Sant Pau Hospital

BRIEF HISTORY

The present Hospital of the Saint Creu and Saint Pau is a complex built between 1901 and 1930, it was designed by the Catalan modernist architect Lluís Domènech i Montaner. It was a fully functioning hospital until June 2009 when it changed its function to a museum and cultural center.

Lluís Domènech I Montaner designed the chapel as a ring road pavilion, this means that the facade separates directly the chapel from the street, so it is possible to access to the church from the outside without any contact with patients. The design that we can see today is not the original one, due to some changes made by Pere Domenech I Roura who leaded the construction (1923-1925) after his father’s death.

The first stone  was placed in March the 11th of 1923. But later, in March the 3rd of 1924, his son, Pere Domenech i Roura, redesigned the pavilion of the church. His changes were very respectful to the original project, and practically he just reduced the decor, respecting its structure, volume and dimensions. The facades were more modest, but the modified project still had the majestic cimborio crowned with a dome surrounded by four towers. As we can observe today, this idea was never completed, although it exists a proof that the cimborio was started to be built because it exists five polygonal parts on the roof, which are nothing but the bases of the planned cimborio and towers. Unfortunately, at certain point, due to financial shortages, it was decided not to continue the construction and these incomplete bases were covered with roofs, each one with eight slopes. The only important change compared to the original project was the incorporation of the small pavilion of San Roque, a module attached to the wall and which closed the convent.

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ARCHITECTURAL FEATURES AND GEOMETRY

In general, the structure is supported by load bearing walls in the perimeter plus rounded pillars made of bricks and masonry and steel frame in some parts.

The front part is the main entrance to the church. There are two lines of pillars that separate the central part. Each element is formed by four pillars; these pillars are supporting a vault with a pyramidal cover made of wood and ceramic. The use of wooden ceiling covers is really unusual in the hospital complex, but this is because originally, a much bigger dome was planned for the church. In fact, the drum-shape supporting walls of the wooden ceilings were made in order to be continued with the original dome.

The vaults are different in between each other, adapting to the different cases. In the ambulatory and in the chapel, the vaults have a span of 3-5m. The vaults from central nave have much bigger spans. The one in between the lateral entrances covers 9.6x9.6m2.

Regarding the roof, in this sector it is made by metallic rolled sections and boards made of bricks supported by a second level of pointed arches. The geometry of the roofs is not simple because every part of the apse has a small pointed roof that joins with the main roof that covers the central area.

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DAMAGES AND DIAGNOSIS

The monitoring of the crack in the main nave stopped 2 years ago so we can say that it is of an aesthetic nature, the situation is not concerning from a structural point of view.

It seems that the humidity present in the entire church caused corrosion and expansions of steel and in consequence it has created crack appearance. The position of the cracks corresponds well with the designed location of the steel bars from the original drawings.

The origin of the humidity could have two sources: problems with the drainage system or problems due to the geometric, the wet areas are the places where water can be accumulated-like the lower part of the apses.

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REFERENCES

[1]         P. Salmerón and M. Terreu, “El bloc de la història de l’Hospital de Santa Creu i Sant Pau,” 2016. [Online]. Available: http://desantacreuasantpau.blogspot.com.es/.

[2]         L. Binda, M. Lualdi, A. Saisi, L. Zanzi, M. Gianinetto, and G. Roche, “NDT applied to the diagnosis of historic buildings: a case history,” Proc. 10th Int. Conf. Struct. Faults Repair, no. November 2016, pp. 1–3, 2003.

[3]         J. L. González, A. Casals, A. Dotor, E. García, and B. Onecha, “A masonry tile dome restorarion in Catalonia,” in Construction History Society of America, 3rd Biennial Meeting, 2012, no. 2, pp. 649–651.

[4]         Y. Endo and P. Roca, “STRUCTURAL ASSESSMENT OF THE MASONRY VAULTS OF A PAVILIONS OF HOSPITAL DE SANT PAU IN BARCELONA,” no. October, pp. 14–17, 2014.

