Post on 18-Jul-2016
description
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
Content Page
1.0INTRODUCTION
2.0INDUSTRIALIZEDBUILDING SYSTEM
INTRODUCTIONCLOSED BUILDING SYSTEMOPEN BUILDING SYSTEM
2.0INDUSTRIALIZEDBUILDING SYSTEM
TYPES OF IBS IN MALAYSIAFRAME SYSTEM -PANEL SYSTEM -
2.0INDUSTRIALIZEDBUILDING SYSTEM
TYPES OF IBS IN MALAYSIABOX SYSTEM -
STEEL FORMWORK SYSTEM -
2.0INDUSTRIALIZEDBUILDING SYSTEM
TYPES OF IBS IN MALAYSIASTEEL FRAMING SYSTEM -BLOCKWORK SYSTEM -
2.0INDUSTRIALIZEDBUILDING SYSTEM
TYPES OF IBS IN MALAYSIAPRE-CUT SYSTEM -
MODULAR PANEL SYSTEM -
2.0INDUSTRIALIZEDBUILDING SYSTEM
TYPES OF IBS IN MALAYSIALARGE-SIZE PANEL SYSTEM -VOLUME ELEMENT SYSTEM -
2.0INDUSTRIALIZEDBUILDING SYSTEM
ADVANTAGES
2.0INDUSTRIALIZEDBUILDING SYSTEM
DISADVANTAGES
2.0INDUSTRIALIZEDBUILDING SYSTEM
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
2.1.4IBS INSTALLATION
METHODS AND JOINT CONNECTIONS
COLUMNS
single storey column continuous column
2.1.4IBS INSTALLATION
METHODS AND JOINT CONNECTIONS
BEAMS
2.1.4IBS INSTALLATION
METHODS AND JOINT CONNECTIONS
COLUMNS AND BEAMS CONNECTION
2.1.4IBS INSTALLATION
METHODS AND JOINT CONNECTIONS
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
2.1.4IBS INSTALLATION
METHODS AND JOINT CONNECTIONS
OVERALL CONNECTION DETAILS
2.1.4IBS INSTALLATION
METHODS AND JOINT CONNECTIONS
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
3.1.3TENSILE STRUCTURE
COMPONENTS
OVERALL COMPONENTS
3.1.3TENSILE STRUCTURE
COMPONENTS
OVERALL COMPONENTS
3.1.3TENSILE STRUCTURE
COMPONENTS
OVERALL COMPONENTS
3.1.4DETAILED DIAGRAMS
not to scale
3.1.4DETAILED DIAGRAMS
not to scale
5.0REFERENCES