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LECTURE HANDOUT 1.3<br />

SYSTEM<br />

BUILD CUBOID WITH WOOD <strong>03</strong><br />

BALLOON FRAME CONSTRUCTION<br />

PLATFORM CONSTRUCTION<br />

PANEL CONSTRUCTION


<strong>03</strong><br />

SYSTEM<br />

Build Cuboid With Wood <strong>03</strong><br />

Difference : Material size, Material hierarchy, Joint<br />

Balloon framing, the immediate ancestor of the <strong>wood</strong>-framing<br />

methods used throughout North America today, was developed in<br />

the mid-19th century through the integration of two industrialized<br />

technologies:<br />

1. the milling of standardized dimensions of lumber<br />

2. the mechanical production of nails.<br />

1<br />

What are the difference between this photo and next photo?<br />

BALLOON FRAME SYSTEM


Inner View and Modern Function of Garage<br />

Units of 2X8 Stud Grade<br />

GEOMETRY<br />

2<br />

MATERIAL<br />

SECTION DIMENSION<br />

In the Americas, two-bys (24s, 26s, 28s, 2x10s, and 212s) are<br />

common lumber sizes used in modern <strong>construction</strong>.<br />

LENGTH<br />

In the United States the standard lengths of lumber are 6, 8, 10, 12,<br />

14, 16, 18, 20, 22, and 24 feet (24 feet equals to 7.3 m).<br />

They are the basic <strong>build</strong>ing block for such common structures as<br />

<strong>balloon</strong>-<strong>frame</strong> or platform-<strong>frame</strong> housing.<br />

Dimensional lumber made from soft<strong>wood</strong> is typically used for<br />

<strong>construction</strong>.<br />

Traditionally In North America, 24<br />

or 26 studs are typically placed 16<br />

inches (400 mm) from each other's<br />

centre, but sometimes also at 12<br />

inches (300 mm) or 24 inches (600<br />

mm).<br />

Column<br />

Beam<br />

Header<br />

Section and Plan View<br />

Black arrow showing the possible Cantilevers in joist directions.


1. Posts > storey height<br />

2. Normally <strong>with</strong> nail connections<br />

3. Bracing by means of planks.<br />

4. Floor joists connected to sides<br />

Pin joint<br />

3<br />

CONNECTION


CHARACTER<br />

True <strong>wood</strong> joint<br />

BALLOON FRAME CONSTRUCTION<br />

TIMBER STUD CONSTRUCTION<br />

This timber stud <strong>construction</strong> is nailed<br />

together on site and usually extends over two<br />

or more stories.<br />

The <strong>system</strong> is also characterized by a great<br />

degree of design freedom regarding plan<br />

layout, volume and positioning of<br />

openings.<br />

In Europe, timber stud <strong>construction</strong> is the<br />

equivalent of the American <strong>balloon</strong> <strong>frame</strong>.<br />

there is less standardization and<br />

connections are not limited to nailing as in the<br />

<strong>balloon</strong> <strong>frame</strong> --- tenons and halving joints<br />

are also used.<br />

4<br />

BALLOON FRAME CONSTRUCTION<br />

TIMBER STUD CONSTRUCTION<br />

The <strong>balloon</strong> <strong>frame</strong> <strong>system</strong> widespread in<br />

America consists of closely spaced squared<br />

sections of standard size lumbers.<br />

(based on 24 or 26 dimensional In North<br />

America or a 28 inch in Europe)<br />

When, as a result of a structural analysis,<br />

larger cross-sections are called for, these are<br />

made by simply nailing several smaller<br />

squared sections together.<br />

The simplicity of the <strong>system</strong>, in which<br />

additional members are often simply nailed to<br />

the main <strong>frame</strong>work as required, enables<br />

rapid erection <strong>with</strong> unskilled labor, despite<br />

minimum prefabrication.<br />

Bird Cage - Type 1


Bird Cage - Type 2 Bird Cage - Type 3<br />

PLATFORM FRAME SYSTEM CHARACTER<br />

PLATFORM FRAME<br />

CONSTRUCTION<br />

Once popular when long lumber was<br />

plentiful, <strong>balloon</strong> framing has been largely<br />

replaced by platform framing.<br />

Platform <strong>frame</strong> <strong>construction</strong> is a further<br />

development of timber stud <strong>construction</strong>.<br />

It is distinguished by a high degree of<br />

prefabrication.<br />

5<br />

PLATFORM FRAME<br />

CONSTRUCTION<br />

The load-bearing elements consist of<br />

storey-high pre-assembled <strong>frame</strong>s of<br />

squared sections braced by flat cladding<br />

panels or diagonal boards.<br />

Platform <strong>frame</strong> <strong>construction</strong> is based on a<br />

small module, although the spacing can be<br />

varied as required, e.g. depending on the<br />

thermal insulation used (mats or loose fill).<br />

The individual load-bearing ribs are<br />

assembled in the workshops and<br />

transported to the <strong>build</strong>ing site as selfcontained<br />

elements. On site they are only<br />

erected and clad if necessary.


