STRAWBALEHOUSE © Brian Waite
Designed in 1999 as my low energy, low carbon retirement home. I decided upon strawbales as the most sustainable, cost effective way of providing enough insulation, however I then needed to overcome the disadvantages, I perceived, strawbalehouses to suffer.
(1) Considered by most (particularly my wife) to be quaint but insubstantial and so inconsequential.
(2) Research indicated that moisture levels could be a worry in UK climate.
(3) Structural bales were not acceptable to me, as an engineer, so a simple but substantial, cost effective
structure was needed with as little embodied energy as practical.
Whilst these problems set the parameters for my design, I was becoming aware that
many others were interested in sustainability and conserving energy so the idea to
supply a self-
The Design;
To exploit the cost savings of mass production I have reduced the main structure down to a single curved “I” beam. Two are then paired together to form a bowed “A” frame (cruck) and then repeated at one bale length increments (1meter) for whatever length of building is required.
Complete structure 2nd cruck rising
There is nothing simpler and stronger than an A frame and the bow is to allow a more viable upper floor.
The bales rise seamlessly right up to the ridge thereby insulating the whole building in one go with no awkward change from vertical wall to horizontal ceiling (a structural and thermal weak spot). The result is a vaulted interior space totally free of structural restrictions that can be divided, or not, as the owner wishes.
The building can easily be added to as the family and/or finances grow.
The crucks are set on a wall plate that sits upon a low plinth wall of local materials
which can be varied in height to cope with sloping sites and alternative configurations
– for instance at 900 mm high it allows a 6 meter floor width on both levels. If
an upstairs is not required then it can be reduced (for workshops, galleries etc.),
however it must be high enough to keep the bales well clear of the splash-
Should an end elevation face South, I recommend the balcony over a porch arrangement as I have in
my prototype. The recessed glazing reduces the mid-
There is nothing simpler and stronger than an A frame and the bow is to allow a more viable upper floor. The bales rise seamlessly right up to the ridge thereby insulating the whole building in one go with no awkward change from vertical wall to horizontal ceiling (a structural and thermal weak spot). The result is a vaulted interior space totally free of structural restrictions that can be divided, or not, as the owner wishes.
The building can easily be added to as the family and/or finances grow.
The crucks are set on a wall plate that sits upon a low plinth wall of local materials
which can be varied in height to cope with sloping sites and alternative configurations
– for instance at 900mm high it allows a 6 meter floor width on both levels. If an
upstairs is not required then it can be reduced (for workshops, galleries etc.),
however it must be high enough to keep the bales well clear of the splash-
Should an end elevation face South, I recommend the balcony over a porch arrangement
as I have in my prototype. The recessed glazing reduces the mid-
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Should the five bay dormer window be possible, and the buildings orientation suitable, the straight roof over the dormer ( 30 deg) is the size of a 4 KW PV array.
UK made, off the shelf, cambered clay tiles suit the building's curvature and, because they cover every bale, the building copes well with exposed locations. To tackle the moisture level worries
(aim 2) I have exploited the pressure differentials at different heights to create a strong passive draught system that draws air over the, lime rendered, exterior of the bales. The result is moisture levels that are less than half those in other SBH's located in dryer parts of the UK – the dryer bales make them an even more effective insulant both for cold and heat. Because of the tile cover, chill factor has no part in the “U” calculations. The 380 bales in my prototype (110 M2 floor area) have captured about 3½ tons of carbon. (“U” = 0.104 watts/M2/deg C)
Aim (3) I haven't gone for the cheapest option of using bales structurally because I am sure that straw must lose some structural integrity over time which is certain to result in settlement that will transfer the roof loads onto the lime plaster/render – absolutely unacceptable to this engineer.
Also it's been done many times so offers nothing new.
A simple multi-
I was 68 years when I built my prototype (2010/11) with absolutely no assistance,
other than the internal lime plastering, using only a £20 hand winch (see photos)
and the most expensive item on site, apart from my wife, was the cement mixer -
Although the cruck beams are 7.3 meters long x 575mm deep, and capable of lifting a truck, they can be moved/carried by one person.
A 7 metre floor width option is also available -
A Tee/L plan option has been designed, but takes away the basic simplicity, so is not yet off the drawing board.
