3.1. The Building
The building under examination is the ancient public library dating back to Fifteen Century and located in the historical center of Tivoli, a town in the district of Rome. It has a rectangular plan, with the main front along the North West-South East axis, and it is composed of three floors, each one having an area of about 190 m
2 and height of 3.5 m. The perimetral walls are made in masonry of semisolid bricks and tuff, and their thickness varies in the range 0.5 m–0.6 m; the roof is wooden made. Fixtures and frames are made of wood too, while the glazings are single glasses without any superficial treatment; no shading system or movable shield device exist. All the doorways existing in the four facades are wooden made. Further, the building cross sections are presented in
Figure 1,
Figure 2,
Figure 3 and
Figure 4.
Figure 1.
North-West front.
Figure 1.
North-West front.
Figure 2.
North-East front.
Figure 2.
North-East front.
Figure 3.
South-West front.
Figure 3.
South-West front.
Figure 4.
South-East section.
Figure 4.
South-East section.
3.2. Feasible Interventions
A list of possible energy requalification interventions on the building envelope were evaluated with the aim of selecting the best available actions, considering the obtained energy saving, as well as their impact on the historical building and on the surrounding landscape:
- (1)
wall isolation through outside coating;
- (2)
wall isolation through inside coating;
- (3)
wall isolation through interspaces with insulating material;
- (4)
double screen facade;
- (5)
insulating plaster;
- (6)
change of roof color;
- (7)
fixture substitution;
- (8)
installation of shading devices;
- (9)
application of solar films;
- (10)
thermal bridge reduction;
- (11)
green-roof or water-roof;
- (12)
roof insulation from inside.
The first four interventions probably are the most convenient in terms of energy savings, but they were not taken into account as they would have altered the internal and/or external layouts, that are considered not modifiable for their historical value. The actions involving the roof were not realizable, as they would have changed the exterior image of the building that, being in the historical center, has to be preserved; for the same reason the installation of shading devices is not permitted. Insulating the underside of the roof increases the volume of the thermal envelope of the building, thus making this treatment inherently less energy efficient.
Among the shading devices there are special glasses as absorbing, reflective, photochromic, thermochromic, electrochromic or LCD glasses. These kinds of glasses was discarded during the interventions choice for the following reasons:
- (1)
Absorbing glasses can cause glare discomfort phenomena, non-uniformity in the light distribution, reduced availability of daylight and an altered view to the outside from a chromatic point of view;
- (2)
Reflective glasses cause glare discomfort in the outdoor environment around the building, altered daylight color characteristics and non-uniformity in the light distribution;
- (3)
Photochromic, thermochromic, electrochromic, or LCD glasses are very expensive and not easy to find on the market. In addition, they cause non-uniformity in the light distribution, sudden lighting variations (thermochromic and LCD glasses), altered daylight color characteristics (photochromic and thermochromic glasess) and they also impede the view to the outside.
The only feasible interventions are the application of insulating plaster, the substitution of fixtures, the installation of solar films and the reduction of thermal bridges, as they can be respective of the cultural heritage existing in the building.
3.2.1. Plaster Substitution
The application of insulating plaster is an action of energy requalification that is easy to realize, that do not alter the external wall of the building, being already plastered. The easiness of realization is due to the fact that the insulating plaster has the same aspect of the traditional one and its application does not require skilled manpower.
The plaster existing on the external walls was a traditional type with the function of protective coating of the masonry; its characteristic parameters were, according to [
29], a density of 1800 kg/m
3 and a thermal conductivity of 0.9 W/mK.
The insulating plaster selected for the requalification has elevated hygroscopic and transpiring characteristics, high performance of thermal-acoustic insulation, and absence of resins, solvents, radio emissive aggregates; the components were hydraulic lime, botticino, kaolin, calcic casein, Vichy salt, calcium carbonate, tartaric acid, ammonium salts, expanded pearlite, cork flour, and natural fibers. Its technical applicative characters, derived from market investigations, were average density of 540 kg/m3, thermal conductivity of 0.056 W/mK, and a fire classification of 0.
