One-story industrial building in Izhevsk. Boiler and Assembly Shop - AR

Contents

1. General Project Data

2. Space Planning Solution

3. Technological solutions

4 Architectural and structural solution

5 Fire safety

6 Heat engineering calculation of enclosing structure:

6.1. Source Data

6.2. Calculation of insulation thickness

7. Calculation of illumination by natural light

7.1 Calculation of lateral lighting

7.2 Calculation of upper lighting

7.3 Determination of total lighting

7.4 Analysis of calculation results

7.5 Natural illumination distribution graphs

Bibliographic list

Appendix A. Calculation of insert values in deformation sediment seams

1. General Project Data:

1. The project "Kotel Assembly Workshop in Izhevsk" was carried out on the basis of task No. 35, issued by the Department of Architecture of the GOU VPO "UGTUUPI."

2. The workshop is part of a heavy chemical engineering plant and is designed for the manufacture of thick-sheet steel of various types of tanks, boilers, autoclaves, cylindrical roasting furnaces, etc., equipment with large dimensions and high weight.

3. The construction site is Izhevsk.

4. The building is one-story frame.

5. Composition of rooms:

Procurement department, 1980 m2, explosion hazard category - D;

Roller compartment, 1728 m2, explosion hazard category - D;

Assembly compartment, 1728 m2, explosion hazard category - D;

General assembly compartment, 1296 m2, explosion hazard category - D;

Mechanical compartment, 972 m2, explosion hazard category - D;

6. The fire resistance of the building is II.

7. Structural fire hazard class of the building - C1.

8. Fire hazard class of building structures - K0.

9. Functional fire hazard class of the building - F5.

10. Functional fire hazard group of F5.1 rooms.

11. The ground layout elevation is -0.150 m.

12. The level of clean floor is accepted as the reference mark 0.000.

13. The category of visual work is IV.

14. The architectural solution is in accordance with [3... 6].

15. Lighting calculation is performed in accordance with [7].

16. Fire safety measures are performed in accordance with [3.5].

2. Volumetric planning solution:

1. The building is one-story blocked.

2. Overall plan dimensions 121 300x66 650mm.

3. Maximum elevation by height + 22.800m.

4. Procurement Department:

Plan dimensions 66,650x30,000mm.

Dimensions of the compartment by height:

a. Parapet elevation + 17.400m;

b. Elevation at the bottom of the rafters structure + 12.600m.

c. Elevation of crane track heads + 9.950m.

5. Roller compartment:

The sizes in respect of 72 000х24,000 mm.

Dimensions of the compartment by height:

a. Parapet elevation + 22.800m;

b. Elevation at the bottom of the rafters structure + 18,000m.

c. Elevation of crane track heads + 14.620 m.

6. Subassembly Separation:

The sizes in respect of 72 000х24,000 mm.

Dimensions of the compartment by height:

a. Parapet elevation + 22.800m;

b. Elevation at the bottom of the rafters structure + 18,000m.

c. Elevation of crane track heads + 14.620 m.

7. General Assembly Separation:

The sizes in respect of 72 000х18,000 mm.

Dimensions of the compartment by height:

a. Parapet elevation + 16.800m;

b. Elevation on the bottom of the rafters structure + 13.200m.

c. Elevation of crane track heads + 10.550 m.

8. Mechanical compartment:

Plan dimensions 54,000x18,000mm.

Dimensions of the compartment by height:

a. Parapet elevation + 13,200m;

b. Elevation at the bottom of the rafters structure + 9.600m.

c. Elevation of crane track heads + 6.950m.

9. Deformation sedimentary joints:

Deformation sedimentary seam No. 1 (D.Sh.1) is located in the abutment of mutually perpendicular spans between axes 10 and 11.

Deformation sedimentary seam No. 2 (D.Sh.2) is located in the abutment of parallel spans of different heights between axes K and L.

Deformation sedimentary seam No. 3 (D.Sh.3) is located in the abutment of parallel spans of different heights between axes 4 and 5.

