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 New German Parliament, Reichstag 1 Section Title Section Subtitle  ARC 2513 BUILDING CONS  T RUCTION II UNDERSTANDING FORCES IN SURFACE STRUCTURE

Reichstag Surface Bcons 2 Complete

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  New German Parliament, Reichstag 1

Section Title

Section Subtitle

 ARC 2513

BUILDING CONS T RUCTION II

UNDERSTANDING FORCES IN SURFACE STRUCTURE

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Section Title Section Title

Section Subtitle Section Subtitle

 ii

PREFACE

PREFACE

CONTENTS

INTRODUCTION

 TIMELINE

  ARCHITECT

ORTHOGRAPHIC DRAWINGS

  SECTION FULL

SECTION DOME

SECTIONAL PERSPECTIVE

 AXONOMETRIC

BUILDING ANALYSIS

DESIGN CONCEPT

CONSTRUCTION PROCESS

LOAD DISTRIBUTION DIAGRAM

SPECIAL FEATURES

MODEL DESIGN PROCESS

  COMPONENT AXONO

MATERIAL

MODEL MAKING PROCESS

MODEL ANALYSIS

  PROBLEMS + SOLUTION

CONCLUSION

REFERENCING

CONTRIBUTORS

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ii

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4-5

6-7

8

9

10

11

12-13

14-17

18-19

20-21

 

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24-27

28-29

30-31

 

iii

iv 

SCHOOL OF ARCHITECTURE, BUILDING & DESIGNBachelor of Science (Honours) in ArchitectureBUILDING CONSTRUCTION 2 [ARC 2513]

Project 2: Understanding Forces in Solid Structure and Surface Structure

  The objectives of this project are as follows:  • To create an understanding of solid structure and surface structure and its relevant structural  components.  • To understand how a solid structure and surface structure reacts under loading.  • To demonstrate a convincing understanding of how Solid Construction and surface construction works.  • To exploit the qualities inherent in Solid Construction and surface construction.  • To be able to manipulate Solid Construction and surface construction to solve an oblique Design  problem.

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Section Title Section Title

Section Subtitle Section Subtitle

5 New German Parliament, Reichstag

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Section Title Section Title

Section Subtitle Section Subtitle

  New German Parliament, Reichstag 6

>> THE BUILDING

INTRODUCTION

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Section Title Section Title

Section Subtitle Section Subtitle

INTRODUCTION

>> TIMELINE

>> THE ARCHITECT 

INTRODUCTION

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Section Title Section Title

Section Subtitle Section Subtitle

>> THE ARCHITECT 

INTRODUCTION

>> SECTION OF REICHSTAG

ORTHOGRAPHIC DRAWINGS

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Section Title Section Title

Section Subtitle Section Subtitle

ORTHOGRAPHIC DRAWING

>> SECTION OF REICHSTAG DOME >> SECTIONAL PERSPECTIVE OF REICHSTAG

ORTHOGRAPHIC DRAWINGS

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Section Title Section Title

Section Subtitle Section Subtitle>> EXPLODED AXONOMETRY 

ORTHOGRAPHIC DRAWINGS

CUPOLA 

DOME

CHAMBER

EXISTING BUILDING

>> DESIGN CONCEPT 

BUILDING ANALYSIS

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Section Title Section Title

Section Subtitle Section Subtitle>> DESIGN CONCEPT 

BUILDING ANALYSIS

  1 2

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Section Title Section Title

Section Subtitle Section Subtitle

   1 

  -

   5 

BUILDING ANALYSIS

>> CONSTRUCTION PROCESS

Erection of the cupola’s steel

framing begin in June 1997

and the completed in Septem-

ber 1988.

 The rst step was construction

of a temporary steel formwork

on which the ramps were sup -

ported during their assembly.

 With the ramps in place, the

meridian structural ribs were in-

stalled; in the completed struc-

 ture the ramps are suspended

from these ribs.

Mounted externally onto the ribs

are the horizontal ring beams

 that support the glazing.

Spaced 1.7 meters apart, the

beams are secured to the ribs

by means of cast steel brack -

ets.

  4 5   6 7

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Section Title Section Title

Section Subtitle Section Subtitle>> CONSTRUCTION PROCESS

BUILDING ANALYSIS

 The structural elements that make up the

cupola were fabricated in the workshops

of Waagner-Biro in Vienna throughout the

spring and summer of 1997.

 The ramps were fabricated in short sec-

 tions to facilitate transportation and weld-

ed together on site to form continuous

lengths.

 The cupola with its glazing nearing com-

pletion.

