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CONSTRUCTING ENVIRONMENTS LOGBOOK FINAL SUBMISSION YULIANA KUSUMA WIDJAJA 657711

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Constructing Environments at The University of MelbourneSemester 1 2014

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Page 1: CONSTRUCTING ENV : FINAL LOGBOOK

C O N S T R U C T I N G E N V I R O N M E N T S L O G B O O K F I N A L S U B M I S S I O N

Y U L I A N A K U S U M A W I D J A J A

6 5 7 7 1 1

Page 2: CONSTRUCTING ENV : FINAL LOGBOOK

T a b l e o f C o n t e n t

WEEK Topic Structural Concepts

Construction Systems

Materials Theatre Studio

01 Introduction to Construction

Loads & Forces

Construction Overview

Introduction to Materials

Theatre 01 Mass

02 Structural loads and Forces

Structural Systems &Connections

Construction Processes & Systems

ESD & Materials

Theatre 02 Frame

03 Footings & Foundations

-Structural Elements -Geometry & Equilibrium

Footings & Foundations

Mass & Masonry Materials

Theatre 03 Case Study #1

Out & About (Part 1)

04 Floor Systems & Horizontal Elements

-Beams & Cantilevers -Span & Spacing

Floor & framing system

Concrete Theatre 04 Case Study #2

Working Drawing Introduction

05 Columns, Grids, Wall Systems

Columns, Frames, Grids

Walls, Grids, & Columns

Timber Theatre 05 Case Study #3

Structural Conepts

06 Spanning & Enclosing Space

Trusses, Plates, & Grids

Roofing Strategies and Systems

Metals Theatre 06 Case Study #4

Full Size

07 Detailing Strategies 1

Arches, Domes, & Shells

Detailing for heat & Moisture

-Rubber -Plastic -Paints

08 Openings Deformation & Geometry

Strategies for Openings

Glass In Detail

09 Detailing Strategies 2

Stress & Structural members

Construction Detailing

Composite Materials

Off Campus

10 When Things Go Wrong

Lateral Forces Collapses & Failures

Heroes & Culprits

Out & About (Part 2)

!

Page 3: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 1 Introduction to Construction

E-LEARNING& READINGS STRUCTURAL CONCEPTS:

Loads & Forces

CONSTRUCTION SYSTEMS Construction Overview

MATERIALS

Introduction to material

THEATRE Theatre 01

STUDIO

Mass

GLOSSARY Load path

Masonry Compression

Reaction Force Point Load

Beam

Page 4: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 1

KNOWLEDGE MAP

Introduction to Construction

Structural Concept

Loads

Static

Dynamic

Load Path Diagram Forces

Tension

Compression

Construction Systems

Construction Overview

Materials

Introduction to materials

Page 5: CONSTRUCTING ENV : FINAL LOGBOOK

E-LEARNING

STRUCTURAL CONCEPTS LOADS (2.08-2.11)

Loads on Bulding

Static

Live Loads

Dead Loads

Dynamic

Wind Loads

Earthquake Loads

Any moving or movable loads on a structure

Static loads acting vertically downward on a structure

Horizontal movement

3 Dimensional vibrations

The load is not being transferred here because it takes the most direct routes down to the ground.

Reaction!!

Action = - Reaction

LOAD PATH DIAGRAM

Force

any influence that produces a change in the shape or movement of a body

Tension

- happens when being pulled - stretch and elongate the material

Compression

- happens when being pushed

- shorten the material

Vector LENGTH + DIRECTION

* The magnitude of tension or compression depends on: stiffness of the material, cross

sectional area, magnitude of the load

FORCES

Page 6: CONSTRUCTING ENV : FINAL LOGBOOK

THEATRE

CONSTRUCTION SYSTEMS Construction Overview

At the start of this theatre session, students were asked to build a structure out of paper that can hold a brick.

I tried putting IPad on top of my structure, and it worked. In conclusion, folding makes the structure stronger because it is

more rigid.

E-LEARNING

MATERIALS Introduction to Material

Wh

at

to c

on

side

r

Strength

Stiffness

stiff

flexible

stretch

sloppy

Shape

monodimensional (linear)

bidimensional (planar) e.g. sheet metal

tridimensional(volumetric) e.g. concrete

Material Behaviours Isotropic equally strong in both compression and

tension (e.g. steel)

Anisotropic behave differently depending on the forces applied

Economy How efficiently does the

material get used with the construction system?

e.g. stud frame system is very efficient in Melbourne as

timber is abundant

Sustainabilty

Page 7: CONSTRUCTING ENV : FINAL LOGBOOK

Triangular base

Prism

1 2

3 !

4! 5!

MATERIAL: MDF (MEDIUM DENSITY FIBREBOARD) The aim of this activity is to understand the load path during different stages of construction and deconstruction

Our group decided to use prism with triangle shape as the base since we found out that triangular prism require less material cylinder

Construction concepts and block laying techniques

As the tower gets higher, the block laying technique changes in order to keep the tower balance.

BASE We need a strong base hence the blocks are closer together but still leaving a gap for material efficiency

TRANSITION When the base is high enough, , we started to lay the blocks inward forming pyramid. This reduces the amount of blocks needed.

TOP As the material is limited, we laid the block vertically so that the tower will get higher. We only focus on one side due to limited amount of material

Create hole to let the object in

Loads Load Path Reaction

Load Path Diagram Legend

STUDIO

Compression

Page 8: CONSTRUCTING ENV : FINAL LOGBOOK

DECONSTRUCTION PROCESS

We started to deconstruct on the 2 sides, which are shorter than the other one, by creating holes in the middle, producing column.

column!

SIDE VIEW The collapse critical point is when the middle part has gone. This is because the triangle shape is no longer connected hence nothing holds the top part of the tower.

TOP VIEW Here it can be clearly seen that the tower is no longer connected

Page 9: CONSTRUCTING ENV : FINAL LOGBOOK

COMPARISON WITH OTHER GROUPS’ TOWERS

Gap! No!Gap! Gap!

EFFICIENCY OF MATERIAL Group A and C leave gap between blocks, while group B does not leave gap at all. Leaving gap is more efficient since it reduces the amount of blocks needed to build the same area.

BLOCK-LAYING TECHNIQUES & VARIANCE IN CONCEPTS Group B &C changes their techniques in laying the blocks, while Group A did not.

A B C

BASIC SHAPE The three other towers use cylinder shape. A t first we planned to use cylinder, but in the end we decided to use prism as we concluded that prism would use less material.

Achieve greater heights but become less stable

since the base has smaller surface area

Group A Group B Group C

Page 10: CONSTRUCTING ENV : FINAL LOGBOOK

1. LOAD PATH The path of the load down to the ground

2. MASONRY Stucture consisting of modular units (stone, claybrick, concrete blocks)

3. COMPRESSION The action of pushing / pressing which cause a shortening of the material

4. REACTION FORCE A force with the same value as action but in the opposite direction

5. POINT LOAD A term used in structural analysis to define a concentrated load on a structural member (Dictionaries of Construction, 2014)

6. BEAM a long piece of heavy often squared timber suitable for use in construction (Merriam-Webster, 2014)

Ching, F.D.K. (2008). Building construction illustrated (4th ed.).Hoboken,New Jersey: John Wiley& Sons , Inc.

GLOSSARY

REFERENCES

Page 11: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 2 Structural loads & Forces

E-LEARNING& READINGS STRUCTURAL CONCEPTS:

Structural Systems & Connections

CONSTRUCTION SYSTEMS Construction Processes &Systems

MATERIALS

ESD &Materials

THEATRE Theatre 02

STUDIO Frame

GLOSSARY

Structural Joint Stability Tension Frame

Bracing Column

Page 12: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 2

KNOWLEDGE MAP

Structural Loads & Forces

Structural Concept

Structural Systems

Solid

Surface

Skeletal

Membrane

Hybrid

Stuctural Connections

Fiix joint

Pin Joint

Roller Joint

Construction Systems

Construction processes& Systems

Enclosure / Envelope System

Structural System

Sercvice System

Materials

ESD & Materials

Page 13: CONSTRUCTING ENV : FINAL LOGBOOK

Structural Systems

Solid

Bricks, Mud

Works best under compression

Surface

Shell/ Planar

Skeletal

Frame

Very efficient in transferring loads down through to

the ground

Membrane

Cover very large area very

efficiently and cheaply

Hybrid

Combination of structural systems

ETFE

Strategies for 'water tank' : - stronger joint connections using 2 pins per

column rather than 1 - triangulation of posts - bracing between posts - spreading the load onto a larger footing - shortening the post length

(Newton 2014)

THEATRE

WATER TANK SYSTEM

E LEARNING

STRUCTURAL SYSTEMS & FORMS (Newton, 2014)

Page 14: CONSTRUCTING ENV : FINAL LOGBOOK

Construction system

Enclosure/ Envelope

system

Structural System

Service System

• Comfort • Protection • Easily Maintained • Easily Replaced

1. Performance requirements

• Proportion • Colour • Surfaces

2. Aesthetic qualities

• Affordability: initial cost and longevity cost

3. Economic Efficiencies

• Embodied energy • Energy efficiency • Materials used

4. Environmental impacts

• Safety • Local Council Regulation

5. Regulatory Constraints

• Fit Budget • What materials available • Construction Labour

6. Construction Practice

CRITERIA:

1. Site condition 2. The urgency / need for facility 3. Consideration of function 4. Rituals, budget, available techniques and materials

CONSTRUCTION SYSTEM (Ching, 2008)

STRUCTURAL JOINTS (Newton, 2014)

A FRAMEWORK FOR ANALYSING FORM (Selenitch, 2014)

Basic structural joints

Roller Joints Pin Joints Fixed Joints

Page 15: CONSTRUCTING ENV : FINAL LOGBOOK

ESD & SELECTING MATERIALS (Newton, 2014)

Sourcing

Manufacture

Distribution Use

Recovery DESIGN

LIFE CYCLE

SUSTAINABLE BUILDING PRECEDENT: COUNCIL HOUSE 2(CH2) 240 Lt. Collins St Observation Date: 18 March 2014 12.30 pm

CH2 building is Melbourne’s six star green building completed in 2006. The building is adaptable to day and night, as well as to winter and summer. There are several ESD strategies applied:

Wind Turbines

Vertical plant

Exhaust High level ceilings

Chilled ceilings

Roof Top Energy

Healthy Air

Thermal mass

Shower Tower

The facade facing west is made of operable vertical timber shutter, which is adaptable to winter and summer. As my observation was during summer, it was closed hence providing full summer shading while still allowing filtered daylight and views.

(City of Melbourne, 2014)

Page 16: CONSTRUCTING ENV : FINAL LOGBOOK

STUDIO ACTIVITY: ‘FRAME’ MATERIAL: BALSA WOOD This week's activity is to understand the importance of structural joints: pin joint, roller joint, and static joint, in frame structure

CONSTRUCTION PROCESS

We decided to build a frame with triangular prism shape. We applied bracing on the 3 sides in order to prevent deflection / torsion (twisting). Moreover, we make large surface area to minimize pressure, since P=F/A, so the grater the surface area, the lower the pressure.

COLUMN The 3 columns have to be the strongest part of the structure; hence, we stick two balsa wood together perpendicularly, which strengthen the balsa wood.

BRACING We applied cross bracing on the 3 sides in order to minimize horizontal movement (shear).

LOAD PATH DIAGRAM

Load!

Load!Path!Diagram!

Reaction!

HOWEVER, our frame structured failed to withhold loads. Things to learn: : As the balsa wood is long and thin, we need more cross bracing to

stabilize it.

Page 17: CONSTRUCTING ENV : FINAL LOGBOOK

COMPARISON WITH OTHER FRAME STRUCTURES’ GROUP

Group A

Large Surface Area

No Bracing

It has a large surface area which causes causes less pressure to the ground. However, it does not have bracing on the sides hence the structure is weak.

Small surface area

Truss system

In contrast to group A, group B’s structure has a strong structural system as they applied truss system. However, only small area attached to the ground hence it has large pressure.

This is a very good structure as it can withhold quite large loads. It has a very large surface area and many cross bracing.

The edge structure is very strong as even though the above part has bent, the edges keep straight

The doubled the balsa in the middle part, which makes the structure strong

Group B

Group C

Page 18: CONSTRUCTING ENV : FINAL LOGBOOK

STRUCTURAL JOINT ‘the junction of two or more members of a framed structure’ (Merriam-Webster, 2014) STABILITY Equal Forces / Balanced TENSION the stress resulting from the elongation of an elastic body (Merriam-Webster, 2014) FRAME to construct by fitting and uniting the parts of the skeleton of (a structure) (Merriam-Webster, 2014) BRACING A structure that hold parts together & resist shear forces COLUMN Vertical supports

City of Melbourne. (2014). Council House 2 – Our green building. Retrieved from http://www.melbourne.vic.gov.au/Sustainability/CH2/Pages/CH2Ourgreenbuilding.aspx.

GLOSSARY

REFERENCES

Page 19: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 3 FOOTINGS & FOUNDATION

E-LEARNING& READINGS STRUCTURAL CONCEPTS:

Structural Elements Geometry& Equilibrium

CONSTRUCTION SYSTEMS

Footings & Foundations

MATERIALS Mass& Masonry Materials

THEATRE

Case Study #1

STUDIO Out and About (Part 1)

GLOSSARY

Moment Retaining Wall

Pad Footing Strip footing

Slab on ground Substructure

Page 20: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 3

KNOWLEDGE MAP

Footings & Foundations

Structural Concepts

Structural Elements

Strut

Tie

Panel

Beam

Slab

Geometry & Equilibrium

Construction Systems

Footings

Pad

Strip

Raft

Foundations

Shallow

Deep

Materials

Monolithic Materials

Bricks

Concrete Blocks

Stone

Page 21: CONSTRUCTING ENV : FINAL LOGBOOK

E-LEARNING

STRUCTURAL CONCEPTS Structural Elements Geometry& Equilibrium

Structural Elements

Strut

Vertical elements designed to carry

The load produces compression

Tie

The load produces tension.

Panel

VERTICAL ELEMENTS designed to carry horizontal

loads

Beam

HORIZONTAL ELEMENTS designed to carry vertical

loads

Tend to curved (compression at the top,

tension at the bottom

Use materials that can support both

compression and tension, such as timber, steel, reinforced concrete.

Slab/ Plate

usually supported by beams

The load is spread evenly throughout the slab

Tie

Strut

Panel

Beam

Slab disperse the load to the whole slab

F action

F reaction

CENTRE OF MASS / GRAVITY The centre of mass is the point about which an object is balanced.