PLATFORM FRAME<br />

CONSTRUCTION<br />

Platform <strong>frame</strong> <strong>construction</strong> is straightforward<br />

and economic because it uses<br />

identical timber sections wherever possible,<br />

which thanks to their small size are easy and<br />

cheap to produce.<br />

The simple nailed and screwed<br />

connections are another advantage of this<br />

<strong>system</strong>.<br />

The tectonic structure of platform <strong>frame</strong><br />

<strong>construction</strong> is based on the principle of<br />

stacking stories one upon the other.<br />

The advantage of this form of <strong>construction</strong> is<br />

its versatility because it can respond to many<br />

different design specifications.<br />

6<br />

COMPONENT<br />

In platform <strong>frame</strong> <strong>construction</strong>, the<br />

elements are stacked storey by<br />

storey.


CONNECTION<br />

CONSTRUCTION EXAMPLE<br />

ground floor joist and platform<br />

7<br />

JOINT<br />

http://home.olemiss.edu/~djr/pages/gallery/framing.html<br />

ground floor platform<br />

1 st floor wall panels prepared<br />

V<br />

ground floor joist


1 st floor wall panel and joist 1 st floor platform<br />

2 nd floor wall panel 2 nd floor wall panel<br />

Roof platform and roof<br />

beams<br />

8<br />

GEOMETRY


Cantilevers possible in joist directions.<br />

Column<br />

Sole plate<br />

Header<br />

Beam<br />

COMPARISON<br />

BALLOON FRAME and PLATFORM FRAME<br />

PLATFORM FRAME BALLOON FRAME<br />

FIRST FLOOR FRAMING<br />

9<br />

1. Storey height Posts<br />

2. Normally <strong>with</strong> nailed connections<br />

3. Bracing by means of planks<br />

4. Floors laid on top<br />

ROOF FRAMING TREATMENT


PLATFORM FRAME BALLOON FRAME<br />

1 plates<br />

band joist<br />

2 plates<br />

Floor joists connected by band joist.<br />

2 plates at the bottom of the band<br />

joist<br />

1 plate on the top<br />

FLOOR TREATMENT<br />

lodger<br />

Floor joists sit on the top of<br />

the lodger<br />

On-situ assembly of prefabricated components in the platform framing<br />

Bird House - Panel<br />

10<br />

PANEL CONSTRUCTION<br />

CHARACTER


This slab must exhibit high<br />

strength and rigidity in order<br />

to achieve a structural plate<br />

action.<br />

One answer to such<br />

requirements is the solid<br />

timber panel, which consists of<br />

cross-banded plies of sawn<br />

timber strips.<br />

The ribbed solid timber<br />

panel as an example of a<br />

black box <strong>system</strong>.<br />

Finished sandwich elements<br />

are delivered to site <strong>with</strong> their<br />

internal structure no longer<br />

visible.<br />

PANEL CONSTRUCTION<br />

The latest development in panel <strong>construction</strong><br />

is leading to a reversal of the principle of the<br />

platform <strong>frame</strong> <strong>construction</strong>.<br />

The load-bearing element is now a slab, no<br />

longer a linear member.<br />

This slab must exhibit high strength and<br />

rigidity in order to achieve a structural plate<br />

action. One answer to such requirements is<br />

the solid timber panel, which consists of<br />

cross-banded plies of sawn timber strips.<br />

The addition of transverse ribs made from the<br />

same material increases the buckling<br />

resistance of such panels. Insulation is placed<br />

between the ribs.<br />

MATERIAL<br />

11<br />

TIMBER FRAME CONSTRUCTION<br />

The planar, non-directional nature of this<br />

load-bearing slab results in structural and<br />

architectural characteristics hitherto unknown<br />

in timber <strong>construction</strong>. The traditional grid<br />

or spacing of load-bearing elements is no<br />

longer necessary. Openings can be cut<br />

almost at random.<br />

Single components can play a<br />

multifunctional role, which reduces the<br />

number of layers and hence the additive<br />

character of the layered assembly.<br />

If the <strong>build</strong>ing is to be clad <strong>with</strong> a uniform<br />

outer leaf, this can be attached directly to the<br />

sheathing of the wall element.<br />

The load-bearing solid timber panel, for<br />

example, needs no further surface finish<br />

internally, apart from a coat of paint.


