Before moving on to the technology of the
method, it should be noted that the electrostatic
deposition of layers of dry concrete mix on the
shaping frame occurs without impact and noticeable
mechanical impact, in contrast to the coating
technology, for example, with shotcrete. The first
electrostatically deposited dry layer of fiber-
reinforced concrete, after moistening and a short time
delay, significantly increases the strength of the
shaping frame. As the number of layers of concrete
increases, the strength of the frame rapidly increases,
many times ahead of the load from the increase in the
mass of fiber-reinforced concrete.
a) the shaping frame of the prismatic tent, made
of wire reinforcement;
b) a prismatic tent, covered on the outside with
fiber-reinforced concrete, and on the inside
with shotcrete glass fiber-reinforced concrete;
c) pavilion wire frame with prismatic or conical
tent with negative Gaussian curvature; d) a
pavilion covered on the outside with fiber-
reinforced concrete, and on the inside with
shotcrete glass-fiber-reinforced concrete; h)
section A-A; g) view B.
1 - ribs of the shaping frame made of reinforcing
wire, 2 - inventory mast, 3 - base (floor) of the
structure, 4 - layers of concrete deposited by
electrostatic sprayers; 5 - thinned burlap, 6 - welded
or woven mesh, 7 - shotcrete layer of glass fiber
reinforced concrete.
Thus, the shaping frame can be made lightweight.
Therefore, for the manufacture of the framework of
the structure, it is possible to use reinforcing wire,
welded or woven wire mesh, duplicated with a
thinned coarse fabric (sparse burlap) made of jute and
other hydrophilic fibers. This reduces the labor
intensity and metal consumption of manufacturing a
shaping frame for low-rise buildings. In addition, the
method allows the use of a water-cement ratio close
to the theoretical one for a given concrete
composition. The optimal W/C value should provide
savings in cement without reducing the strength of
fiber-reinforced concrete. So, the shaping frame of
the building is made of reinforcing wire, the openings
are closed with steel welded or woven mesh. Outside,
thinned burlap made of jute and other hydrophilic
fibers is attached to the mesh. In this case, the cells in
the wire mesh are desirable from 30 mm in size and
above, and on the burlap the cells in the light should
be in the range of 5-12 mm. In the manufacture of a
shaping frame for a tent with a double negative
curvature, a flexible woven steel mesh is used,
thinned burlap is attached to the mesh from the
outside. Form limited areas of the surface of double
curvature, using the property of a woven mesh and
burlap to change the density of the weft and warp
threads.
The burlap is moistened for electrical
conductivity, the shaping frame is grounded, and
using a manipulator with electrostatic sprayers, the
burlap, together with the underlying mesh, is covered
with a dry concrete mixture containing reinforcing
fibers. The process of coating the shaping frame with
a dry mix is affected by the electrical resistivity of
cement particles and other components of the dry
mix. Of the industries where electrostatic technology
is used, it has been established by practice that the
area of optimal electrical conductivity of particles for
their electrostatic deposition (cement, fine sand, fly
ash, fiberglass, etc.) has a wide range - from 107 to
109 Ohm∙m (Petzold, 1990; Lagarias, 1960).
The settling of the dry concrete mix and the
wetting of the dry concrete mixture with water mist
must be separated by time and/or distance along the
building surface so that the high humidity air does not
reach the electrostatic sprayers. It is better to moisten
the applied layer of dry concrete with a cold fog
generator. Fog generators spray water with droplets
no larger than 50 microns. The cycles of coating with
a dry mixture and moistening with water are repeated
until the required thickness of fiber-reinforced
concrete is obtained. Between cycles, time delays are
made for the fiber-reinforced concrete to gain initial
strength.
3 RESULTS AND DISCUSSIONS
To prepare a dry mix of concrete, hydrophilic quick-
hardening Portland cement with fine mineral
additives and fibers is used. Instead of fine sand,
depending on the requirements for the structure and
its purpose, mineral powders are used - finely ground
waste from stone processing or ash and slag waste, fly
ash from electrostatic precipitators of power plants,
perlite powder, volcanic ash, cement dust from
electrostatic precipitators of cement plants and other
finely dispersed materials of natural and technogenic
origin (Nakhaev, 2015; Salamanova, 2019;
Salamanova, 2018).
For fiber-reinforced concrete, reinforcing fibers
are used - alkali-resistant glass, basalt, carbon
(Polyacrylonitrile; Hong, 2014), etc. The fibers must
first be freed from lubricants and other hydrophobic
substances. This condition provides good wetting
with water with the addition of surface-active
substances (surfactants) of the concrete mixture and
fibers and contributes to the work of capillary forces