Lisø PhD Dissertation Manuscript - NTNU
Lisø PhD Dissertation Manuscript - NTNU Lisø PhD Dissertation Manuscript - NTNU
Organic materials within the insulation layer that could be damaged by moisture ought to be avoided. The traditional way of ventilating an insulated pitched roof is the use of an air gap underneath the underlay for roofing (to ensure sufficient venting of excessive moisture) and one air gap above the underlay for roofing (to prevent melting snow), illustrated in Fig. 4. New materials, like the combined underlay for roofing and wind barrier (watertight breather membrane), have led to a design of roof structures where all the ventilation of the roof surface takes place through an air gap between the roofing and the underlay for roofing. This is still a rather new roof design in Norway, introduced back in the 1980’s. The Norwegian construction industry has not fully adapted this solution, mainly due to a profound scepticism concerning water tightness under severe weather conditions. Larger amounts of precipitation in parts of the country could entail more scepticism. This expresses the need for more comprehensive investigations on issues concerning ventilation and drying of pitched insulated roofs. 5.1.1.2 Compact roofs Compact roofs are roofs where the different layers of materials are placed close to each other without ventilated layers. These roofs normally have a water- and vapour-tight roofing membrane on top of the insulation and a vapour retarder on the inside, and thus limited drying properties. Compact roofs are built as both flat roofs (angle of pitch of roof < 6°) and pitched roofs (angle of pitch of roof > 6°). As far as larger buildings are concerned, this is the dominant type of roof structure. Compact roofs are used on all sorts of buildings, and properly constructed compact roofs rarely sustain damage. Built-in moisture in compact roofs is a topic that once again became of great interest following the mentioned extreme rainfall in the autumn of 2000 in eastern Norway. Heavy precipitation during the construction period increases the risk of built-in moisture during roof construction. The development of weather-protective measures (e.g. tent solutions) and guidelines for the construction phase will be of great importance. 5.1.2 Façades 5.1.2.1 Definitions External walls should be designed to form a climatic envelope against the surrounding environment, in order to ensure the desired indoor climate. Façade materials and systems, as well as the correct design of construction details, is therefore of crucial impor- tance as far as the functionality and lifetime of buildings are concerned. Driving rain represents the greatest challenges concerning the design and construction of outer wall structures. Façades or outer walls are also exposed to moisture impact from the indoor environment. External wall structures can be divided into systems with one stage tightening (massive façades/outer walls) and systems with a two stage tightening (ventilated façades/outer walls). The design requirements depend on many factors, but the local climatic conditions at the building site are of crucial importance. 5.1.2.2 One stage tightening Field and laboratory tests have been carried out to analyse whether the current design and construction practice for rendered masonry façades (one stage tightening) in Norway provides sufficient protection against moisture-related problems. The impacts of structure and composition of rendering layers have been studied through laboratory tests (rain tests in field testing) (Kvande & Waldum 2002a, b). This experimental programme emphasised the importance of the type of binder to obtain an optimal water tightness of a rendering system. A cement-rich mortar should always be used as spatter dash to resist water penetrating the wall. A two-coat render is not sufficient to withstand heavy driving rain, and so a three-coat system has to be used. The final coat in a three-coat render may be a suitable inorganic coat like silicate paint. The results are of special interest for massive masonry walls, and for masonry walls without sufficient ventilation. 5.1.2.3 Two stage tightening The principle of façade systems with separate wind and rain barriers was thoroughly studied in Norway in the 1960’s. The principle was introduced in order to achieve better weatherproofing of façades and façade elements. A two stage waterproof façade has the principle design of an outer rain protection layer, a ventilated and drained space and an airtight layer. The outer rain protection layer, i.e. the cladding, could be different kinds of wood panelling, metal sheeting or board claddings. The rain protective properties are dependent on the type of material, the number of joints and the performance of the joints. Detailed experimental studies were conducted in Norway in the mid 1960’s (Birkeland 1963, Isaksen 1966), and the results are still applicable. More precipitation in the form of rain (or all forms of water originating from the atmosphere) will to a greater extent challenge the performance of ventilated claddings. The surrounding drying conditions