10. Temperature shrinkage seam is located on axis 17.

4. Architectural and structural solution

1. One-story building with steel and reinforced concrete frame;

2. The frame is made according to a frame-link scheme;

3. The pitch of the columns along the extreme axes is 6 m., Along the middle axes - 13, 15, 17, 19.21-12 m.;

4. The pitch of the rafters is 6 m;

5. Architectural Design Solution for Shop Departments:

5.1. Procurement Department:

5.1.1. Columns of the main frame - steel two-branch columns;

5.1.2. End Fachwerk columns - steel I/O;

5.1.3. Rafter trusses - steel;

5.1.4. Crane structures are steel crane beams, rails with brake structures are installed on them, consisting of a channel and a sheet of corrugated steel with a stiffening rib.

5.1.5. Column links are steel horizontal and vertical column links. Vertical links are located along axes 5, 10 in step VG, along axis 10 in step L-M.

5.1.6. External walls - non-bearing, three-layer made of reinforced concrete with rigid mineral wool aggregate;

5.1.7. Internal walls and partitions - missing;

5.1.8. Windows - there are no windows in the procurement compartment;

5.1.9. The gate is a sliding gate, for railway transport, measuring 4.8x5.4 m. Located along axis 5 in step N-P and an open gate, for rail-free transport, measuring 4x4.2 m.;

5.1.10. Covering fence - profiled flooring by runs.

Roofing composition: Coarse-grained backfilling, 2 layers Technoelast EPP EPP, Cement-sand bracing δ = 20, Mineral-wool insulation δ = 100, Steam insulation Technoelast EPP, Profiled sheet δ = 40, Run δ = 160.

5.1.11. Lanterns - anti-aircraft, glazing, size 3x6m;

5.1.12. Water collection funnels, with standard reference, are located at axes 5, 10 in steps - A, D, I, M, P.

5.2. Roller compartment:

5.2.1. Columns of the main frame - steel two-branch columns;

5.2.2. End Fachwerk columns - steel I/O;

5.2.3. Rafter and substructure trusses - steel;

5.2.4. Crane structures are steel crane beams, rails with brake structures are installed on them, consisting of a channel and a sheet of corrugated steel with a stiffening rib.

5.2.5. Column links - steel vertical links on columns. They are located along axis A in steps 1415 and 2021, along axis D in steps 1315 and 1921.

5.2.6. External walls - non-bearing, three-layer made of reinforced concrete with rigid mineral wool aggregate;

5.2.7. Internal walls and partitions - missing;

5.2.8. Windows - with wooden binding. The dimensions of one window opening are 1180x5960mm;

5.2.9. Gate - there is no gate in the roller compartment;

5.2.10. Covering fence - profiled flooring by runs.

Roofing composition: Coarse-grained backfilling, 2 layers Technoelast EPP EPP, Cement-sand bracing δ = 20, Mineral-wool insulation δ = 100, Steam insulation Technoelast EPP, Profiled sheet δ = 40, Run δ = 160.

5.2.11. Lanterns - anti-aircraft, glazing, size 3x6m;

5.2.12. Water collection funnels, with standard reference, are located at axes A, D in steps - 12, 16, 18, 22.

5.3. Subassembly Separation:

5.3.1. Columns of the main frame - steel two-branch columns;

5.3.2. End Fachwerk columns - steel I/O;

5.3.3. Rafter and substructure trusses - steel;

5.3.4. Crane structures are steel crane beams, rails with brake structures are installed on them, consisting of a channel and a sheet of corrugated steel with a stiffening rib.

5.3.5. Column links - steel vertical links on columns. They are located along axis K in steps 1516 and 2122, along axis D in steps 1315 and 1921.

5.3.6. External walls - non-bearing, three-layer made of reinforced concrete with rigid mineral wool aggregate;

5.3.7. Internal walls and partitions - missing;

5.3.8. Windows - there are no windows in the assembly compartment;

5.3.9. Gate - there is no gate in the assembly compartment;

5.3.10. Covering fence - profiled flooring by runs.

Roofing composition: Coarse-grained backfilling, 2 layers Technoelast EPP EPP, Cement-sand bracing δ = 20, Mineral-wool insulation δ = 100, Steam insulation Technoelast EPP, Profiled sheet δ = 40, Run δ = 160.

