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(1)

Wood-based product platforms

Date: 2014-06-04 Pass: 9.45-10:30 University of Reading

Jarkko Erikshammar

(2)

Contact

http://www.ltu.se/research/subjects/Trabyggnad/kontakta-oss/jarkko-1.44434?l=en

jarkko.erikshammar@ltu.se

@Leantimber

Jarkko Erikshammar

+46 920 491 860

(3)

Disposition

Why wood-based product platforms?

Wood-based product platforms

Beam-column systems

Massive wood systems

Modular systems

(4)

Aim

to show you the industrial application in

timber of the theories you have learnt in

Roberts lecture regarding industrialized

house-building.

(5)

beehive. 2 min.

Why wood-based product platforms –

instead of concrete or steel?

(6)

CO2 Emission

Energy Farming Automotive Cement Air

Other trp

Process industry Other Industry

Source: IPCC, Global CO2 Emission

(7)

Source: The Edinburgh Centre for Carbon Management Referens: ECCM-EM-483-2007

(8)

Advantages and disadvantages

• Weight-load bearing capacity ratio

• Material flexibility

• Wintertime construction

• Lead-time on-site

• Fire resistance (pyrolysis)

• Low weight

• Span (> 6m)

(9)

Disposition

Why wood-based product platforms?

Wood-based product platforms

Beam-column systems

Massive wood systems

Modular systems

(10)

Foto: Patrick Degerman, Martinsons

Beam-Column systems

Frame separated from the climate shell Long spans, open areas, large openings.

Foto: Martinsons

Parkeringshus, Kv.

Ekorren, Skellefteå

Foto: Patrick Degerman, Martinsons Foto: Martin Lennartsson, LTU

(11)

Massive wood systems

Floor high elements with load bearing and stabilizing frame Great adjustability, architectural freedom

Foto: Ole Jais Foto: Patrick Degerman, Martinsons

Limnologen, Växjö

www.martinsons.se

(12)

Timber frame systems.

High degree of prefabrication

Foto: Per Pettersson. www.lindbacks.seFoto: Per Pettersson. www.lindbacks.se

Foto: Tommy Wiklund, www.lindbacks.se Foto: Per Pettersson. www.lindbacks.se

Cederterassen, Piteå

Modular systems

(13)

Wood-based building systems

• Load-carrying columns

• Secondary systems

• Diagonal bracing

• Shear walls

• Load-carrying walls

• Solid wood

• Timber frame

• Production strategies

Simple materials pre-cut at factory and delivered to the building site (stick-build) – Prefabricated elements

(floors, walls) delivered to the building site and

assembled

Prefabricated modules (volumes) delivered to the building site and assembled

The choice of where to produce different parts of the building system (on-site or off-site) determines much of the efficiency and flexibility of the

system.

(14)

Wood-based Building Systems

(15)

Disposition

Why wood-based product platforms?

Wood-based product platforms

Beam-post systems

Massive wood systems

Modular systems

(16)

Beam-and-post systems

• Large span structures

– Hockey arenas, sports facilities, horse riding arenas, storage buildings

– Buildings that are not used as dwellings

– Requirements on insulation, heating, sound, moisture barriers, window openings etc. are less severe than for dwellings

• Office buildings

– Taller buildings for offices

– Smaller spans, but more installations

– Still less severe requirements on e.g. sound than in dwellings

• No economy today in building dwellings with a beam-

and-post system

(17)

1. Sub- assembly of

rafter

3. Sub-assembly of roof purlins and roof “packages”

6. Assembly of wall purlins 5. Assembly of

stabilisation in roof

4. Placement on columns 2. Temporary

bracing on ground

Assembly efficiency

(18)

Joint reminder

• Avoid tension parallel and

perpendicular to grain if

you can! Instead try to

transform tensile loading

into compression in the

force transfer

(19)

Bracing system in wall

• Commonly made of steel braces that take up tension

• Placement in the structure important for total economy

Column Diagonal brace

SL α HL

h

b

Brace

(20)

Shear walls in beam-and-post systems

• For office buildings and

dwellings the possibility to use shear walls

• Stabilisation could be realised through special stabilising

elements in the structure (strong walls)

• Still separate exterior walls are needed for insulation

The need for separate exterior walls to cope with climate makes the economy difficult in dwellings,

but still manageable where functional requirements are less severe, or where the span is large

enough to have a structural need for separate beams and columns.