EQUILIBRIUM Equilibrium is a state of balance or rest resulting from the equal action of opposing forces. In other words, as each structural element is loaded, its supporting elements

F ACTION = - F REACTION

Page 22: CONSTRUCTING ENV : FINAL LOGBOOK

Footings & Foundations

FOOTINGS PART of foundation

FOUNDATIONS: the WHOLE substructure

Shallow

Condition: -Soil condition is stable

-Soil bearing capacity is adequate

Footing Type (3.09)

Pad/Isolated

Spread a point over a wider area of ground

Strip

Spread in a linear manner

Raft

Joining strips together (Most stable)

Deep

Condition: -Soil condition is unstable

-Soil bearing capacity is inadequate

Use END BEARING PILE(3.10)

Extend the foundation downto rock/soil that will provide support for the building

loads

Definition: a substructure constructed below the ground

Function: to support the superstructure and transfer all loads acting on the

building structure to the ground

DIFFERENTIAL SETTLEMENT (failing to

support the loads evenly): cause

cracking

(Own Image taken during site visit week 9)

RETAINING & FOUNDATION WALLS (3.10) Basement or where there is a change in site levels needs to be stabilized

Piles & bored piers can support the loads of adjacent soil.

E-LEARNING

CONSTRUCTION SYSTEMS Footings & Foundations

Page 23: CONSTRUCTING ENV : FINAL LOGBOOK

E-LEARNING

MATERIALS Monolithic Materials: MASONRY

MASONRY Particular subset of mass construction made from similar units

Materials!

Stone!

Slabs!

Ashlar!blocks/dressed!stone!

Rubblestone!

Earth! mud!bricks! labor!intensive!

Clay!

bricks!

honeycomb!blocks!

Concrete!

Blocks!

Commons!

Masonry!

Construction!

Vertical!

Walls!

Columns!/!piers!

Horizontal!&!curved!spanning!

Beams/!lintels!

Arches!

Spanning!/!enclosing!elements!

Vaults!

Domes!

Modularity!

Modular!

Clay!Brick!

Mud!Brick!

Concrete!Block!

Ashlar!Stone!

Nonmodular!

Concrete!

Rammed!Earth!

Monolithic!stones!(columns!

&!beams)!

:!Strong!in!compression,!weak!in!tension!

:!Hard:!resist!abrasion!(scratching!&!blasting)!

:!Compressive!strength!

:!Good!thermal!mass!

:!Durable!

Main!properties:!

Page 24: CONSTRUCTING ENV : FINAL LOGBOOK

E-LEARNING MASONRY:

Clay Bricks

CONSIDERATIONS: Permeable/ non waterproof Advantages: + can be joined with water-based mortar +will not deteriorate if adequately ventilated so that any wetness can escape Disadvantages: - absorb moisture and expand over time -> expansion joints required

PROPERTIES Hardness Medium – high, can be scratched with a metallic object Fragility Medium, can be broken with trowel Ductility Very low Flexibility Very low flexibility & plasticity Porosity/permeability Medium-low, becomes soaked only if placed in prolonged contact with

water Density Medium, +-2-2.5 more dense than water Conductivity Poor Durability/ life span Typically very durable Reusability/ Recyclability High Sustainability/ Carbon Footprint Tends to be locally produced, the firing process adds to its carbon

footprint Cost Generally cost effective but labor intensive

Clay!Bricks!

Uses!

walls!

arches!

paving!

Making!process!

Hand!made!(convict!made)!

Machine!molded!(pressed)!

Extruded!/!wire!cut!

Arrangement:!

Sretcher!course!

Header!course!

Brick!on:edge!course!

Soldier!course!

Joint!Finishing!

Raked!

Ironed!

Weather!Struck!

Flush!

(Brick Tiles, 2014)

(Boral, 2014)

(Ebay, 2014)

1!!!2!!!3!!!4!

1!!2!!3!!4!

BED

HEADER STRETCHER

Page 25: CONSTRUCTING ENV : FINAL LOGBOOK

Holes:

- reduces waste - increase stability - allow reinforcement placed

in holes

PROPERTIES Hardness Medium – high, can be scratched with a metallic object Fragility Medium, can be broken with trowel Ductility Very low Flexibility Very low Porosity/permeability Medium, some concrete blocks are sealed to reduce the opportunity

for water absorption Density Medium, +-2-2.5more dense than water Conductivity Poor Durability/ life span Typically very durable Reusability/ Recyclability Medium Sustainability/ Carbon Footprint Inclusion of recycled and waste produces from other processes is

allowing a positive reduction in carbon footprint and increase in sustainability for many concrete products

Cost Generally cost effective but labor penalties are often applied as the larger format units mean construction usually progresses at a faster rate.

(Aquarius Aquarium, 2014)

390 90

190 Concrete blocks

Components

Cement

Sand

Gravel

Water

Process

Mxiing

Molding

Curing (hydration of chemical process)

Use

Load Bearing (Structural Walls)

Nonbearing Load (dividing

&decoorative walls)

COMPARISON

In order to provide structural resistance to lateral loads, CMU are

often strengthened with steel reinforcing bars filled with grout.!

E-LEARNING MASONRY:

Concrete Blocks

Concrete Clay bricks Shrink Expand The cement paste reduces in volume as it hydrates and drying shrinkage occurs as water is lost to the atmosphere.

Absorb moisture from the atmosphere

!

Page 26: CONSTRUCTING ENV : FINAL LOGBOOK

1. Igneous a. granite, basalt,

bluestone b. formed when molten

rock (lava/magma) cools

c. very dense, hard, dark in colour

d. used in footings which require high compressive strength & impervious

e. Finishes: hount, erasticated, block

2. Sedimentary a. e.g. limestone,

sandstone b. Formed when

accumulated particles are subjected to moderate pressure

c. Soft, less dense – prone to wind, + easy to be carved & shaped

d. Light in colour 3. Metamorphic

a. Eg. Marble, slate b. Formed when igneous/

sedimentary stone subjected to pressure, high pressure or chemical process.

E-LEARNING MASONRY:

Stone

Stone

Type Use

walls (structural& nonstructural)

paving

cladding

aggregates

feature design elements

Screening walls

Retaining walls

Elements & Units

Ashlar

Stones are carved into

smaller modular elements

Rubble

not evenly smooth

Require skilled labour

PROPERTIES

Granite (Wikipedia, 2014)

Sandstone (Geology, 2014)

White Marble (Essential, 2014)

Hardness (Hardest) Igneous -> metamorphic -> sedimentary Fragility Largely geometry dependent ( thickness to surface area ratio) Ductility Most have very low ductility Flexibility Mostly very low (rigid) Porosity/permeability Large range (pumice is very porous, granite is not) Density Largely depending on stone type, stones most often used in construction (e.g.

granite, marble, sandstone, slate) are 2.5-3 times more dense than water Conductivity Poor conductors of heat and electricity Durability/ life span Typically extremely durable Reusability/ Recyclability Very high Sustainability/ Carbon Footprint

Transport energy is the main factor (local stones have low carbon footprints), stone sourcing has a high environmental cost

Cost Largely dependent on labor and scarcity

!

Page 27: CONSTRUCTING ENV : FINAL LOGBOOK

Reclaiming land The 2012 Olympic park was developed in brownfield (area that has been neglected/ unused)

- MATERIAL Clever use of material; It uses 18% less carbon than Beijing Building material: Recycled Steel Advantages: minimize costs & environmental impacts Roof: flexible PVC Advantages: dynamic, easier construction & demolition Disadvantages: PVC is a villain material as it is a plastic-based material hence hard to be recycled and lifetime pollution (CHAPTER 10)

- CONSTRUCTION SYSTEM The structure is transformable. The stadium has the capacity of 80000 seats during the Games, yet it will be reduced to 250000 post events.

- STRUCTURAL CONCEPTS

o Truss System

THEATRE CASE STUDY #1 LONDON OLYMPIC PARK Alan Pert 19 – 03 - 2014

Dig underground

Truss

Transformable Roof

National Geography Channel (2014)

Truss system

Page 28: CONSTRUCTING ENV : FINAL LOGBOOK

STUDIO OUT & ABOUT (Part 1)

1. Lot 6 Café Structural & construction system:

Mass structure Solid Structure Foundation: Concrete Strip footing Structural elements: Beam Slab Panels Materials: Beam: steel Slab & Panels : Reinforced Concrete Window Frame: aluminum Masonry brick Expressed/ concealed Concealed: reinforced concrete

Structural & construction system: Surface Foundation: Concrete Strip Footing Structural elements: Panels Beam Strut Cantilever Materials: Timber framed floor Walls: timber lining as the finishing material (roof sheathing) Steel framed beam Concrete footings Masonry: basalt Expressed/ concealed? Expressed Structural joints: pin joint &fixed joint

The!loads!of!the!ceiling!are!mostly!transported!to!the!column!on!sides!

rather!than!to!the!beam!

Cantilever

2. Frank Tate Pavilion

Structural joint: steel plates welded to steel beam, then bolted to timber Strip footing

Floor system: lightweight Realisation of Timber- floor system As the pavilion uses timber floor system, it requires a gap underneath for ventilation to avoid timber from rotting Advantages: cheaper and faster

Page 29: CONSTRUCTING ENV : FINAL LOGBOOK

Structural & construction system: Solid Combination of mass construction outside and lightweight inside Use brick to integrate with the surrounding buildings Structural elements: Slab: roof steel Panel : Brick veneer (brick – insulation – plasterboard) Floor: concrete slab and built on the ground (no insulation) Materials: This construction wastes material as the brick wall is unnecessary Expressed/ concealed? expressed Structural joints: pin joint

3. Old Geology South Lecture Theatre Entry Structure

Cantilever

Brick walls (Non-load bearing wall)

Plasterboard (load bearing wall)

LOAD

4. New Melbourne School of Design under construction

Structural system: Solid, surface, skeletal Foundation: insitu concrete Structural elements: Panels: Concrete panels to form façade Cantilever Slab Filled glazing Loads transferred through the internal concrete beam Steelwork at the bottom: framework for glazing Materials: Reinforced concrete Steel Expressed/ concealed? Concealed Structural joints: Fixed joint & pin joint Feature Screening: protection from direct sunlight Horizontal: for north-sun Vertical: east west

Steel reinforcement

Concrete

Design feature Horizontal screening on east side of the building

Filled glazing. The windows are secondary structure, hence they don’t carry the load of the building

Cantilever the underneath can be used as an open space area

Page 30: CONSTRUCTING ENV : FINAL LOGBOOK

5. Beaurepaire Centre Pool

Structural system: Solid Footing: Pad Structural elements: Strut Panel Slab Materials: Clay bricks Steel Concrete Expressed/ concealed? Expressed Structural joints: Pin joint & Fixed Joint

Portal Frame Sketch (Ching, Building construction illustrated. p6.07)

!!!!

6. Oval Pavilion (North Side of Oval)

Structural system: Solid Planar Strip Foundation: Concrete Structural elements & Material: Beam Cantilever Strut Wall: aluminum frame Steel frame Materials: Timber Timber cladding: external waterproof Timber lining: internal waterproof Concrete Expressed/ concealed? Expressed Structural joints: Pin joint Feature Deck Skylight: giving light to basement

Skylight

Cantilever

Timber Deck The paintings fade away due to rain

Fascia

Internal timber lining

Aluminium frame

Purlins with lateral bracing

Page 31: CONSTRUCTING ENV : FINAL LOGBOOK

Structural system: Membrane: able to cover large area Structural elements: Tie Strut Cable tension supporting the steel beam Lightweight steel frame Compression Materials: fabric with plastic sheathing Expressed/ concealed? Expressed Structural joints: Pin joint Feature Membrane system

7. North Court Union House

Cable tie works on tension

Pin joint

8. Stairs on west end of Union House

Structural system: Skeletal Lighweight construction Structural elements: Tie Beam Materials: Steel Expressed/ concealed? Expressed Structural joints: Pin Joint Fixed Joint Feature The tie is not the only structural elements that hold the loads of the stairs. There are steel beams and columns underneath the stairs which bring the force down to the ground.

The cable tie works under tension

The steel plates are welded and bolted together directly without using

plate connector.!!

W Shape Steel Beam (Ching, 2008 p. 4.16)

Ching (2008), p. 4.17 Steel Beam Connections

Steel column and beams transfer the loads of the structure down to ground

Page 32: CONSTRUCTING ENV : FINAL LOGBOOK

(Merriam Webster, 2014)

9. Arts West Student Centre

Structural system: Skeletal Structural elements Truss Strut Material: Stone Steel Expressed/concealed Expressed Structural joints Pin Joint Feature The truss is just a design feature; It does not hold any applied force

Warren truss: forming equilateral triangles (Ching, 2008 P. 6.09)

There is steel beam transferring the load of the truss down to the ground

Structural system: Solid Structural elements: Strut Pad Footing Materials: Concrete Expressed/ concealed? Concealed Structural joints: Fixed Feature Vault

10. Underground car park & South Lawn

!!!!!

2 direction

Fixed Joint

Pad Footing

FROM ELEARNING WEEK 7

Page 33: CONSTRUCTING ENV : FINAL LOGBOOK

!

1. Moment The moment of a force is the tendency to make an object or a point rotate. It has direction, magnitude, sense. Moment = F.d

2. Retaining Wall A structure used to sustain the pressure of the earth behind it. (Dictionary of Construction, 2014)

3. Pad Footing A thick slab-type foundation used to support a structure or a piece of equipment ((Dictionary of Construction, 2014).

4. Strip footing A continuous foundation of which the length considerably exceeds the breadth. (Dictionary of Construction, 2014)

5. Slab on ground A flat plane with large surface area.

6. Substructure The foundation of a building that supports the superstructure. (Dictionary of Construction, 2014)

7. Modular construction Construction in which similar units or subcomponents are combined repeatedly to create a total system.

8. Masonry Terms: Bond: the pattern/ arrangement of the units Course: a horizontal row of masonry units Joint: the way units are connected to each other Mortar: mixture of cement of lime, sand & water used as a bonding agent

Ching, D.K. (2008). Building Construction Illustrated (4th ed.). New Jersey, U.SA: John Wiley & Sons, Inc. Dictionary of Construction. (2014). Definition. Retrieved from http://www.dictionaryofconstruction.com/definition. Merriam Webster. (2014). Vault (Image). Retrieved from http://www.merriam-webster.com/concise/vault. National Geographic Channel. (2014). BEHIND THE SCENES AT LONDON’S OLYMPIC STADIUM. Retrieved from http://natgeotv.com.au/tv/london-olympic-

stadium/behind-the-scenes-at-londons-olympic-stadium.aspx. Newton, C. (2014, March 17). W03_s1 STRUCTURAL ELEMENTS (Video File).. Retrieved from https://www.youtube.com/watch?v=wQIa1O6fp98&feature=youtu.be. Newton, C. (2014, March 17). W03_c1 FOOTINGS & FOUNDATIONS (Video File). Retrieved from

https://www.youtube.com/watch?v=wQIa1O6fp98&feature=youtu.be. Newton, C. (2014, March 17). W03_m2 INTRODUCTION TO MASONRY (Video File). Retrieved from

https://www.youtube.com/watch?v=DC8Hv8AKQ8A&feature=youtu.be. Newton, C. (2014, March 16). W03_m3 BRICKS (Video File). Retrieved from https://www.youtube.com/watch?v=4lYlQhkMYmE&feature=youtu.be. Newton, C. (2014, March 16). W03_m5 CONCRETE BLOCKS (Video File). Retrieved from https://www.youtube.com/watch?v=geJv5wZQtRQ&feature=youtu.be. Newton, C. (2014, March 16). W03_m4 STONE (Video File). Retrieved from https://www.youtube.com/watch?v=2Vn5_dk4RtQ&feature=youtu.be. Newton, C. (2014). STRUCTURAL CONCEPTS geometry & equilibrium. Retrieved from

https://app.lms.unimelb.edu.au/bbcswebdav/courses/ENVS10003_2014_SM1/WEEK%2003/GEOMETRY%20AND%20EQUILIBRIUM.pdf. Pert, A. (19-03- 2014). London Olympic Park (Lecture). Image Reference Dictionary of Construction. (2014). Retrieved from http://www.dictionaryofconstruction.com/definition/. Heath, M. D. 2010. Rammed earth Home Construction in Chad. Retrieved from http://rammedearth.blogspot.com.au/2010/09/rammed-earth-home-construction-

in-chad.html. Bricktiles. (2014). Wire Cut Brick (Image). Retrieved from http://www.bricks-tiles.co.uk/products/bricks/wire-cut_bricks.html. Boral. (2014). Pressed Brick (Image). Retrieved from http://www.boral.com.au/bricks/brickInsights/brick_terms.asp. Ebay. (2014). Handmade bricks(Image). Retrieved from http://www.ebay.co.uk/itm/Reclaimed-2-3-8-Cheshire-Red-Handmade-Clay-Bricks-Ideal-For-Fireplaces-

/170732376715. Aquarius Aquarium. (2014). Concrete Block (Image). Retrieved from http://fresnoaquarium.org/capital-campaign-contributors/. Wikipedia. (2014). Granite (Image). Retrieved from http://en.wikipedia.org/wiki/Granite. Essential Ingredient. (2014). Marble(Image). Retrieved from http://www.essentialingredient.com.au/featured/marble-boards/.