Sant Andreu

BRIEF HISTORY

The first historical record of a structure existing on the Saint Andreu’s site is from 966. During that century, the church was destroyed in 985 by Al-Mared and rebuilt in 990 as a temple belonging to the parish of Sant Andreu.

The next mention of its existence is in the XII century. In 1100, the church was destroyed by an Almoravid attack. The community re-built a new Romanesque structure again in 1132.

Due to the industrialization of the XIX century, the town encouraged a significant growth. In 1850 the architect Perre Falques was commissioned to construct a new and larger structure. By 1881 the main structure (naves, alter and dome) were completed and the church opened to the public.

On August 9th 1882, the dome collapsed, killing 7 people and injuring 11 more. To ease public fears and ensure the safety of the new dome, Joan Torras I Guardiola designed a connecting steel frame between the exterior and interior domes. The new dome system was completed in 1885. Between 1889 and 1904 the restoration of the main facade and bell tower was finished.

Only 5 years after its completion, the structure was burned as many other churches in Barcelona during the Tragic Week in 1909. The church was quickly repaired before it was burned and looted again during the Spanish Civil War in 1936. This time, the damages mainly affected the interior and they were not repaired until 3 years later.

The final major event in the XX century which altered the church was the construction of the metro during the years 1965 and 1967. During the construction process some water entered in the tunnels causing settlement of the main facade. The damages induced by these differential settlements were not fixed until 1982 due to a lack of money. This intervention included drilling micro-piles beneath the entrance and first bays of the church and adding two longitudinal (reinforced concrete) beams to tie the front facade to the rest of the structure.

In 2004, a piece of the dome fell, damaging the ceramic tiled roof below. Immediately after the accident, the roof was repaired and a net was added to the dome to prevent future drops. Since that time, a number of investigations have questioned the structural stability of the dome, but again a lack of money hasprevented the implementation of any restoration plans.

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ARCHITECTURAL FEATURES AND GEOMETRY

The church was designed in a Neoclassical style in the late XIX century. Regular stone masonry covers the main facade and the lower half of the unique single bell-tower on the right of the structure. The upper tower and tambour of the dome are finished with clay bricks, while the remainder of the exterior was constructed with rubble masonry, mixing bricks with little stones in a non-homogeneous matrix.

The church consists of a main nave and two lateral naves, in a succession of arches forming a barrel vault. The thrust of the main nave is counterbalanced by a system of buttresses connected by orthogonal walls. These longitudinal walls on each side of the central nave have midpoint arch opening between each arched rib of the barrel vault that lead to the smaller lateral naves. The external roofing of these naves is made of traditional Arabic tiles over timber or concrete beams.

Following the typical cross-plan layout, a large and spacious transept crosses the nave before the apse with a large dome above the intersection. The most notable architectural element of the church is the external ribbed dome, rising from 40 to 60m.

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DAMAGE AND DIAGNOSIS

The loss of material and presence of a white discoloration throughout the church is likely due to the presence of water in the walls of the church. In the lower sections the water has risen from the ground through capillary action. The white discoloration is an indicator of the efflorescence, which has contributed to the loss of superficial material. In the upper sections near the gutter system, the water has entered due to an aged or poor drainage system.

According to the geotechnical survey done in 1975, the crack appearing today in the connection of the brick tower and the masonry facade is related to the construction of the metro in the front of the church.

The longitudinal cracks observed in the three naves are due to a combination of self-weight and an excessive thrust force causing the leaning of the pillars. The inadequate repair that was done applying short steel bars to the intrados, has simply moved the cracks to the edge of the bars.

The three cracks identified in the apse are likely due to compatibility issues maybe because of the presence of various materials. It can be the similar reason of the cracks found in the lateral walls of the main nave.

The radial cracks identified in seven of the eight segments of the upper dome follow the typical crack distribution in masonry domes.

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REFERENCES

[1]         Buxadé, Margarit, and Ferrando, “Restauració de la cúpula del temple parroquial de Sant Andreu de Palomar,” Barcelona, 2007.

