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Building with earth - Gernot MINKE (1)

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in turn enlarges cracks and even causes

plaster to flake off.

During repairs undertaken in 1992, the oldest

German rammed earth house, built in

1795 (1.10), was found to have massive frost

erosion, which had destroyed the loam up

to a depth of 20 cm, because water had

penetrated through cement plaster applied

some decades before. A similar phenomenon

was reported from New Mexico, USA

by Bourgeois (1991). During a restoration

carried out in 1967, the church in Ranchos

de Taos (12.5), constructed of adobes in

1815, was covered with cement plaster.

Eleven years later, the cement plaster had

to be dismantled when the loam below

showed heavy moisture damage.

In cold climates, quick drying of the wall is

necessary if rain penetrates from the outside

or if vapour condensation from the inside

occurs. Therefore, the vapour diffusion

resistance of the outer layer should be

lower than that of the inside.

The German standard DIN 18550 (Part 3)

states that water-repellent external plasters

should fulfil the following conditions: water

absorption coefficient w ≤ 0.5 kg/m 2 · h 0.5 ,

the specific vapour diffusion resistance s d

must be ≤ 2.0 m and the product w · s d ≤

0.2 kg/m · h 0.5 .

The following sections describe the composition

and application of non-loam containing

plasters.

Preparation of ground

To provide a good bond, loam surfaces

that are to be plastered should be dry and

rough. Smooth surfaces should be sprayed

with water, so that their outer layers will

moisten and swell, after which they can be

grooved diagonally 2 to 3 mm deep, as

shown in 11.2. While the surface so prepared

is still moist, it should be primed with

thin lime milk, which should penetrate the

ground up to a depth of several millimetres.

A mix of 0.5 to 1 part of fat-free white

cheese, 2 parts hydraulic lime and 30 parts

water has also proved successful. If the lime

plaster is exposed to severe thermal forces,

if the unbroken area of the plaster surface is

very large, or if the bond is poor, expanded

metal meshes or reed mats fixed to the

ground may be required to take the plaster.

When using reed mats, it is advisable to dip

them in lime milk to prevent rotting.

Reinforcement

Larger unbroken panels subject to strong

thermal forces may require reinforcement.

For this purpose, a galvanised steel net with

hexagonal meshes (rabbit or chicken wire

mesh) or similar nets are commonly used.

Workmen often prefer using plastic covered

glass-fibre nets because they do not corrode

and are more pliable.

Composition

Normal lime plaster usually consists of

1 part hydraulic lime and 3 to 4 parts sand.

Since it is commonly used in construction

worldwide, it is not discussed further in this

book. However, lime-casein plasters are less

common, and are therefore described

below.

Old recipes often prescribe that animal hair

and casein be added to a normal plaster

to improve its behaviour. In former times,

casein was added in the form of whey or

buttermilk. Casein and lime react chemically

to form calcium albuminate, a wash-resistant

compound. The addition of casein

reduces the water absorption of lime plaster,

but at the same time hinders vapour

diffusion.

At the BRL, a lime-casein plaster for exterior

work was successfully tested. The mix consisted

of fat-free cheese, hydraulic lime and

sand in a ratio of 1:10:40. The lime has to

be first intensively mixed into the cheese to

form a creamy paste without adding any

water. After allowing the mix to rest for a

while, water and sand should be added.

For a thinner plaster that can be brushed on,

a slightly different mixture might be adequate,

with the proportion 1:6:25 of the

same ingredients respectively. In warm climates,

some kitchen salt should be added

to keep the lime plaster moist for a longer

period, which improves curing.

12.6 µ-values of

lime plasters (figures

referred to as volumetric

parts)

12.7 Loam wall with

additional exterior

insulation and wooden

planks forming air

cavity

12.8 Plinth designs

made incorrectly and

correctly

12.7

102

Weather protection

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