I think by now most people are aware that strawbales are not a fire risk (in fact
Australian and Texan fire reports actually recommend SBH's for bush-
In fact longevity is the best way of further diluting a building's carbon footprint
so to that end, it's designed up to a quality rather than down to a price -
e.g. there are no nails -
The low weight of the build and the width of footings, dictated by the width of the
bales, means very low soil loading (37Kn/M2) which reduces the need for deep footings,
in fact earth-
Heating: -
However now the building is dry the dehumidifiers no longer release any heat so a fan heater (and immersion heater) as and when needed have been my only heat sources.
Theory says the building's heating requirement is 60 watts/degree C (The prototype is 110M2 floor
Area & a contained volume of 280M3) but the actual performance is indicating much
better -
The water solar panels (under the balcony handrail) are connected to pipes within the ground floor slab and masonry stairs which together form a considerable thermal mass. However I have no data for this set up because they have only just been connected, I also don't have figures for the inclusion of a planned HRVU which my pension won't stretch to as yet.
Quadruple glazing with Winter and Summer options
Data sheet:-
dotted black = outside humidity. Solid red = upstairs studio temp. dotted red = downstairs workshop temp. Solid blue = studio r.h. Dotted blue = workshop r.h. Green = dew point.
Note 1; Although treated and monitored as a separate house it is only part of my
home with the upper floor serving as my drawing studio and guest accommodation over
a wet-
Note 2; The water solar panels are set nearly vertical to maximise winter solar gain, i.e. when it's needed.
I am experimenting with quadruple glazing on some of the windows, which utilises standard low emissivity, off the shelf (i.e. not imported & so easily replaced), double glazed units which provide a Summer (DG) setting and a Winter (quad G) option (photo).
To make the building control process easier I have gone for “type approval” so only site specific details will need to be cleared with BC on future builds.
The design is intended primarily for self-
It is an immensely strong structure but my success in overcoming aim (1) is, of course, subjective. (at least my wife is converted – phew!) and only time will tell if straw insulation will make it into mainstream homes.
Nearly there -
Brian Balfern Waite
Bracken House, Deanscales, Cockermouth, Cumbria. CA13 0SL
www.strawbalehouse.co.uk
brian@brianwaite.co.uk
C.V. -
In 1979 I designed and patented the “Car Chair” system which enables the wheelchair-
I retired in 1986 and became interested and involved with medieval buildings – the inspiration for my strawbalehouse.
STRAWBALEHOUSE © Brian Waite
Sectional side elevation is to show
how to control the mid-
mid-
The section also shows my personal
choice of stairway.
Due to building line restrictions
my prototype's balcony is lacking in useful depth so I suggest that it be cantilevered out for another meter at least and the ground floor be brought forward a section.
This would add 6M2 floor area to the downstairs but still control the Sun's penetration.
In this prototype building I have also tried a number of smaller innovations.
(1) Low cost quadruple glazing which the depth of the strawbale walls makes practical.
(2) The 20ft (6M) unsupported first floor is achieved with only 240mm deep “I” beams
by bonding 18mm ply top and bottom. This arrangement means the ply
is taking 90% of the load thereby giving a loaded floor deflection about 1/3 of that
recommended without losing space to deep beams that would otherwise need to be 600mm.
23+ft (7M) floor width is also available.
(3) I have modernised the medieval method of scaffold by installing my take on the “putlog”
whereby normal scaffolding is hung rather than supported from the ground.
(4) The frame's curvature and the use of T&G sarking boards makes permanent longitudinal
wind bracing unnecessary.
It might be noticed that the buzzwords “eco” & “green” have not been mentioned – this is because I consider them a bandwagon that has come to mean double the price for half of the quality.
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Summary of the main innovative features of strawbalehouse:
Elegant and simple “A” frame that is designed for mass production to reduce cost.
Single handed easy erection without needing heavy lifting hire.
Bales insulates walls and roof in one sweep.
Designed for strawbale insulation but any insulation is possible. An expanded polystyrene insulated option will soon be available offering 40% improved “U”
i.e. 400% better than UK building regulations requirements.
Vaulted interior completely free of obstructions.
Tiles cover every bale to give total weather protection.
Unique bale retaining system that eliminates settlement.
Passive draught system to ensure bales are kept dry.
Can be any length, is of variable height and easily added to at a later stage.
Extra width available and a Tee/L plan options to be made available later.