National Slovakian water polo centre R.B. Projekt - Ing. Rudolf Babulík Brnianska 10 911 05 Trenèín Slovakia Tel.: +421 32 6575281 Fax: +421 32 640 17 17 Contact: M. Rudolf Babulík Email: [email protected] I am mainly working for the company ‘Stavokov Project Trenèín’. ‘Stavokov Project’ employs 8 internal and 6 external staff members. We deal with: • civil engineering • architectural design • structure engineering The company Stavokov Project was launched in 1998. They co-operate with firms from abroad (for example FMW - Austria). Buildings designed by us can be found in Slovakia, the Czech Republic, Austria, Germany, Morocco, Australia, the Netherlands, France and Russia. The engineers of the company work with modern CAE and CAD programs. Our concrete constructions are projected with the programs NEXIS- ESA-Prima Win and ALLPLAN. Geological situation Location of the recreational space The recreational space is situated near the town center of Nováky. The designed project is the ‘national water pole centre SR’ situated on the spot of the swimming pool “Dolphin”. Engineering - geological characteristic of the building area According to geomorphologic classification of Slovakia, the area is situated in the region of the Hornonitrianska earth fold and partly of the Prievidza fold. The hydro geological area comes under the drainage of the rivers Handlovka and Nitra. The seismic degree of the territory is according to STN 73 0036 is 6° MSK-64. The geological situation of the area was investigated with robust holes and verified by dynamic penetration. Description of the structure of the foundation Description of the spiles The spiles are designed as a vibrodrive of type VUIS P with a diameter of 420 mm. They are furnished with peaks. The level of the spiles level is assigned, a prediction in done in static calculation. Gravel classes G3 at 0,5 m are sufficient. All spiles are designed as vertical. From every spile will stick up a reinforcement on athe nchor length into the foundation slabs. Description of the foundation of the beams Under the input wall and the tribune wall, the foundation of the beams of sectional dimension 735/900 mm is designed. The top and bottom surface beams are armed with reinforcement bars of 16 mm diameter. Description of the foundation of the slab The thickness of the slab is designed 400 mm under the basic object and 300 mm under the object of the tribune. The slab is reinforced at the bottom and the top surface. Concentration reinforcement is foreseen for walls and spiles. Beams and columns The frame structures are designed to look like a monolithic with 2D structures (slabs, walls). The columns have a circular crosssection or a partially circular one. The beams are only located in the roof (third floor) and under the steel construction tribune. Slabs and walls The roof slabs are designed with a thickness of 250 mm. They are borne by a skew system of walls and columns. In the joint of columns and slabs is added secondary shearing reinforcement created from ladders. A flat ceiling is provided. For these reasons is foreseen an anchor insertion from steel profile HEA160 on the critical locations. The walls have a thickness of 100 and 150 mm and the external curved wall has a thickness of 250 mm. All horizontal connections have extra reinforcement on the overhang. Walls are made from selfcompacting concrete. Applied materials Concrete for spiles - B20 (C16/20) Concrete for others foundations structure - B30 - V - A2 - T100. Concrete for aboveground structures B30A2, the outside B30 25/30 - A2 - T100. The level of reinforcement is designed as 10 505 (R) - 10 425 (V), 10 216 (E), (S200) 68 Company Project National Slovakian water polo centre SCIA User Contest 2005 / Civil Engineering 2 Categorie
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