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Steel structure waste in Omsk

  • Added: 21.02.2020
  • Size: 8 MB
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Description

The purpose of this diploma project is to design the load-bearing structures of the framework of the lantless one-story industrial building "Steel Structure Plant" in Omsk. 1.2 General characteristics of the building Industrial building has dimensions in the plan 60x144m. Nominal spans L = 30 m, number of spans n = 2, column spacing l = 6 m, height to the bottom of rafters H = 13.2m, girder type - arch, in spans of two cranes with lifting capacity Q = 20/5 t.

Project's Content

icon
icon Записка архитектура диплом.docx
icon записка БЖД диплом.docx
icon Записка жбк диплом.docx
icon Записка ТВЗ диплом.docx
icon Оглавление 1.doc
icon Оглавление 2.doc
icon Список литературы.docx
icon Чертежи ЖБК.dwg
icon Чертежи ТВЗ и архитектура.dwg

Additional information

Contents

TABLE OF CONTENTS

1 GENERAL ARCHITECTURAL AND CONSTRUCTION DESIGN

1.1 Introduction

1.2 General characteristics of the building

1.3 Design Input

1.4 Master Plan

1.5 Architectural and space planning solution

1.6 Structural solution of the building

1.6.2 Foundations

1.6.3 Sling structure of the coating

1.6.4 Communications

1.6.5 Exterior walls

1.6.6 Floors and coverings

1.6.7 Floors

1.6.8 Windows and doors

1.6.9 Heat Engineering Calculation of Building Exterior Wall

1.6.10 Fire fighting measures

1.7 Engineering Systems

1.7.1 Heating

1.7.2 Water supply

1.7.3 Sewerage

1.7.4 Power supply

1.8 Technical and economic parameters of the building

2 STRUCTURAL ENGINEERING

2.1 Design Input

2.2 Building Layout

2.3 Definition of cargo area

2.4 Calculation of transverse frame

2.4.1 Wind load

2.4.2 Crane load

2.4.3 Static calculation of transverse frame

2.5 Computer calculation result

2.6 Calculation and Design of Two-Run Column

2.6.1 Characteristics of concrete and reinforcement

2.6.2 Above-crane part

2.6.2.1 Calculation in bending plane

2.6.2.2 Calculation from bend plane

2.6.2.3 Check of strength of inclined sections

2.6.3 Crane part of the column

2.6.3.1 Calculation in bending plane

2.6.3.2 Calculation from bend plane

2.6.3.3 Calculation of intermediate spacer

2.6.3.4 Calculation of upper crane strut

2.7 Calculation and design of arch with span of 30 meters

2.7.1 Arch Calculation and Design

2.7.2 Calculation by crack formation

2.7.3 Calculation of the lower belt by crack opening

2.7.4 Calculation of upper compressed belt

2.7.5 Calculation of suspension

2.7.6 Calculation of reference unit

2.8 Calculation of foundation for row A column

3 CONSTRUCTION ORGANIZATION AND TECHNOLOGY

3.1 Structural diagram of the building

3.2 Calculation of erection scope

3.3 Selection of general organization of works and methods of installation works

3.3.1 Building grabbing

3.3.2 Sequence of components installation

3.3.3 Movement paths of installation cranes

3.3.4 Interconnection of transportation, storage and installation of structural elements

3.4 Selection of mounting equipment

3.5 Selection of cranes by technical characteristics

3.5.1 Calculation of required technical parameters of boom crane

3.6 Calculation of technical and economic parameters of installation

3.6.1 Calculation of time and wages for installation of structures

3.7 Process Engineering

3.7.1 Installation of components

3.7.2 Development of work schedule

3.7.3 Safety Instructions

3.7.4 Technical and economic indicators of the project

4 ENVIRONMENTAL PROTECTION

4.1 Planning and financing of measures to improve working conditions and safety. Nomenclature measures for labor protection. Essence and content. Event Planning Forms

Literature

Drawings content

icon Чертежи ЖБК.dwg

Чертежи ЖБК.dwg

icon Чертежи ТВЗ и архитектура.dwg

Чертежи ТВЗ и архитектура.dwg
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