RMIT is a section within the department of Architectural Engineering + Technology of the Faculty of Architecture and Built Environment of Delft University of Technology. RMIT aims at multidisciplinairy research, product development and knowledge transfer in the fields of Modification, Intervention and Transformation. RMIT aims to support innovation in education and research by improving the links between academia and the profession. RMIT TU Delft - Faculty of Architecture Department AE + T, section RMIT Postbus 5043 2600 GA Delft Secretary: +31 (0)15-2781116 [email protected] rmit.tudelft.nl Research staff: G. (Giovanni) Borsoi, MSc S.J.C. (Sanne) Grannemann, MSc prof.ir. R.P.J. (Rob) van Hees ing. A.J. (Bert) van Bommel prof.dr. M.C. (Marieke) Kuipers dr. B. (Barbara) Lubelli prof.dr.ir P. (Paul) Meurs dott. S. (Silvia) Naldini dr. I. (Ivan) Nevzgodin dr.ir. W.J. (Wido) Quist ir. J. (Job) Roos dr.dipl.ing. S. (Sara) Stroux dr. M-T. (Marie-Therèse) van Thoor dr.ir. H. (Hielkje) Zijlstra Department AE + T Section RMIT Publications 2013 Introduction After receiving numerous positive reactions on the book of abstracts over 2012, published by the chair of Building Conservation, we decided to compile for the year 2013 an overview of publications by the complete RMIT-section of the Faculty of Architecture and Built Environment at TU Delft. RMIT stands for Research & Education in Modification, Intervention and Transformation of the built environment. Modification concerns the level of the use of materials and technology, Intervention the level of re-use and redesign of a building, and Transformation the development of the urban structure. This booklet gives a concise overview of publications, congress papers and (peer reviewed) articles in the broad field of Built Cultural Heritage and Building Conservation issued in the past year. Apart from this, also some unpublished presentations, interviews and academic activities of the staff members are mentioned. This booklet shows the broadness of our field and of the way we apply our expertise to support the preservation and conservation of the built heritage. The relation with internal academic partners such as the History section and the department of Architectural Engineering + Technology and with external institutional partners - like the Cultural Heritage Agency, the Government Building Agency and TNO - as well as other universities and academic networks is evident from both the subjects of the publications and the co-authorships. February 2014, Prof.ir. Rob van Hees, Chair of Building Conservation Prof.dr.ir. Paul Meurs, Chair of Restoration Prof.dr. Marieke Kuipers, Chair of Cultural Heritage 1 2 Contents Introduction Contents Petrographic Characterization of Renders form the Lucchesian Villas Laura Bolondi, Timo Nijland & Rob van Hees 1 3 7 Looking back on a successful project Bert van Bommel 8 Climate impact and innovative materials for the preservation of Built Heritage A. Bonazza, I. Natali, F. Becherini, S. Bianchini, E. Bourguignon, U. Brinkmann, M. Favaro, A. Gambirasi, M. Labouré, B. Lubelli, I. Olteanu, M. Pancani, M.D. Romero, R. van Hees, A. Bernardi 10 Effect of nanostructured lime-based and silica-based products on the consolidation of historical renders G. Borsoi, R. Veiga & A. Santos Silva 12 Chromatic reintegration of historical mortars with lime-based pozzolanic consolidant products G. Borsoi, P. Pascoal, J.P. Pinto, R. Veiga, P. Faria & A. Santos Silva 13 Nanostructured lime-based and silica-based materials for the conservation of ancient renders: an open challenge Giovanni Borsoi, Rosário Veiga & António Santos Silva 14 Culturele draagkracht: een antwoord op monumenten(zorg) in transitie? Charlotte van Emstede Ir. J.J.M. Vegter (1906-1982), architect, rijksbouwmeester (1958-1971), stedenbouwkundige, oeuvre Suzanne Fischer & Marieke Kuipers 16 17 Enhancing self-healing of mortar by built-in crystallization inhibitors Sanne Granneman 18 Enhancing Self-Healing of Lime Mortars by Built-in Crystallization Inhibitors Sanne Granneman, Barbara Lubelli & Rob van Hees 19 3 Evaluation of spreading and effectiveness of injection products against rising damp in mortar/brick combinations Anke Hacquebord, Barbara Lubelli, Rob van Hees & Timo Nijland 20 Sint-Servaaskerk te Maastricht Rob van Hees 22 Preventieve conservering: Van visuele inspectie tot documentatie Rob van Hees 23 Façade Treatments of Historical Buildings Rob van Hees 24 Desalination of Historic Masonry Rob van Hees & Barbara Lubelli 25 Lefortovopark: groen erfgoed van Nicolaas Bidloo in Moskou Mariël Kok, Marieke Kuipers & Hank van Tilborg 26 Rietveld and Nieuwe Zakelijkheid in Architecture Marieke Kuipers 27 Nawoord – de atlas als schakel tussen traditie en toekomst Marieke Kuipers 28 Mijnwerkerserfgoed in Siberië Marieke Kuipers 29 Wat is culturele draagkracht? Marieke Kuipers & Wido Quist 30 Characterization and damage of brick masonry 31 Paulo B. Lourenço, Rob van Hees, Francisco Fernandes & Barbara Lubelli Salt resistant mortars: present knowledge and future perspectives Barbara Lubelli 32 Damage mechanism in Tournai limestone Barbara Lubelli & Timo Nijland 33 The mausoleum of Maarten Tromp Barbara Lubelli & Timo Nijland 35 Experimental study of the distribution of chemical products against rising damp in substrates with different water saturation degrees Barbara Lubelli, Rob van Hees & Anke Hacquebord 4 36 Cryo-FIB–SEM and MIP study of porosity and pore size distribution of bentonite and kaolin at different moisture contents 37 Barbara Lubelli, Matthijs de Winter, J.A. Post, Rob van Hees & Martyn Drury Desalination of Historic Buildings, Stone and Wall Paintings Barbara Lubelli & Rob van Hees Heritage Development, the Delft approach for conservation in a dynamic world Paul Meurs 38 39 Fifty years Zaanse Schans Paul Meurs 40 Continue with Cuypers Paul Meurs 42 Introduction - Towards a new Rijksmuseum Paul Meurs & Marie-Therèse van Thoor 43 Conclusion – From ‘Major Project’ to Small Projects Paul Meurs & Marie-Therèse van Thoor 44 Transformations of the Rijksmuseum Ivan Nevzgodin 45 «Новая веха международного фронта»: российско-нидерландские архитектурные связи 1920–1930-х годов Ivan Nevzgodin 46 Architectural authenticity in the Land of Polders Ivan Nevzgodin 47 The Dutch Group De Stijl and the Soviet Architecture Ivan Nevzgodin 48 Kernbegrippen in de restauratie Wido Quist 49 A.L.W.E. van der Veen Wido Quist & Timo Nijland 50 Replacement of Eocene white sandy limestone in historical buildings Wido Quist, Timo Nijland & Rob van Hees 51 Herbestemming industrieel erfgoed in Haagse regio Job Roos 52 5 Spaziergangswissenschaft in Berlijn Job Roos 53 Back to Cuypers Marie-Therèse van Thoor 54 Interpreting structural damage in masonry: diagnostic tool and approach Ilse de Vent, Jan Rots, Rob van Hees & Gerrie Hobbelman 55 Jeruzalem Amsterdam, restoration versus renovation Hielkje Zijlstra 56 RMIT Education at the Delft University of Technology Hielkje Zijlstra 58 Other academic activities 59 6 Petrographic Characterization of Renders form the Lucchesian Villas Laura Bolondi, Timo Nijland & Rob van Hees Around the Tuscan city of Lucca, a complex system of about 300 villa has developed between 15th and 19th centuries in a ring of territory called the Six Miles District. Nowadays, many of the buildings inside the villas enclosures are damaged and their materials – in particular renders - need to be restored. A research program was developed taking into account the complexity of the Lucchesian Villa System and economic aspects of the research: simple and clear results should be obtained avoiding expensive and long test procedures. The majority of the villas are private property, and special attention had to be reserved to landlords in order to keep them involved in the research. Four Villas from the north / northeastern part of the Six Miles District have been selected on the basis of their history, importance and available archival sources. About 80 samples of renders have been collected from ten different buildings of these villas; 19 of these have been analyzed with polarization-and-fluorescence microscopy (PFM) in order to identify materials, establish stratigraphies and mutual correlations and relationships, as part of providing a basis for selection of compatible restoration materials. Full reference L. Bolondi, T.G. Nijland and R.P.J. van Hees, Petrographic Characterization of Renders form the Lucchesian Villas, in: Proceedings of the 8th International Symposium on the Conservation of Monuments in the Mediterranean Basin, Patras, 2010, Vol II, Technical Chamber of Greece, 2013, p. 54-70. 7 Looking back on a successful project The restoration of the Royal Palace in Amsterdam Bert van Bommel After 1968, few changes were made to the Royal Palace in Amsterdam and eventually the palace was no longer functionally and technically up-to-date. Initially, the most recent restoration was only aimed at remedying that situation. Also, the project was split up and priority was given to fixing up the interior. Gradually, the actual restoration gained prominence. In 2007 it was decided to also restore the 1808 furniture. Until 2006, the government architect had hardly been involved in the restoration of the interior. This architect, Krijn van den Ende, was advised by various committees. Prior restorations (1929-1939 and 1960-1968) had restored the palace to its 17thcentury state as best as possible. The most recent restoration respected this, while at the same time it aimed at connecting the 17th- century character of the building to the unique collection of Empire furniture. This furniture was restored, as were the chandeliers and candelabras. All the ceilings on the first floor were studied and treated and the paintings between the beams were meticulously restored. A very important aspect was the restoration of the so-called 'Bataven' series in the galleries. Much of the work concerned making the building conform to contemporary standards. Once again the palace is now a suitable venue for official occasions. The inevitable addition of a lift did however cause quite a stir. Accessibility was improved and more representative rooms are now open to the public than before. The government architect was involved already in the preparatory stages of the second part of the restoration, which concerned the facades and the roofs. In executing the actual work a support committee provided advice and direction on his behalf. Although the sandstone is generally of a high quality, before 1968 a limited number of deteriorating blocks had been replaced. This time too, a number of blocks needed attention. The heavy scaffolding that needed to be installed for the restoration of the natural stone provided an opportunity to suppress the 8 'interference' that marred the facades of the palace as well. This process was prepared on the basis of research that was done at the Gunckel facade of the Binnenhof building in The Hague. Those results were supplemented by the results of research and tests at the Amsterdam palace. Suppressing the interference was deemed necessary, as the 17th-century architecture had become less legible because of discoloration and pollution of the sandstone. At the same time, the building was not supposed to lose its old character. The aim was to arrive at a more serene picture that would allow the architecture to speak for itself again. After the facades had been cleansed by removing dirt and pigeon droppings by steam, further cleaning was applied only when necessary. The stone was then, with the greatest restraint, made either slightly lighter or darker. After the presentation of the restoration plan consultations with the authorities began. Its intentions were however not always fully understood. Therefore, an ini¬tial test was done at the back of the tower, after which the facades could be treated as planned. Because of budget cuts the overall size of the project had to be limited. The slated roofs and the tower are therefore still waiting to be restored. The west tympanum too is still in poor condition and should be treated sooner rather than later. Full reference B. van Bommel, ‘Terugblik op een geslaagd project. De restauratie van het Koninklijk Paleis Amsterdam’, in: M-T. van Thoor et al. (red.), Bulletin KNOB 112 (2), 2013, p 68-79. 