Advanced Construction Techniques – Using Engineered Timber

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Schools 300 - 600 ... Advanced Construction Techniques …..Using Engineered Timber simon.smith@ smithandwallwork.com tristan.wallwork@smithandwallwork.
Advanced Construction Techniques …..Using Engineered Timber

[email protected] [email protected]

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

“The best friend of man is the tree. When we use the tree respectfully and economically, we have one of the greatest resources on the earth” Frank Lloyd Wright

Why wood? • Modern method of construction •

Faster, enhanced quality, less waste...Government agenda



Suits modern ‘skills’ base?

• Sustainability •

Renewable material, full chain of custody



Lower embodied energy/carbon



Carbon store

• Lightweight structure • Versatile • UK growing reliance on construction imports • Different...

Why not wood? • Cost • Currency risk • Perceived risks •

Fire



Acoustics



Supply chain



Water damage



Bouncy, noisy floors



Lack of flexibility

• MMC requires longer lead in • Lack of competition

• Lack of thermal mass • Different...

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

Trees and wood • Approximately 20% of worlds land surface covered by trees • 97% of all softwood used in Europe comes from European forests • 30% increase in wooded area in Europe between 1990-2000 • Trees are on average 60-80 years old on harvest

• Primary softwoods used for construction are spruce (whitewood) and pine (redwood)

Forest distribution

www.earthobservatory.nasa.gov/Features/ForestCarbon/page1.php

Forest distribution

www.earthobservatory.nasa.gov/Features/ForestCarbon/page1.php

Forest distribution

Wood Stocks

EU27 Wood stocks: 24 billion m3 Annual growth: 660 million m3

Timber in Construction

EU27 Sawnwood: 95 million m3

Timber surplus • EU27 forests are growing year on year •

More than 100 million m3 of growth not harvested

• What could we do with 100 million m3 of wood each year? •

Build 3 million new homes?



Build 250 million m2 of commercial buildings?

30000 25000 20000 15000

Total EU27 growing stock (million m3)

10000

Total EU27 forest area (10,000 ha)

5000 0

1990

2000

2005

2010

Sustainable timber The Forest Stewardship Council (FSC) Independent non-governmental organisation supported by WWF www.fsc-uk.org

Pan European Forest Certification Council (PEFC) Voluntary private sector initiative www.pefc.co.uk 46 million hectares of managed European forest endorsed

Forests Forever Campaign (FFC) Independent advisory body initiated by the Timber Trade Federation www.forestsforever/org.uk

Trees and carbon • • • • •

Wood is about 50% carbon (by dry mass) x 3.67 to convert C to CO2 Broadleaf forests 100-250 tC per ha Conifer plantations 70-90 tC per ha Carbon uptake 4 tC per ha per year in fast growing stands

Trees and carbon

Trees and carbon • UK Forestry Commission report • UK woodland could provide 10% CHG abatement (Scotland already 12%). • UK ‘forest carbon sink’ reducing from 16mt CO2 in 2004 to 5mt CO2 in 2020. • Wood fuel potential to save 7mt CO2 in UK. • Wood substitution potential to save 4mt CO2 in UK. • Estimated 70mt CO2 stored in timber housing in UK.

Engineering materials • 10 billion tonnes pa of engineering materials used globally • 1.5t person pa, main components are concrete, wood, steel, asphalt, glass, brick • Concrete is by far the dominant engineering material (factor 10) and responsible for some 5% of global CO2 emissions