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(21)

Disposition

Why wood-based product platforms?

Wood-based product platforms

Beam-column systems

Massive wood systems

Modular systems

(22)

Load-carrying walls

• No columns or beams exist in the system, only walls and floors

• Very similar to concrete building technique, but with (prefabricated) wood instead

• Walls carry both vertical and lateral loads

• Economical for dwellings (multi-family houses) since the thickness of the insulation layer caters for large enough studs/walls to also carry the vertical load

• Diaphragm action/shear walls are used for stabilisation

(23)

Massive wood systems

• 22 mm thick wood, cross laminated and glued into

”Mega Plywood”

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(24)

Massive wood systems

• Very good load carrying capacity both for vertical and horisontal loads

• Not enough insulation – needs to be completed with insulation material on the outside (and studs to fix the insulation)

• Possibility for interior wood

• Good fire performance

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(25)

Massive wood systems

• Not only walls but also floor elements and balconies – 8 stories possible

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(26)

Massive wood systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(27)

Massive wood systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(28)

Massive wood systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(29)

Massive wood systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(30)

Massive wood systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(31)

Massive wood systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(32)

Massive wood systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(33)

Massive wood systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014 The weather

protection was especially developed for this building system since wood needs protection from water.

The towers enables the entire tent to

travel together with

the structure upwards and also functions

as the construction

crane.

(34)

Process costs on site

25%

Sub-contractors 25%

Own labour costs 25%

Building materials 25%

Structural wood share

12%

The total timber frame material cost is less than 2% of the total cost

System costs such as prefabrication, supply chain management, sub-

contractor and supplier cooperation can affect around 25% of the pro-duction costs

Risk/

profit 10%

Cost relations for timber frame houses

(35)

Disposition

Why wood-based product platforms?

Wood-based product platforms

Beam-column systems

Massive wood systems

Modular systems

(36)

Timber frame building system

• Heritage from the single family housing industry

• Conventional solution; a frame with top and bottom rail with evenly spaced studs in

between. Sheathing of gypsum boards (typically), insulation, wind and moisture barriers complete the structure.

• Floors have the same structure, only heavier floor joists. Floors often have two parts; floor and ceiling. The separation is needed for good sound and vibration performance.

• Usage; 2-6 stories, both single family and

apartment blocks

(37)

Stabilisation of timber framed housing

• Double layers of sheathing needed to obtain enough stabilisation

capacity (the corner nail/screw is decisive for the capacity)

• Depending on the building system type (element or volume) it might be possible to utilise 3D effects in

stabilisation

• Several functional requirements

meet; sound, fire resistance and

stabilisation

(38)

Floor joint

• The floors are hung on the walls – thus no shrinkage and a continuous moisture barrier

• Live loads are transferred as well as stabilising forces in the floors.

• Unwanted vibrations follow the stiffest section, which is the

connectors.

• Fire resistance must be guaranteed

(R90 if above 4 stories)

(39)

Modular systems

• Outer walls load bearing

• Stiff corners

• Double layer ceiling

• None-load bearing inner walls

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(40)

Modular systems

• Modules above each other

• Efficient load distribution with ”Towers”

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(41)

Modular systems

• Working load transferred to walls

• Working load is not transferred to floor elements

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(42)

Modular systems

• Stabilization trough plane element action

• Sheeting on the inside

• Anchoring from outside

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(43)

Modular systems

• Installations in plane elements

– Electrical inside walls – Sewage in floors

– Water in module separating walls

• Electrical integration into the ceiling -> shaft

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(44)

Volume module prefabrication

(45)

Modular systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(46)

Modular systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(47)

Modular systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(48)

Modular systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(49)

Modular systems

(50)

Modular systems

(51)

Modular systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(52)

Modular systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(53)

Modular systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(54)

Modular systems

(55)

Modular systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(56)

Modular systems

Source: Seminar Flervåningsbyggnader i trä och andra avancerade träbyggnader, 27/2/2014

(57)

Disposition

Why wood-based product platforms?

Wood-based product platforms

Beam-column systems

Massive wood systems

Modular systems

(58)

Contact

http://www.ltu.se/research/subjects/Trabyggnad/kontakta-oss/jarkko-1.44434?l=en

jarkko.erikshammar@ltu.se

@Leantimber

Jarkko Erikshammar

+46 920 491 860

References

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