9 Climate impact and innovative materials for the preservation of Built Heritage The EC NANOMATCH project A. Bonazza, I. Natali, F. Becherini, S. Bianchini, E. Bourguignon, U. Brinkmann, M. Favaro, A. Gambirasi, M. Labouré, B. Lubelli, I. Olteanu, M. Pancani, M.D. Romero, R. van Hees, A. Bernardi The impact of climate change onto historical built heritage and the development of new methods for the preventive conservation are topics nowadays felt as priority by the scientific community involved in cultural heritage preservation. However, damage processes due to the interaction environment-materials are irreversible and often inevitable for outdoor built heritage. Research has therefore begun to focus on the development of new materials specifically devoted to restoration procedures, such as consolidating and protective treatments, following the criteria of compatibility and durability. The ongoing European Project NANOMATCH has as one of the main objectives the development of an innovative nanostructured material for the consolidation of carbonate stones. An alkaline earth alkoxide as precursor of calcium carbonate has been synthesized with the aim to overcome those limits that traditional consolidating agents exhibit. As part of the research work, field exposure tests are planned for the evaluation of the performance of the innovative consolidating agent in terms of efficacy, compatibility and durability. The impact of environmental parameters purposely identified and prioritized in relation to climate change are taken into account for an exhaustive evaluation. Quarried carbonate stone samples as well as historical substrates, treated both with the innovative nanomaterial and with a commercial consolidation product, are going to be exposed outdoors to the environmental impact in four different sites: Santa Croce Basilica in Florence (Italy), Cologne Cathedral (Germany), Oviedo Cathedral (Spain) and Stavropoleos Monastery in Bucharest (Romania). In particular, Carrara Marble, Savonniéres limestone, Laspradolostone and Albeşti limestone have been selected as representative lithotypes of each site. Comparisons between treatments with commercial and innovative products before/after exposure will be carried out in order to evaluate their consolidating effects on deteriorated substrates. The methodological approach and the preliminary results of the ongoing work 10 concerning the evaluation of both the main damage processes affecting real substrates and the consolidating action achieved by the treatments are here presented and discussed. Full reference A. Bonazza, I. Natali, F. Becherini, S. Bianchini, E. Bourguignon, U. Brinkmann, M. Favaro, A. Gambirasi, M. Labouré, B. Lubelli, I. Olteanu, M. Pancani, M.D. Romero, R. van Hees, A. Bernardi, ‘Climate impact and innovative materials for the preservation of Built Heritage: the EC NANOMATCH project’, in: Proceedings of the conference Built Heritage 2013. Monitoring, Conservation, Management, Milan, Italy, 18-20 November 2013. 11 Effect of nanostructured limebased and silica-based products on the consolidation of historical renders G. Borsoi, R. Veiga & A. Santos Silva An important operation for the conservation of historical renders is the cohesion restitution of the binder-aggregate system, based on the use of materials with consolidating properties. Inorganic consolidants are usually preferred to organic ones due to better compatibility and durability. The aim of this work is the experimental characterization of two nanostructured consolidant products; a commercial nanolime, optimized with the addition of a reduced concentration of ethyl silicate, and a commercial nanosilica product underwent experiments to verify their consolidation efficiency. Nanostructured lime-based and silica-based products present interesting properties such as homogeneous distribution and high stability. Nanolimes were applied in combined applications with ethyl silicate, a well-known compatible product for consolidation intervention. The combined application guarantees some benefits and improves the mechanical and microstructural performance of these products. A nanosilica product was tested to better understand some known disadvantages (e.g. reduced penetration depth) and so its performances. Consolidant products were applied on weak lime mortar samples (prismatic samples and single mortar layer applied on bricks); these mortars were optimized by studying different binder-aggregate ratios, to simulate old lime mortar with cohesion loss. Consolidation effects were periodically evaluated to understand the treatments efficacy. Physical-mechanical characterization was performed on treated mortar samples, analysing superficial hardness and compressive and flexural strength. Microstructural observations and X-ray microanalyses of the consolidation products and of the consolidated mortar samples are also reported. Full reference G. Borsoi, R. Veiga and A. Santos Silva, ‘Effect of nanostructured lime-based and silica-based products on the consolidation of historical renders’, in: 3rd Historic Mortars Conference, 11-14 September 2013, Glasgow, Scotland. 12 Chromatic reintegration of historical mortars with lime-based pozzolanic consolidant products G. Borsoi, P. Pascoal, J.P. Pinto, R. Veiga, P. Faria & A. Santos Silva The consolidation process of old renders with cohesion loss is nowadays performed usually with inorganic compatible products, such as calcium or barium hydroxide or ethyl silicate. The use of organic consolidants as acrylic or vinilic resins is discouraged due to its physico-chemical incompatibility with the original lime-based renders; these organic products work as adhesive in the original substrate, while inorganic consolidants contribute to recover the cohesion loss improving the binder amount and guarantying better durability and full compatibility. Restoration interventions on historic mortars often cause aesthetic heterogeneity and prejudices, sometimes dramatically, the global legibility of the architectonic surface. The aesthetic function can be restored by chromatic reintegration, through several techniques, for instance with resource to overpaints, based on calcium hydroxide, pigments and/or silicates.In this study several lime-based consolidants were produced and characterized. Pigments were added to the products, in order to achieve chromatic reintegration properties as well as consolidation. The consolidant products consist in aqueous dispersion of calcium hydroxide, a pozzolanic additive (metakaolin or diatomite) and mineral pigments, namely a yellow earth pigment and a synthetic red pigment. The incorporation of a pozzolanic material was made to improve the mechanical strength and durability of the binder. The consolidant products were applied on mortar specimen with a simulated cohesion loss, through a reduced binder quantity and an optimization of the aggregate grain size. Specimens were subjected to different storage conditions (50 and 95% RH), to verify the influence of curing conditions. Physico-mechanical and microstructural characterization was performed on the treated mortar specimens to verify the consolidant treatment efficacy. Full reference G. Borsoi, P. Pascoal, J.P. Pinto, R. Veiga, P. Faria and A. Santos Silva, ‘Chromatic reintegration of historical mortars with lime-based pozzolanic consolidant products’, in: 3rd Historic Mortars Conference, 11-14 September 2013, Glasgow, Scotland. 13 Nanostructured lime-based and silica-based materials for the conservation of ancient renders: an open challenge Giovanni Borsoi, Rosário Veiga & António Santos Silva In the last decade the development of inorganic nano-consolidating materials offered the possibility of having compatible and promising products for stones and renders consolidation and protection. The high number of investigation on nanostructured lime-based and silica-based materials had however underlined several conflicting results, which illustrate both great advantages and typical consolidant drawbacks. More comparative laboratorial studies, as well as full-scale treatments on real study case, should be performed to better understand nanomaterials benefits and possible limitations. The aim of this work is the experimental characterization of two nanostructured consolidant products, which present interesting potentialities due to their high penetration depth, homogeneous distribution and high stability. A commercial nanolime was optimized with the addition of a reduced concentration of ethyl silicate, widely used in stone consolidation; the combined application could guarantee some benefits and improve the mechanical and microstructural performances of these products. A commercial nano-silica product was experimented to verify its efficacy and try to compensate some known disadvantages and so optimize its performances. Consolidant products were applied on weak lime mortar samples (prismatic samples and single mortar layer applied on bricks); these mortars were selected by studying different binder-aggregate ratios, to simulate old lime mortar with cohesion loss. The evolution of consolidation effects was accompanied and periodically evaluated. Microstructural observations and microanalyses of the consolidation products and of the consolidated mortar samples were achieved. Physical-mechanical characterization was performed on mortar samples after and before the 14 consolidant treatments, analysing superficial hardness and compression and flexural strength, thus the treatments efficacy. The development of nanoparticle materials offers new tools in conservation science and constitutes one of the most advanced systems for consolidation of renders and plasters, presenting wide margins of optimization. Full reference G. Borsoi, R. Veiga and A.Santos Silva, ‘Nanostructured lime-based and silica-based materials for the conservation of ancient renders: an open challenge’, in: 1st INTERNATIONAL CONFERENCE ON INNOVATION IN ART RESEARCH AND TECHNOLOGY, HERCULES LABORATORY - UNIVERSITY OF EVORA, 10th-13th OF JULY 2013. 