GLOSSARY

REFERENCES

Page 34: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 4 FLOOR SYSTEMS & HORIZONTAL

ELEMENTS

E-LEARNING& READINGS STRUCTURAL CONCEPTS:

Beams & Cantilevers Span & Spacing

CONSTRUCTION SYSTEMS Floor & Framing Systems

MATERIALS Concrete

THEATRE

Case Study #2

STUDIO Working Drawing Introduction

GLOSSARY

Joist Steel decking

Span Girder

Concrete Plank Spacing

Page 35: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 4

KNOWLEDGE MAP

Floor%Systems%&Horizontal%Elements%

Structural%Concepts%

Beams&Cantilever%

Span%&Spacing%

Construction%Systems%

Floor%&%Framing%Systems% Material%

Concrete%

Wood%

Steel%

Materials% Concrete%

Components%

Provenacnce%

Finishes%

Reinforcement%

Properties%

Considerations%

Process%

InSitu%

Precast%

Page 36: CONSTRUCTING ENV : FINAL LOGBOOK

SPAN & SPACING (4.05) SPAN

• the distance measured between two structural supports.

• not necessarily the same as the length of a member

SPACING

• the repeating distance between a series of like or similar elements.

• measured centre-line to centre-line.

* SPACING of the supporting elements depends on the SPANNING capabilities of the supported elements

E-LEARNING

STRUCTURAL CONCEPTS Beams & Cantilevers Span & Spacing

BEAMS & CANTILEVER BEAM

• is a (mostly) horizontal structural element.

• Function: to carry loads along the length of the beam and transfer these loads to the vertical supports.

CANTILEVER

• is created when a structural element is supported at only one end.

• Function: to carry loads along the

length of the member and transfer them to the support.

BEAM

Overhang/ cantilever

Load Path Diagram Force

Load Path Diagram Force

Page 37: CONSTRUCTING ENV : FINAL LOGBOOK

E-LEARNING

CONSTRUCTION SYSTEMS Floor & Framing Systems

Material

Concrete Wood Steel

TIMBER FLOOR FRAMING - Components: o Bearer: primary beam o Joist: secondary beam

- Timber joists are more

material efficient compare to slab

- If there is a bearer in the

middle, the span of the joist would be reduced by 50%

% OPEN WEB (4.20)

ADVANTAGES: ! Material efficient ! Mechanical service

(e.g. Water pipe) can be carried through the pipe

! Truss system ! Lightweight

CONCRETE SLAB: a. 2 Way Span

b. 1 Way Span Depth of slab = distance of span 30 E.g. Considerations - Anticipate floor loads - Cost & efficiency - Function. Eg. Car park

6000 mm

200 mm

Rim joist / header

Joist

Bearer

Girders (main beam)

Joist

A%

B%

STEEL FRAMING Method A Framing beams into girders minimizes floor depth, but mechanical services can hardly pass through. Method B Two-layer system increases floor depth considerably but provides more space for mechanical services

Page 38: CONSTRUCTING ENV : FINAL LOGBOOK

1%part%cement%

2%parts%Eine%

aggregates%(sand)%

4%parts%coarse%

aggregates%(crushed%rock)%

0.1L0.5%part%water% CONCRETE%

E-LEARNING

MATERIALS Concrete

COMPONENTS

PROVENANCE Cement +water --(binds)---> sand+ gravel aggregates ----> concrete (hard, solid)

HYDRATION Exothermic (heat released) Crystals are formed that interlock and bind the sand, crushed rock and cement/water paste together

Too much water: weak Too little: unworkable (too stiff)

FINISHES L Sand Blasted

Culwell Abrassive and Sandblasting (2014)

Gully Garden & Building Supplies (2012)

Dayton Superior Corporation (2014)

Designboom (2014)

L Exposed Aggregate

L Raked Finish

L Bush Hammered

Wordpress.com (2008)

L Board Marked

L Board & Batten

Houzz Inc. (2014)

Page 39: CONSTRUCTING ENV : FINAL LOGBOOK

REINFORCEMENT Reinforcement quantity increases towards the base of building.

Concrete%(strong%in%

compression)%

Steel%mesh/bars%(strong%in%tension)%

Reinforced%Concrete%

Hardness High – can be scratched with a metallic object

Fragility Low – can be chipped with a hammer

Ductility Very Low

Flexibility/Plasticity Low

Porosity / Permeability Medium-low, depend on proportions and components

Density Medium-high. 2.5 more dense than water

Conductivity Poor conductor of heat & electricity

Durability / Life span Very durable

Reusability / Recyclability Medium – low. Can be partially re-used when crushed to be used as aggregate for new concrete elements

Sustainability & Carbon footprint High embodied energy, Non-renewable, long-lasting

Cost Generally cost effectiv, labour dependant for formwork & pouring

%

PROPERTIES

CONSIDERATIONS - Permeable

Problem: moisture & oxidation, rusting & degradation - Pouring: vibration process to avoid bubbles

SYMBOLIC REPRESENTATION OF MATERIALS - Lightweight Concrete -Lightweight Concrete - Structural Concrete

Page 40: CONSTRUCTING ENV : FINAL LOGBOOK

PROCESS - Fluid/ shapeless before it hardens - PROCESS:

During curing process the formwork is supported by props and bracing as the weight of the wet concrete is very heavy.

2. IN SITU CONCRETE Process happening on site - Uses:

o Structural purposes (widely used in footings, retaining walls)

o Sprayed using a pressure hose (SHOTCRETE), (useful for swimming pool)

- Joints (potential weak point) o Construction Joints

Divide the construction into smaller and more manageable sections of work

o Control Joints Absorb the expansion and contractions

ADVANTAGES (+): More varied shape must be insitu DISADVANTAGES (-): more labor required

1. PRE-CAST CONCRETE Fabricated in a controlled environment and transported to site for installation - Uses:

Retaining walls, walls, columns (RARELY in footings)

- Joints (potential weak point) o Construction joint o Structural Joints

Structural connections joining the precast elements

ADVANTAGES (+): ! More standardized outcome ! Much faster rate to construct ! More economical for standard shape ! Time effective ! Not depend on weather

DISADVANTAGES (-):

L May damage during transport L Limited in size due to transport L On site changes are difficult to

incorporate

Fabrication%and%assembly%of%the%formwork%%

Reinforcement% Pouring% Vibration% Curing%of%the%concrete%

• Once it has been poured, it has to be quickly finished before it hardens, hence more labors needed (labor intensive).

• temporary support or molds used to hold the liquid concrete in place until it becomes hard).

• Formwork can be either reused or sacrificed.

Ching (2008, p.5.13)

Page 41: CONSTRUCTING ENV : FINAL LOGBOOK

CONSTRUCTION SYSTEM: Hybrid (timber and brick)

STRUCTURAL CONCEPTS Canopy Design: 9 m cantilever made out of timber, which is a lightweight structure. MATERIAL Xypex Admix: is blended into the concrete mix at the time of batching to waterproof and protect concrete from the start (Xypex, 2014)

THEATRE CASE STUDY #2 OVAL PAVILION Ash Wiillish: Structural Engineer Dickson Andy: Project Architect Emily Dickson : Property Manager

Different%Disciplines%Collaborating%Process%

Architect%

Developing%ideas%

Respond%to%client's%brief%

Structural%Engineering%

Mathematical%

Project%Manager%

Make%sure%the%client%is%happy%

Make%sure%the%project%Einishes%on%time%within%

budget %%

Consider%delay%cost%for%builder%

Make%sure%all%client’s%requests%are%fulEilled%

Page 42: CONSTRUCTING ENV : FINAL LOGBOOK

STUDIO WORKING DRAWING INTRODUCTION

Page 43: CONSTRUCTING ENV : FINAL LOGBOOK
Page 44: CONSTRUCTING ENV : FINAL LOGBOOK

%%

GLOSSARY

1. Joist

“Parallel beams of lumber, concrete, or steel used to support floor and ceiling systems” (Dictionary of construction, 2014)

2. Girder A large principal beam used to support other structural members along its length (Dictionary of construction, 2014)

3. Span “The horizontal distance between supports” (Dictionary of construction, 2014)

4. Spacing The distance between parallel bars, measured from centre line of one beam to the corresponding centre line of the other beam (Dictionary of construction, 2014)

5. Steel decking “Light-gauge, corrugated metal sheets used in constructing roofs or floors” (Dictionary of construction, 2014)

6. Concrete Plank A piece of concrete laid flat as part of a load-bearing surface (Dictionary of construction, 2014)

REFERENCES

Ching, D.K. (2008). Building Construction Illustrated (4th ed.). New Jersey, U.SA: John Wiley & Sons, Inc. Dictionary of Construction. (2014). Definition. Retrieved from http://www.dictionaryofconstruction.com/definition. Newton, C. (2014, March 25). Span & Spacing. Retrieved from

https://app.lms.unimelb.edu.au/bbcswebdav/courses/ENVS10003_2014_SM1/WEEK%2004/SPAN%20AND%20SPACING.pdf. Newton, C. (2014, March 25). W04_c1 FLOOR SYSTEMS (Video File). Retrieved from

https://www.youtube.com/watch?v=otKffehOWaw&feature=youtu.be. Newton, C. (2014, March 25). W04_m1 CONCRETE (Video File). Retrieved from https://www.youtube.com/watch?v=c1M19C25MLU&feature=youtu.be. Newton, C. (2014, March 25). W04_m2 IN SITU CONCRETE (Video File). Retrieved from

https://www.youtube.com/watch?v=c3zW_TBGjfE&feature=youtu.be. Newton, C. (2014). Beams & Cantilevers. Retrieved from

https://app.lms.unimelb.edu.au/bbcswebdav/courses/ENVS10003_2014_SM1/WEEK%2004/BEAMS%20AND%20CANTILEVERS.pdf. Newton, C. (2014, March 25). W04_m3 PRE CAST CONCRETE. Retrieved from https://www.youtube.com/watch?v=scYY-MMezI0&feature=youtu.be. Image Reference Dayton Superior Corporation. (2014). Bush hammered (Image). Retrieved from

http://www.daytonsuperior.com/Lists/Product%20Catalog1/product.aspx?List=3c62f7a2-1783-4ee6-a0c4-2642507b1472&ID=173. Designboom. (2014). Boardmarked (Image). Retrieved from http://www.designboom.com/architecture/architecture-republic-formwork/. Culwell Abrassive and Sandblasting. (2014). Sandblasted (Image). Retrived from http://sandblastingca.com/sandblasting-services/concrete-tilt-up/. Gully Garden & Building Supplies. (2012). Exposed Aggregate (Image). Retrieved from http://gullygarden.com.au/info/exposed-aggregate. Houzz Inc. (2014). Boar &Batten (Image). Retrieved from http://www.houzz.com/ideabooks/1619389/list/Fiber-Cement-Siding-Takes-a-Front-Seat. Wordpress.com. (2008). Raked Finish (Image). Retrieved from http://ephlib.wordpress.com/2008/06/10/off-site-shelving-facility-to-open/

Joist

Girder

Span

Spacing

Page 45: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 5

E-LEARNING& READINGS STRUCTURAL CONCEPTS: Columns, Frames & Grid

CONSTRUCTION SYSTEMS

Walls, Grids, & Columns

MATERIALS Timber

THEATRE

Case Study #3

STUDIO Structural Concepts

GLOSSARY

Stud Nogging

Lintel Axial Load

Buckling Seasoned Timber

Page 46: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 5

KNOWLEDGE MAP

Columns,)Grids)&)Wall)Systems)

Structural)Concepts)

Columns)Short)

Long)

Frames)

Fixed)

Hinged)

Three>Hinged)Frame)Grids)

Construction)Systems) Walls)

Structural)Frame)

Load)bearing)wall)

Stud)Wall)

Materials) Timber)

Natural)products)

Engineered)Timber)products)

Page 47: CONSTRUCTING ENV : FINAL LOGBOOK

COLUMN: Vertical structural members designed to transfer axial compressive loads.

E-LEARNING

STRUCTURAL CONCEPTS Columns, Frame

SHORT COLUMNS LONG COLUMNS Description Large cross section area

Shorter length Small cross section area Taller length

Ratio height : width < 12: 1 > 12 : 1 Sketch

How does each type of column fail? Crushing Buckling SHORT COLUMNS will be structurally adequate

if the load applied to the column cross section does not exceed the compressive strength of the material.

The EFFECTIVE length of the column is changed because of the different fixing methods. The effective length is measured between the points of CONTRAFLEXURE.

What materials would be used for each column type?

Concrete Steel

FRAME (2.17)

Frame

Fixed Frame

Rigid frame connected to its supports with fixed joints

Advantages: More Resistant to

deflection

Disadvantages: more sensitice to

support settlements and thermal expansion & contraction

Hinged Frame

Rigid frame connected to its supports with pin joints

Advantages: Pin joints prevent

high bending stresses.

