Hotel Project

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Uploaded: 01.04.2008
Content: diplom_proekt.zip 939,57 kB

Product description


Introduction
Initial data for design
Purpose of the building and working environment
Information about the classroom building, operational requirements,
degree of durability, fire resistance, flammability basic
structural elements construction site, climatic conditions
The master plan of the construction site and its relief
Geotechnical and hydrogeological conditions
construction site
Sources of water supply, electricity, heat and gas supply
Places sewerage network connection to the grid
Selection of the main options
Foreign practice of the construction of multi-storey buildings of reinforced
reinforced concrete
Patent Search
Architectural and structural section
General plan and accomplishment
Space-planning decisions
Constructive solution
Technical and economic indicators of Architecture
the structural design of the building
Interior and exterior of the building
Engineering equipment of buildings
Cash-constructive section
Calculation of ribbed reinforced concrete slab
beamed slabs
Calculation of the elements of precast slabs.
Calculation of hollow-core slabs P1
Calculation of hollow-core P2
Calculation of continuous precast bolt
Organizational and Technological section
The initial data for the development of production project
works
Counting the amount of work and the need for basic materials,
structures and products
Determination of the complexity of construction and installation work
Organizational and technological flowchart
construction of buildings
Technological card on the device monolithic ribbed
concrete floors with beamed slabs
Technological card on the device monolithic columns
Calculation elements stroygenplana
Rationale for the assembly crane
Binding assembly crane
Calculation of temporary buildings
Calculation of the elements of water supply

Additional information

Graphical part (15 sheets A1)
The master plan of the construction site M1: 500
Axonometry building M1: 100
Ground floor plan M1: 150
Plans for the third and fourth floors M1: 150
Plans and first floors of a typical floor plan covering M1: 200
Longitudinal and cross sections of M1 200, nodes A and B
I variant. Solid ribbed reinforced concrete ceiling slabs beamed
Option II. Precast floor of prestressed hollow-core slabs
Option II. Rigel 1 and 2
Technological card on the device monolithic reinforced concrete ribbed slab beamed slabs
Technological card on the device monolithic columns
The planned schedule
Stroygenplana M1: 400
Technical and economic parameters of the project. Compare options overlap

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