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Diploma Construction departments. Office building
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Uploaded: 30.06.2011
Content: ozdiplom.rar 7502,26 kB
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Product description
Diploma Office building:
Graphical part (12 sheets A1):
1 sheet - facades, general plan
Sheet 2 - 1, ground floor, cutting
Sheet 3 - 2, 3 floors
4 list - an attic floor, the roof plan
Sheet 5 - Arrangement of elements of Caracas, the scheme floors, foundation
6 sheet - Column K-1
Sheet 7 - Rigel P-1
8 sheets - Foundations
9 sheet - TSP
10 sheets - Building general plan
11 leaf - Calendar plan
12 leaf - TEP
The content of the explanatory note (page 154):
Introduction
1. Architectural and construction part
1.1 Background
1.2 Master Plan
1.3 The structural scheme of the building
1.4 space-planning decisions
1.5 Technical and economic indicators of the building
1.6 Structural elements of the building
1.6.1 Foundations
1.6.2 Walls
1.6.3 Partitions
1.6.4 Ceilings and floors
1.6.5 Stairs
1.6.6 Windows
1.6.7 Doors
1.6.8 Roof
1.7 Engineering equipment
1.7.1 Heat.
1.7.2 Ventilation
1.7.3 Water supply and sewerage
1.7.4 Power supply
1.8 Advice for fire safety
1.9 Heat engineering calculation walling
1.9.1 Heat engineering calculation of the outer wall
1.9.2 thermal calculations cover
2. Settlement and constructive part
2.1. Totals
2.2. Brief information about the program complex "Lira"
2.3. Determination of design loads
2.4. Determination of efforts in the frame members
2.5. The layout of the constructive scheme of precast slab
2.6. The calculation and design of odnoprolёtnogo crossbar height of 45 cm
2.6.1. Initial data
2.6.2. Determination of efforts in the deadbolt
2.6.3. Strength Calculation protrudes over the cross section normal to the longitudinal axis
2.6.4. Calculation of strength bolts in the cross section, inclined to the longitudinal axis
2.6.5. Building materials diagrams
2.7. Calculation and design of columns basement
2.7.1. Initial data
2.7.2. Determination of efforts in column
2.7.3. The calculation of the strength of the column
2.8. Calculation and design of the foundation under the column
2.8.1. Initial data
2.8.2. Determining the size of the part of the sole foundation
2.8.3. Determination of the height of the foundation
2.8.4. Calculation of punching
2.8.5. Determination of the area of \u200b\u200breinforcement of the foundation
3. Foundations
3.1. Calculation and design of foundations
3.2. Evaluation of physical and mechanical properties of soils at the base of buildings
3.3. Determination of the depth of laying the foundation
3.4. Calculation of the columnar foundation of the axes 9D
3.4.1. Determining the size of the foundation plan
3.4.2. Determining the size of the foundation in terms of the system of civil settlements Base v. 7.0
3.4.3. Calculation of rainfall foundation by layering summation
3.4.4. Calculation of rainfall foundation in the civil settlement Base v. 7.0
3.4.5. Calculation of sediment bases by equivalent layer NA Tsytovich
3.4.6. Calculation of rainfall attenuation in time
3.5. Strip foundation-axis and 5-axis H
3.5.1. Determining the size of the foundation plan
3.5.2. Determining the size of the foundation in terms of the system of civil settlements Base v. 7.0
3.5.3. Calculation of rainfall foundation by layering summation
3.5.4. Calculation of rainfall foundation in the civil settlement Base v. 7.0
3.5.5. Calculation of sediment bases by equivalent layer NA Tsytovich
3.5.6. Calculation of rainfall attenuation in time
3.6. Determining the size of the foundation of the axis 1 in axis B-D in terms of the system of civil settlements Base v. 7.0
3.7. Determining the size of the foundation of the axis in the axes 1-3 in terms of the system of civil settlements Base v. 7.0
3.8. Determining the size of the foundation of the axis 8 in the axes B-D in terms of the system of civil settlements Base v. 7.0
3.9. Determining the size of the founda
Additional information
5. Organization of construction
5.1 The development schedule of the facility
5.1.1 Initial data for design
5.1.2 Defining the scope of work
5.1.3 Calculation of the uniformity of movement of workers
5.2 Development stroygenplana
5.2.1 Transverse and longitudinal snapping crane
5.2.2 Calculation of the volume of construction of temporary buildings
5.2.3 Calculation of warehouse space
5.2.4 The decision of a temporary road
5.2.5 Calculation of the need in the electrical load
5.2.6 Calculation of the required number of spotlights to illuminate the construction site and work area
5.2.7 Calculation of the need for temporary water supply
5.2.8 Calculation of the cost of temporary buildings
5.3 Technical and economic indices
5.4 Conclusion
6. Construction Economics
6.1. Drafting estimates
6.2. Technical and economic comparison of options
6.3. Determination of project profitability
7. Safety and environmental
7.1. Introduction
7.2. Analysis of dangerous and harmful factors and measures to prevent them in the design phase of the object
7.3. Ensuring safe and sanitary - hygienic conditions of work
7.3.1. Ensuring safe production conditions SMR
7.3.2. ELECTRICAL SAFETY
7.3.3. Lighting in the production of construction and installation work
7.3.4. Protection against noise and vibration
7.4. Stroygenplana
7.5. Measures to prevent emergencies
7.5.1. Analysis of the possibility of emergencies
7.5.2. Ensuring fire safety. Fire prevention system
7.5.3. Fire safety system
7.5.4. Calculation of lightning
7.5.5. Explosion protection
7.6. Environmental impact assessment and measures for environmental protection
7.6.1. Impact on the environment
7.6.2. Effects on soil
7.6.3. Impacts on the hydrosphere
7.6.4. Activities on the Environment
Closing
Literature
Delivered perfectly. Diploma in full. The archive drawings made in KOMPAS-3D (V.10) and also duplicated in AutoCAD (V.2006).
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