A method for on-site assembly of a shelter for an above-ground structure to protect the structure from blast, wind, fire or other physical hazards. A pyramidal shelter with triangular or rectangular base is formed by joining side panels to each other. Each side panel includes a triangular frame covered, except at access hatch, observation port and door openings, with either steel plate or diamond steel mesh to which blast-resistant, fire-resistant or other kinds of coatings or panels are applied. A corner anchor assembly to support each corner of a shelter has a lower plate, an overlying split plate, and a pair of upstanding, anchor rods attached to the split plates for insertion into hollow, lower portions of side beams of adjacent side panels. The corner anchor assemblies facilitate expansion of an assembled shelter by addition of more modular components.

The invention relates to an arrangement of building units, comprising a plurality of housing units (1) constructed in a coupled design or a plurality of individual building units (1) accommodated in a multi-storey building, each building unit (1) having a pie-slice shaped floor plan with two side walls (2, 3) disposed at an angle (a) to one another, an inner terminating wall (4), and an outer terminating wall (5), the inner terminating walls (4) being disposed on the shady, north side, and the outer terminating walls (5) being arranged on the sunny, south side.

A temporary shelter that is easy to assemble and disassemble and suitable for use in providing, for example, medical and healthcare services to patients having infectious diseases, as temporary drop-off testing facilities, and/or as emergency housing for the homeless. In one embodiment, the shelters are comprised of one or more modules, which, in turn, are comprised of a PVC pipe structure, a skin covering the structure, zipper doors, and a floor. The modules may be attached to pre-existing structures, attached to other modules to form a larger shelter, or left as a standalone shelter.

A building complex consisting of multi-storey ring-shaped buildings (R) is described, said ring-shaped buildings having sectors (1) which are trapezoidal in plan view, form a regular polygon ring and enclose a courtyard having a central stairwell (4), the storeys (3) of said sectors being uniformly offset from one another in the height direction and being connected to the stairwell (4) by passages (5) which run in a spoke-like fashion, said stairwell having a staircase which circulates in the direction of ascent of the storeys and which has a height of ascent (a) between the passages (5) corresponding to the storey offset (h). In order to connect the individual ring-shaped buildings (R) to one another, it is proposed that, in the case of ring-shaped buildings (R) comprising an even-numbered polygon ring, the mutually identical ring-shaped buildings (R) are arranged at the vertices of a polygon corresponding to the polygon ring and, in the case of ring-shaped buildings (R) comprising an odd-numbered polygon ring, said ring-shaped buildings are arranged in an alternating fashion, in each case offset through an angle of 180°, at the vertices of a polygon having twice the number of vertices, and that the ring-shaped buildings (R) following one another along the polygon are connected by passages (6) which run between the storeys (3) of the mutually opposite connecting sectors with a corresponding storey offset.

A triangular pyramidal supporting structure, which has the shape of a tetrahedron made up of elements to form a primary plane, and sloping elements (projecting slopingly upwards from the primary plane and meeting in a junction point. The joining of the elements of the tetrahedron is governed by imaginary lines that are determined by the primary plane. Further, a system has at least four tetrahedrons, and a method for providing the tetrahedron and the system are described.

This present application relates to a novel roof supporting system for use with outbuildings, such as gazebos, rotundas, and the like. The roof supporting system of the present invention eliminates the need for unsightly and architecturally limiting internal roof joists to account for the horizontal component of the live and dead roof loads transferred by the roofing rafters, and also eliminates the need for rafter tails to extend over the perimeter joist or wall members to create a roof with a clean edge appearance.

A building complex consisting of multi-storey ring-shaped buildings (R) is described, said ring-shaped buildings having sectors (1) which are trapezoidal in plan view, form a regular polygon ring and enclose a courtyard having a central stairwell (4), the storeys (3) of said sectors being uniformly offset from one another in the height direction and being connected to the stairwell (4) by passages (5) which run in a spoke-like fashion, said stairwell having a staircase which circulates in the direction of ascent of the storeys and which has a height of ascent (a) between the passages (5) corresponding to the storey offset (h). In order to connect the individual ring-shaped buildings (R) to one another, it is proposed that, in the case of ring-shaped buildings (R) comprising an even-numbered polygon ring, the mutually identical ring-shaped buildings (R) are arranged at the vertices of a polygon corresponding to the polygon ring and, in the case of ring-shaped buildings (R) comprising an odd-numbered polygon ring, said ring-shaped buildings are arranged in an alternating fashion, in each case offset through an angle of 180°, at the vertices of a polygon having twice the number of vertices, and that the ring-shaped buildings (R) following one another along the polygon are connected by passages (6) which run between the storeys (3) of the mutually opposite connecting sectors with a corresponding storey offset.

A system of modular components for on-site assembly of a shelter for an above-ground structure to protect the structure from blast, wind, fire or other physical hazards. A pyramidal shelter with triangular or rectangular base is formed by joining side panels to each other. Each side panel includes a triangular frame covered, except at access hatch, observation port and door openings, with either steel plate or diamond steel mesh to which blast-resistant, fire-resistant or other kinds of coatings or panels are applied. A corner anchor assembly to support each corner of a shelter has a lower plate, an overlying split plate, and a pair of upstanding, anchor rods attached to the split plates for insertion into hollow, lower portions of side beams of adjacent side panels. The corner anchor assemblies facilitate expansion of an assembled shelter by addition of more modular components.

A system of modular components for on-site assembly of a shelter for an above-ground structure to protect the structure from blast, wind, fire or other physical hazards. A pyramidal shelter with triangular or rectangular base is formed by joining side panels to each other. Each side panel includes a triangular frame covered, except at access hatch, observation port and door openings, with either steel plate or diamond steel mesh to which blast-resistant, fire-resistant or other kinds of coatings or panels are applied. A corner anchor assembly to support each corner of a shelter has a lower plate, an overlying split plate, and a pair of upstanding, anchor rods attached to the split plates for insertion into hollow, lower portions of side beams of adjacent side panels. The corner anchor assemblies facilitate expansion of an assembled shelter by addition of more modular components.

A building is provided, which includes a plurality of towers including a central tower and a plurality of peripheral towers, a plurality of connections and at least one intermediate body including a surface extension sufficient to contain at least one or more floors of the central tower and the floors of the peripheral towers at the same height.