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Course project on architecture. Public building. Pool.

  • Added: 28.04.2016
  • Size: 503 KB
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Description

Swimming pool in Amderma. Composition of the drawing: Elevations in axes 1-9, D-A, plan at el. 0.000, plan at el. + 3.000, section 1-1 (on pool bath), section 2-2 (stairs), section 3-3 on wall, node 1 (support of slab and monolithic slab on crossbar), unit 2 (fixing the wall panel and adjoining and reinforcing the self-supporting brick wall to the end column) + section A-A along assembly 2 (attachment of wall panel to column), cover plan at el. + 10.460, roof plan, pool bath unit.

Project's Content

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Additional information

Contents

Source Data

1 Characteristics of the designed building

2 Architectural and structural part

2.1 Architectural and planning solutions

2.2 Room Explication

2.3 Selection of building structural elements

2.3.1 Foundations

2.3.2 Walls

2.3.3 Partitions

2.3.4 Columns and floors

2.3.5 Girders

2.3.6 Ladder

2.3.7 Windows and Doors

2.3.8 Floors

2.3.9 Finishing

2.3.10 Arrangement of pool reinforced concrete bath

2.4 Engineering Equipment

2.4.1 Heating

2.4.2 Water supply

2.4.3 Sewerage

2.4.4 Power supply

2.5 Technical and economic indicators

2.6 Calculation of foundation depth

2.7 Coating slab plan

2.8 List of coatings at el. + 10.

2.9 Roof Plan

3 Thermal engineering calculation of the external wall of the building

3.1 Dew Point Determination

4 Thermal calculation of the coating

List of used literature

Source Data

The designed building is a swimming pool. The construction site is located in the city of Amderma, belongs to the climatic district with the following climatic data:

1. climate zone: IIA

2. humidity zone: wet

3. design winter outside air temperature: -36 ° С

4. duration in days: Zop = 365

5. average air temperature: tn = -7 ° С

6. average ground freezing depth: 2.2 m.

7. groundwater level: 1.2 m.

Characteristics of the designed building

The object of construction is a two-story building with dimensions in axes 42,400 x 24,000.

The construction site is located in Amderma.

Number of floors: 2;

Foundation: columnar glass type;

Exterior walls:

longitudinal: ceramic concrete wall panels, 350 mm thick with insulation;

transverse: brick reinforced, 510 mm thick;

Interior walls: brick 120 mm thick;

Floors: cast-in-situ reinforced concrete with a thickness of 220;

Roof: flat;

The building is in plan with dimensions in axes 42.4 × 24.0 m;

The structural diagram of the building is a riggless frame, large-span structures .

The main bearing elements: a single monolithic structure, where the columns and floors are made in monolithic reinforced concrete, coating slabs.

Characteristics of construction conditions:

Terrain: calm;

Groundwater level: 1.2 m;

Ground freezing depth: 2.2 m.

Architectural and structural part

2.1 Architectural and planning solutions

The swimming pool building is a two-story structure with dimensions in the axes 42400 × 24000. The construction site is located in the city of Amderma.

The building has an entrance equipped with a ramp and two evacuation exits. A spacious lobby, corridors, elevator, dressing room are also designed. The building houses a swimming pool with 4 tracks, locker rooms for athletes (men's and women's), a massage room, a training area, showers, as well as technical rooms (see room explication).

The building is equipped with a system of drinking water supply, sewerage, low-current networks. Ventilation channels are made from bathrooms.

2.4 Engineering Equipment

2.4.1 Heating

Heating and hot water supply are designed from main heating networks. Heating devices are aluminum radiators.

2.4.2 Water supply

Centralized hot water supply system (open circuit) with lower wiring. The system of drinking water supply is provided. The presence of a water meter allows you to turn it off in case of emergencies or repairs.

2.4.3 Sewerage

Sewerage centralized domestic and storm. Water runoff from the roof goes through the funnels to the storm sewer.

2.4.4 Power supply

Power supply is provided from the city substation. Electrical panels are located on each floor in technical rooms.

2.6 Calculation of foundation depth

Foundation depth depends on:

soil freezing depth;

groundwater levels;

structural solution of building below "zero" (with basement);

the presence or absence of various networks passing underground.

The depth of ground freezing in the city of Amderma is 2.2 m, the groundwater level is 1.2 m.

The elevation of the foundation depth in our case is: h = 2.35 m.

Conclusion

1st layer: precast reinforced concrete slab 220mm

Layer 2: vapor insulation (1 ruberoid layer) 5mm

Layer 3: insulation (Parok stone wool) 220mm

4th layer: cement-sand brace 20mm

Layer 5: four-layer ruberoid carpet 20mm

Drawings content

icon курсовая.dwg

курсовая.dwg

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