15 Culturele draagkracht: een antwoord op monumenten(zorg) in transitie? Charlotte van Emstede In dit essay wordt het idee van ‘culturele draagkracht’ vergeleken met carrying capacity, een concept dat is ontleend aan de ecologie en in aangepaste vorm wordt gebruikt in het eco-, erfgoed- en cultuurtoerisme. Uitgaande van de recente veranderingen in de monumentenzorg wordt ingegaan op de verschillende dimensies van historische gebouwen en de dynamiek van het instandhoudingsproces. Op basis daarvan worden enkele gevolgtrekkingen gemaakt voor ‘culturele draagkracht’ als kader voor de instandhouding van monumenten. Full reference C.I.C. van Emstede, ‘Culturele draagkracht: een antwoord op monumenten(zorg) in transitie?’, in: M.C. Kuipers & W.J. Quist (red.), Culturele draagkracht. Op zoek naar de tolerantie voor vervandering bij gebouwd erfgoed, Delft 2013, p. 11-16. 16 Ir. J.J.M. Vegter (1906-1982), architect, rijksbouwmeester (1958-1971), stedenbouwkundige, oeuvre Suzanne Fischer & Marieke Kuipers Van ir. J.J.M. Vegter zijn vijf werken aangewezen als topmonument van de wederopbouwperiode, waaronder het provinciehuis in Arnhem. Andere bekende werken zijn de Coöperatieve meelfabriek te Rotterdam, het al gesloopte stadhuis in Groningen en de twee watertorens in Dokkum en Drachten. Tot nu toe ontbreekt echter een goed overzicht van het veelzijdig werk van deze architect, die in 1958 de eerste Rijksbouwmeester ‘nieuwe stijl’ werd. Vanuit zijn bureau in Leeuwarden werkte Vegter vanaf 1935 voor coöperaties en bankbedrijven, voor overheid en particulieren. Hij hield zich bezig met technische èn stedenbouwkundige opgaven en met vele gebouwtypen. Ook heeft hij diverse restauraties uitgevoerd. Deze breedte is juist typerend voor Vegters bouwmeesterschap. Uit zijn gebouwen spreekt een duidelijke ontwikkeling van traditionalisme naar moderniteit, al was die minder radicaal dan bij sommige van zijn tijdgenoten. Zijn oeuvre verdient beslist een diepgravende studie. Die laat nog op zich wachten. Dit boekje bevat bij wijze van eerste kennismaking een representatieve selectie van zijn werken, met een inleiding, een biografische schets en een interview met Chris Vegter over zijn vader als Rijksbouwmeester en een oeuvrelijst. De nadruk ligt op het beeld, vooral het contemporaine, om zo op compacte wijze de architectonische kwaliteit van Vegters bouwmeesterschap te kunnen tonen. Full reference S. Fischer en M.C. Kuipers. Ir. J.J.M. Vegter (1906-1982), architect, rijksbouwmeester (1958-1971), stedenbouwkundige, oeuvre. Leeuwarden (60 pp.). 17 Enhancing self-healing of mortar by built-in crystallization inhibitors Sanne Granneman Full reference S.J.C. Granneman, Enhancing self-healing of mortar by built-in crystallization inhibitors. Poster and oral presentation at the Dutch-German Symposium on SelfHealing Materials, September 30 & October 1 2013, Gouda. 18 Enhancing Self-Healing of Lime Mortars by Built-in Crystallization Inhibitors Sanne Granneman, Barbara Lubelli & Rob van Hees The weathering of porous materials due to the presence of salts has been known since antiquity. However, serious studies and investigations were not conducted until the 19th century. One of the fields of interest includes historic masonry, where salt damage can affect natural stone, brick and mortar (see Figure 1). Mortars are building materials, which are for example used in masonry, as the bonding material in between bricks or stones or as a plaster or render. Because of its pore size distribution (with both coarse as fi ne pores) and its relatively low mechanical strength, mortar is one of the building materials most affected by salt crystallization damage. As a consequence, replacement of plasters, renders and pointing mortars often constitutes a large part of total restoration costs. Salts present in masonry can originate, amongst others, from sea salt spray, rising damp, road salt, salt storage and the building materials itself. Full reference S.J.C. Granneman, B. Lubelli and R.P.J. van Hees, ‘Enhancing Self-Healing of Lime Mortars by Built-in Crystallization Inhibitors’, in: Newsletter Delft Centre for Materials – Inside Materials, November 2013, p. 3-4. 19 Evaluation of spreading and effectiveness of injection products against rising damp in mortar/brick combinations Anke Hacquebord, Barbara Lubelli, Rob van Hees & Timo Nijland Rising damp is one of the most recurrent and well-known hazards to existing buildings and monuments. Several types of intervention exist to tackle the problem. Among these, the creation of a damp-proof course against capillary rise by means of injection of chemical products is one of the most diffused methods, thanks to the relatively easy and cheap application. Despite positive results when applied under controlled conditions in laboratory, these interventions do not always deliver the desired result in practice. Several studies have shown varying degrees of success. Various factors, like the lack of homogeneity of the substrate and a high moisture and salt content may affect the effectiveness of treatments. Moreover, the type of substrate and the combination of materials with different pore size distribution influence the spreading and the effectiveness of chemical products. Since rising damp is a problem that is mainly manifested in masonry, that is usually composed of at least two materials, the last factor may be of great importance. The current paper reports the results of a research on the transport of chemical injection products in relatively small mortar/brick combinations. Since no easy to perform test method for small combined specimens, giving results within a short time, was available, a special test method was developed. The effect of the interface between brick and mortar on the transport of the products was studied by the application of several injection products and creams. The tested products include pore filling and water repellent products and products in water as well as in organic solvent. The obtained results show clear differences in spreading and effectiveness in the different substrates and between products in organic solvent and water based ones, as well as between creams and liquid products. The results show that water based products can easily be transported through the mortar joint, differently from 20 what occurs with products in an organic solvent. This is the consequence of the different transport mechanisms of water based products and products in organic solvent in water filled pores. Full reference A. Hacquebord, B. Lubelli, R.P.J. van Hees and T.G. Nijland, ‘Evaluation of spreading and effectiveness of injection products against rising damp in mortar/brick combinations’, in: Procedia Chemistry 8, 2013, p. 139 – 149. 21 Sint-Servaaskerk te Maastricht Ontwikkelingen in de restauratievisie Rob van Hees De St. Servaaskerk te Maastricht is in zijn huidige verschijningsvorm het resultaat van een reeks bouwactiviteiten die mogelijk al in de 6e eeuw is begonnen. De huidige kerk bevat nog aanzienlijke delen, zoals het schip, die teruggaan op de Romaanse kerk, gesticht als pelgrimskerk rond het graf van St. Servaas, die in 1039 door 12 bisschoppen werd ingewijd. Andere belangrijke nu zichtbare onderdelen zoals het oostkoor en de westbouw dateren uit de 12e eeuw. De huidige verschijningsvorm is in belangrijke mate mede bepaald door twee grote restauratiecampagnes, die van Cuypers uit eind 19e / begin 20e eeuw en die van Van Hoogevest en Satijn uit de jaren 1981-‐1993. In het geheel van de laatste restauratie nam die van het 13e eeuwse Bergportaal een bijzondere plaats in: het Bergportaal vormt samen met het zuidportaal van de kathedraal van Lausanne het enige 13e eeuwse portaal waar nog sporen van de oorspronkelijke polychromie op beelden bewaard is gebleven. In dit artikel wordt eerst ingegaan op de bouwgeschiedenis en vervolgens op de restauraties en de visie die daaraan ten grondslag lag, waarbij het Bergportaal wordt gebruikt om zowel de technische achtergronden en staat van conservering als de ontwikkeling in de restauratievisie te illustreren. Full reference R.P.J. van Hees, ‘Sint-Servaaskerk te Maastricht. Ontwikkelingen in de restauratievisie’, in T. Bunnik, H. Schellen, E. Verstrynge, N. Vernimme (red.), Proceedings WTA-Studiedag Plafond- en wandschilderingen, 2013, 11p. 22 Preventieve conservering: Van visuele inspectie tot documentatie Rob van Hees Een deugdelijke, adequate technische interventie is een belangrijke voorwaarde voor preventieve conservering. Preventief betekent in deze context meer dan alleen een technisch duurzame (in de zin van het Engelse durable) interventie, hoewel dit aspect zeker in overweging genomen dient te worden, net als ecologische duurzaamheid (in de zin van het Engelse sustainability). Bij de conservating van historische gebouwen zijn authenticiteit en compatibiliteit van minstens even groot belang. Zij dienen zorgvuldig afgewogen te worden tegen technische en ecologische duurzaamheid. Beoordeling van de technische staat van conservering (technical assessment) omvat verschillende aspecten: • Visuele beoordeling en schade-analyse. • Analyse van de expositiecondities. • Beschrijving en identificatie van de aanwezige materialen (material characterization). • Probleemdiagnose, inclusief risico-analyse en beschrijving van de relevante schademechanismen. Hulpmiddelen zoals het door TNO met partners ontwikkelde Monument Damage Diagnostic System (MDDS; Van Hees et al. 2008, 2009) kunnen zowel de visuele beoordeling van de staat van conservering als probleemdiagnose en documentatie ondersteunen. Full reference R.P.J. van Hees, Preventieve conservering: van visuele inspectie tot documentatie, in: T.G. Nijland (red.), Syllabus NVMz-TNO symposium Resultaatgericht restaureren, 2013, p 101-102. 23 Façade Treatments of Historical Buildings Limiting the risks Rob van Hees The usefulness of treatment of facades of historic buildings and especially those with the status of listed monument is often discussed. Surface treatments of facades comprise a range of treatments, from water repellents to consolidants and anti-graffiti coatings. Even facade cleaning can be considered a facade treatment. Treatment of monuments and historical buildings is often subject to dispute for both ethical / aesthetical and for technical reasons. In fact, even though often advertised as reversible, surface treatments permanently alter the characteristics of the materials they are applied upon. Treatments of buildings can therefore be seen as a change of the original characteristics of the materials, thus leading to loss of information and affecting their historical value and their aesthetic appearance. During the 20th century chemistry has become increasingly important for conservation and research has been addressed towards the in-situ treatment of materials, with the aim of delaying their natural decay process. In this scenery, at the beginning of the 1960’s, the first synthetic polymers (water repellents and consolidants) appeared on the market. Full reference R.P.J. van Hees, Façade treatments of historical buildings. Limiting the risks (2013), Key note lecture 8th International Symposium on the Conservation of Monuments in the Mediterranean Basin, Patras, 2010, In: Proceedings of the Symposium, Vol I, Technical Chamber of Greece, 2013, p. 53-60. 