arc 3514 building technology 1 project 2 group report

TUTOR : MR. ADIB RAMLI

NAME and ID : DAVID KOO MEI DA 0311181 MOHD SYARULNIZAM MOHD NASIR 0302549 NIKKI WONG TYAN MUN 0303382 TAN ZHE SHEN 0312723 TONG CHIA SIN 1101A12324 WONG ROUNG-JANG 0303368

SUBJECT CODE : ARC 3514SUBJECT TITLE : BUILDING TECHNOLOGY 1PROJECT TITLE : P2 - ADVANCED ROOF & INDUSTRIALIZED BUILDING SYSTEM

Content Page

1.0INTRODUCTION

2.0INDUSTRIALIZEDBUILDING SYSTEM

INTRODUCTIONCLOSED BUILDING SYSTEMOPEN BUILDING SYSTEM


TYPES OF IBS IN MALAYSIAFRAME SYSTEM -PANEL SYSTEM -


TYPES OF IBS IN MALAYSIABOX SYSTEM -

STEEL FORMWORK SYSTEM -


TYPES OF IBS IN MALAYSIASTEEL FRAMING SYSTEM -BLOCKWORK SYSTEM -


TYPES OF IBS IN MALAYSIAPRE-CUT SYSTEM -

MODULAR PANEL SYSTEM -


TYPES OF IBS IN MALAYSIALARGE-SIZE PANEL SYSTEM -VOLUME ELEMENT SYSTEM -


ADVANTAGES


DISADVANTAGES


CONCLUSION

2.1PRECEDENT STUDY

INTRODUCTIONTAYLOR’S UNIVERISTY LAKESIDE C.

BASIC INFORMATION :

Name :Taylor’s University Lakeside Campus

Architect :NKWA Architects Sdn. Bhd.

Year Completed :20102010

Type :Private University

Location : No 1, Jalan Taylor’s, 47500 Subang Jaya, Se-langor. 3°04’30’’ N 101°35’ 28’’ E

Website :www.taylors.edu.my

2.1.1ADOPTION AND UTILI-

ZATION OF IBS

TAYLOR’S UNIVERISTY LAKESIDE C.

2.1.1ADOPTION AND UTILI-

ZATION OF IBS

TAYLOR’S UNIVERISTY LAKESIDE C.BLOCK C LEVEL 5

Precast Hollow Core Slab

Precast Concrete Columns

Precast Concrete Beam A

Precast Concrete Beam B

IBS Columns, Beams and Precast Hollow Core Slab are highlighted as shown in the pic-tures below. (All identifications are focused on Level 5 only)

2.1.2IDENTIFICATION OF IBS

COMPONENTS

TAYLOR’S UNIVERISTY LAKESIDE C.

Highlighted FloorIndication of IBS Columns

2.1.3IBS PRE-INSTALLATION

REQUIREMENTS

2.1.3.1MANAGEMENT ON SITE

2.1.3IBS PRE-INSTALLATION

REQUIREMENTS

2.1.3.2SITE LAYOUT PLANNING ELEMENTS

2.1.3IBS INSTALLATION

METHODS

2.1.3.2SITE LAYOUT PLANNING ELEMENTS


METHODS AND JOINT CONNECTIONS

COLUMNS

single storey column continuous column



BEAMS



COLUMNS AND BEAMS CONNECTION



COLUMNS AND BEAMS CONNECTION

continuous column and spine beam conenction

non continuous column and spine beam conenction

square corbel detail

high parapet concealed gutter detail

eaves gutter detail valley gutter detail



OVERALL CONNECTION DETAILS

3.0TENSILE STRUCTURE

INTRODUCTIONADVANTAGES AND DISADVANTAGES

TYPES OF FABRIC STRUCTURE

Sarawak StadiumExtracted from http://www.sara-timur.com/wordpress/wp-content/uploads/2011/12/swkstadium-625x300.jpg

Pullman Putrajaya Watersport Complex Extracted fromhttp://famecherry.com/wp-content/graphics/2011/11/IMG_0839_thumb.jpg

3.0TENSILE STRUCTURE

STRUCTURAL COMPONENTS

Masts are frequently fastened to foundations with hinged base plates. These often require triangular stiffening plates. Foundations need to be lowered to make the installation of the finished surfaces easier.

Used mainly for PTFE coated fibreglass fabric, but also for PV-coated polyester fabric when edge spans are longer than 20m.

Eye cables are cable loops lying within the membrane plane and are used to relieve forces at stress points.

EDGE CABLE WITH CLAMP EYE CABLES

BASE PLATES

CLEATS OR LUGS BALE RINGS EXTRUSION

Fabric pocket with cable. Used with polyester fabric or PTFE-coated fiberglass fabric. Of forces get too large, edge cable clamp would be more feasible.

These are designed and sized according to the loads they are subject to. Some may be subject to tension, some to compression, and some to both, so all structural specifications for the cleat size and amount of weld must be strictly adhered to during fabrication.

Bale rings are used to control stresses in fabric roof at high or low points. Used at high points they must be covered to make the structure watertight. If used at low points, they can be used to gather rainwater and snow for redistribution on site.

DOUBLE SHEAR CONNECTION SPIGOT CONNECTION

One of the more efficient ways to join two tubes at full strength for a moment connection. An advantage is that internal drainage or cabling can be arranged through the connection.

This is the strongest way to join a spar to a column with a pinned/bolted connection. The size of the pin/bolt determines the overall size of the connecting plates.

3.1PRECEDENT STUDY

INTRODUCTIONCHINA PAVILION

BASIC INFORMATION :

Name :China Expo Axis Pavilion

Architect :SBA International Stuttgart / Shanghai

Year Completed :20102010

Location : Shanghai, China

BesidesBesides the China-Pavilion, the Expo Boulevard is the largest and most significant building on the site. It forms the central entrance area and provides 350,000 m2 effective area for numerous facilities for the exposition.

VVia the round 1 km long and 100 m wide axis, which stretches across the entire site to the Huangpu river, the visitors are guided to the various national and theme-based pavilions.

TheThe Expo Boulevard is one of five buildings, which will remain after the world exposition to form the centre of a new urban district of Shanghai in the long run.

The design for the central boulevard originates by the architectural and urban design practice SBA from Stuttgart.

3.1.1ADOPTION AND UTILI-ZATION OF TENSILE

STRUCTURE

CHINA EXPO AXIS PAVILION

3.1.2IDENTIFICATION OF

TENSILE STRUCTURE COMPONENTS

CHINA EXPO AXIS PAVILION

3.1.3TENSILE STRUCTURE

COMPONENTS

OVERALL COMPONENTS

3.1.4DETAILED DIAGRAMS

not to scale

5.0REFERENCES

arc 3514 building technology 1 project 2 group report

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