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毕业论文网 > 毕业论文 > 土木建筑类 > 土木工程 > 正文

Design of an office building in Nanjing of Jiangsu Province毕业论文

 2021-12-27 20:43:38  

论文总字数:107184字

Graduation project (Thesis) assignment

Topic

Design of an office building

name

in Nanjing of Jiangsu Province

Institute (Department)

College of Civil Engineering

Speciality

Civil Engineering

Full name

Kauanov Akzhol

Student ID

L004160104

Date of departure

2020.02-2020.06

Supervisor

岳健广

2020.06.04

Abstract

This project is a practical application project of an office building design in Nanjing, Jiangsu Province. The single floor building area is about 924.72m2,, the main body is three spans and 8 floors, and the building area is about 7397.76m2. The main design scheme is a multi-layer reinforced concrete frame structure, a Class C building, the structural safety level is Grade II, and the design service life is 50 years. The attached are the drawings of the assignment for the general layout of the project and the layout of column network on the standard floor.

The main purpose of this project on how to design an office building in Nanjing. The research project contributes to understand the office building that every time designed in a good way in China, thus we are trying to learn more as much as possible. We search in literature review for a standard Office Building design for Architectural, Structural and Mechanical.

Contents

Chapter One

  1. Architectural design
  2. Structural Design
    1. Cross sectional dimensions of beams and columns

Chapter 2

  1. Load calculation
  2. Live load and Constant(Dead) load calculation
    1. Constant(Dead) load calculation
    2. Standard value of vertical line load of floor beam
    3. Standard value of concentrated load of roof frame joint
    4. Floor frame node concentrated load standard value
  3. Wind load
  4. Earthquake action

Chapter 3

  1. Frame internal force calculation
  2. Frame internal force combination

Chapter 4

  1. Frame beam and column section design
    1. Frame beam section design
    2. Frame column section design

Chapter 5

  1. Stair structure calculation design
  2. Design of cast-in-place slab

Chapter 6

  1. Foundation design
    1. Calculation

Conclusion

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Chapter 1

1. Architectural Design in attachments

2. Structural Design

2.1 Cross sectional dimensions of beams and columns

Frame Beam:

L = 6000mm: h = () = h = 600;

= 250; b h = 250mm 600mm (transverse beam)

L = 2400mm: h = () = h = 400;

= 250; b h = 250mm 400mm (aisle beam)

L = 6000mm: h = () = h = 600;

= 250; b h = 250mm 600mm (longitudinal beam1)

L = 8400mm: h = () = h = 600;

= 250; b h = 250mm 600mm (longitudinal beam2)

L = 5400mm: h = () = h = 600;

= 250; b h = 250mm 600mm (longitudinal beam3)

L = 4200mm: h = () = h = 600;

= 250; b h = 250mm 600mm (longitudinal beam4)

Frame Column:

mm2 (for middle column)

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