24 Desalination of Historic Masonry Pre-Investigation, Treatment and Follow-Up care Rob van Hees & Barbara Lubelli Salt crystallization constitutes one of the most widespread decay mechanisms affecting historic buildings. Desalination is a conservation treatment of growing importance in the case of historic masonry. Salts present in porous materials cause damage through their interaction with moisture. Consequently, in certain situations the prevention of further moisture ingress can provide a solution to the problem. However, damage can also occur due to the hygroscopic uptake of moisture from the air by the salt. Hygroscopic salts can dissolve and re-crystallize due to changes in air humidity (RH) that cross their equilibrium relative humidity value. In this case, climate control may provide stable RH values and thus avoid cycles of crystallization/dissolution. However, the desired climate for preservation is not always easy to be obtained in ancient buildings. In such situations, direct intervention in the form of desalination treatments may present a better solution to the problem. This paper describes the approach from pre-investigation and treatment to followup care as the basis for a successful conservation of monuments suffering from salt decay. The necessity to tune the poultice properties to the substrate is underlined. Full reference R.P.J. van Hees and B. Lubelli, ‘Desalination of historic masonry’, in: Proceedings of the 8th International Symposium on the Conservation of Monuments in the Mediterranean Basin, Patras, 2010, Vol III, Technical Chamber of Greece, 2013, p. 308-317. 25 Lefortovopark: groen erfgoed van Nicolaas Bidloo in Moskou Mariël Kok, Marieke Kuipers & Hank van Tilborg In de metropool Moskou ligt het stadspark Lefortovo, een waterpark met een bijzondere gedeelde Nederlands-Russische geschiedenis. Het park ligt op de zuidelijke oever van de inmiddels gekanaliseerde rivier de Yauza, ten oosten van het centrum. Park Lefortovo werd in 1723-1924 door de Nederlandse medicus Nicolaas Bidloo voor de Russische tsaar Peter de Grote ontworpen en ingericht. Het park is sindsdien diverse keren gewijzigd, vergroot, gemoderniseerd en weer verkleind. Inmiddels ligt het park, dat ooi idyllisch buiten de stad lag, midden in een stedelijke woonwijk. Het park wordt intensief gebruikt door de omwonenden, maar verdient een cultuurhistorisch verantwoord herstel. Full reference M. Kok, M.C. Kuipers en J.A.H.C.. van Tilborg, ‘Lefortovopark: groen erfgoed van Nicolaas Bidloo in Moskou’, in: Vitruvius – Rusland Special, jg. 7 nr. 26, 2013, p. 4448. 26 Rietveld and Nieuwe Zakelijkheid in Architecture Marieke Kuipers Gerrit Rietveld (1888-1964), who trained as a furniture maker and started to practice very early in his life in his father’s furniture workshop at Utrecht, is not particularly known as an architectural theorist. Yet he was awarded with a honorary doctorate at the Technical College of Delft (1964) for his creative powers and original architectural ideas. International historiography bases Rietveld’s reputation mainly on his red-blue chair (1919) and the Schröder house (1924), as icons of De Stijl, but that – mostly post-war – perception is too narrow. Especially after the Great War, during which the Netherlands chose to remain neutral and escape the conflict, there was an intensive exchange between Dutch and international artists and architects of the avant-garde. Rietveld was more involved in these exchanges than has until recently been acknowledged. He also produced many texts, albeit mainly in the post-war decades. Just one quintessential statement is frequently quoted: “The reality that architecture can create is space”. This belonged to his ‘Insight’ (in the international review i 10, 1928), in the context of what he understood by sober [zakelijke] architecture. He would elaborate this theme further in his 1932 essay on ‘New Objectivity’ [Nieuwe Zakelijkheid] in Dutch architecture and elsewhere. This chapter investigates Rietveld’s position in the evolution from zakelijke to Nieuw-Zakelijke architecture in Dutch and international context and in relation to the other arts. Full reference M.C. Kuipers, Rietveld and Nieuwe Zakelijkheid in Architecture, in: R. Grüttemeier, K. Beekman en Rebel (red.). Neue Sachlichkeit and Avant-garde. Amsterdam/New York 2013, p. 81-111 (serie AvantGarde Critical Studies 29). 27 Nawoord – de atlas als schakel tussen traditie en toekomst Marieke Kuipers De Cultuur-Historische Atlas van het Lefortovopark in Moskou, opgesteld door H+N+S Landschapsarchitecten, is enerzijds het resultaat van een experiment in visualisering van immateriële cultuurhistorische waarden. Anderzijds staat de atlas in een lange traditie van karteren en kennis delen over fysieke structuren. Nederlanders laten graag zien hoe volgens hen de mens, de beplanting, de stad of de wereld in elkaar steekt. Het blijft een raadsel waarom niet meer is gepubliceerd over het bijzondere waterpark dat Nicolaas Bidloo had ontworpen (1721-25) en dat op zo kunstige wijze gebruik maakte van de natuurlijke hoogteverschillen. Inmiddels is de situatie in en om het park gewijzigd. Deze Cultuur-Historische Atlas biedt een analyse-instrument op maat om de gevoeligheid van ruimtelijke samenhang, beplanting, textuur, reliëf en kleur te thematiseren, te tonen en te duiden. Het is een atlas in de ware geografische traditie van topografie en tafereel, tekst en beeld. De methode is niet alleen bruikbaar voor het actuele Lefortovopark maar kan ook worden aangepast en ingezet bij andere opgaven voor revitalisering van de historische stad met cultureel erfgoed als belangrijke identiteitsdrager. Full reference M.C. Kuipers, Nawoord – de atlas als schakel tussen traditie en toekomst. In: J.A.H.C. van Tilborg. Cultuurhistorische Atlas Lefortovo park. Een instrument voor de analyse en waardering van en omgang met monumentaal groen toegepast op het Moskouse Lefortovo Park als Gemeenschappelijk Cultureel Erfgoed van Rusland en Nederland. Amersfoort 2013, p. 164-165. 28 Mijnwerkerserfgoed in Siberië Marieke Kuipers In de Siberische industriestad Kemerovo ligt de voormalige mijnwerkerskolonie Krasnaya Gorka (Rode Heuvel) te wachten op een nieuwe toekomst. De kolonie heeft een bijzondere geschiedenis die nauw verbonden is met Nederland en met de eerste industrialiseringsfase van de Sovjet-Unie. Hier had de Nederlandse civiel ingenieur Sebald Rutgers samen met de Amerikaanse vakbondsleider Herbert Calvert de internationale Autonome Industriekolonie Kuzbass (AIK) gesticht. De meeste AlK-gebouwen zijn ontworpen door de Nederlandse architect ir J.B. van Loghem in 1926-27. Door nieuwe stedelijke ontwikkelingen en sluiting van de mijnen is Krasnaya Gorka achterop geraakt. De geschiedenis wordt uitgebreid verteld in het lokale museum, maar de toekomst van het gebouwde erfgoed is ongewis. Full reference M.C. Kuipers, ‘Mijnwerkerserfgoed in Siberië’, in: Vitruvius – Rusland Special, jg. 7 nr. 26, 2013, p. 28-42. 29 Wat is culturele draagkracht? Marieke Kuipers & Wido Quist Vraag tien collega’s of zij het begrip ‘culturele draagkracht’ kennen en wat zij eronder verstaan, dan krijg je tien totaal verschillende antwoorden. Maar er is ook minstens één gemene deler: interesse en serieuze reflectie op de mogelijke betekenis en bruikbaarheid van dit begrip voor verschillende disciplines. Hun werkterrein varieert van praktiserend architect, vastgoedbeheerder, academisch onderzoeker tot klimaatadviseur en erfgoedconsulent. De reden waarom dit begrip nu wordt geagendeerd is de groeiende behoefte om te onderzoeken of de gangbare denkkaders voor architecten, opdrachtgevers en erfgoedprofessionals wel geschikt zijn om een constructieve dialoog te voeren over de grote architectonische opgave die ‘interventie’ wordt genoemd, het aanpassen van bestaande gebouwen en gebieden aan nieuwe gebruikseisen. Full reference M.C. Kuipers en W.J. Quist, ‘Wat is culturele draagkracht?’, in: M.C. Kuipers & W.J. Quist (red.), Culturele draagkracht. Op zoek naar de tolerantie voor vervandering bij gebouwd erfgoed, Delft 2013, p. 5-10. 30 Characterization and damage of brick masonry Paulo B. Lourenço, Rob van Hees, Francisco Fernandes & Barbara Lubelli Clay brick is among the oldest used masonry materials. Given the technological evolutions since the industrial revolutions, old brick are much different from todays’ bricks. This chapter provides a review on the chemical, physical and mechanical properties of mortar, brick and masonry. In addition, a discussion on the possible causes of damage and the usage of expert systems in building diagnostics is also given. Full reference P.B. Lourenço, R.P.J. van Hees, F. Fernandes and B. Lubelli, ‘Characterization and damage of brick masonry’, in: A. Costa et al. (eds.), Structural Rehabilitation of Old Buildings, Building Pathology and Rehabilitation 2, Springer-Verlag Berlin Heidelberg, 2014. 31 Salt resistant mortars: present knowledge and future perspectives Barbara Lubelli Salt crystallization damage is one of the most common causes of decay for bedding, pointing and plastering mortar. Attempts to tackle the problem have been mainly focused on increasing the mechanical strength of the mortar, by the replacement of lime with (PTL) cement, or on reducing the moisture transport capacity, by the addition of silicone based water repellents. Both solutions showed to often have a limited durability to salt decay and a low compatibility with historical buildings. Recently research has started to explore new possibilities for improving the durability of mortars to salt damage; these include engineering of the pore size, replacing of silicone based additives with natural organic water repellent substances and mixing-in of salt crystallization inhibitors able to reduce the harmfulness of salt crystallization. Some preliminary studies show that these directions can be promising for obtaining more durable mortars, compatible with historical buildings. Full reference B. Lubelli, ‘Salt resistant mortars: present knowledge and future perspectives’, invited speaker at the conference: Natural Cements for Repair and Renovation of Heritage Structures, London, 27th June 2013. 