[2]         M. A. Lecha Gargallo, “Estudi estructural de l’origen de les lesions de la cúpula de Sant Andreu del Palomar i proposta d’intervenció.” Universitat Politècnica de Catalunya, 01-Jun-2011.

[3]         J. Roca Cornet, Novena en honor de los santos niños Justo y Pastor. Barcelona: Impr. de los Herederos de la Viuda Pla, 1867.

[4]         P. F. Monlau i Roca, El amigo forastero en Barcelona y sus cercanías. 1831.

Sant Just i Pastor

BRIEF HISTORY

The actual church that we can see today was built in 1342 in the same place where there was an old one. The construction started with the lateral chapels. In 1360 the construction of the nave started.

In 1370 there was an earthquake in Barcelona that caused the dropped of some decorative elements such as the rose window, but it didn’t affect the structural elements.

It took many years to finish the building because of economic problems, it is estimated that it was finished between 1500 and 1515. But it wasn’t till 1553 when the construction of the only tower started.

The previous temple to the actual one was found in 1723 and in 1852 the works of excavation to study the old building started.

In 1879, the architect Augusto Font protected a restoration of the church in order to build the missing tower, nevertheless, the only thing that he could do was elevate the tower up to the height of the cornice on the central window, as we can see today.

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ARCHITECTURAL FEATURES AND GEOMETRY

The present church has a Gothic style and it only has one nave. One characteristic aspect is that the main facade only has one semioctogonal tower. The lateral facade consists of a simple set of prisms that form the buttresses with a smooth surface of the lower part.

The interior part is formed by only one nave divided in five parts. In each part there are two chapels at both sides.

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DAMAGES AND DIAGNOSIS

The church has a lot of moisture both inside and outside. This excess of moisture in many areas has led to the emergence of other damages such as loss of mortar joints, the presence of vegetation in facades and internal friezes detachment in the area of the chapels. Many of the cracks are also caused by humidity.

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REFERENCES

[1]         J. Roca Cornet, Novena en honor de los santos niños Justo y Pastor. Barcelona: Impr. de los Herederos de la Viuda Pla, 1867.

[2]         P. F. Monlau i Roca, El amigo forastero en Barcelona y sus cercanías. 1831.

Sant Agustí

BRIEF HISTORY

The original convent was built in the neighborhood of Sant Agustí Vell but during the Spanish Succession War in between 1713-1714, the convent was affected by extensive bombing and the Augustinian monks were forced to leave their old convent and move to where it is nowadays, in the neighborhood of El Raval.

The Baroque structure that stands today was constructed by Pere Bertan at the beginning of 1728. The construction ended in 1750, however, the main facade was never completed. The apse and the transept where built between 1728 and 1731; and the nave between 1731 and 1739.

In 1739, the monks stopped the construction because they were not satisfied with the works. Seven wells were opened to inspect the depth of the foundations. They discovered that there was a great variability in the foundations’ depth. The experts deemed the church unstable and near collapse. However, the experts stipulated that reinforcing elements could be a solution to compensate the problems caused by the low quality of materials and that the foundations could be left alone since they believed the soil was solid enough to support the structure.

Between 1808 and 1814, during the French occupation of the city, the monastery housed soldiers and monks simultaneously.

During anti-religious violence in 1835, the church of Sant Agusti was burned as many other religious buildings in the city. In consequence, the west cloister was turned down.

The fence that created the patio at the north entrance of the basilica was demolished in 1855, and the new free area became the actual Plaça de Sant Agustí.

During the Spanish Civil War (1936-1939) a bomb was dropped in the northeast part of the church which destroyed the east lateral.

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ARCHITECTURAL FEATURES AND GEOMETRY

Saint Agustí church is a typical basilica construction, it is composed of three longitudinal naves, the transept and the choir. There are also lateral chapels at both sides called aisles.

The porch has the same width of the church, this is 33.8 m long and 5.5 m width, with cross vaults and divided by a transverse arch. The main nave is 56.4 m long and 14.5 m width. It has five chapels on each side of 9.9 m width. Each chapel has a cross vault supported by pillars of 1.2x2.4 m2.

