Kommercielt Design
Færdige projekter udviklet til kommercielle formål.
Disse bygninger er målrettet beboelse. Der er tale om fuldt udviklede projekter, der leverer både arkitektoniske og konstruktionsmæssige løsninger.
Færdige projekter udviklet til kommercielle formål.
Disse bygninger er målrettet beboelse. Der er tale om fuldt udviklede projekter, der leverer både arkitektoniske og konstruktionsmæssige løsninger.
Two-story residential building based on an architectural adaptation provided by BME Dept. of Construction Materials and Technologies.
With the assistance of three consulting engineers, this project explores architectural, geotechnical, and structural solutions for the realization of a residential house in Hungary.
Longitudinal cross-sectional drawing of the building.
Architectural tasks included spatial creation, room layouts based on functionality, and producing the cohesion between other geotechnical and structural revisions.
Build-ups were designed for function first, then optimized using energy calculations, for which the building recieved an AA energy classification.
The roof structure’s rafters and joints were verified according to EN 1995.
Reinforcement design was completed for the building’s RC slab, as well as connecting intermediate beams and columns.
Mainly strength verifications were computed for the main masonry walls of the structure, in accordance with EN 1996.
A steel hollow-section canopy was also designed, functioning as a concealed overhang for the terrace.
Architectural ground floor plan of the residential house.
Floor finishes, window schedules, and interior design elements are shown on this view.
Created with AutoCAD.
Two detail drawings of connected complex building parts.
Featuring the two different roof types, and two different overhangs of the building, equipped with drainage and window installation solutions.
Created with AutoCAD.
Facade drawings of the finished building.
Created with AutoCAD.
The foundation plan is the product of geotechnical calculations:
Drilling and soil profiles were drawn;
Strip foundations under the structural walls, pad foundations under the staircase and the RC column were verified in GEO limit state in accordance with EN 1997;
Settlement was calculated using Kany’s method.
The intermediate RC slab’s reinforcement consisted of:
Mid-span reinforcement;
Torsional reinforcement;
Support-zone reinforcement;
Edge reinforcement;
Reinforcement of beams, column and staircase.
Created with AutoCAD.
Timber roof plan.
The structure consists of 45° rafter frames with two collar-ties in-frame and two supporting columns parallel to the frame.
A 10° valley was implemented on one side, supported by an RC beam.
Created with AutoCAD.
Two-story residential building based on an architectural adaptation provided by BME Dept. of Construction Materials and Technologies.
With the assistance of three consulting engineers, this project explores architectural, geotechnical, and structural solutions for the realization of a residential house in Hungary.
Longitudinal cross-sectional drawing of the building.
Architectural tasks included spatial creation, room layouts based on functionality, and producing the cohesion between other geotechnical and structural revisions.
Build-ups were designed for function first, then optimized using energy calculations, for which the building recieved an AA energy classification.
The roof structure’s rafters and joints were verified according to EN 1995.
Reinforcement design was completed for the building’s RC slab, as well as connecting intermediate beams and columns.
Mainly strength verifications were computed for the main masonry walls of the structure, in accordance with EN 1996.
A steel hollow-section canopy was also designed, functioning as a concealed overhang for the terrace.
Architectural ground floor plan of the residential house.
Floor finishes, window schedules, and interior design elements are shown on this view.
Created with AutoCAD.
Two detail drawings of connected complex building parts.
Featuring the two different roof types, and two different overhangs of the building, equipped with drainage and window installation solutions.
Created with AutoCAD.
Facade drawings of the finished building.
Created with AutoCAD.
The foundation plan is the product of geotechnical calculations:
Drilling and soil profiles were drawn;
Strip foundations under the structural walls, pad foundations under the staircase and the RC column were verified in GEO limit state in accordance with EN 1997;
Settlement was calculated using Kany’s method.
The intermediate RC slab’s reinforcement consisted of:
Mid-span reinforcement;
Torsional reinforcement;
Support-zone reinforcement;
Edge reinforcement;
Reinforcement of beams, column and staircase.
Created with AutoCAD.
Timber roof plan.
The structure consists of 45° rafter frames with two collar-ties in-frame and two supporting columns parallel to the frame.
A 10° valley was implemented on one side, supported by an RC beam.
Created with AutoCAD.