Ref: ‘Materials and the Environment’ Mike Ashby

UK construction materials • 400mt construction materials used annually (2008) •

1.5mt steel



100mt concrete



7.5mt timber

• UK has a trade deficit in construction materials/products (2011) •

UK construction products market is £40bn annually



We import £12bn of construction products annually



We import £3.5bn from Germany and China



We export £1.5bn to Ireland and Germany



We import £650m of steel and export £475m



We import £110m of cement and export £45m



We import £135m of rebar and export £50m



We import £625m of timber

Construction material costs • Price indices history •

www.bis.gov.uk/analysis/statistics/construction-statistics/building-materials

180.0 170.0

160.0 150.0 Concrete re-inforcing bars 140.0

Ready-mixed concrete Fabricated structural steel

130.0

Sawn Wood Imported Sawn Wood

120.0 110.0 100.0 90.0 2006

2007

2008

2009

2010

2011

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

Cutting technology

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

Sawn timber • Strength graded • • •

C16 and C24 (spruce or pine typically) D30 (oak) Inherent defects in timber mean factor of safety in region of 3 to 4 used

• Dimensions limited • •

Typically up to 225mm deep sections Kiln drying limits widths typically to 75mm and lengths to 6m

Engineered timber • Layered/Laminated • • • • •

Glue laminated timber (glulam) Laminated veneer lumber (LVL) Cross laminated timber panels (CLT) Brettstapel Plywood

• Particle • • •

Orientated strand board (OSB) Particle board (chipboard) Parallel strand lumber (PSL)

Engineered timber • Glulam • • • • •

Spruce grades GL24 to GL36 Lamella thickness typ 40mm Stock sizes up to 20cm x 65cm x 13.5m Other sizes up to 28cm x 2.2m x 36m Glues are melamine resin based.

Engineered timber • Laminated Veneer Lumber (LVL) • • • • •

Jumbo plywood made from 3mm thick veneers FinnForest – Kerto Different lay ups produce boards or beams Thickness up to 75mm Panel sizes 2.5m x 20m+

MMH thk layers 78 3 94 3 95 5 98 3 106 3 118 3 134 5 140 5 146 5 160 5 173 5 184 5 198 5 214 7 214 7 240 7 240 7 258 7 278 7

Engineered timber

• Statistics •

2.95m wide (typical 2.4m)



16.5m long (typical 13.5m)



Typical 50mm to 300mm thick (500mm thk possible)



Spruce, strength grade C24



Polyurethane glues (edge glue?)

Binderholz thk layers 66 3 78 3 90 3 100 3 110 3 130 3 100 5 110 5 130 5 147 5 163 5 181 5 203 5 213 5 233 7 248 7 284 7 299 7 341 7

thk 57 72 94 95 128 158 60 78 90 95 108 120 117 125 140 146 162 182 200 202 226 208 230 260 280 248 300 320

KLH layers 3 3 3 5 5 5 3 3 3 3 3 3 5 5 5 5 5 5 5 7 7 7 7 7 7 8 8 8

StoraEnso thk layers 57 3 83 3 97 3 95 5 138 5 161 5 57 3 74 3 83 3 97 3 103 3 112 3 119 3 126 3 95 5 121 5 138 5 150 5 165 5 182 5 196 5 211 5 194 7 216 7 237 7 209 7 223 7 249 7 267 7 296 7

Leno thk layers 51 3 61 3 71 3 81 3 85 5 85 11 93 3 95 5 99 3 105 5 115 5 125 5 135 5 147 5 153 5 165 5 174 6 186 6 189 7 201 7 207 7 219 7 231 7 240 8 252 8 264 8 273 9 285 9 297 9

Engineered timber • Cross Laminated Timber • 15+ European CLT manufacturers? •

KLH

70,000m3



Stora Enso

120,000m3



Mayr-Melnhof Kaufmann

40,000m3



Binderholz

60,000m3



Finnforest Merk

25,000m3



Lignotrend

25,000m3

• Total combined output say 350,000m3? •

Equivalent to over 1,000,000m2 of new buildings



Over 300,000tCO2 sequestered

• Approximately 40,000ha of forest required to support 350,000 m3 of CLT production?