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DAMAGE AND DIAGNOSIS

In the main facade, it is observed that Portland cement was used to fill of the main crack as well as the keystone of the principal arch. The crack has opened again, suggesting that the problem is still active and it could be due to foundations problems.

Moisture problems concentrated in the chapels and the bases of the pillars in the interior have been tried to be repaired in recent years, but they have repeatedly appeared.

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REFERENCES

[1]         B. Balidri, “http://www.monestirs.cat/monst/bcn/cbn02agus.htm,” 2011. .

[2]         A. Ventanyol, A. Roca, and J. Palau, “El Contexto Geotécnico de la Ciudad de Barcelona,” Ing. del Terreno. IngeoTer 1. U.D. Proy., p. 24, 2002.

[3]         N. Fre, P. Nou, P. Nou, Z. Franca, and A. Ventayol, “Análisis del ascenso del nivel freático en Barcelona,” Correo la Construcción, 1998.

[4]         M. A. Sargatal Bataller, “La construcción del convento de San Agustín (1728-ca.1800): ingenieros, maestros de obra e impacto en el Raval de Barcelona.,” Rev. Electrónica Geogr. y Ciencias Soc., vol. 16, 2012.

Sant Vincenç de Sarrià

BRIEF HISTORY

The current church of Sant Vicenç was built at the end of the XVIII century, partially, above the remains of the previous Romanesque (XI c.) and Gothic (XIV c.) temples (thus, even in the early years of the church, there was likely a different soil condition between different parts of the church).

The Romanic church existed since the XI c. Later, the church was substituted by a bigger one in a Gothic style in the year 1373. The construction of the actual building was built from 1784 to 1807 and the bell-tower was finished in 1818, according to a project of Josep Mas and Joan Fàbregas.

A lightning strike in 1838 supposedly produced some cracks in the tower and in the first bays. To address the unfinished state of the church (there is no right tower), a project of restoration was committed to Josep Artigas. The whole extent of that restoration is unknown but the lack of money was evident because the right tower still doesn’t exist today.

In 1918, with a new priest, some alterations were made such as the opening of new large windows on the walls of the transept (project by Enric Sagnier).

In 1936, during the Spanish Civil War, the temple was burnt. The building fully resisted but some damage appeared: two holes on the right facade and other localized damages.

Finally, during 1970, an important event that affected the church was the construction of the new line of the train (Rodalies) passing under the church.

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ARCHITECTURAL FEATURES AND GEOMETRY

The Neoclassical style temple of Sant Vicenç has one central nave and two lateral aisles divided into 6 bays. The first one is two-storied for the choir; the central four ones have little chapels; and the sixth one is a wide transept. The crossing is finished with a hemispherical dome. The magnificent presbytery is on a different level and connected to two big chapels.

The facade presents an elaborated decoration with a rose window in its central part, which is made of ashlar masonry with Montjuïc stone. On the left side, a bell tower of 44m is the most significant element. This tower and the lateral walls are made of rubble masonry with regular blocks on the corners. A gable roof covers the nave. Over the inner dome, there is a square cimborio with a tiled roof. Some measurements are:

  • Total width of 25m and total length of 50m.
  • Height of the intrados of the inner dome of 24m.
  • Height of the central nave of 18m.
  • Width of the central nave of 11m.

 

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DAMAGE AND DIAGNOSIS

It can be concluded that the overall structure is currently stable.  Many of the cracks observed do not compromise the stability of the structure to attain a suitable equilibrium such as the compatibility cracks that form under relieving arches or the cracks, visible from the interior, being formed as a result of the statically determinate behavior of arches under loading.

The fragmentation cracks on the front facade and on the lateral wall of the right hand side were most probably caused by settlement of the tower and the construction of the underground tunnel in the 70’s. Nevertheless, by simply observing the cracks, there are no indications that any of them are still active.

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REFERENCES

[1]         C. Muñoz Guerrero and R. Álvarez Antón, “L’Eglésia de Sant Vincenç i la Plaça de Sarrià,” Universitat Politècnica de Catalunya, 2006.