will most likely be worse, even with small increases in temperature. Wood is the most common cladding material for dwellings and smaller buildings in Norway. The performance of a wooden cladding depends largely on the quality of the wood material, the surface coating and the construction details. The recommendations for use of wood as cladding material has been unchanged for many years, though there are arguments claiming that an air space between the cladding and the wind barrier might not always be necessary. Gypsum boards are often used as airtight sheathing in buildings. A vapour permeable and water repellent membrane (breather membrane) are often recommended for buildings being erected in coastal areas, in addition to the gypsum board. Further studies on the mechanisms of ventilation and drainage of different outer wall constructions in different climate zones will be carried out, in order to better understand the necessity of water vapour resistance of wind barriers. The studies will be based on Geving & Uvsløkk 2000. Increasing amounts of precipitation and severe driving rain conditions will put the current construction practice for brick veneered walls to test. Laboratory tests carried out by Kvande (1994) demonstrates the capability of such walls to withstand extreme driving rain conditions as long as the performance matches the current requirements. Efficient ventilation behind the outer leaf has to be ensured in brick veneer wall constructions to resist driving rain, and to avoid moisture damage. There will always be possibilities for rainfall to penetrate the outer leaf. Hence, a drainage system is also necessary to ensure that water penetrating the outer leaf is effectively drained. 6 THE WAY FORWARD 6.1 The Climate 2000-programme The prospect of an even harsher climate in parts of the country means that we must pay more attention to the design, construction and geographical localisation of the built environment, and be more aware of the climatic impact buildings will have to endure. Hence, there is a clear need to further develop our knowledge, methods, tools and solutions in principal concerning the planning and design of buildings in severe climates, to ensure a reliable building stock in the future. This forms the background for the initiation of the Norwegian Research & Development Programme “Climate 2000 – Building constructions in a more severe climate” (Lisø et al. 2002). The programme, which consists of 14 different projects, is being managed by NBI and carried out in cooperation with a large number of key actors in the construction industry. It was initiated in August 2000, and will continue until the end of 2006. The programme’s principal objectives are to: − Survey and increase the knowledge about possible impacts of climate change on the built environment and how society can best adapt to these changes. − Develop and update methods, tools and solutions in principal for the planning and design of buildings, resulting in both increased durability and reliability in the face of external climatic impact. − Define more accurate criteria and Codes of Practice concerning building performance in severe climates. Both the functionality of the existing built environment and the design of future buildings are likely to be altered due to possible impacts of climate change, and expected implications imposed by these new conditions will be investigated. 6.2 Review of the Norwegian building stock and building practice A thorough review of the Norwegian building stock and building practice will be carried out within the Climate 2000-programme, to evaluate how different types of buildings and structures are vulnerable to possible impacts of climate change. The “robustness” of the Norwegian building stock will be assessed through analysis of statistical data, along with NBI’s experience related to building damage. Statistical data for building types, year of construction, material use, building and construction design and geographical localisation are available. Historical trends in the design and construction of buildings and built environments will also be studied. Historical weather data and statistical data from insurance companies (natural damage) will serve as a basis for the analysis. Information on all these elements needs to be elaborated systematically. Geographic Information Systems (GIS) tools will be implemented for the assessment, mapping and presentation of climate change risk factors. Risk and vulnerability assessment methods concerning building performance in a potentially more severe climate will also be developed. This work will include development of methods for classifying different climate parameters and their impact on buildings, and the preparation of a thorough overview of the relevant climate variables that should be taken into account during the planning, design, construction, management, operation and maintenance of the built environment. A Climate Index Approach for selecting Design Refer-
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will most likely be worse, even with small increases<br />
in temperature.<br />
Wood is the most common cladding material for<br />
dwellings and smaller buildings in Norway. The performance<br />
of a wooden cladding depends largely on<br />
the quality of the wood material, the surface coating<br />
and the construction details. The recommendations<br />