Engineered timber • Brettstapel • • • • • •

Solid timber panels Glued, nailed, screwed or dowelled Thickness up to 260mm Lengths up to 18m Widths up to 1.2m# Floor and roof spans up to 10m+

http://www.brettstapel.org/Brettstapel/Home.html

http://www.mm-kaufmann.com/produkte/p1-profideck/

Engineered timber • Timber cassettes • • •

• •

Sometimes referred to as stressed skin Can have insulation integrated (SIPs – structural insulated panels) Beams positively connected (glued, screwed, nailed) to a top and/or bottom sheet material. Together the beams (web) and sheeting (flange) make for a highly efficient spanning element Can be used as roof or floor elements In UK longest recent cassette is 25m roof span over Darlaston Pool in Walsall in 2000.

Engineered timber • FinnForest/Metsa RIPA panels • • • • •

Long span cassettes up to 18m long Open or closed panels including SIPS Depths ranging from 230mm to 650mm Roof spans to 18m Floor spans 9m+

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

Wood properties • Timber is anisotropic •

5 to 10x weaker across the grain (similar to bundle of straws)

• Affected by moisture • •

50% moisture content natural state, 1220% in use (hygroscopic) 20-40% loss in strength in damp conditions

• Strength •

• •

100N/mm2 defect free, typical 1624N/mm2 softwoods used in UK are designed using 6N/mm2 Direct correlation strength, stiffness and density Best at resisting short terms loads, creeps under long term load (approx 40% weaker)

Design C16

Bending parallel to grain N/mm2

Tension parallel to grain N/mm2

Compression parallel to grain N/mm2

Compression perpendicular to grain N/mm2

Shear parallel to grain N/mm2

Modulus of elasticity MEAN N/mm2

Modulus of elasticity MINIMUM N/mm2

Density kg/m3

5.3

3.2

6.8

2.2

0.67

8800

5800

370

12.5

7.5

12.6

3.9

2.00

10800

7500

700

Spruce

D40 Oak



Strength and stiffness depends on a number of factors: • • • • • •



Species of timber Moisture content of timber Duration of load Direction of stress within timber Defects present in timber Slenderness

Direct correlation between density and strength

Design



Load duration factors: • • • •



Long term Medium term Short term Very short term

1.00 1.25 1.50 1.75

(ie dead + live load) (ie dead + snow load) (ie dead + live + snow load) (ie dead + live + snow + wind load)

Moisture content: •

40% to 20% reduction in strength and stiffness for 20%+ moisture content

Design • Reduces effect of defects • Glues and mechanical fixing have played important role • Different types: Layer – Glulam, Plywood, CLT, LVL Particle – Chipboard, PSL, OSB Fibre – MDF, Hardboard

20 18 16 14 12 10 8 6 4 2 0

bending stiffness

sawn

glulam

lvl

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

Energy input to construction materials Energy cost represents 100% of material cost

Energy cost represents 10% of material cost

Energy cost represents 1% of material cost Ref: ‘Materials and the Environment’ Mike Ashby

Embodied energy

Embodied CO2 and structure • Timber beam 15kgCO2 • Concrete beam 50kgCO2 • Steel beam 60kgCO2 • But…..60kgCO2 stored in timber beam

embodied CO2 (kg/m2) • Timber CLT frame

timber frame stored CO2

• Concrete flat slab frame • Steel frame and holorib concrete floor

timber frame embodied CO2

concrete frame embodied CO2

steel frame embodied CO2

-250

-200

-150

-100

-50

0

50

100

150

200

CO2 stories for timber and concrete 2500KWhr 1m3

1m3 timber -650kg CO2

+150kg CO2

+650kg CO2

+150kg CO2

2500KWhr 1m3

1m3 concrete +500kg CO2

+700kg CO2

+1200kg CO2

Environmental product declarations

Embodied CO2…..summary • Current studies •

Offices 750-1000 kgCO2/m2



Residential 300-675 kgCO2/m2



Schools 300-600 kgCO2/m2

• Typically 50% of a new buildings embodied CO2 is in the structure and foundations • Recent studies indicate that embodied CO2 can represent between 20% to 60% of the whole life CO2 of a building

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

Panelised structures Loadbearing Facade

Crosswall

‘Hybrid’ (steel/CLT)