32 Damage mechanism in Tournai limestone The case of the tomb of Admiral Tromp in the Old Church of Delft (The Netherlands) Barbara Lubelli & Timo Nijland The funeral monument of Maarten Tromp, in the Old Church of Delft (the Netherlands), is partially built with Tournai stone, a grey-blackish limestone from the Wallonia region (Belgium). This stone is suffering a severe delamination and scaling, which has, in the course of the centuries, led to a considerable material loss from the surface of some of the stone elements. In order to identify the damage process and define a sound basis for the conservation of the monument, a research plan was set-up including, next to the tests and analyses on the stone, a 1-year monitoring of the microclimate in the church and the investigation of the structure of the monument as well as its connections to the adjacent walls. First of all, the stone type was identified by macroscopic features and by thin section microscopy. The moisture distribution in the monument and in the adjacent walls was gravimetrically determined on samples taken at different height and depths. The content and type of salt in the Tournai stone from the monument were determined by X-ray diffraction and ion chromatography, and the results compared to those obtained for the fresh stone. The analyses showed the presence of considerable amount of gypsum, together with a low content of soluble salts (chlorides and nitrates). The SEM-EDS observations showed that gypsum is mainly crystallizing in cracks between the layers of the material. The damage mechanism and the influence of salt on the decay were further investigated by combining hygroscopic moisture uptake, hygric dilation (RH cycles between 50% and 95% RH) measurements and SEM-EDS observations; all measurements were performed both on stone sampled from the monument and, as comparison, on fresh stone specimens. The results show that gypsum is the main salt present, but its role in the damage is not significant. The naturally thin laminated structure of the stone together with the considerable hygric dilation seem to be the main causes of the delamination observed in this stone. 33 Full reference B. Lubelli and Nijland T.G., ‘Damage mechanism in Tournai limestone - The case of the tomb of Admiral Tromp in the Old Church of Delft (The Netherlands)’, in: Journal of Cultural Heritage, 2013, available on line. 34 The mausoleum of Maarten Tromp Investigation of the decay affecting the Tournai stone elements Barbara Lubelli & Timo Nijland The Old Church of Delft (the Netherlands) contains several prominent mausoleums and other grave monuments, including that of Maarten Harpertszoon Tromp (23 April 1598 – 10 August 1653), admiral in the Dutch Navy, famous for defeating the large Spanish fleet bound for Flanders at the Battle of Downs in 1639. The mausoleum is built with white Carrara and red Belgian marble and Tournai stone. The latter is suffering a severe delamination and scaling, which has, in the course of the centuries, led to a considerable material loss from the surface of some of the stone elements. The causes of the damage occurring to the stone have been investigated, in order to define a sound basis for conservation of the monument. First of all the stone type was identified and damage evaluated by thin section microscopy. The salt content and type in the deteriorated stone were determined by X-ray diffraction and ion chromatography and the results compared to those obtained for the fresh stone. The damage mechanism and the influence of salt on the decay were investigated by combining hygroscopic moisture uptake, hydric dilation (RH cycles between 50% and 95% RH) measurements and SEM-EDS investigations; all measurements were performed both on stone sampled from the monument and, as comparison, on fresh quarry specimens. The results show that gypsum is in this case the main salt present, but its role in the damage is not significant. The naturally laminated structure of the stone together with the considerable hydric dilation, probably due to the clay content in the stone, seem to be the main causes of the delamination observed in this stone. Research was financed by the Dutch Government (Rijksgebouwendienst). Full reference B. Lubelli and T.G. Nijland, ‘The mausoleum of Maarten Tromp (Old Church, Delft): investigation of the decay affecting the Tournai stone elements’, in: Colloque scientifique – Les portails romans de la Cathédrale Notre-Dame de Tourna: Contextualisation et restauration, Tournai, Belgium, 31 Jan.- 1 febr. 2013. 35 Experimental study of the distribution of chemical products against rising damp in substrates with different water saturation degrees Barbara Lubelli, Rob van Hees & Anke Hacquebord Injection of chemicals in masonry walls is a commonly used technique for tackling rising damp. The presence of a high moisture content in the wall to be injected may sometimes limit the effectiveness of the intervention. This paper reports an experimental study of curing time, spreading and effectiveness of 15 injection products in bricks with different water saturation degrees. Significant differences in curing times and percentages of components left after curing were observed among products. The spreading and the effectiveness of products in (wet) substrates resulted to strongly depend on the solvent and, in a lesser way, on the active components. Liquid water based silane/siloxane products showed to spread homogeneously and reduce water uptake the most. Full reference B. Lubelli, R.P.J. van Hees, A. Hacquebord, ’Experimental study of the distribution of chemical products against rising damp in substrates with different water saturation degrees’, in: Construction and Building Materials 40, 2013, p. 891–898. 36 Cryo-FIB–SEM and MIP study of porosity and pore size distribution of bentonite and kaolin at different moisture contents Barbara Lubelli, Matthijs de Winter, J.A. Post, Rob van Hees & Martyn Drury Clays often constitute the main component of poultices used for salt extraction from porous materials in conservation intervention. Knowledge of the evolution in porosity and pore size of clay based poultices, due to shrinkage during drying, is of crucial importance for the selection of the most suitable poultice.We have studied the porosity and pore size distribution of kaolin and bentonite based poultices at different moisture contents. Both Mercury Intrusion Porosimetry (MIP) measurements on freeze-dried samples and cryo-FIB-SEM observations on wet samples are employed.The results show that these complementary techniques provide complete information on the porosity, pore size and pore structure of clay materials at different moisture contents. Both kaolin and bentonite poultices show a change of their total porosity and pore size distribution during drying: the changes are moderate in the case of kaolin, whereas the changes are very significant in the case of bentonite. These findings underline the necessity, when selecting a desalination poultice, of taking into account possible changes in its pore size distribution during drying, since these changes may affect the effectiveness of the salt extraction. Our results indicate that the good desalination efficiency of kaolin on substrate of pore size between 1 and 10. μm observed in practice is related to the presence in the poultice of pores that are very effective in capillary transport (0.2-2. μm) and to the relatively constant pore size distribution of the poultice during drying. Full reference B. Lubelli, D.A.M. de Winter, J.A. Post, R.P.J. van Hees and M.R. Drury, ‘Cryo-FIB– SEM and MIP study of porosity and pore size distribution of bentonite and kaolin at different moisture contents’, in: Applied Clay Science 80–81, 2013, p. 358–365. 37 Desalination of Historic Buildings, Stone and Wall Paintings Barbara Lubelli & Rob van Hees Full references: B. Lubelli, R.P.J. van Hees and G. Hilbert, ‘Desalination of masonry structures: research towards the development of a modular system of poultices’, in: Heritage A. and Zezza F (eds), Desalination of historic buildings, stone and wall paintings, 2013. A. Heritage, B. Lubelli B., V. Voronina V. and L. Pel, ‘Optimizing the extraction of soluble salts from porous materials by poultices’, in: Heritage A. and Zezza F (eds), Desalination of historic buildings, stone and wall paintings, 2013. B. Lubelli and R.P.J. van Hees, ‘Desalination of historical brick masonry The case of the Waag building in Amsterdam’, in: Heritage A. and Zezza F (eds), Desalination of historic buildings, stone and wall paintings, p.160, 2013. R.P.J. van Hees and B. Lubelli, ‘Desalination of historic masonry- Pre-investigation and after-care’, in: Heritage A. and Zezza F (eds), Desalination of historic buildings, stone and wall paintings, 2013. 38 Heritage Development, the Delft approach for conservation in a dynamic world Paul Meurs Abstract: Delft University transformed the Section of Restoration in 2006 into RMIT: Restoration, Modification, Intervention and Transformation. The old section used to be a highly specialised island within the faculty. A minority of students (some 5%) was trained, focussing exclusively on conservation assignments. The new section RMIT wants to reach the majority of the students in architecture, making them sensitive to work in a historic context and provide them with the skills to examine and explore historical values as part of their design process. This shift, headed by architect Jo Coenen, reflects the changing working field in Europe. Architecture has regained its interest to relate to the past and the genius loci. The heritage institutions have broadened their scope, from the exceptional to the ordinary: the overall quality and historic stratification of the living environment of everyday. Meanwhile, the construction industry underwent a dramatic reset: from growth to transformation, from new construction to reuse and from generic to specific solutions. Identity has become a new mass consumption good. This reset means a redefinition of roles of all parties involved in planning, construction and design. Architects have become engaged with context, the existing building stock and cultural-historical value. The new role of the architect requires the skills of the technical engineer (conservation), the architectural engineer (design), the process engineer and the social engineer (dealing with stakeholders and assembling new user schemes). This paper will briefly describe the changing working field for architects in the Netherlands and the consequences for the required professional competences, in particular with regard to historical value and conservation. Subsequently the structure of RMIT will be explained: the educational model for a Master Track in Architecture. Full reference P. Meurs, ‘Heritage Development, the Delft approach for conservation I a dynamic world’, in: Preservation Education, Sharing Best Practices and Finding Common Ground, Roger Williams University, School of Architecture, Art and Historic Preservation, Providence USA, 7-9 September 2012. 