Santa María de Sants

BRIEF HISTORY

Some sources consider that this church is even older than Santa Maria Pi church. Some texts prove that in the year 986 the church already existed.

In 1689, after the “War of Nine Years”, the church was repaired because it had been damaged during the French attacks.

In July the 18th 1936, the church was completed burned by the republicans during the Spanish Civil War and so, only the foundations were stood after the fire.

The church we see today was built around 1940 and 1946 as a project of reconstruction of the older building. The project was ordered to Mr. Romaní. He presented five different projects to the ministry but they didn’t approve them so, he quit. Finally, the construction was done by the architect Duraán i Reynals. He tried to reuse as much as it was possible the original foundations. In February the 11th 1940, the works started.

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ARCHITECTURAL FEATURES AND GEOMETRY

The building has a main and central nave and two lateral naves separated by a double row of arches which finish before the altar and they end into a cruise where the lateral altars are.

The nave is 13m width. The lateral naves, of less width, give access to two chapels at both sides of the apse and to a group of smaller altars.

The new foundations that where built are made of Montjuïc stone masonry, concreted with cement of 3550kg. They are properly linked to the old foundations. The exterior walls are of ordinary masonry and 45cm width.

 

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DAMAGE AND DIAGNOSIS

The origin of some cracks may be due to the construction of additional buildings. Cracks located in the arcs may be related to the use of different materials. We don’t have to discard the hypothesis of differential settlements in the foundations that could have caused cracking.
Moistures may be due to poor waterproofing of the building that is allowing water infiltration or just poor ventilation of the church itself.

 

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REFERENCES

1] Archivo Contemporáneo de Barcelona. Planos y memoria descriptiva del proyecto

[2] Archivo Municipal del distrito de Sants-Montjuïc: Archivo Parroquial y fotografías históricas de la iglesia.

Santa Maria del Pi

BRIEF HISTORY

The building we can see today was constructed on the remains of a previous church. The first reliable reference from the first church dates back to the year 987, but historical documents are lacking to prove it. The construction process of the church we can see today begun around 1320. The last stone was placed in 1391 but the main facade and the bell tower were completed some years later.

In 1428 there was an earthquake in Catalonia and the lateral facades of the church were damaged.

In 1714, during the Succession War, an explosion caused severe damage to the building, in fact, some vaults, windows, walls, pavement and the rose window were destroyed.

Between 1863 and 1880 the church suffered a huge process of restoration where the director of the works, Francesc de Paula Villar, decided to replace all the previous internal elements. During these works, an auxiliary structure to support the keystone of the central vault was erected and some timber members were replaced by steel ones.

The 20th of June 1936, during the Spanish Civil War, an anticlerical group entered in the church and fired it. Due to this event, most of the remaining internal wooden decorations were turned to ash and the rose window was destroyed.

Around 1950, the architect Jeroni Martorell started another period of restoration. The rose window was rebuilt for the second time following the original model, some stones were substituted and the cracks were repointed.

Finally, in 2009, the Gereralitat de Catalunya did some works of restoration to remove the steal placed in the 50’s because the humidity was causing the expansion of the steal and so, they were creating important fissures. It is also planned to waterproof the roof in the future years.

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ARCHITECTURAL FEATURES AND GEOMETRY

It’s a religious building from the latest Gothic.

The structure of the nave is a rectangular body of 54 m long, 16.5 m wide and 28.5 m high. It has 7-axis buttresses of 1.5 m thick at the base, separated 4.5 m approximately each. It was originally built with stone from Montjuïc and with lime mortar joints. This rectangle ends in a polygonal apse formed by six radially disposed buttresses with the same thickness as the above. The ship deck is made up of cross vaults in typical Gothic style.

Attached to the church there is an octagonal belfry of 54 m height. It is structurally detached from the nave, which operates independently, supported on stone walls that at the base have a thickness of 3.5 m. The space between the church and the belfry was tapped to expand the actual area of the building.