It allows frames to rotate when loads applied

It alloes frame to flex slightly when stressed by changes in

temperature

Three- hinged frame

Assembly of two rigid sections connected to each other and to its

supports with pin joints

Advantages: least affected by support

settlements & thermal stresses

Disadvantages: most sensitive to

deflection

Page 48: CONSTRUCTING ENV : FINAL LOGBOOK

Wall Systems

Structural Frames

Concrete Frames( 5.04)

use grid columns connected with concrete beams

Interconnected into fixed joint

Steel Frames (5.35)

use grid of steel columns

connected to steel girders and beams

stabilised by either rigid joint or bracing

shear walls

UC: Universal Column (I)

CHS: Circular

RHS(Rectangular)

Timber Frames(Post and Beam) (5.48)

use grid of timber posts or poles connected to timber beams

corner bracing

Load Bearing Walls

Concrete

In situ

Precast

Masonry

Reinforced

core filled holow concrete blocks

Grout Filled cavity masonry(5.21)

Solid

Cavity Advantages

insulation layer in between

better thermal performances

better waterproofing

opportunity to run services within the

wall cavity

Stud Walls

Metal &Timber Studs (5.42)

Advantages: efficient use of materials

Material Light Gauge Steel Framing

Timber framing

Brick veneer

outside layer: brick

inside layer: timber framing

E-LEARNING

CONSTRUCTION SYSTEMS Walls, Grids, & Columns

Ching ‘Building Construction illustrated’ p. 5.48

(Builderbill, 2014)

(AirCell, 2014)

A wall specifically designed and built to support an imposed load in addition to its own weight. (Dictionary of Construction, 2014)

Cross Bracing

Damp proof course

Weep holes

Top Plate

Cross Bracing

Noggings

Bottom Plate

Fixed Joint

Page 49: CONSTRUCTING ENV : FINAL LOGBOOK

Consideration

Size: depth & breadth Moisture content

seasoned)<15%,)

Strength grade Knots: weak points/cause slope of grain

Species of wood Treatment Availability Durability - good practice

water-related damage

fungal attack swelling/

shrinkage can cause cracks

protection

avoid exposure

seal: paint

insect

chemical barriers/physical barriers between ground&timber

Sunlight & heat

cause excessive drying, shrinkage

breaks down wood/ cellulose

Hardness Medium-low Fragility Medium-low depend on shape Ductility Low Flexibility/Plasticity High flexibility & medium Plasticity Porosity / Permeability High Density Varies on type Conductivity Poor conductor of heat & electricity Durability / Life span Can very durable, depend on seasoning Reusability / Recyclability Very high Sustainability & Carbon footprint Very low embodied energy Cost Generally cost effective (lexcept for on site work)

E-LEARNING

MATERIAL: Timber Provenance, Properties & Considerations

• PROPERTIES

Own image taken during construction workshop

• Provenance

• Process • Seasoning (Drying): removing water from the cells

• Why • to adjust the moisture content so the timber is appropriate for the intended use • provide incresed dimensional stability

• What • free moisture (voids in cells) • bound moisture (cell walls)

• How? • Air seasoning (cheap but slow) • Kiln • Solar kiln

• Types (based on biological provenance) • Softwood

• conifer • Hardwood

• eucalypts • balsa

• Green sawing • Quarter sawn - growth rings parallel to short edge • Back Sawn - rings parallel to long edge

• Radial Sawn - face is always a radial cut

(Selecthardwoodfloors, 2014)

Page 50: CONSTRUCTING ENV : FINAL LOGBOOK

ENGINEERED Timber

Solid products

LVL (Laminated Veneer Lumber)

made from laminating thin sheets of timber

high strength

uses: mainly structural (beams, posts, portal

frames)

Glulam (Glue Laminated Timber)

made from gluing pieces of dressed

sawn timber together to form a deep

members

uses: beams, posts, portal frames

CLT - Cross Laminated Timber

made by gluing and pressing thin laminates

together to form a sheet

Use: panels

Sheet products

Plywood

made by gluing and pressing thin laminates

together to form a sheet

used for bracing, flooring, formworks,

joinery, marine applications

MDF - Medium Density Fiberboard

made by breaking down hardwood /

softwood waste into wood fibres,

combining it with wax and resin

used for joinery

Chipboard & Strandboard

made by layering hardwood / sofwood residuals in specific

orientations with wax and a resin binder

used for flooring/cladding finish

Others

I Beam

suitable for medium spans

use: floor joists

Box Beams

Suitable for larger spans

torsionally stiff

can use decorative plywood

Timber Flanged Steel Web Joists

E-LEARNING

MATERIALS: Timber Engineered Timber Products

(Autodesk, 2014)

(Calco Trusses & Timber , 2009)

(Wood Solutions, 2013)

(Wikipedia, 2014)

(Fordaq, 2014)

(Lencoheaven, 2014)

(Woodlandbeam, 2014)

(Oakworth, 2014)

(Strongtie, 2014)

Page 51: CONSTRUCTING ENV : FINAL LOGBOOK

Basement Construction - Steel Reinforcement - Bored Pier - Shotcrete: sprayed concrete - Footing: Pad

Precast structure:

- Slab - All the internal column - Stairway

Considerations: - Height Restriction (3 m height) - Structural connection - Special lifting arrangement to stack the column together

Y stairs & Walkways Cantilever Hanging studio (hung on LVL Roof beam) Wishbone library beams and coffers

THEATRE

CASE STUDY #3 Peter Ashford The New Architecture Building

Curve Shape Double glazed glasswork allows light coming through the library

2 2

1

People can choose to go down to first floor or go back up to second floor.

Cross bracing

all the weight of the cantilever (150 tonnes )are brought to this point, then transferred down to the primary structure

LVL: Lamination - All grain runs SAME direction

Plywood: Lamination - grains runs ALTERNATE direction

DIFFERENCE BETWEEN LVL & PLYWOOD

Page 52: CONSTRUCTING ENV : FINAL LOGBOOK

In truss system, the webs are bolted to the gusset plate Floor: Steel base angle fixed to concrete slab (Canopy Details. COX Architecture. A 62-03)

STUDIO STRUCTURAL CONCEPTS A 1: 20 scale model of the structural system of your assigned part of the Oval pavilion

Sequence of progress 1 2 3

Comparison with other student models doing the other half of the canopy structure. The structural elements, joints, and fixing are similar.

Fixed joint for floor system

Pin joint for the soffit structure

Truss system

Welded Bolted

Material: timber Lightweight construction, this allows cantilever to hang 9 meter.

Page 53: CONSTRUCTING ENV : FINAL LOGBOOK

1. Stud A vertical member to support sheathing or concrete forms, may be of wood, steel, or composite material. (Dictionary of Construction, 2014)

2. Nogging A block placed in between stud walls to avoid lateral forces.

3. Lintel A horizontal supporting member, installed above an opening such as a window or a door, that serves to carry the weight of the wall above it. (Dictionary of Construction, 2014)

4. Axial Load The longitudinal force acting on a structural member. (Dictionary of Construction, 2014)

5. Buckling The distortion of a structural member such as a beam or girder under load due to lack of uniform texture or by irregular distribution of weight, moisture, or temperature (Dictionary of Construction, 2014).

6. Seasoned Timber controlled process of reducing the moisture content of timber

7. Spandrel part of a wall between the head of a window and the sill of the window above it (Dictionary of

Ching, D.K. (2008). Building Construction Illustrated (4th ed.). New Jersey, U.SA: John Wiley & Sons, Inc. Dictionary of Construction. (2014). Definition. Retrieved from http://www.dictionaryofconstruction.com/definition. Newton, C. (2014). Short & Long Column. Retrieved from

https://app.lms.unimelb.edu.au/bbcswebdav/courses/ENVS10003_2014_SM1/WEEK%2005/SHORT%20AND%20LONG%20COLUMNS.pdf.

Newton, C. (2014, April 1). W05_c1 WALLS, GRIDS AND COLUMNS (Video File). Retrieved from

https://www.youtube.com/watch?v=Vq41q6gUIjI&feature=youtu.be. Newton, C. (2014, April 1). W05_m1 From Wood to Timber (Video File). Retrieved from

https://www.youtube.com/watch?v=YJL0vCwM0zg&feature=youtu.be. Newton, C. (2014, April 1). W05_m2 Timber Properties and Considerations (Video File). Retrieved from

https://www.youtube.com/watch?v=ul0r9OGkA9c&feature=youtu.be. Newton, C. (2014, April 1). W05_m3 Engineered Timber Products (Video File). Retrieved from

https://www.youtube.com/watch?v=0YrYOGSwtVc&feature=youtu.be. Image References Calco Trusses & Timber. (2009). E-beam (Image). Retrieved from http://www.calco.com.au/LVL.htm. Select hardword floors. (2014). Hardwood Specs (Image). Retrieved from http://www.selecthardwoodfloors.com/?page_id=34. Autodesk. (2014). Glulam (Image). Retrieved from http://seek.autodesk.com/product/latest/agg/boisecascadellc/Boise-

Cascade-LLC/Boise08, Wood Solutions. (2013). CLT( Image). Retrieved from http://www.woodsolutions.com.au/Wood-Product-Categories/Cross-

Laminated-Timber-CLT. Wikipedia. (2014). Plywood (Image). Retrieved from http://en.wikipedia.org/wiki/Plywood. Fordaq. (2014). MDF(Image). Retrieved from http://www.fordaq.com/fordaq/srvAuctionView.html?AucTIid=418710. Lencoheaven. (2014). Chipboard (Image). Retrieved from http://www.lencoheaven.net/forum/index.php?topic=14789.15. Oakworth. (2014).I joist (Image). Retrieved from http://www.oakworthtimberengineering.co.uk/I-joist-I-beam.html. Woodland. (2014). Box beam (Image). Retrieved from http://woodlandbeam.com/beams/alder-beams/alder-beams-alder-box-

beams-hewn-1/. Simpson. (2014). MJC (Multiple joist Connector) (Image). Retrieved from

http://www.strongtie.co.uk/productInfo.php?productID=27. Builder Bill. (2014). Brick Cavity Wall (Image). Retrieved from http://www.builderbill-diy-help.com/cavity-wall.html. AirCell/ (2014). Brick Veneer (Image). Retrieved from http://demo.autospec.com.au/productmedia/air-

cell/datasheets/installation/brick-veneer-walls.htm.

GLOSSARY

REFERENCES

Page 54: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 6 SPANNING & ENCLOSING

SPACE

E-LEARNING& READINGS STRUCTURAL CONCEPTS:

Trusses, Plates & Grids

CONSTRUCTION SYSTEMS Roofing Strategies & Systems

MATERIALS

Metals

THEATRE Case Study #4

STUDIO

Full Size Interim

GLOSSARY Rafter Purlin

Cantilever Portal frame

Eave Alloy Soffit

Top Chord

Page 55: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 6

KNOWLEDGE MAP

Spanning'&'Enclosing'Space'

Structural'Concepts'

Truss'

Plate'

Grids'

Construction'Systems'

Roo:ing'Strategies'&'Systems'

Classi:ication'

Flat'

Pitch'

Type'

Concrete'

Structural'Steel'Framed'

Space'Frame'

Hip'Roof'

Light'Frame'Roof'

Trussed'

Materials' Metals'

Ferrous'

NonFerrous'

Alloy'

Page 56: CONSTRUCTING ENV : FINAL LOGBOOK

SPANNING SPACES “Architecture is mainly about enclosing space

The main problem in building is spanning space” How do you span a space in stone construction? - The stone beam/slab : small span - The stone corbel: overlap stone brick: the arch require timber framing (centering) to support it while you build it when and where was the major interior space invented?

Spanning geographical space Monolithic Arch from Syria

E-LEARNING

SPANNING SPACES

TRUSSES (6.08)

Truss is bolting / welding structural angle tees together to form the triangulated framework, which is a stable structure. It is normally used in roof structure.

PLATES & GRIDS (2.18)

Plate: rigid, planar, disperse applied loads in multiple directions

Grid: A system of crossed reinforcing bars used in concrete footings (Dictionary of Construction, 2014)

Relationship between grids and plate in reinforced concrete slab Grid: steel reinforcement Plate: concrete slab

STRUCTURAL CONCEPTS

TRUSSES, PLATES & GRIDS

Columnar'halls' Building'D'Hattusas,'C'13th'(Hittite)'

Temple'Altintepe,'C6th'(Urartu)'

Hall'of'the'hundred'Columns,'Persepolis,'

c,'518N460'(Achaemenid)'

The'Telesterion,'C6thN5th'BC'(Eleuthis)'

Stoa'C6th'BC'(Samos)'

Rafter

Members are bolted or welded with gusset plate connectors.

Structural steel or reinforced concrete column support

Plate

Grid

Plate

Bottom Chord Web

Page 57: CONSTRUCTING ENV : FINAL LOGBOOK

E-LEARNING

CONSTRUCTING SYSTEMS Roofing Strategies & Systems

(DPM, 2014)

Concrete slabs Flat trusses / Space frame Beams & Decking Joist & Decking

High Slope: 30o-45o Medium slope: 15o-30o Low slope: <15o

(Ching. Building Construction Illustrated. p. 6.17)

(Ching. Building Construction Illustrated. p. 6.19)

Ridge Beam

Rafter

Top Plate

Hip Jacks

Hip Rafter

Rafter

Valley Rafter

Valley Jacks

Ridge

Page 58: CONSTRUCTING ENV : FINAL LOGBOOK

o Provenance • Commonly found as part of minerals rather than pure metals • Malleable and ductile and not brittle because when subject to any stress the metal

atoms layers slide past each other and the mobile electrons rearrange (distortion). o Type:

• Ferrous: Iron (common hence cheap) • Non Ferrous

- More expensive - Less likely to react with oxygen - Superior working qualities

• Alloys: mixture of two or more metals - Ferrous alloy: contains iron - Non-ferrous alloy: brass (copper+zinc)

o Consideration:

• The further apart in galvanized series, the more likely to corrode • Ion transfer happens when the metals are directly in contact with

each other or they are In an environment that facilitates the transmission of the ions (electrolysis)

• To reduce the risk of corrosion, separate the metals by insulator such as rubber gasket or kept away from sitting in moisture

• Galvanised steel: steel coated by a thin layer of zinc to protect the steel from rusting. (zinc corrode deferentially themselves thereby protecting the steel). Cheap

WATER RELATED DAMAGE Oxidation & Corrosion Protect against water to reduce corrosion:

o Avoid prolonged exposure to moisture (eg crevices(narrow opening)) o Seal against moisture (eg. Enamel or paint metal surface)

PROPERTIES Hardness Varied (lead is very easy to scratch, gold is not) Fragility Low (generally will not shatter or break) Ductility High (due to atomic composition) Flexibility/Plasticity Medium (high while heated) Porosity / Permeability Generally impermeable – used for guttering, flashing, etc Density High (aluminum: 3x density of water, gold: 19x) Conductivity Very good conductor of heat & electricity Durability / Life span Can very durable, depend on type, treatment, finishing,

(protection) andd fixing Reusability / Recyclability high Sustainability & Carbon footprint Very high embodied energy, recyclable and renewable if

correctly managed Cost Generally cost effective (can be very material-efficient and

an economic option)

E-LEARNING

MATERIALS: Metal

Page 59: CONSTRUCTING ENV : FINAL LOGBOOK

Distinctive Properties: - Significant &Important magnetic properties - Very reactive chemically (easily corrode) - Good compressive strength

Types & Uses

1. Structural steel a. Framing – columns, beams, purlins, stud frames. Types:

i. Hot rolled steel – Elements are shaped while metal is hot Generally used as primary structural elements Protected by coatings (paint or hot dipped galvanizing) Joints: welded or bolted

ii. Cold formed steel Elements are folded from sheets that have been previously produced and cooled down. Secondary structure Protected by hot dip process (galvanization) Joints: bolted or screwed

iii. Reinforcing bars. Steel has good tensile strength b. Steel sheeting

Cladding and roofing (corrugated iron or other sheet profiles) Protected from weather exposure (paint, enameled finishes, galvanization)

c. Stainless Steel alloys Chromium is the main alloying element (min 12%) Resistant to corrosion Commonly used in harsh environment (polluted, kitchen)

E-LEARNING

MATERIALS: Ferrous Metal

(Precision metals, 2014)

Wrought'Iron'(circa'1000BC)'

• Iron'is'heated'and'hammered'into'the'desired'shape'• Used'in'bars'for'windows'and'doors'and'for'decorative'elements.'

