PRACOWNIA PROJEKTOWA | MARIAN BURZAK | PRACOWNIA
2016-2017 _ LIDL in Swietochlowice
The construction system of the object is a two-tier mixed construction hall with a beam-column scheme as described below.
The design assumes the construction of a glued timber roof in the development of the company Andrewex, which - along with the coating - is a shield that transfers wind load to longitudinal or transverse walls depending on the direction of impact.
The construction of a brick wall in a monolithic frame with a foundation, core and a wreath, supported by a mountain - takes over and transfers the wind load to the foundation.
The level of founding in the roof of layers of Carboniferous forms was adopted with the use of large diameter piles of 80cm diameter supporting both poles and columns, as well as support points of the grating from 50 / 120cm beams crowning the pile head beams distributed in the spacing equal to the spacing of the hall columns.
Pursuant to the Regulation of the Minister of Transport, Construction and Maritime Economy of 25 April 2012 (Journal of Laws, item 463) - due to indirect funding, with the level of the ceiling of load-bearing layers diversified due to the excavation and the locally loose structure bordering on empty spaces - the investment was classified in the third geotechnical category.
The design assumes the construction of a glued timber roof in the development of the company Andrewex, which - along with the coating - is a shield that transfers wind load to longitudinal or transverse walls depending on the direction of impact.
The construction of a brick wall in a monolithic frame with a foundation, core and a wreath, supported by a mountain - takes over and transfers the wind load to the foundation.
The level of founding in the roof of layers of Carboniferous forms was adopted with the use of large diameter piles of 80cm diameter supporting both poles and columns, as well as support points of the grating from 50 / 120cm beams crowning the pile head beams distributed in the spacing equal to the spacing of the hall columns.
Pursuant to the Regulation of the Minister of Transport, Construction and Maritime Economy of 25 April 2012 (Journal of Laws, item 463) - due to indirect funding, with the level of the ceiling of load-bearing layers diversified due to the excavation and the locally loose structure bordering on empty spaces - the investment was classified in the third geotechnical category.