Platform construction Walls/floors

Slab/walls

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

Fire • Recent high profile cases •

Colindale – during construction

• Fire resistance • •

Large sections char at rate of 0.6-0.7mm/min Oversize timber sections to provide structural integrity during fire (ie timber can be unprotected)

• Spread of flame •

For large sections treatment is still required by building regulations

CLT CONSTRUCTION DETAILS ...separating floor

CLT CONSTRUCTION DETAILS ...separating wall

CLT CONSTRUCTION DETAILS ...external wall

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

Connections • Connection design critical in timber structures • Typically connections determine the section sizes in multiple element structures • Recent years have seen major advances in fixing technology and automation

Connections • Glued connections strongest and stiffest • Connections with multiple small fixings (ie nails or screws) are also efficient

Fixing technology

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

Procurement Timber Manufacturer

• Organisation & responsibility •

-

UK currently

Designer(s) -

Concept design Coordination

Client

Detail design Element layout Connection design Fabrication dwgs Erection sequence Manufacture Cutting patterns Fabrication Loading sequence Transport Erection

Procurement • Organisation & responsibility •

Mainland Europe currently

Timber Manufacturer Designer(s) -

Structural design Element layout Coordination Connection design Fabrication dwgs

-

Manufacture Cutting patterns Fabrication Transport

Client

Erector -

Erection sequence Loading sequence Erection

Procurement • Process

Competition

Negotiation

Initial Design

Final Design

-

-

-

-

Timber vs RC vs Steel? Initial design to establish m3 and m2 of Timber Tendered to Timber manufacturers

Final design of Timber Structural Connections Panel layout BWIC Fire Acoustics Fabrication dwgs

-

Erection Sequence

Construction -

Manufacture Deliver Erect

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

Lead times • Building Magazine Jan 2012

• Timber •

Working drawings 4 wks



Approve working drawings 2wks



Manufacture 3 wks



Manufacture 3 wks

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

Supply chain • UK options •

B&K timber structures



Eurban



KLH



Constructional Timber / Lamisell

• Mainland Europe options •

Metsa (FinnForest)



Stora Enso



Mayr Melnhof Kaufmann



Binderholz



……..

• Capacity •

?????

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

UK Government and trees • • • •

Recognises that in 2007 forest in England removed 2.9mt CO2, but that this rate is falling. Recognises that a major woodland creation scheme is required, target of 10,000 ha per year for 15 years (to remove 50mt CO2 by 2050). Woodland creation can also help with employment creation, flood alleviation, water quality improvement and support for wildlife. Recognises that woodland resource (timber) needs to be used for fuel and construction.

UK response • Gradual increase in building regulations • Zero carbon new buildings by 2019 • Existing building stock approach uncertain •

IGT report on low carbon construction



Issued November 2010



Treasury ‘Green Book’ requirement to conduct whole life carbon appraisal.



Industry and Government to develop a

standard method of measuring embodied carbon for use as a design decision tool.

Policy & influence

Hackney ‘WoodFirst’ • Hackney Council is consulting on ‘WoodFirst’ planning policy •

Stadthaus, Bridport House and Mossbourne Academy are all in Hackney



Not a ‘Wood Only’ policy!



‘Although the Council is keen to promote the benefits of building with wood, it is not considering a policy that would exclude locally sourced building materials or prevent the use of other sustainable building materials in future developments. However, it will take into account the carbon footprint of a new development to ensure it is in line with its sustainability policy and the use of structural timber would help to contribute to this.’

http://apps.hackney.gov.uk/servapps/newspr/NewsReleaseDetails.aspx?id=2437

Life cycle assessment • ICE •

The Institute of Civil Engineers (ICE) Civil Engineering Standard Method of Measurement 3 (CESMM3) now includes carbon and prices for every material and unit of work.

• RICS •

The Royal Institution of Chartered Surveyors (RICS) has established a working group to examine embodied carbon and to also link it to the New Rules of Measurement (NRM) framework.

