A construction system for a wall or floor or roof uses a set of studs having panel engagement features protruding from opposed edges of the stud. Panel elements having apertures receive these features so that they protrude through the panel element apertures. Retainers engage the panel engagement features and press against an outside surface of a panel element and towards the studs with a compression force to form a compression joint. There may be rails to form a mesh with the studs, and the panel elements may not be wide enough to abut each other, narrow panel elements providing sufficient structural strength in combination with the compression joints and the studs.

A construction system for a wall or floor or roof uses a set of studs having panel engagement features protruding from opposed edges of the stud. Panel elements having apertures receive these features so that they protrude through the panel element apertures. Retainers engage the panel engagement features and press against an outside surface of a panel element and towards the studs with a compression force to form a compression joint. There may be rails to form a mesh with the studs, and the panel elements may not be wide enough to abut each other, narrow panel elements providing sufficient structural strength in combination with the compression joints and the studs.

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.

There is disclosed a method of constructing a building, comprising installing: wall structure of the building, the wall structure comprising a panel having opposed skins and a core within which extends at least one cavity; and a ceiling structure of the building, such that the ceiling structure is adjacent the wall structure, and the wall structure bounds a space at a side of the space and the ceiling structure bounds the space at a top of the space, and such that: the space is sheltered and/or isolated from the elements; and/or lock-up is attained in respect of said space, the method further comprising: thereafter installing at least one service line through at least one said cavity of said panel and/or installing at least one service line which comprises at least one said cavity of that panel; and thereafter installing a roof structure of the building over the ceiling structure, wherein a connector is secured between the wall structure and the ceiling structure to form therebetween a connection which is such that the connector engages both the ceiling structure and at least one of the skins so as to direct, to the skin(s) engaged thereby, loading exerted by the ceiling structure, and wherein said at least one said cavity is accessed through said connector and/or through said ceiling structure, to install the service line(s).

A frame system for a building structure includes beam members. Each beam member includes two opposed, parallel flanges. A web is interposed between the flanges. Spreader members include two opposed, parallel side flanges, a web interposed between the side flanges and two opposed end flanges bridging the side flanges at respective terminal ends of the web. The beam members and the spreader members are configured to be fastened to each other to form a frame assembly.

A frame system for a building structure includes beam members. Each beam member includes two opposed, parallel flanges. A web is interposed between the flanges. Spreader members include two opposed, parallel side flanges, a web interposed between the side flanges and two opposed end flanges bridging the side flanges at respective terminal ends of the web. The beam members and the spreader members are configured to be fastened to each other to form a frame assembly.

The present invention relates to a gongpo assembly structure of a traditional Korean-style house and temple, the gongpo assembly structure including: at least one gongpo fixing member provided with an interlocking slot formed in a shape depressed toward lower and inward directions from an surface thereof, and laid one upon another by being fastened to the fixed object; a judu provided with a wide open groove formed on a center of a top surface thereof and an interlocking protrusion formed on one side wall thereof and interlocked with the interlocking slot of the gongpo fixing member; and a gongpo provided with an interlocking slot and interlocking protrusion, and assembled with a top of the judu. Accordingly, the gongpo may be standardized and mass-produced at a factory, thereby allowing a general technician to easily perform work only done by a master previously.

The present invention relates to a gongpo assembly structure of a traditional Korean-style house and temple, the gongpo assembly structure including: at least one gongpo fixing member provided with an interlocking slot formed in a shape depressed toward lower and inward directions from an surface thereof, and laid one upon another by being fastened to the fixed object; a judu provided with a wide open groove formed on a center of a top surface thereof and an interlocking protrusion formed on one side wall thereof and interlocked with the interlocking slot of the gongpo fixing member; and a gongpo provided with an interlocking slot and interlocking protrusion, and assembled with a top of the judu. Accordingly, the gongpo may be standardized and mass-produced at a factory, thereby allowing a general technician to easily perform work only done by a master previously.

A rafter bracket configured to connect a vertical post to a rafter and beam(s) is described herein. The rafter bracket may include lower vertical side plates, a horizontal plate, and upper vertical side plates. The horizontal plate may be perpendicular to the upper and lower vertical side plates and may separate the upper vertical side plates from the lower vertical side plates. The horizontal plate and lower vertical side plates may create a lower cavity that receives the vertical post. Meanwhile, the rafter may be positioned on one of the upper vertical side plates and positioned between two of the upper vertical side plates and may be angled at an acute angle relative to the vertical post as well as the upper and lower vertical side plates. One or more of the lower vertical side plates may receive lateral plates that define a lateral cavity receiving the beam.

A tornado shelter and having a reinforced monolithic construction resulting from a single pour of concrete is described herein. Rebar extends upwardly from a base. The rebar is encased in concrete that forms the walls of the shelter. An upper portion of the rebar extend above a top surface of each of the walls. The upper portion of each of said rods are bent inwards and are also encased in the single pour of concrete for strengthening a ceiling portion of the shelter. A door, in-wall conduits, vent orifices and attached benches may also be provided.