• Labor'intensive'

Cast'Iron'(19thCenturyN'beginning'of'20th'Century)'

• Iron'is'melted'and'the'molten'(liquid)'metal'is'poured'into'moulds'to'cool.'

• As'part'of'this'process,'cast'iron'acquires'a'very'high'compressive'strength.'• Rarely'used'in'contemporary'construction'due'to'weight'and'brittleness.'Generally'used'for'compression'elements'(eg'columns)'

STEEL'

• Alloy'of'Iron'+'Carbon'• Very'strong'and'resistant'to'fracture'• Transfer'heat'and'electricity'• Can'be'formed'into'many'different'shapes'

• Long'lasting'

Page 60: CONSTRUCTING ENV : FINAL LOGBOOK

1. ALUMINIUM o Properties:

• Light • Non-magnetic and non-sparkling • Easily formed, machined, and cast • Expensive and high embodied energy • UNIQUENESS: reacts with air creating a very fine layer of oxide that

keeps it from further oxidation giving it that matte natural finish • Finish treatments: powder coating, anodisation

o Uses: • Window frames, balustrades / handrails • Cast: door handles, catches for windows • Rolled: cladiing panels, heating and air conditioning systems

2. COPPER o Good conductor of heat and electricity (used in wire) o Very malleable and ductile o Uses:

• Roofing material. Natural weathering causes copper to develop a green coloured patina over time

• Hot and cold domestic water and heating pipework • Electrical cabling

3. ZINC o Properties

• Bluish white • Brittle at ambient temperatures • Malleable at 100 to150 oC • Reasonably conductor of electricity.

o Uses • Galvanising to help protect iron fro corrosion. • Cladding materials

4. LEAD o Properties:

• Very soft • Highly malleable • Ductile • Relatively poor conductor of electricity • Very resistant to corrosion bu tarnishes upon exposure to air

o Not commonly used anymore because it is toxic to humans. It used to frequently used for roofs,tank linings, flashing strips for water proofing

5. TIN o Rarely used (only for decoration)

6. Titanium o Very expensive material o Excellent corrosion resistance o High strength-to-weight ratio o Light, strong, easily fabricated, low density o Uses: Cladding (eventhough it is often prohibitively expensive)

7. Bronze (copper +tin) o Corrosion resistant o Harder o Uses: bearings, clips, electrical connectors, springs

8. Brass (copper + zinc) o Properties: malleable, low melting point, easy to cast, not

ferromagnetic o Uses: elements where friction is required (locks, gear) or fittings

(knobs, taps)

E-LEARNING

MATERIALS: Non-Ferrous Metal

(Wikipedia, 2014)

(Tradekorea, 2014)

(APAC Rubber, 2014)

(Wikipedia, 2014)

Page 61: CONSTRUCTING ENV : FINAL LOGBOOK

Feasibility : Tax Risk involvement: What if Questions Case Study 1: BATESSMART PROJECT 171 Collins Street

o Located in historic area (opposite old town square). Therefore, developer has to persuade people that it brings contextual response to historical buildings surround.

o Relaxing Relationship (getting people feel comfortable) o Encourage people to use stairs instead of lifts o The building achieves a 6 star Green Star and 5 star NABERS energy

rating The use of an under-floor air distribution system provides superior indoor air quality, occupant, comfort, and flexibility (Batessmart, 2014)

Case Study 2: 35 Spring Street

o What sort of utilization this building has for 5 basements up to 43 storeys. o Design Response: sense of rhythm & similarity to flinders lane & masonry buildings o Understand that clients want efficiency and the use of space.

Case Study 3: The New Royal Chidren Hospital

o There are 4000 rooms. Need to Analyse what the risks are.

THEATRE

CASE STUDY #4 Property Development

(Filcon Air, 2013)

(Batessmart, 2014)

(35 Spring Street, 2014)

(Royal Children Hospital, 2014)

Page 62: CONSTRUCTING ENV : FINAL LOGBOOK

STUDIO

FULL SIZE Full Size interim submission

A. KENSINGTON

NEW TERMINOLOGY: 2. Post tensioning

‘a method of reinforcing (strengthening) concrete or other materials with high-strength steel strands’ (Structural Systems, 2014). Once the concrete has hardened and set, the cable tendons are tensioned by hydraulic jack to strengthen against tension (Chang, 2014). Advantages: • Reduced structure depth • Greater clear spans • Design flexibility • Formwork versatility • Reduced construction costs • Enhanced construction speed • Improved durability

KENSINGTON

Construction Systems

CURRENT PROGRESS

• Substructure completed

• Ground floor and first floor under construction

HYBRID of a lightweight system and mass system with the

combination of steel framing and concrete paneling

POST-TENSIONING

Structural Concepts

Foundation walls were

precast concrete slab

The loads in the basement was supported by both precast and in situ

columns

Beams & Cantilevers for

the facade

Materials

Concrete Slab

Steel Reinforcement

Timber props

PRECAST Hook present to lift the concrete slab

IN SITU Holes present caused by air bubbles during hardening process

LOAD PATH DIAGRAM

PROPS

1. Metal scaffolding An adjustable temporary structure to support the concrete work (Dictionary of Construction, 2014)

(Ching. Building Construction Illustrated. p. 4.09)

Page 63: CONSTRUCTING ENV : FINAL LOGBOOK

STUDIO

FULL SIZE Full Size interim submission

B. BRUNSWICK EAST

BRUNSWICK EAST

Construction Systems

CURRENT PROGRESS

• The back part of the original building is demolished and replaced with a new structure which connects to the existing front structure

NEW FOUNDATION: SYSTEM

Shallow footing with 12 isolated concrete footings supporting the slabs above

PREVIOUS FOUNDATION STUCTURE: TIMBER

Wall system: brick veneer

Interior layer: timber stud framing with batts

Exterior: brickworks

Steel framing for walls were temporarily supported by props

Structural Concepts

Foundation walls were

insitu concrete slab

The timber stud walls are the primary structure, while brickworks are

secondary structure.

Materials

iN SITU Concrete Slab

Steel Reinforcement

Timber props to support steel frame

NEW TERMINOLOGY ‘ ‘breathable type reflective foil sarking’ (Stewart, 2014)

1. Sarking A thin board employed in sheathing applications, as under the tiles or slates of a roof (Dictionary of Construction, 2014)

Page 64: CONSTRUCTING ENV : FINAL LOGBOOK

1. Rafter One of a series of sloping parallel beams used to support a roof covering. (Dictionary of Construction, 2014)

2. Purlin One of several horizontal structural members that support roof loads and transfer them to roof beams. (Dictionary of Construction, 2014)

3. Cantilever A structural member supported at one end only. (Dictionary of Construction, 2014)

4. Portal frame a frame, usually of steel, consisting of two uprights and a cross beam at the top (Dictionary of Construction, 2014).

5. Eave Those portions of a roof that project beyond the outside walls of a building (Dictionary of Construction, 2014).

6. Soffit The underside of a part or member of a structure, such as a beam, stairway, or arch (Dictionary of Construction, 2014).

7. Alloy a mixture of two or more metals or of metallic elements with nonmetallic elements

8. Top Chord The top member of a truss (typically horizontal), as distinguished from the web members. (Dictionary

of Construction, 2014)

Soffit Eaves

Batessmart. (2014). Projects. Retrieved from http://www.batessmart.com.au//#/projects/office-buildings/171-collins-street-

melbourne/proj/description0. Ching, D.K. (2008). Building Construction Illustrated (4th ed.). New Jersey, U.SA: John Wiley & Sons, Inc. Dictionary of Construction. (2014). Definition. Retrieved from http://www.dictionaryofconstruction.com/definition. http://www.collinsdictionary.com/dictionary/english/portal-frame) Newton, C. (2014, April 9). W06_c1 Roof Systems (Video File). Retrieved from

https://www.youtube.com/watch?v=q5ms8vmhs50&feature=youtu.be. Newton, C. (2014, April 9). W06_m1 Introduction to Metals (Video File). Retrieved from

https://www.youtube.com/watch?v=RttS_wgXGbI&feature=youtu.be. Newton, C. (2014, April 9). W06_m2 Ferrous Metals (Video File). Retrieved from https://www.youtube.com/watch?v=SQy3IyJy-

is&feature=youtu.be. Lewis, M. (2014, April 9). Spanning Spaces (Video File). Retrieved from https://www.youtube.com/watch?v=Zx4tM-uSaO8&feature=youtu.be. Newton, C. (2014, April 9). W06_m3 Non Ferrous Metals(Video File). Rerieved from

https://www.youtube.com/watch?v=EDtxb7Pgcrw&feature=youtu.be. Image Reference 35Springst. (2014). 35 Spring Street (Image). Retrieved from www.35springst.com. APAC Rubber. (2014). Brass (Image). Retrieved from http://www.apacrubber.com/brass-metal-products/. Filcon Air. (2013). Under-floor air distribution system (Image). Retrieved from http://www.filconair.se/introduction/hvac-systems/. Precisionmetals.. (2014). Stainless Steel (Image). Retrieved from http://precisionmetals.in/stainless_steel_bars.html. Royal Children Hospital. (2014). Royal Children Hospital (Image). Retrieved from http://www.rch.org.au/home/. Tradekorea. (2014). Bronze (Image). Retrieved from http://www.tradekorea.com/sell-leads-

detail/S00014859/Bronze_Scrap.html#.U3hpmPSSxy8. Wikipedia. (2014). Titanium (Image). Retrieved from http://en.wikipedia.org/wiki/Titanium. Wikipedia. (2014). Zinc (Image). Retrieved from http://en.wikipedia.org/wiki/Zinc.

REFERENCES

GLOSSARY

Page 65: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 7 DETAILING STRATEGIES 1

E-LEARNING& READINGS STRUCTURAL CONCEPTS:

Arches, Domes & Shells

CONSTRUCTION SYSTEMS Detailing for Heat & Moisture

MATERIALS

Rubber Plastics

Paint

GLOSSARY Drip

Vapour barrier Gutter

Parapet Down pipe

Flashing Insulation

Sealant

Page 66: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 7

KNOWLEDGE MAP

Detailing)strategies)

Structural)Concepts)

Arches)

Domes)

Shell)

Construction)Systems)

Detailing)for)heat)

Thermal)mass)

Radiation)

Re:lective)surface)

Shading)system)

Conduction)

Thermal)Breaks)

Thermal)insulation)

Double)glazing)Air)leakage)

Detailing)for)moisture)

Keeping)water)away)from)openings)

Overlapping)cladding)and)

roo:ing)elements)

Grading)(Sloping))

Remove)Openings) Seal)the)openings)

Neutralise)the)force)

Gravity)

Surface)tension)&)capillarty)action)

Air)pressure)differential)

Momentum)

Materials)

Rubber)

Plastic)

Paint)

Page 67: CONSTRUCTING ENV : FINAL LOGBOOK

))

STRUCTURAL CONCEPTS

SHELL

DOME ARCHES

VAULTS

Thin, curved plate structures typically constructed of reinforced concrete.

Compressive, tensile, and shear stresses acting in the plane of their surfaces. Has little bending resistance due to its thinness.

E-LEARNING

STRUCTURAL CONCEPTS Arches, Domes, and Shells (2.25) LOAD PATH DIAGRAM!

Curved structure for spanning an opening, designed to support a vertical load primarily by axial compression.

They transform the vertical forces of a supported load into inclined components and transmit them to abutments on

either side of the archway

Arched structures of stone, brick, or reinforced concrete, forming a ceiling or roof over a hall, room, or other wholly or

partially enclosed space.)

Barrel Vaults)The Old Quadrangle (Own image))

Groins / Cross Vaults)

(Merriam Webster, 2014)

Compressive near the crown and tensile in the lower portion)

Compression!Tension!

Barrel Shell (Ketchum, 2014)

Page 68: CONSTRUCTING ENV : FINAL LOGBOOK

1. WATER & MOISTURE

E-LEARNING

CONSTRUCTION SYSTEMS Detailing for Moisture & Heat

3 CONDITIONS FOR WATER TO PENETRATE INTO A BUILDING: 1. An Opening 2. Water present at the opening 3. A force to move water through the opening

Remove any one of the conditions and water will not enter. BUT 2 or more are pursued in case 1 fails

Pre

ven

t w

ate

r go

ing

in

side

Slo

pe

ca

pp

ing

P

ara

pe

t fla

shin

g

Slo

pe

ca

pp

ing

Spa

nd

rel

flash

ing

He

ad

fla

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g

Sill

flash

ing

Base

co

urs

e

flash

ing

Page 69: CONSTRUCTING ENV : FINAL LOGBOOK

E-LEARNING

CONSTRUCTION SYSTEMS Detailing for Moisture & Heat

3 CONDITIONS FOR HEAT GAIN & HEAT LOSS: 1. Heat is conducted through the building envelope 2. The building envelope and building elements are

subjected to radian heat sources 3. Thermal mass is used to regulate the flow of heat through

the building envelope

(Nuc

lea

d, 2

014)

Ow

n Im

ag

e t

ake

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ee

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(Arb

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4)

Page 70: CONSTRUCTING ENV : FINAL LOGBOOK

PROPERTIES Hardness Harder rubbers resist abrassion, softer rubbers provide better seals Fragility Low, generally will not shatter or break Ductility High (in heated state), varied (in cold state) Flexibility/Plasticity High flexibility, plasticity, and elasticity Porosity / Permeability Waterproof Density Approx 1.5x density of water Conductivity Very poor conductor of heat & electricity (useful insulators) Durability / Life span Can very durable Reusability / Recyclability High Sustainability & Carbon footprint Natural: Very low embodied energy, Synthetic: medium Cost Generally cost effective

)

E-LEARNING

Materials Rubber

Rubber)

Provenance)

Natural)Rubber)

sourced)from)the)Rubber)Tree)(the)

tree’s)sap))

Synthetic)Rubber:)

petrochemical)origin)(technically)a)plastic)but)has)similar)properties)to)

natural)rubber))

Types)&)Uses)

Natural)

Seals)

Gaskets)&)control)joints)

Flooring)(used)in)adverse)condition)such)as)laboratory))

Insulation)(around)electrical)wiring))

Hosing)&)piping)

Synthetic)

EPDM)–)mainly)used)in)gaskets)&)control)

joints)

