Modular temporary building

A building system, comprising:

• a. A foundation of poured, leveled concrete, said foundation having vertical foundation holes spaced at regular intervals, and
• b. A plurality of concrete blocks, each said block having one or more cavities, each said block having dimensions 7⅝″×7⅝×15⅝″, each said block having one or more vertical block assembly holes at a standardized location(s) on the top of the said block, and each said vertical block assembly hole running entirely through the said block, and
• c. A plurality of block assembly rods, each said block assembly rod comprising a first end sized to fit in said vertical foundation holes, a second end, and a length sized with respect to a standard wall height, and
• d. A plurality of block joining panel sections, each said block joining panel section comprising slightly compressible material such as insulating foam, each said block joining panel having a thickness of approximately 2⅜″, a width of approximately 7⅝″, and a standardized height in a range of from 7″ to 20′, and
• e. Said foundation, said regular intervals of vertical foundation hole locations, said concrete blocks, said concrete block vertical block assembly holes, said block assembly rods, and said block joining panel sections being such that when the said concrete blocks are stacked in columns of a standardized height on the said foundation, with for each said column of concrete blocks one or more of the said block assembly holes of each said concrete block in the column being aligned with one of the said regularly spaced vertical foundation holes, with one or more sections of block joining panel separating adjacent said columns of concrete blocks such that the concrete block stacks are spaced at horizontal intervals of approximately 18″, said block assembly rods are inserted through the said vertical block assembly holes in the said columns of concrete so that the said first end of each block assembly rod is in a said vertical foundation hole, and the said second end of each block assembly rod is above the level of the top block of the said column of blocks, and
• f. A set of sloped wall top plates on a first set of parallel walls, each said sloped wall top plate having a flat base with holes such that said block assembly rods run through the said sloped wall top plate base, and each said sloped wall top plate having one or more mounting angle irons attached to the said sloped wall top plate, said mounting angle irons delineating the said sloped wall top plate into sections, and each said mounting angle iron having one or more holes of a standardized size and location, and
• g. A framing structure, comprising one or more spanning angle iron sections, each end of each said spanning angle iron section being bolted to one of a facing pair of mounting angle irons on one of two parallel sloped top plates, and each said spanning angle iron having roof bolting holes spaced at standardized intervals, and
• h. Said framing structure further optionally comprising one or more minor supporting pillars, each said minor supporting pillar being placed underneath, and vertically supporting, a said spanning angle iron, and
• i. Said framing structure further optionally comprising one or more steel I-beam major spanning beam(s), such said major spanning beam(s) having two sets of holes spaced at standardized intervals, one said set of holes being on each of the two sides of the upper flange of the said major spanning beam, and
• j. A plurality of roof modules, each said roof module comprising a base layer of ribbed steel roof decking with said ribs running parallel to the longer sides of the said roof module, a layer of insulation board, a top membrane layer, means for attaching the said roof modules to the said spanning angle irons, and a set of holes on each of the shorter sides of the said roof modules such that each shorter side of the said roof module can either be bolted to one or more said block assembly rods or bolted to a side of the upper flange of a said optional major spanning beam.

A building system, comprising:

• a. A foundation of poured, leveled concrete, said foundation having vertical foundation holes spaced at regular intervals, and
• b. A plurality of wall blocks, each said block having standardized dimensions, each said wall block having one or more wall block vertical block assembly holes at a standardized location(s) on the top of the said wall block, and each said vertical block assembly hole running entirely through the said wall block, and
• c. A plurality of block assembly rods and/or columns, each said block assembly rod or column comprising a first end sized to fit in said vertical foundation holes, a second end, a central rod or column section of standardized dimensions, and a length sized with respect to a standard wall height, and
• d. Said foundation, said regular intervals of vertical foundation hole locations, said wall blocks, said wall block vertical block assembly holes, and said block assembly rods and/or block assembly columns, being such that when the said wall blocks are in wall block columns of a standardized height on the said foundation, with for each said wall block column one or more of the said block assembly holes of each said wall block in the said wall block column being aligned with one of the said regularly spaced vertical foundation holes, said block assembly rods and/or block assembly columns are inserted through the said vertical block assembly holes in the said wall block columns so that the said first end of each said block assembly rod and/or each said block assembly column is in a said vertical foundation hole, the said second end of each block assembly rod and/or block assembly column is above the level of the top wall block of the said wall block column, and each said wall block column directly adjoins an adjacent wall block column, and
• e. A set of sloped wall top plates on a first set of parallel walls, each said sloped wall top plate having a flat base with holes such that said block assembly rods and/or block assembly columns run through the said sloped wall top plate base, and each said sloped wall top plate having one or more mounting angle irons attached to the said sloped wall top plate, said mounting angle irons delineating the said sloped wall top plate into sections, and each said mounting angle iron having one or more holes of a standardized size and location, and
• f. A framing structure, comprising one or more spanning angle iron sections, each end of each said spanning angle iron section being bolted to one of a facing pair of mounting angle irons on one of two parallel sloped top plates, and each said spanning angle iron having roof bolting holes spaced at standardized intervals, and
• g. Said framing structure further optionally comprising one or more minor supporting pillars, each said minor supporting pillar being placed underneath, and vertically supporting, a said spanning angle iron, and
• h. Said framing structure further optionally comprising one or more steel I-beam major spanning beam(s), such said major spanning beam(s) having two sets of holes spaced at standardized intervals, one said set of holes being on each of the two sides of the upper flange of the said major spanning beam, and
• i. A plurality of roof modules, each said roof module comprising a base layer of ribbed steel roof decking with said ribs running parallel to the longer sides of the said roof module, a layer of insulation board, a top membrane layer, means for attaching the said roof modules to the said spanning angle irons, and a set of holes on each of the shorter sides of the said roof modules such that each shorter side of the said roof module can either be bolted to one or more said block assembly rods and/or block assembly columns, or bolted to a side of the upper flange of a said optional major spanning beam.

A building wall structure, comprised of

• a. A plurality of building blocks of concrete, or a combination of concrete and insulating material, each said building block having a standardized location for one or more vertical block assembly means holes running entirely through the building block, and
• b. A foundation of poured, leveled concrete, having vertical foundation assembly means holes spaced at regular intervals corresponding to the vertical block assembly means holes of the said building blocks, and
• c. One or more block assembly rods and/or columns, each said rod or column having a first end dimensioned to be placed in a vertical foundation assembly means hole, and each said rod or column being sized to a standardized wall height, and each said rod or column central shaft section being sized to the dimensions of said vertical block assembly means holes, and
• d. The said building blocks, vertical foundation assembly means holes, vertical block assembly means holes, and block assembly rods and/or columns being such that when a block column of one or more building blocks is placed on a section of foundation with respective vertical foundation assembly means holes and vertical block assembly means holes aligned, one or more of the said block assembly rod or block assembly column runs through the said block column so that the said first end of the said block assembly rod and/or block assembly column rests in the foundation assembly means hole.