SUMMARY 01/2005
The Manager‘s Horizon
With this introductory article Stavební listy
offers readers a new section, which will be
devoted to management and issues relating
to business, economics, etc.
The sections aims to achieve the following:
To provide readers with selected and modern
managerial approaches and experiences
that could be useful for senior employees
in building and construction organisations,
To draw attention to some important legislative
changes that need to be taken into
account by management at various levels
of managerial work, to present interesting
comparisons, analyses and other useful information
in the area of management in the building
industry.
This introductory contribution
is devoted to the issue of the position and focus of management
and presents information on the changes
that have been introduced by the amendment to the act on public tender.
The Effects of Dampness
on a Structure
Protection of structures (passive and active)
from excessive moisture (dampness)
is the basis of the preventive measures targeting
avoidance of the occurrence of faults
in a structure, its loss of functional properties,
its reduced durability, and its reduced
longevity.
The all-round impact of dampness on structural
materials and the actual structure is
a phenomenon that contributes in a decisive
way to the deterioration (degradation) and
ageing of materials.
Dampness and temperature are so-called
passive external (climate) factors and effects
that have an impact on structures.
Changes in temperature and dampness
cause changes in volume, or even primarily
changes in line and shape affecting the individual
parts of the structures and the
structures as a whole.
Dampness affects structural materials in
a more complex way than temperature does
– it causes changes in volume and shape,
changes in physical and mechanical properties,
and in the case of many materials leads
also to chemical changes and reactions in the
structure of matter.
The results of research on the influence of
dampness on the mechanical properties of
porous structural materials and the comparison
presented in this contribution demonstrate
the need to address the safety
of supporting, walled structures – walls,
pillars, arches – where as a result of maintenance
measures or exceptional factors
(floods, broken pipes or mains, inadequate
hydro-insulation, etc.) a change in dampness
occurs along sections. Particular attention
must be devoted to supporting,
walled structures with little surplus loadbearing
capacity or with damaged pieced
refractories and joiners, and the long-term
effects of degradation processes as a result
of excessive moisture and dampness. Special
attention must be paid to the assessment
of the statics of supporting masonry
in walled structures affected by flooding,
especially those that in a state of high
dampness (w > 10%) have been exposed
repeatedly to the effects of temperatures
below 0 °C.