NEOPRENE)–)mainly)used)in)control)joints)

SILICONE)–)seals)

Consideration)

Weather)related)damaged)(when)exposed)to)sunlight))

Protection)(avoid)or)minimize)sun)exposure)when)possible))

Page 71: CONSTRUCTING ENV : FINAL LOGBOOK

PROPERTIES Hardness Medium-low depending on type Fragility Low-medium (unlessin degraded state) Ductility High (in heated state), varied (in cold state) Flexibility/Plasticity High flexibility & plasticity Porosity / Permeability Waterproof Density Low (0.65x density of water for polypropylene, 1.5x for PVC) Conductivity Very poor conductor of heat & electricity Durability / Life span Can very durable, depend on type, finishing, and fixing Reusability / Recyclability High for thermoplastics and elastomers / very limited for

thermosetting plastics Sustainability & Carbon footprint Varies, but plastics are petrochemical derives so not a renewable

resource Cost Generally cost effective

)

Provenance Greek ‘plastikos’, means ‘able to be moulded into different shapes) Sourcing Elements: carbon, silicon, hydrogen, nitrogen, oxygen, chloride combined by chemical reactions into monomers. The monomers combined together forming polymers Types & Uses

1. Thermoplastics – mouldable when heated and became solid again when cooled. Can be recycled a. Polyethelyne b. Perspex, acrylic c. PVC, vinyl: pipes d. Polycarbonate: roofing

2. Thermosetting plastics – can only be moulded once a. Laminex – widely used for finishing surfaces b. Polystyrene – mostly used in insulation panels

3. Elastomers (synthetic rubbers) a. EPDM: waterproofing roof b. Neoprene c. Silicone

CONSIDERATION

o Weather related damage Plastics properties DEGRADE when exposed to weather, esp sunlight

o Protection & management o Avoid sun exposure when possible o Some plastics have very high expansion/contraction coefficient

E-LEARNING

MATERIALS: Plastics

Page 72: CONSTRUCTING ENV : FINAL LOGBOOK

Provenance & Composition Purpose: to protect (and colour) a particular element Clear paints are called lacquers or varnishes Components: BINDER – the film-forming component of the paint (polyurethanes, polyesters, resins, epoxy, oils) DILUENT – dissolves the paint and adjusts its viscosity (alcohol, ketones, petroleum distillate, esters) PIGMENT – gives the paint its colour and opacity. Can be natural (clays, talcs, calcium carbonate, silicas) or synthetic Types & Uses

1. Oil based a. Used prior to water based b. Very good high Gloss finishes can be achieved c. Not water soluble (brushes to be cleaned with TURPENTINE)

2. Water Based a. Most common today b. Durable & Flexible c. Tools and brushes to be cleaned with water

PROPERTIES

• COLOUR CONSTANCY – the colour of the paint should resist fading, especially when outside in sunlight, red dyes tend to be less stable

• DURABILITY – paints need to resist chipping, cracking, and peeling, exterior painted surfaces have to resist the effect of rain, air pollution and the UV light. Newer paint technologies such as powder coating and PVF2 are harder and more durable

• GLOSS – surface finishes can range from matt through to gloss • FLEXIBILITY / PLASTICITY – water based latex paint is more flexible than oil based paint.

E-LEARNING

MATERIALS: Paints

Page 73: CONSTRUCTING ENV : FINAL LOGBOOK

))

1. Drip A groove in the underside of a projection, such as a windowsill, that prevents water from running back into the building wall.(Dictionary of Construction, 2014)

2. Vapour barrier

Material used to prevent the passage of vapor or moisture into a structure or another material, thus preventing condensation within them .(Dictionary of Construction, 2014)

3. Gutter

A shallow channel of wood, metal, or PVC positioned just below and following along the eaves of a building for the purpose of collecting and diverting water from a roof (Dictionary of Construction, 2014)

4. Parapet

part of a wall that extends above the roof level.

5. Down pipe

Pipe that leads water from the gutter down to the ground.

6. Flashing A thin, impervious sheet of material placed in construction to prevent water penetration or direct the flow of water. .(Dictionary of Construction, 2014)

7. Insulation Material used to reduce the effects of heat, cold, or sound.

8. Sealant An impervious substance used to fill joints (Dictionary of Construction, 2014).

9. Gasket Ring rubber sealant

10. Sarking A thin board employed in sheathing applications, as under the tiles or slates of a roof. (Dictionary of Construction, 2014).

Ching, D.K. (2008). Building Construction Illustrated (4th ed.). New Jersey, U.SA: John Wiley & Sons, Inc. Dictionary of Construction. (2014). Definition. Retrieved from http://www.dictionaryofconstruction.com/definition. Newton, C.(2014, April 16). W07_c1 Detailing for Heat and Moisture (Video File). Retrieved from

https://www.youtube.com/watch?v=Lhwm8m5R_Co&feature=youtu.be. Newton, C. (2014, April 15). W07_m1 Rubber (Video File). Retrieved from

https://www.youtube.com/watch?v=OPhjDijdf6I&feature=youtu.be. Newton, C. (2014, April 15). W07_m2 Plastics (Video File). Retrieved from

https://www.youtube.com/watch?v=5pfnCtUOfy4&feature=youtu.be. Newton, C. (2014, April 15).)W07_m3 Paints (Video File). Retrieved from

https://www.youtube.com/watch?v=WrydR4LA5e0&feature=youtu.be. Image Reference Ketchum, M. (2014). Barrel shell for small office (Image). Retrieved from http://www.ketchum.org/shellpix.html. Merriam Webster. (2014). Vault (Image). Retrieved from http://www.merriam-webster.com/concise/vault. Nuclead. (2014). Weather Stripping (Image). Retrieved from http://www.nuclead.com/leadtcaps.html. Arborcrest. (2014). Thermal break (Image). Retrieved from http://www.arborcrest.com.au/category/commercial/thermal-break/.

GLOSSARY

REFERENCES

Page 74: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 8 OPENINGS

E-LEARNING& READINGS STRUCTURAL CONCEPTS:

Deformation & Geometry

CONSTRUCTION SYSTEMS Strategies for Openings

MATERIALS

Glass

STUDIO In Detail

GLOSSARY

Window Sash Deflection

Moment of Inertia Door Furniture

Stress Shear Forces

Page 75: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 8

KNOWLEDGE MAP

O

PEN

ING

S

Structural Concept

Deformation Deflection

Geometry &Moment of

inertia

Construction Systems

Strategies for openings

Doors

Terminology

Operation

Swinging

Bypass sliding

Surface Sliding

Pocket Sliding

Folding

Type

Hollow metal Door

Wood

Windows

Terminology

Operation

Fixed

Sliding

Jalousise

Awning & Hopper

Casement

Double Hung

Pivoting

Type

Aliuminum

Steel

Curtain Walls Materials Glass

Components

History

Properties

Types Flat

Shaped

Manufacture Floating Glass

Strategies: Double glazing

Page 76: CONSTRUCTING ENV : FINAL LOGBOOK

GEOMETRY & MOMENT OF INERTIA Flexure Formula (define the relationship between bending moment, bending stress, and the cross-sectional properties of a beam.

!" = !"!

where fb = extreme fiber stress in bending M = bending moment c = distance from neutral axis to the outermost surface in bending

!! = !!, !ℎ!"!!" = !

!

E-LEARNING

STRUCTURAL CONCEPTS Deformation & Geometry (2.14)

I = moment of inertia Indicates how the cross-sectional area of a structural member is distributed and does not reflect the intrinsic physical properties of a material

S = Section modulus

The efficiency of a beam is increased by configuring the cross section to provide the required moment of inertia or section

modulus with the smallest possible area.

Example Halving a beam span

Reduces the bending stress by a factor 2 Doubling its width

Doubling the depth Reduces the bending stresses by a factor 4

DEFORMATION

DEFLECTION The perpendicular distance a spanning member deviates from a true course under transverse loading,

CAMBER A slight convex curvature intentionally built to

compensate for an anticipated deflection

DEFLECTION

F Action

F Reaction

Own Image taken during construction workshop

F Reaction

STRATEGY:

N.B. : THEORY USED IN THE CONSTRUCTING WORKSHOP

LOAD PATH DIAGRAM

DEFLECTION

(Ching, 1995)

Page 77: CONSTRUCTING ENV : FINAL LOGBOOK

E-LEARNING

CONSTRUCTION SYSTEMS Strategies for Openings

1. DOOR a. TERMINOLOGY (8.02)

b. DOOR OPERATION (8.04)

Rough opening

Head

Jamb

Stop

Architrave

Sill / threshold

Door Leaf

Handle, hatch &

lock

Door Swing

Top Rail

Feature Panel

Mid Rail

Stile

Bottom Rail

C. DOOR TYPES (8.05-8.10)!

Swinging Bypass Sliding Surface Sliding Pocket Sliding Folding

Own image of the main door of my apartment

Wn image of my wardrobe door

Own image of the bedoroom door of my house

Klsecurity (2014) Blue Sky Window (2012)

i. Hollow Metal Door & Frame! ii. Wood Doorframes!

Wood Stud Walls ! Steel Stud Walls !

Flush condition (Having a surface or face even with the adjacent

surface (Dictionary of Construction, 2014)

Anchor!Ching. ‘Building Construction Illustrated’. p.807 ! Ching. ‘Building Construction Illustrated’. p.8.10 !

Exterior Door – Masonry Veneer Door Head Jamb Sill !

Sealant! Sealant! Flashing!

Page 78: CONSTRUCTING ENV : FINAL LOGBOOK

!!!!!!!!

!!!

!!

!!!!

!!

! !!!!

!!!!!

E-LEARNING

CONSTRUCTION SYSTEMS Strategies for Openings

2. WINDOWS a. TERMINOLOGY (8.02)

b. WINDOW OPERATION (8.23)

Top Rail!

Sash!

Muntins!

Stile!

Mullion!Bottom Rail!

Rough opening

Head

Jamb

Sill

Sub Sill FOR

Fixed

Sliding

Jalousise

Awning &Hopper

Casement

Double Hung

Pivoting

Ching. ‘Building Construction Illustrated’. p.8.23!

!

Ching. ‘Building Construction Illustrated’. p.8.22!

c. WINDOW TYPES (8.24-8.25)!I. Aluminum Windows Advantages: - Low in cost - Lightweight - Corrosion resistant Disadvantages: - Good conductor of heat

hence thermal breaks are required.

2. Steel Windows Advantages: - Stronger - Lower coefficient of heat

transfer hence thermal break is not necessary required.

Thermal break reduces heat loss because

steel is so rarely transmit heat.

Drips

Snap-in glazing bed

Flashing

Weatherstripping

Drips

Glazing

3.. Curtain Walls: hybrid system (windows as well as walls) - Window system is hung off the

concrete structure of the building, carrying its own load, transferring back into the concrete structure.

- Loads are carried around the window opening rather than through the windows. WILSON HALL (Own image)

Ching, ‘Building Construction Illustrated’, p. 8.24 Ching, ‘Building Construction Illustrated’, p. 8.25

NON LOAD BEARING

LOAD PATH DIAGRAM The roof loads are carried through the columns behind the curtain wall, not through the window.

Curtain wall windows

Column

Roof

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!!!!!!!!!

!

!!

!!

Hardness High. Can be scratched with a metallica object Fragility High. Differs depending on the type of glass (tempered glass is not as brittle as float

glass) Ductility Very low Flexibility/Plasticity VERY HIGH flexibility and plasticity when molten / LOW-VERY LOW when cooled Porosity / Permeability Non-porous /waterproof Density Medium-high. Approximately 2.7x more dense than water (more dense than

concrete) Conductivity Transmit heat and light but not electricity Durability / Life span Typically very durable(chemical, rust,and rot resistant) Reusability / Recyclability Very High Sustainability & Carbon footprint Typically high embodied energyand carbon footprint but ease of recycling / reuse

makes it a popular sustainable product Cost Generally expensive to produce and transport

!!

FORMERS!Silica!

FLUXES!lower!the!melting!

point!(Ash,!Potash,!Lithium!

Carbonate)!

STABILIZERS!Make!the!glass!more!stable!and!have!a!longer!life!(Limestone,!Alumina,!Magnesia)!

GLASS!

IC!BC!Blown!Glass!

XI!–!XIII!C!Sheet!glass!(sliced!from!blown!glass)!

XVII!C!Lead!Crystal!(lead!oxide!added!to!make!glass!easier!to!cut)!

XVII!C!Plate!Glass!

(improved!optical!qualities)!

1910!Lamination!

(celluloid!layer!inserted!between!2!sheets!of!glass)!

1959!Float!Glass!(molten!glass!is!poured!over!a!bath!of!molten!tin)!

E-LEARNING

MATERIAL: Glass Components, History, Properties, Strategies

HISTORY

COMPONENTS.

PROPERTIES

TYPES & MANUFACTURE

• FLAT(sheets of clear or tinted float, laminated, tempered, wired, etc.) Float glass/ annealed glass is the most common glass production process for flat glass. Tangram Technology Ltd. (2010)

• SHAPED (curved, blocks, channels, tubes, fibres)

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!!!

FLOAT GLASS – TYPE • Clear Float Glass (annealed glass)

o The simplest and cheapest glass product available in the market o Ideal in low risk / low cost / small size glazing scenarios. o Breaks in to very sharp and dangerous shards!

• Laminated glass o 2 layers of glass held in a sandwich format with a tough plastic interlayers. o When the glass is broken, the plastic interlayer holds the 2 panes In place so it is quite safe o Can be made out of clear float glass or tempered glass!

• Tempered glass (toughened glass) : strong o By heating ordinary glass up to a high temperature (650o) where it starts to soften. Then

they cooling (quenching) it really quickly which puts the surfaces in compression so when a load is applied and effectively the glass is put into tension by bending, the compression takes up some of the tension load which can increase the strength of the glass by 4-5x.

o Ideally used in high exposed situations (balustrades*, partitions, facades) or when the sizes required are particularly large.

GLASS – OTHER TYPES & PRODUCTS ! !Tinted glass useful in sun-exposed situations to reduce visible light transfer

(Jagdamba Glass & Aluminium, 2014)

Photovoltaic glass with integrated solar cells to manufacture electricity from the sun

(Dupont, 2013)

Wired glass similar concept to laminated glass – a steel wire mesh is used instead of a plastic film – traditionally accepted as a low-cost fire glass

(Bear Glass NJ, 2014)

Glass Channels used in façade systems

(Contemporist, 2008)

Patterned glass made with a rolled glass process – typically used when privacy and light are required

(Berman, 2010)

Slumped and Formed Glass used as design features

(Toucan Forged, 2014)

Curved glass produced in moulds that are created to meet the specific desigh requirements – expensive

(Clear Glass Solution, 2014)

Glass Fibres hairlike strands used in telecommunications

(Textile Learner, 2011)

!

!

