Building with Earth: Design and Technology of a Sustainable Architecture

(Nancy Kaufman) #1
Formwork

Lightweight loam walls can be constructed
using any type of formwork, but since less
impact is involved than with rammed earth-
work, the shuttering boards can be thinner.
Various possibilities are shown in horizontal
section in 10 .1.
In order to reduce the number of boards,
climbing formwork is often used. Four
types of this system are illustrated in 10. 2.
When working with lightweight mineral
loam, it is even possible to use only a one-
sided formwork. This could be done with
a board on the outside, in which case the
mixture can be thrown onto it from the
inside by hand or with a trowel.

Tamped lightweight straw loam walls

The preparation of the mix is described in
chapter 4, p. 46. The mixture is thrown into
the formwork in layers 10 to 20 cm in height
either by hand or (more usually) with a
pitchfork, and compacted with lightweight
hand tampers.
It should be mentioned that lightweight
loam mixtures tend to settle, so that the
gaps that form must be be inspected and
later refilled. The one-metre-high test ele-
ment shown in 10. 3displayed settling of
9%.
It should also be mentioned that when
working with very light mixtures (with densi-
ties below 600 kg/m^3 ) and with walls more

This chapter introduces several techniques
that use lightweight loam by tamping, pour-
ing or pumping for floor, wall or roof sys-
tems. The different types of lightweight
loams are examined in chapter 4, while
chapter 9 discusses how lightweight loam
can be used as infill for timber-framed and
skeleton structures. Sprayed plasterwork is
described in chapter 11. Special designs for
walls which give high insulation are dis-
cussed in chapter 14, and additional thermal

Retrofitting thermal insulation with lightweight loam


are addressed in chapter 13.

83 Tamped lightweight loam

10 Tamped, poured or pumped lightweight loam


10 .1Horizontal sections
with different inbuilt tim-
ber elements
10. 2Systems of climbing
formworks

10. 2 10 .1
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