A system for the provision of container blocks of fluid to locations in need of said fluid in which system the containers also function as structural elements. The system further comprises structural elements that complement the fluid container blocks, including base tracks, roof rafters, roof material, door and window flap materials. Connecting clips and anchoring spikes function to secure the fluid blocks together and to the ground to form a solid structure. The system provides the means to deliver an emergency supply of water or other fluid to a disaster area or underdeveloped location along with the means to erect temporary structures for shelter using the container blocks as the basic structural element.

A system for the provision of container blocks of fluid to locations in need of said fluid in which system the containers also function as structural elements. The system further comprises structural elements that complement the fluid container blocks, including base tracks, roof rafters, roof material, door and window flap materials. Connecting clips and anchoring spikes function to secure the fluid blocks together and to the ground to form a solid structure. The system provides the means to deliver an emergency supply of water or other fluid to a disaster area or underdeveloped location along with the means to erect temporary structures for shelter using the container blocks as the basic structural element.

An improved sub-structural roof construction component which provides support for exterior building metal roofing materials, which allows for standard components designed and manufactured in factory to be installed at jobsite, and which can accommodate variations required in the field. These framing components can be adjusted in field for height and can be rotated to fit the customer's roof design slope.

An improved sub-structural roof construction component which provides support for exterior building metal roofing materials, which allows for standard components configured and manufactured in factory to be installed at jobsite, and which can accommodate variations required in the field. These framing components can be adjusted in field for height and can be rotated to fit the customer's roof.

The present invention relates to a roof truss tie-down apparatus including a pin and bracket engagement which enables a wall frame to accommodate any style of roof truss at any angle, and a method of constructing such a roof frame.

The present invention relates to a roof truss tie-down apparatus including a pin and bracket engagement which enables a wall frame to accommodate any style of roof truss at any angle, and a method of constructing such a roof frame.

A composite foam and concrete building component (1) for forming panels such as walls and roofs includes a central core (4) of structural concrete as a framework of spaced posts (6) and beam (7) structures, around blocks (8) of rigid, closed cell foam material such as expandable polystyrene (EPS) foam or expanded poly-lactid acid (PLA) foam. The core is straddled by front and back layers (2,3) of low density, cellular concrete, thus encapsulating the foam blocks. Cellular concrete plugs (14) can extend through the foam blocks to bond the layers together. The component can be formed by separately pouring the structural and cellular concrete without significantly altering the formwork.

A roof for a building comprises a ridge beam for defining an upper edge of the roof, and a first eaves beam for defining a lower edge of the roof. The roof further comprises a first panel connectable to both the ridge beam and the eaves beam, being capable of spanning the distance therebetween and extending over at least a first portion of the area of the roof. In addition, the roof comprises one or more retention structures positionable relative to the first panel and one of said beams and configured to clamp said panel against the other of said beams.

A roof for a building comprises a ridge beam for defining an upper edge of the roof, and a first eaves beam for defining a lower edge of the roof. The roof further comprises a first panel connectable to both the ridge beam and the eaves beam, being capable of spanning the distance therebetween and extending over at least a first portion of the area of the roof. In addition, the roof comprises one or more retention structures positionable relative to the first panel and one of said beams and configured to clamp said panel against the other of said beams.

The present application relates to a vessel support beam comprising two or more beam elements wherein each beam element comprises a first and second opposing long side connected by a top side, a lower side and two opposing end sides, said beam elements are arranged parallelly with at least one long side of one beam element facing a long side of another beam element, thereby forming a reactor support beam having a first and second opposing long side surface, a top surface and a lower surface.