E-LEARNING

MATERIAL Glass

(Lisburnglass, 2014)

(Gapex, 2014)

(Securadoor, 2014)

Strategies to reduce the amount of heat loss and heat transmission • Double glazing

o Keep the room warmer in winter by preventing heat loss, by having a relatively still layer between 2 panes of glass, which helps with insulating and retaining heat.

o In summer, a building needs to be shaded effectively because the double glazing is not so useful In terms of preventing radiant heat transmission. It is better at reducing ambient* heat loss

o Reduce the amount of Radiated heat into a building in summer : use low-e glazing (low emisity) absorb radiant energy. It does not absorb radiated infrared energy as much as normal floated glass

(Mjhe, 2014) (Grady Joinery, 2014)

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!!!!!!!

!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!

E-LEARNING

MATERIAL Glass John Sadar

Wanwright Building, St. Louis (1891) RWE Tower Essen (1996) Punched window Windows disappeared, replaced by the glazed surface Architecture glass was handblown by artisan, varied in:

• Thickness • Size • Productions methods

(limited size, poor optical quality, high wastage)

Mass produced in a computer controlled factories by machines running 24 hour a day with less quantity of material Float glass: continuous ribbon of glass is floated over a bed of molten tin, carefully cooled and cut, resulting in superior optical quality

The glass was held in place by window frame (frame was the dominant feature of the window) Function of frame: hold the glass, secure it to the building, enabling it to be opened

Sadar (2014)

• The frame has been reduced. • The window has become the glazing system. • Fastening glass to the building • Accomodates the movement of parts to thermal

expansion and contraction • Weather seals and adequate drainage of water • Stands wind and gravity forces • Opens and closes to ensure optimal energy efficiency.

GLASS IS GETTING BIGGER, BETTER, AND CHEAPER.

Glass is cultural artefact Why is the need for the increase functionality of glazing systems? Glass is the modulator between the building and sunlight Relationship to the sun. In 1890s, glass is something to be avoided

The relationship becomes more complex. • Health: sun was seen as teraputhic than harmful • Body Culture: Sun tan becomes a symbol of modern health

Sunscreen not only beneficial but also detrimental • Energy issue: glass capacity to transmit heat, glass buildings

require huge amount of heating and cooling to offset this effect. But also give potential to combine the abundant energy of the sun (balance with natural world) Managing this effect have driven the development of glass technology.

In RWE, the ideal relationship between the sun and the building: The building could harness, filter, and manage the effect of the sun to its glazing system

CONCLUSION: Besides technical material, material properties themselves are subject to cultural processes, whether related to health, environmental impact, or energy concerns.

WHAT ENABLE THE CHANGES? - GLASS TECHNOLOGY - CULTURAL

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!!!!! !

Studio

IN DETAIL

!

Sketches and photos of the actual building to illustrate relevant points

Front view of the canopy. My detail is at the sloping canopy, hence the detailing strategy is mainly about sloping. I can’t see my detail since gutter is a feature that is trying to be hidden, as it is not a nice view.

View from the east. View from inside. My detail is right above this point.

Vapor barrier

Air cavity

Batten

Steel beam

External Timber lining

Aluminium capping

Drip

Purlin

Doubled plasterboard for fire resistant

Thermal Insulation

Thermal Insulation Thicker at the roof due to higher temperature difference

Acoustic Insulation

Metal Deck Klip Lok

Flashing

Page 83: CONSTRUCTING ENV : FINAL LOGBOOK

!!!!!!!!

!!!!!

Ching, D.K. (2008). Building Construction Illlustrated (4th ed.). New Jersey, USA: John Wiley & Sons inc. Ching, F. (1995). A visual dictionary of architecture. 1st ed. New York: Van Nostrand Reinhold. Dictionary of Construction. (2014). Definition. Retrieved from http://www.dictionaryofconstruction.com/definition/. Newton, C. (2014, April 30). W08_c1 OPENINGS: DOORS & WINDOWS (Video File). Retrieved from https://www.youtube.com/watch?v=g7QQIue58xY&feature=youtu.be. Newton, C. (2014, April 30). W08_m1 GLASS (Video File). Retrieved from https://www.youtube.com/watch?v=_I0Jqcrfcyk&feature=youtu.be. Sadar, J. (2014, April 30). GLASS SKINS (Video File). Reterieved from https://www.youtube.com/watch?v=NW_GibnyBZc&feature=youtu.be. Image References Blue Sky Windows. (2012). Bi-Fold Windows and Doors (Image). Retrieved from http://www.blueskywindows.com.au/?p=33. Clear Glass Solution. (2014). Curved & Bent Glass (Image). Retrieved from http://www.clearglass.com.au/glass-types/curved-glass. Dupont. (2013). Photovoltaic Solutions (Image). Retrieved from

http://www2.dupont.com/Photovoltaics/en_US/news_events/article20091027.html. Gapex.(2014). Clear Float Glass (Image). Retrieved from http://www.gapex.am/en/products/glass-eng/float-glass-eng/clear-float-glass-

eng. Gradyjoinery. (2014). Glazing options (Image). Retrieved from http://www.gradyjoinery.com/windows/glazing-options/. Jagdamba Glass & Aluminium, 2014). Tinted Glass (Image). Retrieved from http://jagdambaglassandaluminium.com/tinted-glass.html. Bear Glass N. ( 2014). Wired Glass (Image). Retrieved from http://www.bearglassnj.com/wired-glass.html. Berman, E. (2010). Homeowners Rediscover Patterned Glass (Image). 2010. Retrieved from

http://www.thisoldhouse.com/toh/article/0,,213914,00.html. Klsecurity. (2014). Pocket Door Track (Image). Retrieved from http://www.klsecurity.com/sliding-pocket-door.htm. Lisburnglass. (2014). Product laminated (Image).Retrieved from http://www.lisburnglass.co.uk/pr_laminated.html. Mjhe. (2014). Double Glazed Window (Image). Retrieved from http://www.mjhe.co.uk/double-glazed-windows.html. Securadoor. (2014).Tempered glass(Image). Retrieved from http://www.securadoor.com/show_article/14. Tangram Technology Ltd. (2010). The basic float glass process (Image). Retrieved from http://www.tangram.co.uk/TI-Glazing-

Float%20Glass.html.

GLOSSARY

REFERENCES

1. Window Sash ‘The framework of a window that holds the glass’ (Dictionary of Construction, 2014)

2. Deflection The bending of a structural member caused by the load above.

3. Moment of Inertia The limit to which an object resist to rotational acceleration.

4. Door Furniture Features such as Locks, handles, etc that are used on door.

5. Stress Intensity of internal force exerted by 2 structural components.

6. Shear Forces Forces parallel to the plane

Page 84: CONSTRUCTING ENV : FINAL LOGBOOK

!

K 9 DETAILING STRATEGIES 2

E-LEARNING& READINGS STRUCTURAL CONCEPTS:

Stress & Structural members

CONSTRUCTION SYSTEMS Construction Detailing

MATERIALS

Composite Materials

STUDIO Off Campus

GLOSSARY

Sandwich Panel Bending

Skirting Composite Beam Shadow line joint

Cornice

Page 85: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 9

KNOWLEDGE MAP

Detailing!Strategies!2!

Structural!Concepts!

Stress!&!Structural!members!

Joints!&!Connec7ons!

Movement!Joints!

Construc7on!Systems!

Construc7on!Detailing!

Movement!Joints!

health!&!safety!

Ageing!Gracefully!

Repairable!surface!&!Resistance!to!

damage!

Cleanable!surfaces!

Maintenance!access!

Constructability!

Materials! Composite!Materials!

Fibrous!

Laminar!

Par7culate!

Hybrid!

Page 86: CONSTRUCTING ENV : FINAL LOGBOOK

!

E-LEARNING

STRUCTURAL CONCEPTS Stress & Structural members (2.13) Joints & Connections (2.30) Movement Joints (7.48-7.50)

Kern area is the central are of any horizontal section of a column or wall within which the resultant of all compressive loads must be present in the section.

External forces create internal stresses within structural elements

a. Stress & Structural members (2.13)!

b. Joints & Connections!

Pinned joints allow rotation but resist translation in any direction Rigid or fixed joints restrain rotation and translation in any direction, and provide both force and moment resistance Roller Joints allow rotation but resist translation in a direction perpendicular in or away from their faces.

c. Movement Joints (7.48-7.50) !

Expansion Joint Joint sealer must be durable, resilient, and have both cohesive and adhesive strength.

Compressed As installed Elongated

Page 87: CONSTRUCTING ENV : FINAL LOGBOOK

!

E-LEARNING

CONSTRUCTION SYSTEMS Construction Detailing

Construc7on!Detailing!

Movement!Joints!(7.50!!The!use!of!expansion!

joints!

Health!&Safety!

Fire!

Stair!(9.10)! Use!handrail!

Ageing!Gracefully!

more!easility!to!deterioate!under!harsh!

environments!

MaQ!surfaces!aged!more!gracefully!than!

glossy,!except!for!glazed!7les!&enamel!surfaces.!

Some!materials!have!beQer!appearance!aTer!ageing,!eg!coper,!7mber!!

Repairable!Surface!&!Reistance!to!damage!

Material:!plasterboard!

Considera7on:!

Skir7ng:!prevent!damage!from!foot!/!vacuum!cleaner!

Toe!Recess!(7.50)!hides!footmark!

Cornice!to!protect!corners!(10.26)!Cleanable!surfaces! Cove:!avoiding!corners!

(10.19)!

Maintenance!Access!(10.23)! Suspended!ceiling!

Constructability!

Details!should!be!easy!to!assemble!

Size!

minimise!the!number!of!paths!

handling:!use!of!Connec7ons!

based!on!efficient!use!of!construc7on!principle!

Avoild!construc7on!from!scratch!

!

Adams,!C.!(2008)!

(Wikipedia,!2014)!

(Own!Image)!

Page 88: CONSTRUCTING ENV : FINAL LOGBOOK

E-LEARNING

MATERIALS Composite Materials

A composite is formed from a:

1. Combination of materials which differ in composition or form 2. Remain bonded together 3. Retain their identities and properties 4. Act together to provide improved specific or synergistic characteristics not obtainable by any of the original

components acting alone.

! Fibre!Reinforced!Cement!(FRC)!

Fibreglass! Aluminium!Sheet!Composites!

Timber!Composites!! Fibre!Reinforced!Polymers!

Made!from!

Cellulose!(or!glass)!fibres,!

Portland!cement,!sand,!

water!

A!mixture!of!glass!fibres!

and!epoxy!resins!!

Aluminium!&!plastics! Combinations!of!solid!

timber,!engineered!

timber,!galvanised!

pressed!steel!

Polymers!(plastics)!with!

timber,!glass,!or!carbon!

fibres!

Common!forms!

Sheet!&!board!products!

(commonly!called!FC!

sheet)!&!shaped!products!

(roof!tiles,!pipes!

Flat!and!profiled!sheet!

products!and!formed!/!

shaped!products!

Plastic!core!of!phenolic!

resin!lined!with!2!external!

skins!of!thin!aluminum!

sheet!

Timber!top!and!bottom!

cohords!with!gal,!steel!or!

engineered!board/!

plywood!webs!

Often!associated!with!

moulded!or!pultrusion!

processed!products!

Common!Use!

Cladding!for!exterior!or!

interior!(wet!area)!walls,!

floor!panesl!(under!tiles!

Transparent!/transluscent!

roof/!wall!cladding!and!

for!performed!shaped!

products!such!as!water!

tanks,!baths,!swimming!

pools!

As!a!feature!cladding!

material!in!interior!&!

exterior!applications!

Beams!(Floor!joists!&!Roof!

Rafters)!and!trusses!

Decking!(external!cladding)!

structural!elements!such!as!

beams!and!columns!for!

public!pedestrian!bridges!!

using!glass!or!carbon!fibres,!

carbon!fibre!reinforced!

polymer!bar!

Benefits! - Resistant!to!fire,!

permanent!water!

and!termite!

damage,!roting!

and!warping.!

- inexpensive!

Fire!resistant,!

weatherproof,!light!and!

strong!

Reduce!the!amount!of!

aluminum,Less!expensive,!

Weather!resistant,!

unbreakable!and!shock!

resistant.!

Minimum!amount!of!

material!is!used!for!

maximum!efficiency,!cost!

effective,!easy!to!install,!

easy!to!accommodate!

services!

High!strength!FRP!materials!

with!gass!or!carbon!fibre!

reinforcements!provide!a!

strengthbtobweight!ratio!

greater!than!steel.!FRP!

composite!materials!are!

corrosionbresistant.!

!

! ! !

!

!

! (Beijing City nine German Building Materials, 2014) !

(Bedford!Glass!Fibre,!

2014)!

(China!Manufacturer,!

2008)!

(Capit,!2014)! (Mechanical!Engineering,!

2014)!

!

Materials!

Monolithic!

Single!material!

Materials!combined!so!

that!the!components!are!

indis7nguishable!(alloy)!

Composite!

2!or!more!materials!are!

combined!in!such!a!way!that!

the!individual!materials!

remain!easily!dis7nguishable!

Types!

Fibrous!

Products!containing!

discon7nuous!or!

con7nuous!fibres!

Laminar!

Sandwich!panels!

Par7culate!

Gravel!&!resins!

Hybrid!

Combina7on!of!2!or!

more!composite!types!

Coatech!(2014)!Panels!&!Profiles!(2012)!

Page 89: CONSTRUCTING ENV : FINAL LOGBOOK

STUDIO Off Campus The Victorian Comprehensive Cancer Centre BASEMENT 1 &2

Parking lot STRUCTURAL & CONSTRUCTION

• Primary structure: o Floor: COMPOSITE BEAM CONSTRUCTION

(Reinforced concrete slab with steel decking and girders)

o Wall: • Basement 1 is the densest structure to

assist radiation treatment, as it is located right under the main road. Hence, the Concrete wall is 800-1200 mm thick

• The other basements are also dense since they will hold massive loads (the building itself, as well as cars, trucks, etc).

o Bored piers and retaining walls are applied on the basement walls to restrain the soil

MATERIALS Concrete slab with reinforcement Finishing: metal plating and plasterboard

Reinforced!concrete!slab!

Steel!girders!

Finishing:!Plasterboard:!provides!fire!protection!!Metal!Plating!

Presence!of!air!bubbles!as!a!proof!of!in!situ!concrete! Bored!pier!

Retaining!wall!

Insulation!batts!!Steel!Frame!!

Wall!Partition!detail!(secondary!structure)!

Steel!Girders!!Joint!type:!Fixed!joint!

Concrete!

Reinforcing!bar!

Metal!decking!

Form!Decking!Form!decking!serves!as!a!permanent!formwork!for!a!reinforced!concrete!slab!until!the!slab!can!support!itself!and!its!live!load!(Ching,!Building!Constructions!Illustrated,!p.!4.22)!

Steel!Joist/beam!

Page 90: CONSTRUCTING ENV : FINAL LOGBOOK

Level 4 STRUCTURAL, CONSTRUCTION, MATERIAL Slab: Reinforced concrete slab with steel decking and girders (Composite Construction). Window: Double-glazed window system

Steel!decking!Use!composite!slab!construction!(same!method!as!for!the!basements!

Concrete!beam!

Steel!angle!welded!to!steel!plates!cast!into!beam!and!column!to!hold!shear!loads!(Ching,!Building!construction!illustrated!p.!4.13)!