5.3.11. Lanterns - anti-aircraft, glazing, size 3x6m;

5.3.12. Water collection funnels, with standard reference, are located at axes D, K in steps - 12, 16, 18, 22.

5.4. General Assembly Separation:

5.4.1. Columns of the main frame - reinforced concrete two-branch columns;

5.4.2. End Fachwerk columns - steel I/O;

5.4.3. Rafter trusses - reinforced concrete arched for low-slope roof;

5.4.4. Crane structures are steel crane beams, rails with brake structures are installed on them, consisting of a channel and a sheet of corrugated steel with a stiffening rib.

5.4.5. Column links are steel horizontal and vertical column links. Vertical links are located in axes L, P in steps 1516 and 2122;

5.4.6. External walls - non-bearing, three-layer made of reinforced concrete with rigid mineral wool aggregate;

5.4.7. Internal walls and partitions - missing;

5.4.8. Windows - with wooden binding. The dimensions of one window opening are 1180x5960mm;

5.4.9. Gate - swing gate, for rail-free transport, measuring 4x4.2 m. Located along the axis 23 in steps M-N;

5.4.10. Covering fence - reinforced concrete paving slab. Roofing composition: Coarse-grained backfilling, 2 layers Technoelast EPP EPP, cement-sand bracing δ = 20, Mineral insulation. δ = 100, Steam insulation Technoelast EPP, Ribbed railway plate δ = 30.

5.4.11. Lanterns - anti-aircraft, glazing, size 3x6m;

5.4.12. Water collection funnels, with standard reference, are located at axes L, P in steps - 12, 16, 18, 22.

5.5. Mechanical compartment:

5.5.1. Columns of the main frame - reinforced concrete columns of continuous section;

5.5.2. End Fachwerk columns - steel I/O;

5.5.3. Rafter trusses - reinforced concrete arched for low-slope roof;

5.5.4. Crane structures are steel crane beams, rails with brake structures are installed on them, consisting of a channel and a sheet of corrugated steel with a stiffening rib.

5.5.5. Column links are steel horizontal and vertical column links. Vertical links are located in axes 1, 4 in steps B-G and G-I;

5.5.6. External walls - non-bearing, three-layer made of reinforced concrete with rigid mineral wool aggregate;

5.5.7. Internal walls and partitions - missing;

5.5.8. Windows - with wooden binding. The dimensions of one window opening are 1180x5960mm;

5.5.9. Gate - there is no gate in the mechanical compartment;

5.5.10. Covering fence - reinforced concrete paving slab.

Roofing composition: Coarse-grained backfilling, 2 layers Technoelast EPP EPP, Cement-sand bracing δ = 20, Mineral insulation. δ = 100, Steam insulation Technoelast EPP, Ribbed railway plate δ = 30.

5.5.11. Lanterns - anti-aircraft, glazing, size 3x6m;

5.5.12. Water collection funnels, with standard reference, are located at axes 1, 4 in steps - A, D, I, M.

6. Geometric invariability and spatial stability of the building frame are provided by the following design solutions:

6.1. rigidity of structural elements of the frame;

6.2. fixing in foundations and connections in joints of structures;

6.3. vertical stiffness links across columns (see above for details).

5. Fire Safety:

1. Fire resistance rating of the building - II;

2. Structural fire hazard class of the building - C1;

3. Functional fire hazard class of the building - F.5;

4. Functional fire hazard group of premises - F.5.1;

5. Explosion and fire hazard room category - D;

6. Fire hazard classes of building structures:

6.1. main bearing structures - C1;

6.2. external walls on the outside - C1;

7. The number of evacuation exits is 7;

8. Evacuation exits are located on axis 1 in step DE, on axis 5 in step MN, on axis 23 in steps VG, G-I, on axis A in steps 2-3 and 1516, on axis P in step 1819;

9. The largest distance from the workplace to the evacuation exit is 36 m.;

10. Evacuation from the coating is carried out along an external metal evacuation ladder with a march width of 0.7 m and a slope of 1:1, located at axis 1 in the step

A-B;

11. Access of fire departments to the building is provided through evacuation exits;

12. Access of fire departments to the coating is carried out by external fire and evacuation ladders located on the axis P in step 7-8 and on the axis 23 in step BV, as well as on the coating in places of height difference - on the axis 4 in step DG, on the axis 10 in step EW, on the axis L in step 1516.

курсовой проетк №2.dwg