Schuler solid timber panel<br />

Single-ply panel<br />

3- and 5-ply panels<br />

Ribbed panel<br />

Box panel<br />

Steko Blocks<br />

a wall <strong>system</strong><br />

A) Steko basic<br />

module<br />

B) Module Structure<br />

and grain direction<br />

C)Wall corner detail<br />

Steko is a rapid <strong>construction</strong> <strong>system</strong> that uses large<br />

hollow timber blocks that simply slot together.<br />

No glue or other fixings are needed to complete a loadbearing<br />

wall <strong>construction</strong>.<br />

The <strong>system</strong> enabled two people to <strong>build</strong> an attractive<br />

house in just three days, complete <strong>with</strong> internal and<br />

external walls, two floors, attic and roof.<br />

http://www.greenspec.co.uk/html/products/stekko.html<br />

Lignotrend ELEMENTS<br />

Bresta edge-fixed elements<br />

Different section types<br />

12<br />

SYSTEM EXAMPLES<br />

LIGNOTREND<br />

A. Open both sides<br />

B. Closed on both sides<br />

C. Closed on one side<br />

Wellsteg Hollow Element<br />

School For Forest Guard<br />

Lyss BE, 1997<br />

Itten+Brechbüehl, Berne


INSULATION AND CLADDING - Lignotrend Lignotrend - WALL<br />

PITCHED ROOF - Lignotrend<br />

WALL SLAB CONNECTION<br />

13<br />

Holes drilling<br />

Indoor cladding<br />

Wall blocks<br />

Insulation layer<br />

Outdoor<br />

cladding<br />

Cavity for<br />

service<br />

ROOF DECK - Lignotrend


DESIGN AND GEOMETRY<br />

3. Elements as self-contained “black box” assemblies<br />

(stable wall plates)<br />

14<br />

CUSTOM PREFABRICATION<br />

1. Individual project<br />

2. Breakdown into sensible parts<br />

CUSTOM PREFABRICATION IN PLATFORM FRAME<br />

CONSTRUCTION:<br />

THE DESIGN AND CONSTRUCTION SEQUENCE<br />

Step 01: Diving a specific project into sensible “<strong>build</strong>ing<br />

units” made up of wall and floor elements<br />

Cooperation between architect, manufacturer and possibly,<br />

engineer


Step 02: Production of elements as self-contained “black box ”<br />

assemblies in the factory<br />

Arrangement of linear members based on structural requirements and<br />

insulating material format (50 x 100mm or 60 x 120 mm)<br />

Sizing of linear members depends on thickness of integral thermal<br />

insulation (120 ~200 mm)<br />

Joint design (butt joints <strong>with</strong> seals or overlapping as shown here)<br />

Step 04: Attaching the external cladding (and internal lining)<br />

The external cladding must guarantee a circulation of air for the<br />

underlying timber <strong>construction</strong>.<br />

The internal lining may be chosen to suit interior design<br />

requirements and can also conceal electric cables. There are no<br />

services (electrics, water, gas, waste water, etc.) in the platform<br />

<strong>frame</strong> elements themselves because otherwise they would have to<br />

penetrate the vapour barrier.<br />

SUMMARY<br />

15<br />

Step <strong>03</strong>: Delivery of elements to <strong>build</strong>ing site and erection<br />

Plan: vertical butt joints nailed (for compression only) or screwed<br />

(also for tension).<br />

Section: stacking the elements<br />

In order to guarantee the continuity of the vapor barrier, vertical<br />

and horizontal butt joints must be sealed accordingly.<br />

SYSTEM<br />

A group of interacting, interrelated, or<br />

interdependent elements forming a complex whole.<br />

Amercian Heritage<br />

System is a set of entities, real or abstract, where<br />

each entity interacts <strong>with</strong>, or is related to, at least<br />

one other entity.<br />

There are natural and man-made (designed)<br />

<strong>system</strong>s. Natural <strong>system</strong>s may not have an apparent<br />

objective. Man-made <strong>system</strong>s normally have<br />

purpose, objectives. They are “designed to work as a<br />

coherent entity”.<br />

Wikipedia


TIMBER FRAME CONSTRUCTION<br />

LOG CONSTRUCTION TIMBER STUD CONSTRUCTION<br />

BALOON FRAME CONSTRUCTION<br />

SYSTEM<br />

DIFFERENCES on the following items<br />

Geometry<br />

Material and Connection<br />

Condition and Construction<br />

ADVANTAGE VARIATIONS on the following aspects<br />

Load-bearing structure<br />

Enclosure for the space<br />

Flexibility on use<br />

From Log to Veneer<br />

Cut <strong>with</strong> special tool<br />

& a precision<br />

16<br />

PLATFORM FRAME CONSTRUCTION<br />

PANEL CONSTRUCTION<br />

From a tree to timber<br />

Cut <strong>with</strong> normal tool: saw/axe<br />

From timber to product<br />

Lamination of various<br />

elements<br />

… …

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