 

Santa Maria del Pi G01
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Santa Maria del Pi G01
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Santa Maria del Pi G08

DAMAGES AND DIAGNOSIS

Damages found in the structure of the church do not represent an immediate risk to the structural safety. The cracks close to the rose window were repaired and, by visual inspection, it doesn’t seem that they have reopened. In the added building in 1764 many cracks have appeared, this new construction has part of the structured based on the ground and the other one is based on the original building. Some of these cracks have placed a plaster witness that has not been opened from the 70’s, so it may indicate that the cracks in this place are not active.

The cracks problems found mostly in the facade and the apse seem to be stabilized, however, it requires a detail monitoring to know if it is possible to continue growing.

The material losses are normally due to weathering or compressible stresses. However, some of them could be due to the rehabilitation itself.

To provide electricity and other services to the church, some damages have been done.

Santa Maria del PI D01
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REFERENCES

[1]         “http://basilicadelpi.com/.” .

[2]         T. Vergés i Forns, Santa Maria del Pi i la seva història. Barcelona: La Formiga d’Or, 1992.

[3]         A. Vacas Albala, “Análisis sísmico de catedrales góticas mediante el método del espectro de capacidad,” Universitat Politècnica de Catalunya, 2009.

[4]         P. Roca Fabregat, “Studies on the structure of Gothic Cathedrals,” in Historical Constructions. Possibilities of numerical and experimental techniques, University of Minho, 2001, pp. 71–90.

[5]         N. Fre, P. Nou, P. Nou, Z. Franca, and A. Ventayol, “Análisis del ascenso del nivel freático en Barcelona,” Correo la Construcción, 1998.

[6]         P. Albacinar, “Damage survey and collapse mechanisms due to seismicty in Gothic Churches around Catalonia region and Mallorca,” Universitat Politècnica de Catalunya, 2010.

[7]         http://patrimoni.gencat.cat/es

 

Santa Maria del Mar

BRIEF HISTORY

Santa Maria del Mar was built just in 54 years, from 1329 to 1383. According to historical evidences, the church was partially working even before 1350. The majority of the lateral chapels were already built between 1339 and 1352, and then the head chapels were built between 1360 and 1370. During the construction of the vaults, a temporary wooden roof supported on the transverse arches was covering the place making it functional. The current towers were built in 1496 and 1902.

The church has suffered over and over from basically two types of destructive events: earthquakes and fires.

The first earthquake in 1373 occurred during the construction and it provoked the collapse of part of the eastern tower. But it was reconstructed immediately afterwards.

In 1379 there was a fire that affected almost the entire church and mostly damaged the vault of the second section. The following year those damages were repaired.

In 1428, another earthquake happened. It caused the fall of the rose window killing 20 people, as well as some damage on the facade. Although, the facade was restored in 1459.

The fire of 1936 during the Spanish Civil War affected mostly the old presbytery and the altar. The fire revealed part of the damage caused by the fire in 1379 as well. These damages are confirmed through the photographic survey.

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ARCHITECTURAL FEATURES AND GEOMETRY

The building is made up of three naves with four sections and an altar surrounded by seven chapels with cross-vaults. The total width is 35.30 m and the length 85 m. The top height of the central-nave vault is 32 m. The octagonal piers are 26 m high and the span is 13 m long. Each central section has 13x13 m2 square cross vaults. The height of the lateral vaults is 26 m and hence, it is said to be relatively high considering that they are lateral chapels.

There are two towers in the facade: the eastern tower is 46 m high and the western one is 47 m high. The diameter of the rose window is about 9 m.

The buttresses are 14 m high from the roof of the chapel to the top of the buttress. Some of the buttresses are 1.5 m wide and others 1.38 m. The vaults are built of about 20 cm thick brick. In the central vault the infill is composed of ceramic pieces and the thickness is around 0.7 to 1 m.

The masonry is mainly constituted by Montjuïc stone and lime mortar. Its mechanical properties were characterized in previous studies and are the following: specific weight = 22 KN/m3; compressible strength = 30 MPa; and the elastic modulus = 10 GPa.

