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Educational Linkage Approach In Cultural Heritage



Educational Toolkit
 Exercises

 Basic Course
       Cours
 Module          2        Knowing the built heritage
                          The use of infrared thermography to assess compatibility of building
 Exercise        2 .C     materials: The cases of Hagia Sophia and the Venetian Fortifications of
                          Herakleon

Prof. Antonia Moropoulou - NTUA – National Technical University of Athens
Educational Linkage Approach In Cultural Heritage

            Copyright
            ©ELAICH Beneficiaries 2009-2012
            This material is an integral part of the “ELAICH – educational toolkit” and developed as part of the project
            ELAICH – Educational Linkage Approach in Cultural Heritage within the framework of EuroMed Cultural Heritage
            4 Programme under grant agreement ENPI 150583. All rights reserved to the ELAICH Beneficiaries.

            This material, in its entirety only, may be used in "fair use" only as part of the ELAICH – educational toolkit for the
            educational purposes by non-profit educational establishments or in self-education, by any means at all times
            and on any downloads, copies and or, adaptations, clearly indicating “©ELAICH Beneficiaries 2009-2011” and
            making reference to these terms.

            Use of the material amounting to a distortion or mutilation of the material or is otherwise prejudicial to the honor
            or reputation of ELAICH Beneficiaries 2009-2011 is forbidden.

            Use of parts of the material is strictly forbidden. No part of this material may be: (1) used other than intended (2)
            copied, reproduced or distributed in any physical or electronic form (3) reproduced in any publication of any kind
            (4) used as part of any other teaching material in any framework; unless prior written permission of the ELAICH
            Beneficiaries has been obtained.

            Disclaimer
            This document has been produced with the financial assistance of the European Union. The contents of this
            document are the sole responsibility of the ELAICH Consortium and can under no circumstances be regarded
            as reflecting the position of the European Union.




Prof. Antonia Moropoulou - NTUA – National Technical University of Athens
The porous structure of
materials and the study of their
  compatibility in relation to
    water and soluble salts
     transport phenomena



  Prof. Antonia Moropoulou         3
THE USE
OF INFRARED THERMOGRAPHY (IRT) TO
ASSESS COMPATIBILITY OF BUILDING
            MATERIALS




  Prof. Antonia Moropoulou          4
COMPATIBLE REPAIR MORTARS FOR THE
    EARTHQUAKE PROTECTION OF
                   HAGIA SOPHIA




   Prof. Antonia Moropoulou         5
RERAIR MORTARS SYNTHESES

                   Ι. AERIAL LIME MORTAR
                BINDING MATERIAL: LIME PUTTY

                ΙΙ. HYDRAULIC MORTARS
               HYDRAULIC LIME MORTARS
           MORTARS WITH POZZOLANIC MORTARS



a) Lime Putty (25%) – Ceramic Fragments (37.5%) - Sand (37.5%)
b) Lime Putty (20%) – Ceramic Powder (10%) Sand (31,5%) – Ceramic
Fragments (38,5%)
c) Hydraulic Lime (25%) – Ceramic Fragments (37.5%) - Sand (37.5%)

Moropoulou, A., Bakolas, A., Moundoulas, P., Aggelakopoulou, E., Anagnostopoulou, S., 2001

     Prof. Antonia Moropoulou                                                                6
WATER ABSORPTION TESTS COMBINED WITH INFRA RED
                THERMOGRAPHY MONITORING
                                       W a te r A b s o r p tio n o f P o r o u s S to n e & M o r ta r s

                        25

                                           ST1
                        20
Imbibed Water, wgt. %




                                                               HLS1
                        15
                                                               LS1

                        10
                                                                                                                  CS1

                         5


                         0
                             0        20               40                60                 80              100         120
                                                                (T im e , s e c ) 1 /2




                        STONE (ST1)              HYDRAULIC MORTAR (HLS1)                       LIME MORTAR (LS1)              CEMENT MORTAR (CS1)