• EU •

The European CEN TC 350 series of standards (spring-2011 release) relates to the “sustainability of construction works”. The series includes a set method for calculating the embodied impacts of construction materials and projects and a standard on the communication of results (Environmental Product Declarations, EPDs).



Construction Products Regulation (July 2013)

• Other •

PAS 2050 (UK Carbon Trust), PAS 2060 (BSI)



ISO/CD 14067, BS 8903:2010



BES6001 – Responsible sourcing

Construction products regulation • Construction Products Directive introduced April 2011 •



CE marking is key component providing a ‘fit for purpose’ claim covering: • • •

Mechanical resistance and stability Safety in case of fire Hygiene, health and the environment

• • •

Safety and accessibility in use Protection against noise Energy economy and heat retention

Major materials manufacturers in UK currently hold CE marking for most of their products (ie cement, steel and timber)

• Construction Products Regulation will be introduced July 2012 •

CE marking will include a new component ‘Sustainable use of natural resources’



Introduction of CEN/TC 350 – Environmental Product Declaration (EPD)

Responsible Sourcing • BES 6001 •

RE Global has developed a Framework Standard for the Responsible Sourcing of Construction Products.



The scheme provides manufacturers with a means by which their products can be independently assessed and certified as being

responsibly sourced. •

http://www.greenbooklive.com/search/scheme.jsp?id=153



42 companies and products currently registered (manufacturers and contractors). Mainly concrete industry.

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

Research and Development • 2009 investment in R&D •

£4400m pharmaceutical



£1100m automotive



£140m agriculture



£18m construction

Engineering Alchemy Polymerised Wood R&D

Wood modification •



• •

Improve properties of wood through chemical and thermal modification Potential to improve durability, dimensional stability and strength properties Existing examples include Accoya acetylated wood and Thermowood Working with Cambridge University on the structural and architectural use of polymerised wood

50m-span bridge into the city of Sneek in the Netherlands

Submerged bridge at the restored Fort de Roovere in the Netherlands

Polymerisation process Non-treated Wood

Polymerised wood

???????? •

?????? • ?????

TIMBER TOWER (R&D CONCEPTUAL PROJECT)

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

Tamedia office building - Zurich by Shigeru Ban Architects

Skelleftea, Sweden •

Mixed use timber building • • •

141 space multi-storey car park Cross laminated timber Fire engineered

Kintai Bashi, Japan

Content • Introduction • Supply •

Raw materials, manufacture process, product range

• Design •

Engineering limits, embodied CO2, prefabrication, fire, connections

• Construction •

Procurement, lead times, supply chain

• Wood futures •

R&D, emerging policy, inspiration

• Case studies •

Open Academy



City Academy



Mossbourne Academy

SmartLife, Cambridge

SmartLife, Cambridge

St John Fisher School, Peterborough

Open Academy, Norwich

Norwich academy

Roof

• Complex geometry • Glulam tied arches (radial/’leaning’) • Flat CLT roof panels – twist!

City Academy, Norwich

Mossbourne Academy, London

Research and development

Timcrete

Faculty of Education, Cambridge

BGS, Nottingham

Approx 230 residential units, mix of town house and apartments • • • •

7000m3 of CLT

175no. lorry deliveries

£5,5m CLT contract (supply and erect)

Potentially 20 week erection using 4 teams •

5000t CO2 sequestered in the CLT frame

The Future • Europe •

UK manufacture of CLT (Napier University)



Italy – 9 storey CLT building n site (seismic design)



Austria – Life Cycle Tower on site (15 storey, hybrid timber and concrete)

• North America •

Three CLT manufacturers



30 storey timber tower research project

• Australasia •

CLT manufacture in New Zealand



Lend Lease CLT residential project (10 Storey)

References www.trada.co.uk – Timber Research and Development Association Specific academic resource area

Credits www.trada.co.uk – Timber Research and Development Association Cambridge University Ramboll

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