39 Fifty years Zaanse Schans A reservation of monuments that was never intended as an open air museum Paul Meurs The ‘Zaanse Schans’ (Zaandam Sconce) is a ‘reservation’ of transferred monuments and wind mills from the Zaan region, which lies just north of Amsterdam. A comparison with open-air museums, however, doesn't stand up. The site is freely admissible and there are residential areas. The article at hand explores the founding and realisation of the Zaanse Schans. What was unique for the Netherlands was that fifty years ago, moving these monuments was seen as the only option to preserve them. At the time, the typical wooden structures of the Zaan region were rapidly being displaced by industry. In response to the demolition several civil initiatives devoted themselves to preserving the regional architecture. The actual initiative to create the Zaanse schans started during the Second World War when volunteers began to document old buildings and the first buildings to be demolished were put in storage. The municipality of Zaandam made a location available at the western side of the Kalverpolder, where a village on the banks of the Zaan River could be built from scratch. The idea was to realise an authentic ensemble. In the eyes of the pioneers 'authenticity' was considered A) a consistent urban development design on an appropriate location in the landscape (credible structure), B) a complete transfer and exact reconstruction of monuments (faithful in form), and C) having people live in the transferred houses (continuity of function). From the opening in 1965, the Zaanse Schans attracted many visitors, but not much thought had been given to what the experience offered to tourists might be exactly and what sort of facilities were required. Chaos ensued and visitors left in disappointment. A visit by a local councillor to Colonial Williamsburg (USA) became a turning point: the Zaanse Schans would henceforth focus on tourism. New facilities were built in such a way that they more or less fitted within the historical narrative. Since the mid-1970s, the Zaanse Schans has remained essentially unchanged. The municipality guarded and managed the protected village view, but the development of the site as a tourist attraction was left to entrepreneurs and they created the 'brand' Zaanse Schans according to their own views. For instance, they created free museums about wooden shoes and cheese that were mainly aimed at selling merchandise. As the commercial exploitation was completely separate from the management of the monuments and the site, the budget was never balanced and the municipality always had to make up the deficit. 40 Now that subsidies are dwindling, the Zaanse Schans is compelled to expand its operation, with the goal of strengthening tourism and persuade visitors to stay longer. The ambition still is, as it was fifty years ago, to create the idea of a village ‘as it could have been in 1850’. The additions are built in the traditional local style of wood construction: new buildings based on regional typologies, materials, colours and details. A problem with this is that each party involved has its own ideas about what the Zaanse Schans essentially is. In the absence of a central controlling agency the quality of the site as a museum (authenticity and integrity of materials) is suffering. The idea from the founding years to make it a normal residential area has led to fragmented ownership and clashing interests, among other things. Unfortunately, it has now become almost impossible to preserve, let alone further develop the site’s exceptional value. Full reference P. Meurs, ‘Vijftig jaar Zaanse Schans. Een monumentenreservaat dat geen openluchtmuseum mocht worden’, in: M-T van Thoor et al. (red.), Bulletin KNOB 112 (4), 2013, p. 185-203. 41 Continue with Cuypers Renovation of the Rijksmuseum Paul Meurs The selection of architects for the new Rijksmuseum took place in 2000. The intention was to split the task in three and to select three architects: a chief architect, a restoration architect and an architect for the Atelier Building on Hobbemastraat. For government commissions of this magnitude a European tender procedure is mandatory. Around the turn of the century, the Rijksgebouwendienst (Government Buildings Agency; Rgd) was handling some 20 such procedures a year, in all of which the Chief Government Architect played a key role. To avoid having to make repeated expensive and time-consuming public announcements, the Rgd made do with an annual call for architects to submit their documentation. For each project a preliminary selection was made from this documentation database, and then an invited competition was held in order to arrive at a final choice. This procedure was also followed for the Rijksmuseum. In March 2000 Chief Government Architect Wytze Patijn, in consultation with the Rgd, the Ministry of Education, Culture and Science and the Rijksmuseum, came up with a list of 17 potential chief architects, including five foreign firms. The long list for the restoration architect contained just five names, all of whom were eventually approached. Full reference P. Meurs, ‘Continue with Cuypers. Renovation of the Rijksmuseum’, in: P. Meurs and M-T van Thoor (eds.), Rijksmuseum Amsterdam. Restoration and Renewal of a National Monument, Rotterdam 2013, p. 103-123. 42 Introduction - Towards a new Rijksmuseum Paul Meurs & Marie-Therèse van Thoor On 13 April 2013, the Rijksmuseum Amsterdam reopened after a renovation process that had lasted more than a decade. The building, which originally dates from 1885, was designed by architect P.J.H. Cuypers (1827-1921). In the space of over a century, the building underwent numerous major and minor renovations, prompted by lack of space, growing visitor numbers and changing ideas about museum design. The end result of all those renovations was a labyrinth that was no longer able to fulfill its role as a national museum for the public. The recent adaptation had a very ambitious aim which, translated to the building meant the most radical approach: modernization instead of preservation or improvement. This was combined with ambitions regarding the building’s status as an embodiment of national identity and a cornerstone of cultural infrastructure. Accordingly, the renovation turned into a prestigious, national project, with international allure. In 1999 the project received a major boost in the form of the Kok government’s ‘millennium gift’ to the Dutch population. The gift was intended as a financial catalyst to prepare the Rijksmuseum for the new millennium for, as the prime minister put it, ‘the Netherlands has many museums of international standing, but there is only one Rijksmuseum’. One year later, in 2000, the new Rijksmuseum was one of the nine ‘Major Projects’ listed in the Ontwerpen aan Nederland (Designing the Netherlands) memorandum. The main aim of this architectural memorandum was ‘to strengthen the contribution of the design disciplines to spatial and architectural tasks by means of “customized” government participation in concrete projects’. Full reference P. Meurs and M-T van Thoor, ‘Introduction – Towards a new Rijksmuseum’, in: P. Meurs and M-T van Thoor (eds.), Rijksmuseum Amsterdam. Restoration and Renewal of a National Monument, Rotterdam 2013, p. 13-15. 43 Conclusion – From ‘Major Project’ to Small Projects Paul Meurs & Marie-Therèse van Thoor The renovation of the Rijksmuseum was about more than adapting an outmoded museum to the demands of the time. On 19 September 2000, State Secretary for Culture Rick van der Ploeg wrote to the Chairman of the House of Parliament and the director of the Rijksmuseum that the government had decided on a total makeover of the museum. This meant that the main building would have to be completely emptied for the first time since it opened. This in turn provided an opportunity to clear out the museum, which over time had become a veritable maze, and to give the monument its old grandeur together with a fresh new look. The Kok government’s millennium gift provided the financial boost that made this prestigious national project possible. Full reference P. Meurs and M-T van Thoor, ‘Conclusion – From ‘Major Project’ to Small Projects’, in: P. Meurs and M-T van Thoor (eds.), Rijksmuseum Amsterdam. Restoration and Renewal of a National Monument, Rotterdam 2013, p. 259-265. 44 Transformations of the Rijksmuseum Between Cuypers and Cruz y Ortiz Ivan Nevzgodin Some 50 years ago, after the renovation of the Rijksmuseum had been completed, managing director Arthur van Schendel triumphantly commented: In the summer of 1962, the Rijksmuseum became the focus of attention when it opened its complex of 30 new galleries and an auditorium with almost 400 seats, a new building inside the walls of the old. This was not the end of the process, but it was a high point in a long series of activities undertaken since the liberation of the Netherlands to create a fitting, modern accommodation that does justice to the country’s world-famous art collection. Later, architecture critic Max van Rooy called this renovation ‘an assault of the most violent nature’ on the building.2 The new intervention by Cruz y Ortiz arquitectos has wiped away almost every trace of these post-war-era modifications. In the years separating Pierre Cuypers from Cruz y Ortiz, the Rijksmuseum underwent alterations inspired by various motives and concepts. There were a few recurring themes: the central passageway, the grandeur of the building’s backbone (the Great Hall, Gallery of Honour and Night Watch Gallery), the confusing walking routes, the continual shortage of space, and the question of what to do with Cuypers’ decorations. These were also the major themes in Hans Ruijssenaars’s master plan (from 1996), which formed the backdrop to the recent renovation. Full reference I. Nevzgodin, ‘Transformations of the Rijksmuseum. Between Cuypers and Cruz y Ortiz’, in: P. Meurs and M-T van Thoor (eds.), Rijksmuseum Amsterdam. Restoration and Renewal of a National Monument, Rotterdam 2013, p. 79-93. 45 «Новая веха международного фронта»: россий сконидерландские архитектурные связи 1920–1930-х годов Ivan Nevzgodin Full reference I. Nevzgodin, ‘«Новая веха международного фронта»: российсконидерландские архитектурные связи 1920–1930-х годов’, in: Architecture the Dutch way, 1945-2000, 2013, p 38-47. 46 Architectural authenticity in the Land of Polders Ivan Nevzgodin Full reference, I. Nevzgodin, ‘Architectural authenticity in the Land of Polders’, in: Authenticity on the Architectural Intervention for Historic Landscape, 2013, p. 23-28. 47 The Dutch Group De Stijl and the Soviet Architecture Ivan Nevzgodin The first director of the Museum of Modern Art in New York City, Alfred H. Barr, Jr. (1902–1981) wrote: ‘the years 1920–1925 saw an astonishing expansion of the influence of de Stijl, first in Belgium, then in Germany, France, Eastern Europe and even in Russia where it met the earlier but less practicable abstract traditions of Suprematism and Constructivism’. [1] This quote from the one of the most famous American art historians is in complete disagreement with an opinion of the Soviet architecture historian Anderei V. Ikonnikov (1926–2001), who wrote in 1982: ‘the dogmatic doctrines of the De Stijl group were not fruitful in themselves. This is confirmed by the limited creative results achieved by an architecture that followed the principles of De Stijl in an orthodox manner.’ [2] In this short article I want to analyse the impact of the relation of the Dutch architect Gerrit Thomas Rietveld (1888–1964) with Soviet architecture on the development of the Modern Movement in both countries: Russia and The Netherlands. Rietveld’s first direct involvement with the new Bolshevist Russia probably dates from the period shortly after his introduction to De Stijl. In 1919, he and 97 other artists signed a petition to the Dutch parliament requesting that ‘all limiting regulations standing in the way of free international communication by mail between artists be lifted’ – there was a postal blockade against Russia. Other members of the De Stijl group also signed the petition, although the signatures of J.J.P. Oud and B. van der Leck are missing. [3] From 1927, Rietveld was a member and secretary of the Utrecht department of the Filmliga, which screened many Russian films. In 1928, he also became a cofounder of the Netherlands-New Russia Society and architectural editor for the associated journal, Nieuw Rusland (New Russia), which from 1933 on was called Cultuur der U.d.S.S.R. (Culture of the USSR). Rietveld’s sympathy for Russia stemmed from a personal, utopian striving for a better world. Full reference I. Nevzgodin, The Dutch Group De Stijl and the Soviet Architecture’, in: РЕГИОНАЛЬНЫЕ АРХИТЕКТУРНО-ХУДОЖЕСТВЕННЫЕ ШКОЛЫ: МАТЕРИАЛЫ МЕЖДУНАРОДНОЙ НАУЧНО-ПРАКТИЧЕСКОЙ КОНФЕРЕНЦИИ, 5–7 февраля 2013 г., г. Новосибирск, p. 14-19. 48 Kernbegrippen in de restauratie Wido Quist In zijn proefschrift uit 1986 en later in de hierop gebaseerde handelseditie, schetst Jukka Jokilehto de ontwikkeling van de Europese monumentenzorg.1 Specifiek voor de Nederlandse situatie werd deze ontwikkeling beschreven door J.A.C. Tillema in 1975 en door Wim Denslagen in 1987.2 Alle drie de auteurs beschrijven de ontstaansgeschiedenis van de zorg voor monumenten in architectonische en restauratiefilosofische zin. De nadruk ligt hierbij op de belangrijkste personen, traktaten, charters en objecten uit de geschiedenis van de monumentenzorg en het belang van monumenten als materiële getuigen van geschiedenis en kunst. Omdat restaureren en architectonisch interveniëren in elkaars verlengde liggen en omdat diverse auteurs in deze bundel naar de kernbegrippen uit de restauratiefilosofie verwijzen, worden ze in deze bijdrage nader toegelicht. Full reference W.J. Quist, ‘Kernbegrippen in de restauratie’, in: M.C. Kuipers & W.J. Quist (red.), Culturele draagkracht. Op zoek naar de tolerantie voor vervandering bij gebouwd erfgoed, Delft 2013, p. 23-30. 49 A.L.W.E. van der Veen A mining engineer from Delft in the land of monuments Wido Quist & Timo Nijland Between 1920 and 1940, the engineer A.L.W.E. van der Veen (PhD) was involved in many restorations as a consultant on natural stone. At first under the authority of the National Bureau for Monuments and later as an independent consultant. After his studies in mining engineering at the former Technische Hoogeschool Delft, where he wrote his doctoral thesis on the symmetry of diamond, he became involved with monuments and their preservation. Van der Veen’s geological expertise enabled him to determine the nature and origin of natural stone used in historical buildings and advise on suitable replacement material. The article at hand provides an overview of Van der Veen’s life and describes his introduction into the world of monuments preservation. It also describes in more depth the advice he gave with regard to types of natural stone that was historically often applied in the Netherlands, such as sandstone, white Belgian sandy limestone, and tuff. His efforts to provide advice that was in accordance with the principles of restoration as articulated in 1917 are illustrated by his reasoning in choosing replacement stone. His advice on choosing limestone from France and tuff from the German Eifel constitutes the main body of the article at hand. It shows that his advice sometimes lacked foundation or differed from earlier advice. Nevertheless, Van der Veen has had a profound influence on the choice of replacement stone. Gaining insight in his reasoning is therefore important, as it is an aspect that needs to be considered in the assessment of restoration interventions, for instance when new restorations make it necessary to replace stone that was used in previous restorations. Full reference W.J. Quist and T.G. Nijland, ‘A.L.W.E. van der Veen. Een Delfts mijningenieur in monumentenland’, in: M-T van Thoor et al. (eds), Bulletin KNOB 112 (4), 2013, p. 204-224. 50 Replacement of Eocene white sandy limestone in historical buildings Over 100 years of practice in the Netherland. Wido Quist, Timo Nijland & Rob van Hees This paper discusses the replacement of white sandy limestone (Gobertange and Lede or Balegem) in the Netherlands in (successive) restorations from the mid-19th century onwards. White sandy limestone, transported from the southern part of the Low Countries (now Belgium), was extensively used in the northwestern part of the present-day Netherlands in the 14th–16th century. Arguments for (different) choices of replacement stones have been researched and evaluated, in terms of both contemporary perspectives and hindsight. In the period from the second half of the 19th to the late 20th century, various approaches to the choice for replacement stone were found. In this paper, seven periods are distinguished on the basis of specific arguments and criteria that were used for the choice of replacement stone. The paper describes some unexpected combinations of original and restoration material that, most probably, would have never been chosen if only mineralogical composition and origin had been taken into account. Their durability and compatibility are discussed. Full reference W. J. Quist, T. G. Nijland and R. P. J. van Hees, ‘Replacement of Eocene white sandy limestone in historical buildings – over 100 years of practice in the Netherlands’, in: Quarterly Journal of Engineering Geology and Hydrogeology 46 (4), 2013. 51 Herbestemming industrieel erfgoed in Haagse regio Job Roos Het is bijzonder dat juist in Den Haag een boekpublicatie tot stand komt over herbestemming van Industrieel erfgoed. Wie het over industrieel erfgoed heeft, denkt niet in eerste instantie aan de hofstad. De identiteit van de stad is een andere dan bijvoorbeeld andere (middel)grote steden als Rotterdam of Amsterdam waar de handelsgeest vanuit de relatie met het water (de havens en de zee) een belangrijk gegeven is. Den Haag ligt in haar oorsprong niet direct aan zee maar is ontstaan achter de duinen op de ‘noord-zuid’ gerichte strandwallen. Daar ontstond het grafelijke hof en daar omheen ontstond de nederzetting die Haghe op de hoger gelegen gronden op de overgang tussen veen en zand. Dat is tot op de dag van vandaag een sterke identiteit van de stad. Die noord-zuid gerichtheid is nog sterk voelbaar in de stad, ondanks de forse stadsuitleg in de loop der eeuwen. Den Haag heeft zich vanuit een gesloten kern naar drie kanten in een als het ware open grid sterk uitgebreid: noord, zuid en oost. Industrie speelt in die stadsuitleg wel een rol maar geen sterk beeldbepalende. Desondanks of misschien wel dankzij dit gegeven is er veel interessants te melden over de historische industriële ontwikkeling in Den Haag. Full reference J. Roos, ‘Herbestemming industrieel erfgoed in Haagse regio’, in: K. Havelaar (samenstelling), Nieuw in Oud. 20 jaar herbestemming Haags industrieel erfgoed, Den Haag 2013, p. 10-19. 52 Spaziergangswissenschaft in Berlijn Job Roos In Berlijn is transformatie geen gevolg van een normale maatschappelijke groei. Al wandelend door de stad is er een constante observatie die de boventoon voert: hier wordt alles uitvergroot, met name de dilemma’s die voortkomen uit de steeds opnieuw geslagen wonden in de tweede helft van de twintigste eeuw. Er lijkt een direct verband met de aard van de aangetroffen transformaties in de stad die uitgesprokener lijken te zijn, existentiëler haast. Transformaties die vanuit hun politieke, sociale en culturele achtergrond vaak beladen zijn met de wens tot heelheid enerzijds en ‘niet (kunnen) vergeten’ anderzijds. Vanuit dit perspectief opent zich een zeer uiteenlopend en onorthodox scala van transformaties met bijbehorende achtergronden. Deze diepere achtergronden leiden in een aantal gevallen tot geheel eigen, authentieke (lees oorspronkelijke) oplossingen. Full reference J. Roos, ‘Spaziergangswissenschaft in Berlijn’, in: M.C. Kuipers & W.J. Quist (red.), Culturele draagkracht. Op zoek naar de tolerantie voor vervandering bij gebouwd erfgoed, Delft 2013, p. 65-70. 53 Back to Cuypers Struggling with a theme Marie-Therèse van Thoor When large government-owned monuments are renovated it is customary in the Netherlands to appoint a restoration architect alongside the principal architect. Consequently, for the Rijksmuseum a separate selection was held among five architectural restoration firms. For this complex assignment, it proved difficult to formulate the brief and the responsibilities. Also, the addition of a theme – ‘Continue with Cuypers’ – gave rise to a great variety of interpretations concerning the building and the restoration. On 12 April 2001 the views on the restoration were presented in The Hague by five firms: Architectenbureau J. van Stigt, Verlaan en Bouwstra architecten, Braaksma & Roos Architectenbureau partnered by Rappange & Partners Architecten, and Van Hoogevest Architecten. The assessment committee, chaired by Jo Coenen, was the same as that for the selection of the principal architect, and was backed by a special restoration advice committee led by professor Frits van Voorden from Delft University of Technology. Cruz y Ortiz arquitectos was also represented on the committee, since the role of the restoration architect would be a supportive one to the principal architects holding ultimate responsibility for the project. Both architecture firms would have to work closely together, so a good working relationship was a necessity. Coenen had also discussed this with the restoration architects and with Cruz y Ortiz; accordingly, Cruz y Ortiz’s input was very important. The preference, though not unanimous, was for Van Hoogevest. All the firms met the considerable demands of the complex assignment, but Van Hoogevest was considered to be the most suitable ‘as regards professional know-how, experience and collaboration with the principal architect’. Full reference M-T van Thoor, ‘Back to Cuypers. Struggling with a theme’, in: P. Meurs and M-T van Thoor (eds.), Rijksmuseum Amsterdam. Restoration and Renewal of a National Monument, Rotterdam 2013, p. 137-157. 