                                 Prof. Antonia Moropoulou                                                                                           7
S im u la tin g P ro to ty p e s - E v a p o r a tio n
                                                 R H = 60% and T = 25C & 40C                                         40C
                                                                                                                     25C
                  0 .2 5
                                                                SP3
                   0 .2
                                                                                                          SP2
Weight Loss (%)




                  0 .1 5



                   0 .1
                                                                                                                                 STONE – LIME MORTAR –
                               SP1
                                                                                                                                  STONE SYSTEM (SP1)
                  0 .0 5



                      0
                           0         10           20                       30                        40         50         60
                                                                  (T im e , s e c ) 1 /2


Moropoulou, Moundoulas, Avdelidis, Bakolas 2003




                                                                                                                                STONE – HYDRAULIC MORTAR
 The systems with lime and hydraulic mortars present compatibility
                                                                                                                                   – STONE SYSTEM (SP2)
 with the reference stone during evaporation, while the system with
cement mortar present incompatible behavior and different levels of
 humidity concentration during evaporation (monitoring with infra
                                             red thermography)




                                                                                                                                STONE – CEMENT MORTAR –
                                                                                                                                   STONE SYSTEM (SP3)
                                     Prof. Antonia Moropoulou                                                                                            8
VENETIAN FORTIFICATIONS
                OF HERAKLION


Prof. Antonia Moropoulou       9
Venetian Fortifications of Heraklion
Presentation of the sampling points




                                        1: ΟΑΝΑΚ
                                        2: Stadium
                                        3: Basket
                                        4: St. Andrews



                                       Moropoulou, Koui, Avdelidis
                                       et. alls. 1999
                                       Galati, Koui, Moropoulou,
                                       Delegou, 2000
                                       Moropoulou, Delegou 2003

          Prof. Antonia Moropoulou                                 10
Venetian Fortifications of Heraklion
                              GIS presentation
                                 of sampling
                                    points
                               with respective
                              IR thermographs




                            Moropoulou, Koui,
                            Avdelidis et. alls. 1999
                            Galati, Koui, Moropoulou,
                                    ,
                            Delegou 2000
                            Moropoulou, Delegou
                            2003




Prof. Antonia Moropoulou                                11
• The cementitious repair mortars are
  attributed with “hot” colors (higher T)

• The building stones are attributed with “cold”
  colors (lower T)

  The difference in temperature distribution
    between the masonry materials indicates
      different humidity distribution and
   incompatibility of the cementitious repair
  mortars with the historic building materials

     Prof. Antonia Moropoulou                      12

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Elaich module 2 exercise 2.8.c - The use of infrared thermography to assess compatibility of building materials

