Curriculum Vitae for Kristian Hertz - Danmarks Tekniske Universitet

Curriculum Vitae
Kristian Hertz
20
2005-11-14
Constructions designed by Kristian Hertz:
Ministry of Foreign Affairs of Saudi Arabia: Organising all structural calculations. Design of
stabilizing constructions for the whole building comprising 25 concrete walls with holes and
discontinuities, hung up shear walls, octagonal towers, frame constructions of concrete, vaults,
composite constructions, beams and columns of steel and concrete, castellated beams, N-girders
and point supported decks.
The Royal Theatre: 30 m concrete beam cast in sections in 1m thick scene back wall and fully
prestressed by 8 Freyssinet cables following moment curves, two17 m high concrete columns to
support the beam. Stabilizing concrete shear walls. Hole of size as scene opening established in
the scene back wall. New 30x30 m portal wall as a frame construction of concrete next to the
back wall with an opening of 8x18 m. Special designed TT-60 prestressed concrete slabs
spanning 22 m and horizontally fire separating. 44 m long half cylinder shell construction partial
prestressed by 12 Freyssinet cables following moment curves and supported by 6 special made
bridge supports of steel. Concrete beam hung up in wall structure by prestressed rods. Ribbed
quarter cylinder shells and rib deck of reinforced concrete loaded by stabilizing shear forces.
Stability of whole building.
Holes and reinforcement of brick vault at main entrance. Replacement project for the statue of
Apollo and Pegasus at the roof.
Central Storehouse in Godthåb: Epoxy injection of cracks in 1000 m 2 concrete deck, where a
partial prestress was established of the cracks by hanging the decks and secondary beams by
means of rods in the upper storey constructions, while the deck was fully loaded during the
injection, and the prestress was established by the unloading of the deck.
Central Bank of Iraq: Stabilizing deck structure for bomb safe 45 m high building.
An Iranian missile later hid the top of the building proving its bomb safe stability in full scale.
Meadox Surgimed A/S: Concrete element project for administration building and cast T shaped
columns with prefab beams, TT slabs and dense ceiling for clean medical production area.
Greenland's Government Building: Steel columns, beams, decks and stabilizing structure for
administration building.
Greenland's Parliament: Design project for roof, walls and balcony.
Bispevangen: Balcony constructions of steel without fire protection.
Lehwalds Vænge: Balcony constructions as frames without fire protections.
Bytoften: Balcony constructions without fire protection.
Prior school in Narssaq: Complete concrete project for the building.
NOVO Industri A/S Bagsværd: Alterations of the buildings: 9M, 1T, BA2K, 6BC, 6D, 6Bd,
BJ, 6P.
NOVO Industri A/S Kalundborg building AC og BC: Steel constructions for tanks.
Youth club in Narssaq: Building of wood construction.
Dissing+Weitling's house: Alterations of the 300 year old roof construction.
Qajaasaarfik Syd: Staircase buildings of wood.
Harbour storehouse in Upernavik: Reinforcement of concrete beam ends and point supported
stabilizing concrete wall.
Vitral: Aluminium-glass pyramid.
Asiatic Storehouse: Wood structure supporting an equestrian statue.
Kommunekemi: Fire assessment of concrete- and steel constructions.
Nussuaq school: Single constructions.
Julianehåb domestic houses: Foundation walls in concrete.
Åbenrå Swimming Bath: Steel pylon for water slide.
Consultant on a number of structures: Fields, Malmö City Tunnel, Danish Radio City,
Domestic buildings of unprotected steel or with slender high tech columns, Slabs and Walls of
light aggregate concrete, Prestressed masonry, Bubbledecks.