These characteristics were evaluated for the building under examination: the thermal conductivity was more than 90% lower respect to the value of the original plaster; moreover, being a fireproof material, it would protect the building facade in case of fire.
To obtain significant energy savings, a thickness of 4 cm of the selected insulating plaster was applied.
3.2.2. Substitution of Fixtures
The original fixtures mounted on the building were wooden frame with a single layer glass without superficial treatments; as the trasmittance values of these elements were unknown, the values suggested in the norm UNI TS 11300-Part1 [
29] were used for calculation.
The intervention considered the substitution of the frames and the application of low emission insulating glasses. Several possible typologies of frames exist, each with specific characteristics: the PVC frames and the aluminum frame have high resistance to atmospheric agents, while the wooden frame has the best thermal qualities. Even though the choice of a mixed frame, PVC and wood or aluminum and wood, would have synthesize the above mentioned characteristics, the wooden frames were selected with the aim of respecting the history and the original structure of the building [
30,
31].
A double glass containing air and provided of a low emissive third face was utilized; the 4-18-4 window system, allowed to obtain a transmittance of 1.4 W/m2K, compared to 5 and 5.7 W/m2K of the original fixtures.
3.2.3. Application of Solar Films
The application of solar films had the aim of reducing the solar radiation entering inside the building, as it is placed in a high sunny location; with this intervention summer cooling loads for air-conditioning were reduced.
The chosen solar film is the SB341EXSR produced by Serisolar. This company declares that this solar film transforms the outer glass of 4 mm thickness in a safety glass as requested by the Law 81-08, with certification normed by UNI EN 12600 in B3 class.
The changed parameters in the energy analysis are shown in
Table 1.
Table 1.
Thermal and lighting characteristics of the glass before and after the intervention.
Table 1.
Thermal and lighting characteristics of the glass before and after the intervention.
| Before | After |
---|
Transmittance [W/m2K] | 5.7 | 1.4 |
Emissivity | 0.837 | 0.1 |
Solar heat gain coefficient | 0.765 | 0.22 |
Shading coefficient | 1 | 0.25 |
The operation of the solar film is shown in
Figure 5.
Figure 5.
Solar film scheme.
Figure 5.
Solar film scheme.
The use of special glasses (absorbing, reflective, photochromic, electrochromic, thermochromic, LCD) were other options for shielding the solar radiation, solutions that were rejected as they can cause glare, non-uniformity of light distribution, reduced natural light and external view; moreover, many of them have a high cost.
The reduction in daylight contribution does not influence a library much, where the artificial lighting is turned on during all the day. For this reason this problem was not investigated in detail.
The application of solar films was selected and it was considered in combination with the intervention of fixtures substitution: to install the solar films on the original glass was not energy convenient.
3.2.4. Reduction of Thermal Bridge
The intervention for the reduction of the thermal bridges derived from a thermographic study of the examined building; this method is a non-destructive technique (NDT) used for a number of scientific and technical analyses [
32,
33,
34,
35] and here it was used for visualizing and evaluating the distribution of temperatures on the external surface of the building envelope.
The thermographic camera is a tool able to measure the infrared radiation density and convert this value in an electronic signal. This signal is elaborated in real time and return as result an image on the screen of the camera.
The acquisition data procedure is regulated by standard UNI EN 13187 [
36]: according to its measures performed during the evening in the 20 of December, without solar radiation, rain, wind and fog, all factors that could have altered the data; the measurements were made by means a Flyr thermalcam (model FLIR T450sc).
Figure 6 shows a thermographic image of the building.
Figure 6.
Thermographic analysis.
Figure 6.
Thermographic analysis.
The building thermographic analysis allows us to identify two areas where the thermal dispersion is high: window fixtures and the connection between roof and walls. An analysis of the fixtures was already presented in
Section 3.2.2. The connection between roof and walls shows a thermal discontinuity along the roof perimeter. This problem can be solved applying an insulating layer from the inside or completely renovating the covering.