54 Interpreting structural damage in masonry: diagnostic tool and approach Ilse de Vent, Jan Rots, Rob van Hees & Gerrie Hobbelman A sound diagnosis can only be reached starting from a correct interpretation of the damage. This is not always an easy task: symptoms may be misunderstood, alternative hypotheses overlooked, and the context of the damage left unconsidered. This paper aims to offer architects, contractors and engineers a helping hand in interpreting structural damage in masonry. It presents a simple but consistent approach for visual inspections, discussing both essences and pitfalls of the diagnostic process. In addition, it explains the oudine of a diagnostic tooI that incorporates this approach. The tooI, a prototype of which is available for download, offers diagnostic guidance by means of 60 characteristic damage patterns. Since plans are to further develop this tooI, the authors would we1come feedback and opportunities for cooperation. Full reference I.A.E. de Vent, J.G. Rots, R.P.J. van Hees and G.J. Hobbelman, ‘Interpreting structural damage in masonry: diagnostic tool and approach’, in: Restoration of Buildings and Monuments / Bauinstandsetzen und Baudenkmalpflege, Vol. 19, No. 5, 2013, p. 291-307. 55 Jeruzalem Amsterdam, restoration versus renovation Hielkje Zijlstra In 2002, the Jeruzalem neighbourhood in the residential area Frankendaal, Amsterdam, threatened to be demolished. So far, it hasn’t come to that, but much has happened over the past few years. Six blocks gained the status of listed buildings, but this doesn’t mean that the future of the entire neighbourhood is now secure. The long-lasting battle for preservation and recognition, as well as the manner in which sustainability has become part of the preservation task make Jeruzalem a fascinating study object. In this article the existing buildings are studied from a lifetime cycle perspective / perspective of birth, existence and (after-)life with regard to scales of context, object and detail. The houses were built immediately after the Second World War as part of the 1939 General Development Plan by Cornelis van Eesteren (1897-1988). The urban planning of the project was done by Jacoba Mulder (1900-1988). Architects Ben Merkelbach (1901-1969) and Piet Elling (1897-1962) developed 792 houses as duplexes, downstairs and upstairs apartments, that were delivered in 1952. The original plan was characterised by high quality and especially its urban development with green courtyards, designed by Mien Ruys (1904-1999), was striking. The houses themselves were a modular construction in concrete, with the façades clad in concrete panels. In 2010, six courtyards and the school gained the status of listed buildings, while work began on a restoration plan. The core question shifted from preservation for the benefit of the current residents to preservation for the benefit of the existing monuments, in which the reason for making any changes was based on the same principle: to meet contemporary standards of the quality of housing with regard to sustainability, comfort and safety. Technical innovations made it possible to achieve a significant improvement in heat regulation in the enclosing construction, while preserving the general outlook and keeping almost identical floor plans. The façade panels were renewed, window frames were replaced, insulating glass was put in, technical installations were updated and constructions were insulated. The high-quality of the urban planning of Jeruzalem Frankendaal, the L shaped blocks in the structure of green courtyards and the modest architecture of the homes have always been guiding principles during the years of planning the 56 restructuring. It is quite amazing how relatively small interventions in the main structure of the original design can lead to a complex of 400 single-family dwellings on a top location in Amsterdam. Full reference H. Zijlstra, ‘Jeruzalem Amsterdam, restaureren versus renoveren’, in: M-T van Thoor et al. (red.), Bulletin KNOB 112 (1), 2013, p. 34-50. . 57 RMIT Education at the Delft University of Technology Hielkje Zijlstra RMIT stands for Research & Education in Modification, Intervention and Transformation of the built environment. These areas are defined such that each covers a different level of scale: Modification concerns the level of the use of materials and technology, Intervention the level of reuse and redesign of a building, and Transformation the development of the urban structure - all this while taking account of the value of the whole in terms of our cultural heritage. RMIT’s mission is to contribute to the sustainable and long-term preservation and use of the built heritage by developing expertise and providing education in restoration, conservation and reuse, at levels of scale ranging from the material through to the built environment. Evaluation and appreciation, use of materials, design and research are all key elements. The issues addressed by RMIT, i.e. modification, intervention and transformation of and in the existing built environment (both traditional restoration and reuse, repurposing and redesign) are becoming increasingly important. At present, over 60% of construction projects relate to interventions in and extensions of existing buildings. It is essential that the cultural identity and materials of the existing structures be considered. RMIT studios are increasingly popular and limited to 100 Master students (60 graduating MSc3/4 and 40 pre-graduating MSc1/2) each semester. RMIT consists of 20 (part time) staff members who participate in education and research. Full reference H. Zijlstra, ‘RMIT Education at the Delft University of Technology’, in: ISC E+T NEWSLETTER, spring 2013. 58 Other academic activities Non-published presentations Bert van Bommel: keynotespreker bij de bijeenkomst in de Oude Kerk in Delft, ter gelegenheid van de voltooide restauratie van het grafmonument voor Maarten Harpertsz. Tromp, 'Ick en hebbe gedaen. Houdt goeden moed! Monumentenzorg door de Rijksgebouwendienst.', woensdag 2 oktober 2013. Barbara Lubelli, Onderzoek naar de rol van zouten in de schade aan het grafmonument van Maarten Tromp, Natuursteenplatform RCE, 22 Nov. 2013. Rob van Hees, Silvia Naldini, Barbara Lubelli, workshop Diagnosis with MDDS, RLICC, KU Leuven, 21-22 January 2013. Rob van Hees, International Week RLICC – Raymond Lemaire International Centre for Conservation, keynote lecture: Preventive conservation: from visual assessment to documentation, Leuven, 23 January 2013. Rob van Hees, Preventieve conservering: van visuele inspectie tot documentatie, voordracht NVMz-TNO symposium Resultaatgericht restaureren, Maart 2013. Rob van Hees, Sint-Servaaskerk te Maastricht. Ontwikkelingen in de restauratievisie, Studiedag Plafond- en wandschilderingen, April 2013. Rob van Hees, interview on JPI project: Effectiveness of methods against rising damp in buildings: European practice and perspective (EMERISDA). Rob van Hees, Silvia Naldini, Heritage Conservation Directorate: workshop MDDS, Ottawa, Canada, 28 October 2013. Rob van Hees, M. Weaber Memorial fund, Lecture: A taste of salt in building conservation, Ottawa, Canada, 29 October 2013. Rob van Hees, Student workshop on Sustainable Heritage Carleton University, Ottawa, Canada, 30 October 2013. Rob van Hees, Round table on Heritage Education, Carleton University, Ottawa, Canada, 30 October 2013. Rob van Hees, Heritage Canada Foundation Symposium; theme: Cutting-Edge Tools for Monitoring Architectural Heritage; lecture: Assessment & documentation of historic buildings, The use of MDDS, 01 November 2013. Rob van Hees, voordracht voor Bureau BMA Amsterdam, November 2013. Marieke Kuipers, presentation of the nomination file of the Van Nellefabriek at Rotterdam for World Heritage to the World Heritage Center, Unesco Headquarters, Paris, 28 January, 2013 . Marieke Kuipers, International Colloquium Conserving Modern Architecture, Assessing the Current State of Practice to Advance the Field, Getty Conservation Institute, position paper: Modern Heritage - Identification, Assessment and Interpretation, Los Angeles, 6 March, 2013. Marieke Kuipers, International Expert meeting, Conserving Modern Architecture, Assessing the Current State of Practice to Advance the Field, Getty Conservation Institute, Identification, Assessment and Interpretation, Los Angeles, 7 March, 2013. 59 Marieke Kuipers, evening lecture Free University: Inheriting Optimism - Valuation and preservation of post war architecture, Brussels, 21 March, 2013. Marieke Kuipers, experts meeting Zonnestraal, Reuse and World Heritage, Hilversum, 7 May, 2013. th Marieke Kuipers, 5 International Petrine Conference, lecture Bidloo’s Horticultural Heritage in Moscow, Saint Petersburg, 9 June, 2013. Marieke Kuipers, Suzanne Fischer, Arcam international student workshop Sweets, Redesign and Reuse, lecture: Into 5 Sweets, Amsterdam 9 July, 2013 and review 12 July. Marieke Kuipers, International Conference Reuse and adaption of historic buildings to modern needs, position paper: Valorization of Built Heritage in the Netherlands, Moscow, 4 October, 2013. Editorships Marieke Kuipers, Wido Quist, seminar organizers and editors, Culturele Draagkracht, Delft, University of Technology, Delft, 29 November, 2013. Marie-Therèse van Thoor, editor of Bulletin KNOB, 112 (1, 2, 3, & 4), 2013. Interviews Agnes van Alphen: ' Voor het voetlicht. Bert van Bommel.' Monumenten 2013, 10, p. 5. PhD committees Rob van Hees, promoter, TU Delft, Faculty of Architecture, Herdis Heinemann, Historic Concrete. From Concrete Repair to Concrete Conservation, 7 February 2013. Rob van Hees, committee member, TU Delft, Faculty of CiTG, Qi Zhang, Microstructure and Deterioration Mechanisms of Portland Cement paste at Elevated Temperature, 11 July 2013. Rob van Hees, committee member, University of Aveiro, Portugal, Ana Fragata Da Costa, Revestimentos Compativeis para Alvenarias Antigas Sujeitas a Ação Severa da Água, 2013. Marieke Kuipers, committee member, TU Delft, Faculty of Architecture, Herdis Heinemann, Historic Concrete. From Concrete Repair to Concrete Conservation, 7 February 2013. Marieke Kuipers, promoter, Maastricht University, Christoph Rausch, Rescuing Modernity; Global Heritage Assemblages & Modern Architecture in Africa, Maastricht 18 October 2013. Marieke Kuipers, peer reviewer of PhD presentations seminar Re-Use, Free University of Brussels, Brussels, 21 March 2013. Hielkje Zijlstra, committee member, TU Delft, Faculty of Architecture, Herdis Heinemann, Historic Concrete. From Concrete Repair to Concrete Conservation, 7 February 2013. 60 RMIT is a section within the department of Architectural Engineering + Technology of the Faculty of Architecture and Built Environment of Delft University of Technology. RMIT aims at multidisciplinairy research, product development and knowledge transfer in the fields of Modification, Intervention and Transformation. RMIT aims to support innovation in education and research by improving the links between academia and the profession. RMIT TU Delft - Faculty of Architecture Department AE + T, section RMIT Postbus 5043 2600 GA Delft Secretary: +31 (0)15-2781116 [email protected] rmit.tudelft.nl Research staff: G. (Giovanni) Borsoi, MSc S.J.C. (Sanne) Grannemann, MSc prof.ir. R.P.J. (Rob) van Hees ing. A.J. (Bert) van Bommel prof.dr. M.C. (Marieke) Kuipers dr. B. (Barbara) Lubelli prof.dr.ir P. (Paul) Meurs dott. S. (Silvia) Naldini dr. I. (Ivan) Nevzgodin dr.ir. W.J. (Wido) Quist ir. J. (Job) Roos dr.dipl.ing. S. (Sara) Stroux dr. M-T. (Marie-Therèse) van Thoor dr.ir. H. (Hielkje) Zijlstra Department AE + T Section RMIT Publications 2013
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