Concerning the piers, there is a squared stone in the center, surrounded by four hexagonal stones, forming an octagonal shape. This represents one unit, and each unit is positioned rotating 45 degrees from the lower unit, in order to ensure stability. The higher stiffness and strength of the piers when compared with the other elements of the structure confirm their essential role in the global behavior of the structure. Their height is 26 m and the diameter around 1.5 m.

Sta Maria Mar G01
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DAMAGES AND DIAGNOSIS

The piers are the most damaged structure. Some of them show an important loss of material (mortar and stone) and others show splitting of the material in the corners. This could have also been caused by a high compressible stress concentration but the most probable it was due to the fire.

The interior of the church shows the presence of different colors due to fire. The most obvious is the black discoloration, but other pink and brown parts are also present on the vaults of the naves.

Sta Maria Mar D01
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REFERENCES

[1]         P. Roca Fabretat, “Study of Gothic churches: inspection, monitoring and structural analysis,” in III Jornadas Técnicas Internacionales de Tecnologia de la Rehabilitación y Gestión del Patrimonio Construido : REHABEND 2009, 2009, pp. 1–19.

[2]         J. Sales-Carbonell, “Santa María de las Arenas, Santa María del Mar y el anfiteatro romano de Barcelona,” Rev. d’Arqueologia Ponent, vol. 21, pp. 61–73, 2011.

[3]         P. Roca Fabregat, A. Vacas Albalà, R. Cuzzilla, J. Murcia Delso, and A. Das, “Estudi del comportament sísmic de l’estructura de Santa Maria del Mar, Santa Maria del Pi i la Catedral de Mallorca,” in 2a Trobada de les Egipcíaques: el gòtic meridional català: cases, esglésies i palaus, 2008, pp. 187–203.

[4]         P. Roca Fabregat, “Construction Process, Damage and Structural Analysis. Two Case Studies,” in Sixth Interantional Conference on Structural Analysis of Historic Construction, 2008.

[5]         P. Giráldez, M. Vendrell Saz, F. Gaballé, R. Pero, and P. Roca Fabregat, “La Basílica de Santa Maria del Mar de Barcelona. Estudi històrico-constructiu, materials de construcció i estabilitat estructural,” Barce.

[6]         A. Millán Gómez, Santa Maria del Mar in its context. Edicions UPC, 2003.

[7]         P. Roca Fabretat, A. Vacas Albalà, R. Cuzzilla, J. Murcia-Delso, and A. Das, “Estudi del comportament sísmic de l’estructura de Santa Maria del Mar,” in 2a Trobada de les Egipcíaques: el gòtic meridional català: cases, esglésies i palaus, 2008, pp. 187–203.

[8]         P. Albacinar, “Damage survey and collapse mechanisms due to seismicty in Gothic Churches around Catalonia region and Mallorca,” Universitat Politècnica de Catalunya, 2010.

[9]         J. Murcia Delso, “Seismic analysis of Santa Maria del Mar church in Barcelona,” Universitat Politècnica de Catalunya, 2008.

Sant Pau del Camp

BRIEF HISTORY

There are different theories, depending on the author we read, about the establishment of the monastery. There exist documents that prove that Sant Pau del Camp was functioning as a monastery since 991. It is believed that the monastery was destroyed by Al Mansur’s troops. After that, it was rebuilt and returned to its normal activities in the XI century.

The monastery was again destroyed by Almoravides in 1114, so there was a second founding in 1117 and that new church is the one we see today.

In 1808, during French occupation of the city, the monks were evacuated from the church to use it as a hospital by the French army. From 1811 until 1813 it was occupied by the Italian army (allied of the French) and used as the local headquarter. In 1814, the monastery became a school-novitiate and the conservation of the building was almost lacking. Although the church was returned to the religious order in 1814, the rest of the monastery continued occupied by the French until 1824.

During the anticlerical riots in 1835, the monastery was burnt and demolished like most of the structures in Barcelona.

From 1842 until 1879, the Army whitewashed the cloister with slaked lime nearly every year for sanitary reasons. In 1899, a restoration plan was carried out by the architect Villar I Carmona, he sealed the main damages, cleaned the walls and removed all the lime plaster that covered the stones. In 1904, this phase was finished with the construction of the actual chapel.