  • 1. Educational Linkage Approach In Cultural Heritage Educational Toolkit Exercises Basic Course Cours Module 2 Knowing the built heritage The use of infrared thermography to assess compatibility of building Exercise 2 .C materials: The cases of Hagia Sophia and the Venetian Fortifications of Herakleon Prof. Antonia Moropoulou - NTUA – National Technical University of Athens
  • 2. Educational Linkage Approach In Cultural Heritage Copyright ©ELAICH Beneficiaries 2009-2012 This material is an integral part of the “ELAICH – educational toolkit” and developed as part of the project ELAICH – Educational Linkage Approach in Cultural Heritage within the framework of EuroMed Cultural Heritage 4 Programme under grant agreement ENPI 150583. All rights reserved to the ELAICH Beneficiaries. This material, in its entirety only, may be used in "fair use" only as part of the ELAICH – educational toolkit for the educational purposes by non-profit educational establishments or in self-education, by any means at all times and on any downloads, copies and or, adaptations, clearly indicating “©ELAICH Beneficiaries 2009-2011” and making reference to these terms. Use of the material amounting to a distortion or mutilation of the material or is otherwise prejudicial to the honor or reputation of ELAICH Beneficiaries 2009-2011 is forbidden. Use of parts of the material is strictly forbidden. No part of this material may be: (1) used other than intended (2) copied, reproduced or distributed in any physical or electronic form (3) reproduced in any publication of any kind (4) used as part of any other teaching material in any framework; unless prior written permission of the ELAICH Beneficiaries has been obtained. Disclaimer This document has been produced with the financial assistance of the European Union. The contents of this document are the sole responsibility of the ELAICH Consortium and can under no circumstances be regarded as reflecting the position of the European Union. Prof. Antonia Moropoulou - NTUA – National Technical University of Athens
  • 3. The porous structure of materials and the study of their compatibility in relation to water and soluble salts transport phenomena Prof. Antonia Moropoulou 3
  • 4. THE USE OF INFRARED THERMOGRAPHY (IRT) TO ASSESS COMPATIBILITY OF BUILDING MATERIALS Prof. Antonia Moropoulou 4
  • 5. COMPATIBLE REPAIR MORTARS FOR THE EARTHQUAKE PROTECTION OF HAGIA SOPHIA Prof. Antonia Moropoulou 5
  • 6. RERAIR MORTARS SYNTHESES Ι. AERIAL LIME MORTAR BINDING MATERIAL: LIME PUTTY ΙΙ. HYDRAULIC MORTARS HYDRAULIC LIME MORTARS MORTARS WITH POZZOLANIC MORTARS a) Lime Putty (25%) – Ceramic Fragments (37.5%) - Sand (37.5%) b) Lime Putty (20%) – Ceramic Powder (10%) Sand (31,5%) – Ceramic Fragments (38,5%) c) Hydraulic Lime (25%) – Ceramic Fragments (37.5%) - Sand (37.5%) Moropoulou, A., Bakolas, A., Moundoulas, P., Aggelakopoulou, E., Anagnostopoulou, S., 2001 Prof. Antonia Moropoulou 6
  • 7. WATER ABSORPTION TESTS COMBINED WITH INFRA RED THERMOGRAPHY MONITORING W a te r A b s o r p tio n o f P o r o u s S to n e & M o r ta r s 25 ST1 20 Imbibed Water, wgt. % HLS1 15 LS1 10 CS1 5 0 0 20 40 60 80 100 120 (T im e , s e c ) 1 /2 STONE (ST1) HYDRAULIC MORTAR (HLS1) LIME MORTAR (LS1) CEMENT MORTAR (CS1) Prof. Antonia Moropoulou 7
  • 8. S im u la tin g P ro to ty p e s - E v a p o r a tio n R H = 60% and T = 25C & 40C 40C 25C 0 .2 5 SP3 0 .2 SP2 Weight Loss (%) 0 .1 5 0 .1 STONE – LIME MORTAR – SP1 STONE SYSTEM (SP1) 0 .0 5 0 0 10 20 30 40 50 60 (T im e , s e c ) 1 /2 Moropoulou, Moundoulas, Avdelidis, Bakolas 2003 STONE – HYDRAULIC MORTAR The systems with lime and hydraulic mortars present compatibility – STONE SYSTEM (SP2) with the reference stone during evaporation, while the system with cement mortar present incompatible behavior and different levels of humidity concentration during evaporation (monitoring with infra red thermography) STONE – CEMENT MORTAR – STONE SYSTEM (SP3) Prof. Antonia Moropoulou 8
  • 9. VENETIAN FORTIFICATIONS OF HERAKLION Prof. Antonia Moropoulou 9
  • 10. Venetian Fortifications of Heraklion Presentation of the sampling points 1: ΟΑΝΑΚ 2: Stadium 3: Basket 4: St. Andrews Moropoulou, Koui, Avdelidis et. alls. 1999 Galati, Koui, Moropoulou, Delegou, 2000 Moropoulou, Delegou 2003 Prof. Antonia Moropoulou 10
  • 11. Venetian Fortifications of Heraklion GIS presentation of sampling points with respective IR thermographs Moropoulou, Koui, Avdelidis et. alls. 1999 Galati, Koui, Moropoulou, , Delegou 2000 Moropoulou, Delegou 2003 Prof. Antonia Moropoulou 11
  • 12. • The cementitious repair mortars are attributed with “hot” colors (higher T) • The building stones are attributed with “cold” colors (lower T) The difference in temperature distribution between the masonry materials indicates different humidity distribution and incompatibility of the cementitious repair mortars with the historic building materials Prof. Antonia Moropoulou 12