 The fast glazed panels are lifted in place.

 The mirros that line the cone were se-

cured in place and adjusted individually to

ensure optimum efciency.

9 10

   6 

  -

   1   0

>> LOAD DISTRIBUTION ANALYSIS

BUILDING ANALYSIS

RAMP

 VERITCAL

RIB

 TENSION

ROD

 TENSION

ROD

 VERTICAL 

RIB

HORIZONTAL

BRACING

S i Ti lBUILDING ANALYSIS

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Section Title Section Title

Section Subtitle Section Subtitle>> LOAD DISTRIBUTION ANALYSIS

BUILDING ANALYSIS

BLOW UP

DETAIL 3

BLOW UP DETAIL X 

 TENSION

ROD

 VERTICAL 

RIB

23 New German Parliament, Reichstag

>> THE CUPOLA 

BUILDING ANALYSIS

S ti Titl S ti Titl

BUILDING ANALYSIS MODEL DESIGN PROCESS

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Section Title Section Title

Section Subtitle Section Subtitle

  New German Parliament, Reichstag 24

>> THE CONE

BUILDING ANALYSIS

>> COMPONENTS

MODEL DESIGN PROCESS

CUPOLA 

HORIZONTAl BRACING

 VERTICAL RIBS

SPIRAL RAMP

SOLAR CONE

One skin for entire dome. 24 panes of

glass per row.

Upper Ring Beam + 17 Steel horizontal

bracing + Lower Ring Beam

24 x Steel Vertical Ribs

2 x Steel Helix Spiral Ramps

Dodecagon (12 sides) of

reective mirror.

1

2

4

3

5

Section Title MODEL DESOGN PROCESS

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Section Title

Section Subtitle >> MATERIALS

MODEL DESOGN PROCESS

1. DOME SKIN

  - PLASTIC SHEET (GLASS PANELS)

  - MODEL CARD SPRAYED SILVER

(GLASS FRAME)

2. HORIZONTAL BRACING

  - MODEL CARD SPRAYED SILVER

3. VERTICAL RIBS

  - METALLIC CARD

  - WHITE TACK 

4. SPIRAL RAMP

  - METALLIC CARD

5. SOLAR CONE

  - METALLIC CARD

  - ALUMINIUM FOIL SHEET 

  - FOAM CARD (REFLECTIVE MIRROR

PANEL)

MODEL 

CARD

PLASTIC

SHEET 

 WHITE

 TACK 

METALLIC

CARD

 ALUMINIUM FOIL 

SHEET 

FOAM

CARD

Section Title Section TitleMODEL DESIGN PROCESS

SOLARMODEL DESIGN PROCESS

SPIRAL

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Section Title Section Title

Section Subtitle Section Subtitle>> SOLAR CONE

MODEL DESIGN PROCESS

  SOLAR

CONE

>> SPIRAL RAMP

MODEL DESIGN PROCESS

SPIRAL

RAMP

MODEL ANALYSIS

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PROBLEM & SOLUTION

MODEL ANALYSIS

#1

#2

#3

#1

MODEL ANALYSIS

CONCLUSION

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>> PROBLEM & SOLUTION

MODEL ANALYSIS

#2

#3

CONCLUSION

Upon reection, the project was very useful in helping us understand the way surface structure construction works. There were a number of setbacks as high -

lighted in the previous pages, but overall, the main difculty was in the extortionate amount of details in the construction.

 The spheric nature of the building also left no room for second guesses. Calculations had to be made down the the position of holes and the degree of curva-

 ture. The sheer volume of individual components was also overwhelming and demanded the most man power out of all the tasks.

Precision is key in assembling this project and is the reason for most of failures during the trial period. There were numerous other issues but we managed to

overcome them.

 Though the model construction process was not a failure in any sense, there are still numerous ways in which they could have been improved. Perhaps a deeper

understanding of the material was needed in order to maximize results.

Precision could have been improved in terms of execution. On paper everything looks ne but it is onlu I when making the model do problems start cropping up.

For future reference, if budget permits, perhaps laser cutting components would help increase the accuracy.

Section Title Section Title

REFERENCES

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Section Title

Section Subtitle Section Subtitle

REFERENCES

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36 New German Parliament, Reichstag

Section Title

Section Subtitle

WONG ROUNG-JANG

GARY CHONG WEE MING

GOH KEE WOON

DANIEL CHEW FENG YI

DAVID KOO MEI DA 

 ANG BOON CHEONG

 ALEXIS OH KENG YEE

0303368

0302527

0303315

0303030

0311181

0315560

0312501

CONTRIBUTORS