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TSP - Industrial building

  • Added: 21.01.2015
  • Size: 3 MB
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Description

Technologies of construction production

Project's Content

icon
icon
icon Бакуменко-Ланцев.doc
icon ПЗ Катя.docx
icon Пояснительная записка.doc
icon Пояснительная к ЦЕХ ЖБИ.docx
icon Промышленные здания 20000.dwg
icon сплошная кол.doc
icon Цех - ЖБИ .dwg
icon Цех Катя.dwg
icon Цех Леша записка.dwg
icon Цех Леша.dwg

Additional information

Contents

Source Data

Territory Master Plan

Technological solutions

Volumetric planning solutions

Architectural Solutions

Facade solutions

Interior decoration

Design Solutions

Fire fighting measures

Engineering equipment

7.1. Water supply and sewerage

7.2. Heating and ventilation systems

7.3. Power supply system

Literature used

Design Instructions

Grid elements are manufactured separately, and during truss concreting they are connected by reinforcement outlets with belt assemblies; joints of reinforcement are welded and then carefully concreted .

Metal plates 200x200x10 mm are installed in the units along the upper belt, to which ribbed coating plates are then welded. Sealing of rod reinforcement outlets of stretched elements in units with stretched concrete shall be not less than 20d or 250 mm, and in compressed concrete by not less than 1215d or 200 mm (here d-larger diameter of longitudinal reinforcement). Total length of reinforcement sealing shall be 35d.

In the end sections of the lower belt, C-1 nets from wire reinforcement of class BpI were delivered. Transverse rods and clamps in all elements and intermediate units are assigned according to design requirements from wire reinforcement with a diameter of 6-8 mm class A-I.

Drawings content

icon Промышленные здания 20000.dwg

Промышленные здания 20000.dwg

icon Цех - ЖБИ .dwg

Цех  - ЖБИ .dwg

icon Цех Катя.dwg

Цех Катя.dwg

icon Цех Леша записка.dwg

Цех Леша записка.dwg

icon Цех Леша.dwg

Цех Леша.dwg
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