for use of wood as cladding material has been unchanged<br />
for many years, though there are arguments<br />
claiming that an air space between the cladding and<br />
the wind barrier might not always be necessary.<br />
Gypsum boards are often used as airtight sheathing<br />
in buildings. A vapour permeable and water repellent<br />
membrane (breather membrane) are often<br />
recommended for buildings being erected in coastal<br />
areas, in addition to the gypsum board. Further studies<br />
on the mechanisms of ventilation and drainage of<br />
different outer wall constructions in different climate<br />
zones will be carried out, in order to better understand<br />
the necessity of water vapour resistance of<br />
wind barriers. The studies will be based on Geving<br />
& Uvsløkk 2000.<br />
Increasing amounts of precipitation and severe<br />
driving rain conditions will put the current construction<br />
practice for brick veneered walls to test. Laboratory<br />
tests carried out by Kvande (1994) demonstrates<br />
the capability of such walls to withstand extreme<br />
driving rain conditions as long as the performance<br />
matches the current requirements. Efficient ventilation<br />
behind the outer leaf has to be ensured in brick<br />
veneer wall constructions to resist driving rain, and<br />
to avoid moisture damage. There will always be possibilities<br />
for rainfall to penetrate the outer leaf.<br />
Hence, a drainage system is also necessary to ensure<br />
that water penetrating the outer leaf is effectively<br />
drained.<br />
6 THE WAY FORWARD<br />
6.1 The Climate 2000-programme<br />
The prospect of an even harsher climate in parts of<br />
the country means that we must pay more attention<br />
to the design, construction and geographical localisation<br />
of the built environment, and be more aware<br />
of the climatic impact buildings will have to endure.<br />
Hence, there is a clear need to further develop our<br />
knowledge, methods, tools and solutions in principal<br />
concerning the planning and design of buildings in<br />
severe climates, to ensure a reliable building stock in<br />
the future.<br />
This forms the background for the initiation of<br />
the Norwegian Research & Development Programme<br />
“Climate 2000 – Building constructions in a<br />
more severe climate” (<strong>Lisø</strong> et al. 2002). The programme,<br />
which consists of 14 different projects, is<br />
being managed by NBI and carried out in cooperation<br />
with a large number of key actors in the<br />
construction industry. It was initiated in August<br />
2000, and will continue until the end of 2006.<br />
The programme’s principal objectives are to:<br />
− Survey and increase the knowledge about possible<br />
impacts of climate change on the built environment<br />
and how society can best adapt to these<br />
changes.<br />
− Develop and update methods, tools and solutions<br />
in principal for the planning and design of buildings,<br />
resulting in both increased durability and reliability<br />
in the face of external climatic impact.<br />
− Define more accurate criteria and Codes of Practice<br />
concerning building performance in severe<br />
climates.<br />
Both the functionality of the existing built environment<br />
and the design of future buildings are likely<br />
to be altered due to possible impacts of climate<br />
change, and expected implications imposed by these<br />
new conditions will be investigated.<br />
6.2 Review of the Norwegian building stock and<br />
building practice<br />
A thorough review of the Norwegian building stock<br />
and building practice will be carried out within the<br />
Climate 2000-programme, to evaluate how different<br />
types of buildings and structures are vulnerable to<br />
possible impacts of climate change. The “robustness”<br />
of the Norwegian building stock will be assessed<br />
through analysis of statistical data, along with<br />
NBI’s experience related to building damage. Statistical<br />
data for building types, year of construction,<br />
material use, building and construction design and<br />
geographical localisation are available. Historical<br />
trends in the design and construction of buildings<br />
and built environments will also be studied. Historical<br />
weather data and statistical data from insurance<br />
companies (natural damage) will serve as a basis for<br />
the analysis.<br />
Information on all these elements needs to be<br />
elaborated systematically. Geographic Information<br />
Systems (GIS) tools will be implemented for the assessment,<br />
mapping and presentation of climate<br />
change risk factors. Risk and vulnerability assessment<br />
methods concerning building performance in a<br />
potentially more severe climate will also be developed.<br />
This work will include development of methods<br />
for classifying different climate parameters and<br />
their impact on buildings, and the preparation of a<br />
thorough overview of the relevant climate variables<br />
that should be taken into account during the planning,<br />
design, construction, management, operation<br />
and maintenance of the built environment. A Climate<br />
Index Approach for selecting Design Refer-