methods of using modified shipping containers
Methods and apparatuses for shipping of fabricated rectangular wooden modules used for construction of a wood frame structure and for shipping of other bulky items are described. In particular, the disclosure features a modified shipping container for shipping the fabricated rectangular wooden modules and methods of loading, transporting, and unloading the fabricated rectangular wooden modules. The modified shipping container features a removable header system and a removable cover. The fabricated rectangular wooden modules include a module length axis, a module width axis, a bounded wood perimeter, and joists or rafters oriented perpendicularly to the module length axis, and are stacked as cargo in the interior of the container such that joists or rafters of the fabricated rectangular wooden modules are substantially vertical and the length axes of the modules are substantially parallel to a length axis of the container.
Modular Garage and System for Transport
A modular, unified, and completed garage structure comprising first and second garage modules, having mating surfaces and exterior walls, and temporary wall bracing and temporary floor bracing, wherein the modules have open interiors, free of any supports apart from the exterior walls and the mating surfaces, wherein the first module has a garage door opening in one of the exterior walls, wherein the mating surfaces comprise matching pairs of structural lumber that span the length of the module.
Modular Garage and System for Transport
A modular, unified, and completed garage structure comprising first and second garage modules, having mating surfaces and exterior walls, and temporary wall bracing and temporary floor bracing, wherein the modules have open interiors, free of any supports apart from the exterior walls and the mating surfaces, wherein the first module has a garage door opening in one of the exterior walls, wherein the mating surfaces comprise matching pairs of structural lumber that span the length of the module.
METHODS OF USING MODIFIED SHIPPING CONTAINERS
Methods and apparatuses for shipping of fabricated rectangular wooden modules used for construction of a wood frame structure and for shipping of other bulky items are described. In particular, the disclosure features a modified shipping container for shipping the fabricated rectangular wooden modules and methods of loading, transporting, and unloading the fabricated rectangular wooden modules. The modified shipping container features a removable header system and a removable cover. The fabricated rectangular wooden modules include a module length axis, a module width axis, a bounded wood perimeter, and joists or rafters oriented perpendicularly to the module length axis, and are stacked as cargo in the interior of the container such that joists or rafters of the fabricated rectangular wooden modules are substantially vertical and the length axes of the modules are substantially parallel to a length axis of the container.
Framing device
A simplified framing system with two or more arches which are joined together into a unitary structure by means of connector elements. Each arch is joined to a base by means of connector elements herein termed “base frame connectors”. The angle frame connectors and base frame connectors are preferably fabricated from sheet metal by conventional die cutting and press-forming or stamping techniques. The simplified framing system of this disclosure is particularly designed for assembly using nominal 2×4 inch lumber. The system does not require cutting the lumber except for straight, perpendicular cutting of the lumber to the desired lengths.
Framing device
A simplified framing system with two or more arches which are joined together into a unitary structure by means of connector elements. Each arch is joined to a base by means of connector elements herein termed “base frame connectors”. The angle frame connectors and base frame connectors are preferably fabricated from sheet metal by conventional die cutting and press-forming or stamping techniques. The simplified framing system of this disclosure is particularly designed for assembly using nominal 2×4 inch lumber. The system does not require cutting the lumber except for straight, perpendicular cutting of the lumber to the desired lengths.
PANEL FASTENING DEVICES, SYSTEMS AND RELATED METHODS
Framing and panel fastening devices, systems and methods. The fastening devices include an interface portion comprising an inner side and an outer side opposing the inner side, the outer side comprising a first touch fastening component of a touch fastener. The devices further include first and second side wall portions extending in a thickness direction from the inner side of the interface portion. The interface portion extends laterally between the first and second side wall portions to form an inner channel configured to receive and couple to at least a front face portion of a framing member therein. The systems comprise at least one of the fastening devices and at least one building panel with a back face that comprises a second touch fastening component coupled thereto. The first and second touch fastening components configured to removably couple together when operatively engaged.