In 1909, during the Tragic Week, the church suffered a small fire with no serious structural consequences but the parish house was destroyed. In 1930 the school of Sant Pau was created close to the church.

In 1936, the provoked fire on July 20th caused huge damage. The altars were destroyed and ornaments and artistic pieces disappeared or were destroyed. Some stone areas were damaged, pavements were partial or totally destroyed, as well as every wooden feature.

In 1939, Manuel Rovira begun the restoration works, but as it was a national monument since XIX century, the Spanish government and the city hall took charge of it. These restoration works were carried out during the 40’s and 50’s.

The last important catastrophe that affected the building was a flooding in 1981. Because of a heavy storm, the water reached 1.5 m above the ground level of the cloister. Finally, in 2007 the cloister was totally repaired.

Sant Pau del Camp H01
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ARCHITECTURAL FEATURES AND GEOMETRY

It consist of three main parts: the church, the chapel and the cloister. The plan of the church has the form of a typical Greek cross, characterized by: a square nave with a length of 8.5m and a width of 8m; two rectangular arms of length 4.8 m and 7.3m respectively; a square central part of 8m each side; three semicircular apses with a diameter of 4.5m for the lateral ones and 7.1m for the main one.

A large dome supported on four arches covers the central part. Barrel vaults characterize all the galleries of the church and semi-domes cover the three apses. The church has three-leaf stone-masonry with a total thickness of approximately 1m.

In the right gallery of the church is the chapel: it has an area of 5.3x5.9m2 and it is covered by a Neo-Gothic cross vault. The cloister has a square space of dimensions 14.4x13.2m2. The central part of this space is an “impluvium” that collects rainwater. A gallery of width 2.7m runs all around this space.

Sant Pau del Camp G01
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DAMAGES AND DIAGNOSIS

Overall, Sant Pau del Camp is in very good condition, considering its age, the turbulent past that it has endured and the damaging previous restorative attempts. The building possesses very few structural faults of concern. The exterior of the building has endured the centuries well, suffering from minor decays such as weathering, exfoliation, minor cracking with vegetation growth in these cracks, patina growth and the recent addition of Portland cement mortar. While ideally these damages should be addressed, they are not attacking the structural integrity of the building yet and are of minor to moderate importance.

The interior of the church is also in good condition and offers a welcoming and attractive invitation to visitors. It also possesses decay such as stone exfoliation, mortar loss, cracking of varying degrees of severity, patina and mound growth, fire damage and staining and minor displacements in masonry. These too should be addressed but all can be classified as nonstructural damage which does not warrant large scale intervention.

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REFERENCES

[1]         T. De Aquino Gallissá, La Fundación de la Iglesia de San Pablo del Campo. Leyenda histórica. Barcelona: Arxiu Històric de la Ciutat de Barcelona, 1876.

[2]         A. Hueto Madrid and B. Meca Acosta, “Monestir de Sant Pau del Camp : estudi històric artístic,” 1994.

[3]         J. M. Martí i Bonet, J. Alarcón, E. Ribera, and F. Tena, El martiri dels temples a la diòcesi de Barcelona (1936-1939). Barcelona, 2008.

[1]         T. De Aquino Gallissá, La Fundación de la Iglesia de San Pablo del Campo. Leyenda histórica. Barcelona: Arxiu Històric de la Ciutat de Barcelona, 1876.

[2]         A. Hueto Madrid and B. Meca Acosta, “Monestir de Sant Pau del Camp : estudi històric artístic,” 1994.

[3]         J. M. Martí i Bonet, J. Alarcón, E. Ribera, and F. Tena, El martiri dels temples a la diòcesi de Barcelona (1936-1939). Barcelona, 2008.

[4]         I. Millan Klusse, “Las Relaciones plásticas en el monasterio románico de Sant Pau del Camp : una aplicación del pensamiento del Padro Van der Laan,” 1985.

[5]         J. Puig i Cadafalch, L’Arquitectura romànica a Catalunya. Barcelona : Imprenta Ricard Duran, 1920.