DETAILING!This!hole!will!later!be!filled!up!with!concrete!to!the!same!level!as!the!concrete!slab!so!that!the!joints!will!be!hidden!

The!window!is!not!the!primary!structure,!hence!it!does!not!carry!the!main!load!of!the!building!

Heavy!materials!are!brought!up!using!hydraulic!jacks.!!

Double!Glazing!window!system!!(Ching,!Building!Constructions!Illustrated,!p.!8.30)!

!!

Desiccant!in!the!spacer!absorb!anys!any!residual!moisture!in!the!air!space!

Gap!filed!with!argon!

Spacer!

Glass!

Page 91: CONSTRUCTING ENV : FINAL LOGBOOK

!

1. Sandwich Panel A panel that is a layered composite formed by attaching two thin facings to a thicker core, such as reinforced concrete panels (Dictionary of Construction, 2014)

2. Bending Deflects

3. Skirting A corner block where a base and vertical framing meet. (Dictionary of Construction, 2014)

4. Composite Beam A beam combining different materials to work as a single unit, such as structural steel and concrete (Dictionary of Construction, 2014)

5. Shadow line joint A small gap in between door and the wall for aesthetic reason.

6. Cornice The corner meeting of the roof and wall.

Ching, D.K. (2008). Building Construction Illustrated (4th ed.). New Jersey, U.SA: John Wiley & Sons, Inc.

Dictionary of Construction. (2014). Definition. Retrieved from

http://www.dictionaryofconstruction.com/definition. Newton, C. (2014, May 8). W09_c1 Construction Detailing (Video File). Retrieved from https://www.youtube.com/watch?v=yqVwAV7yJCI&feature=youtu.be. Newton, C. (2014, May 8). W09_m1 Composite Materials (Video File). Retrieved from

https://www.youtube.com/watch?v=Uem1_fBpjVQ&feature=youtu.be. Image References Bedford glass fibre. (2014).Fibreglass (Image). Retrieved from

http://www.bedfordglassfibre.com/. Beijing City nine German Building Materials. (2014). Fiber reinforced cement pressure plate

(Image).Retrieved from http://www.jiudebuilding.com.cn/a/Product_Center/ngs/fcb/57.html.

Capit. (2014). Composite Timber (Image0. Retrieved from http://www.capit-building-

products.co.uk/range/engineered_joists.htm. China Manufacturer. (2008). Fireproof aluminum plastic composite panel (Image). Retrieved

from http://www.china-manufacturer-directory.com/category-120/construction-decoration.html.

Coatech. (2014). Resin bound gravel (Image). Retrieved from http://coatech.co.uk/resin-

bound-gravel/. Panels & profiles. (2014). Sandwich Panel (Image). Retrieved from

GLOSSARY

REFERENCES

Page 92: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 10 WHEN THINGS GO WRONG

E-LEARNING& READINGS STRUCTURAL CONCEPTS:

Lateral Forces

CONSTRUCTION SYSTEMS Collapses & Failures

MATERIALS

Heroes & Culprits

STUDIO Out & About (Part 2))

GLOSSARY Shear wall Soft Storey

Braced Frame Lifecycle

Defect Fascia

Corrosion IEQ

Page 93: CONSTRUCTING ENV : FINAL LOGBOOK

WEEK 10

KNOWLEDGE MAP

When%Things%Go%Wrong%

Structural%Concepts%

Lateral%Forces%

Wind%

Earthquake%

Construction%Systems%

Collapses%and%Failures%%

Material%Selection%

Construction%&%Detailing%%

Suitability%%material%for%the%application%

Exposure%

Compatibility%

Strength%&%DeClection%

Long%term%performance%

Maintenance%

Materials%

Heroes%

Water%based%paints%

Bamboo%

Termimesh%

Recycled%products%

Timber%

Diode%

Linolium%Clooring%

Natural%products,%such%

as%wool%

Culprits%

OilKbased%paints%

Carpets%

Chemicals%for%cleaning%

Rainforest%timber%

Aluminum%

PVC%

Page 94: CONSTRUCTING ENV : FINAL LOGBOOK

Diaphragm

Lateral bracing

Ten

sion

Co

mp

ress

ion

Lateral%Forces%

Wind%

A%function%of%the%exposed%%surface%area%to%wind%

Act%on%the%surface%of%a%structure%and%have%a%minimum%value%at%the%base%and%maximum%

value%at%the%highest%elevation%

Earthquake%

A%function%of%the%amount%of%building%mass%above%the%foundation%

Acts%at%the%base%of%the%building%and%can%abruptly%reverse%direction%

E-LEARNING

STRUCTURAL CONCEPTS Lateral Forces

Dynamic Loads (Ching. ‘Building Construction illustrated’. p 2.09)

- Wind: o Force: Come from any horizontal direction. o Consideration: the structure, components, and cladding

of a building must be designed to resist wind-induced sliding, uplift, or overturning

- Earthquake o Force: 3D ground motion o Consideration: the horizontal components are

considered to be the more critical in structural design.

Lateral%Load%Resisting%System%

Lateral%Bracing%&%Diaphragms% Shear%Wall% Moment%Resisting%

Force%

rigidly%connected%joints%between%

horizontal%and%vertical%elements%

Shear Wall

DESIGN CONSIDERATIONS FOR SEISMIC LOADS: Seismic Base Isolator: connections between the foundation & substructure that allow the substructure and superstructure to move independently during earthquakes Irregular geometry:

- Building on a hill - Irregular stiffness - Split height - U Building - Soft Story - Reentrant Corners

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E-LEARNING

CONSTRUCTION SYSTEMS Collapses & Failures

Material%Selection%Critical%Issues%

Construction%&%Detailing%%

Suitability%%material%for%the%application%

Exposure%

Compatibility%

Strength%&%DeClection%

Long%term%performance% Maintenance%

Case Study: Holiday Beach House Failures: Timber Fascia

- Material Selection, too wide - It is facing north hence

exposed to hot north sun - Painted black on outside

only - Fasteners

History designed by :Auguste Bartholdi The copper skin is supported on an iron skeleton and ribs designed by Gustave Eiffel. COPPER OXIDATION When copper is exposed to the atmosphere, it reacts with oxygen. The copper starts to dull, first becoming a darker brown colour and then forming a green copper oxide patina. Armature: IRON Skin: COPPER INITIAL CONNECTION DETAIL CONSIDERATION The galvanic corrosion between the copper skin and iron frame (dissimilar metals) was considered. INITIAL SOLUTION: Separation of the materials by a layer of shellac impregnated cloth Failure: Shellac turns brittle and porous and holds moisture at the joint between the 2 different metals. The connection system started to fail as the build up of corrosion products (rust) expanded & pilled the rivets away from the copper skin SECOND SOLUTION: Instead of iron, change to stainless steel ribs, Teflon coating. Possible failure: The 2 different metals make it possible to cause another galvanic reaction

MATERIALS Galvanic Corrosion The Statue of Liberty

Flat Steel sheeting on plywood - Blistering & peeling sheets due to exposure to sun - Thermal differences

The steel sheet is a conductor hence the walls turn extremely hot

- The glue used to stick Timber plywood to timber studs is not strong enough

Page 96: CONSTRUCTING ENV : FINAL LOGBOOK

E-LEARNING

MATERIALS Heroes & Culprits Dr. Dominique Hes

Problems /Considerations

How do you choose Villains Heroes

Health (IEQ) - Reduced Life span

- Ashma / bronchitis

- Nausea - Headaches - Sick Days - Comfort

- Reduce VOC (Volatile Organic Components) in Paints/ Sealers/ Adhesives/ Particleboard/ Carpets

- Reduce particles/ dust by minimising horizontal shelves, floor coverings , loose fibre products

- Green cleaning practices (use cloth instead of chemicals)

- Paints - Glues - Finishes on timber

floor - Chemicals used

for cleaning - Carpets (retain

dust)

- Bamboo (doesn’t require finish)

- Termimesh (termite protection instead of cheimicals)

- Old fibre cloth for cleaning

Source & Waste - Waste of money - Limited Resources - Takes up space - Places that can

breed disease

-Renewable/ Abundant Source - Recycled Plantation - Reduce, Reuse, Recycle wastes

Rainforest Timber Recycled products.

Energy - Climate change, greenhouse effect, global warming

- Wasteful - Polluton from

energy production

High Star Energy Rating products

Aluminium (high embodied energy) Light bulbs (5% goes to lighting, 95% goes to heat)

Timber (low embodied energy) Local made products Diode (99%goes to light, 1% to heat

Pollution Smog Ozone later depletion Acid Rain Toxicity Radio activity Eutrofication & nutrification Dioxins

Minimise waste Choose materials that don’t contain toxins Choose natural materials Choose organic

PVC (Hard to recycle, cause pollution) Cigarette, smokes

Linolium flooring (made out of cork and linseed) Use non-PVC cables Natural products e.g, wool (can regulate moisture)

Life Cycle Longevity of materials not just embodied energy Timelessness of the materials Design for reuse, recyclability, maintenance Design for purpose Design for durability Be careful for green wash

%

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STUDIO Out and about (Part 2)

Interrogation of the detailing decisions and purpose

-Sloping capping and flashing to lead water to go down to the metal deck roof and to the gutter.

- Thermal insulation is more dense at the roof since the temperature difference at the roof Is higher than wall 9Ching, 2008).

-Double layer plasterboard for fire resistant as well as acoustic insulation

-Use aluminium capping and timber lining wall for lightweight construction

+ Identification of waterproofing elements

• Drip • Flashing • Metal Roof Decking

+Where and why things go wrong ? The gap in flasing might be vulnerable for leaking Where and why things go wrong (e.g. cracks, leaks, gaps).

+ Economic implications of decisions. The materials are relatively cheap (moatly timber)

Metal Deck Roof

Klip Lok

Purlin

Acoustic Insulation

Thermal Insulatio

Doubled plasterboard for fire resistant

Thermal Insulation

Vapor barrier

Batten

Steel beam

Air cavity

External Timber lining

Drip

Aluminium capping

Flashing

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%

%1. Shear wall

A wall portion of a structural frame intended to resist lateral forces (Dictionary of Construction, 2014). %

2. Soft Story A%building%with%one%or%more%floors%are%significantly%weaker%or%more%flexible%than%those%above%and/%or%below,%for%example,%due%to%large%windows.%%

3. Braced Frame A wooden structural framing system in which all vertical members, except for corner posts, extend for one floor%only. The corner posts are braced to the sill and plates. (Dictionary of Construction, 2014). %

4. Lifecycle the period of time that a building can be expected to actively and adequately serve its intended function (Dictionary of Construction, 2014).

5. Defect characteristic that detracts from the appearance, strength, or durability of an object function (Dictionary of Construction, 2014). %

6. Fascia A board nailed across the ends of the rafters at the eaves (Dictionary of Construction, 2014).%%

7. Corrosion The oxidation or eating away of a metal or other material by exposure to chemical or electrochemical action such as rust (Dictionary of Construction, 2014).%%

8. IEQ (Indoor Environmental Quality)%An important criterion for green, or sustainable, building design, this refers to general overall building occupant comfort. Includes humidity, ventilation and aircirculation, acoustics, and lighting (Dictionary of Construction, 2014).%

Ching, D.K. (2008). Building Construction Illustrated (4th ed.). New Jersey, U.SA: John Wiley & Sons, Inc. Dictionary of Construction. (2014). Definition. Retrieved from

http://www.dictionaryofconstruction.com/definition. Newton, C. (2014). W10 s1 Lateral Supports (Video File). Retrieved from

https://app.lms.unimelb.edu.au/webapps/portal/frameset.jsp?tab_tab_group_id=_5_1&url=%2Fwebapps%2Fblackboard%2Fexecute%2Flauncher%3Ftype%3DCourse%26id%3D_271852_1%26url%3D.

Ashford, P. (2014, May 13). W10_c1 Collapses and Failures (Video File). Retrieved from

https://www.youtube.com/watch?v=yNEl-fYRi_I&feature=youtu.be. Hes, D. (2014, May 13). W10_m1 Heroes and culprits (Video File). Retrieved from

https://www.youtube.com/watch?v=FhdfwGNp_6g&feature=youtu.be. Cameron, R. (2014, May 13). W10_m2 A Tale of Corrosion (Video File). Retrieved from

https://www.youtube.com/watch?v=2IqhvAeDjlg&feature=youtu.be

GLOSSARY

REFERENCES

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A P P E N D I X CONSTRUCTING WORKSHOP

WORKSHOP 12 4 April 2014 (Week 5)

Page 100: CONSTRUCTING ENV : FINAL LOGBOOK

CONSTRUCTION PHASE

MATERIALS & TOOLS USED Joining: PINNED JOINTS

- Sundry nails - Screws

Tools: - Hammer - Saws - Screwdrivers - Marking Tools

Materials Group 1 Group 2 Group 3 Group 4 Material Amount Material Amount Material Amount Material Amount 1200 x 3.2 x 90mm Ply

2 1200 x 3.2 x 90mm Ply

2 1200 x 3.2 x 90mm Ply

1 1200 x 3.2 x 90mm Ply

1

1200 x 35 x 35 mm Pine

2 1200 x 42 x 18 mm Pine

2 1200 x 35 x 35 mm Pine

3 1200 x 42 x 18 mm Pine

3

!Group 1 cuts the plywood into small pieces and nailed them on sides of the two pinewoods. This causes many nails, applied to the structure, which is a weakness

According to flexure formula, double its width reduces the bending stress by a factor of 2, while doubling the depth reduces the bending stress by a factor of 4

(Ching, 1995)

Group 3 put the plywood horizontally at the bottom at the bottom of the structure, which means it will experience tension force.

Group 4 put the plywood vertically in between 2 pinewoods.

Doubling width 1.5x depth Doubling width and depth

Span

My group is the only group that puts one of the plywood horizontally. My group ‘s structure is a layer of plywood, pinewood, then plywood, after than pinewood.

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!

DESTRUCTIVE TESTING PHASE ! Group!1! Group!2! Group!3! Group!4! Conclusion!Applied!Failure!load!

500!kg! 275!kg! 390!kg! 600!kg! Group!4!has!the!largest!applied!failure!load,!while!Group!2!is!the!least!

Maximum!Deflection!

65!mm! 95!mm! 37!mm! 53!mm! Group!2!has!the!highest!deflection!rate!while!Group!3!!deflects!the!least!

!Group 1 Group 2 Group 3 Group 4

The structure breaks at the nailing points since there is a connection joint at the center load.

My group structure is the worst amongst all since it has the highest bending stress yet the minimum applied failure load. The structure broke at the vertical pine due to the presence of knot. In fact, the plywood and horizontal pine wood do not break at all.

Group 3 has the least bending rate. However, the structure was completely broken at the nailed point.

Group 4 structure is the strongest as it can hold up to 600 kg before it breaks. The pinewood have 2 large knots which is a disadvantage, it breaks at the knots.

Comparison between working with actual construction materials as opposed to working with scale model making In actual construction materials, we have to consider the natural properties of the material, such as knots in timber, which may be a weakness.