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.

Cathedral Barcelona – Cloister

BRIEF HISTORY

The construction of the Santa Eulalia’s Cathedral was carried out during the centuries XII, XIV and XV but, since then, it has suffered a lot of interventions and restorations during the years. In 1298 the construction of the Gothic Cathedral started, but it was not until 1401 when the cloister was built. There were different architects involve along the construction: Beltrán Riquer (1298), Arnau Bargues (1398-1408), Jaime Solá (140 - 1412) and Carles Baltés de Ruan (1408).

There was a sequence of earthquakes in Barcelona between 1427 and 1428, but there were no important damages in the cloister.

In 1890, a renovation of the cloister’s garden was done.

A religious residence was constructed in 1965 above the cloister in the southeast side with access from the sacristy. And in 1969, it was built a historical archive above the cloister in the Northeast side and a reform of the roof was done to fix the humidity problems.

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ARCHITECTURAL FEATURES AND GEOMETRY

There are three entrances to the cloister: one from the Cathedral (Number 2 in the image of the plan), in Romanesque style from the former Romanesque church, and two from the street (numbers 3 and 4).

The Gothic cloister has a square shape (21x28.70 m2 the inside square and 62x44m2 the exterior one). The galleries are roofed by quadripartite pointed vaults, which create four galleries and twenty chapels around the central patio.

The structural material used for the cloister, as well as for the whole Cathedral, was Mountjuïc stone.

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DAMAGE AND DIAGNOSIS

The general condition of the structure of Barcelona Cathedral Cloister is good. None of the cracks and damages founded during inspection are dangerous for structural stability. The crack appeared mainly due to adjustment of masonry to natural deformation of structure, for example caused be soil settlement and due to anthropogenic activities.

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REFERENCES

[1]         J. M. Marti I Bonet, La Catedral de Barcelona: Historia i Histories. Barcelona, 2010.

[2]         J. Bassegoda i Nonell, “Restauracions de la Catedral de Barcelona,” Butlletí la R. Acadèmia Catalana Belles Arts St. Jordi, vol. 2, pp. 7–22, 1988.

[3]         J. Bassegoda i Nonell, “El sepulcro de Santa Eulalia de Barcelona,” Boletín la Real Acad. Bellas Artes San Fernando, vol. 58, pp. 123–158, 1984.

[4]         J. Bassegoda i Nonell, “El VII Centenario de la Catedral de Barcelona (1298-1998),” Boletín la Real Acad. Bellas Artes San Fernando, vol. 87, pp. 103–118, 1998.

Cathedral of Barcelona – Nave

BRIEF HISTORY

Other constructions stood in this location prior to the Gothic building. The first of them was a Paleocristian basilica which already existed in the IV century and was severely damaged by Almanzor in 985. A Romanesque Cathedral was built on top of it during the XI century, which would be later coexisting within the Gothic Cathedral while the last one was being constructed.

The works of the Gothic Cathedral began in 1298 by Bertrán Riquer. The construction progressed rather slowly and the main building was not completed until 160 years later.

At the beginning of the XV century, the builders Jaime Solá, Arnaldo Bargués and Carlí Galtés de Ruán continued the construction during 1410 and 1430. They built the lower half of the temple and the cloister.  In 1423 the old Romanesque dome was demolished.

At the beginning of the XV century, the Bishop Sapera ordered the construction of a new part containing the dome after the choir. In order to support the weight of the new dome, the lateral buttressed had to be strengthened. Two new buttresses inside the mayor facade and two pillars in front of the back choir were also needed to be built. These pillars are much thicker that the pillars of the rest of the cathedral. The massive facade did not stand complete until year 1889. Until then, it had the appearance of a simple wall. In 1913 the architect Augusto Font finished the 70 m high central spire.

The Cathedral suffered some damage during the siege of Barcelona in the Succession War by the duke of Berwick in 1714. Other minor damages were caused in 1938 due to a bombing during the Spanish Civil War; but, in general, it has been kept without any alteration of its integrity. However, as the dust and the smoking from the candles had darkened the walls, piers, vaults and, even, windows, a program of cleaning and restoration was carried out in 1968-72 by Juan Bassegoda Nonell. The latest renovation was finished in 2011 and included the front facade and the dome.

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ARCHITECTURAL FEATURES AND GEOMETRY

The whole Cathedral was built with Montjuïct stone, typical stone used in Barcelona. The mayor altar was made of white marble.

The church is 93 m long and 40 m wide. The octagonal clock towers reach a height of more than 50 m. The spire of the central tower reaches a height of 90 m.

The central nave of Barcelona’s Cathedral spans 12.8 m and has a maximum high of 25.6 m. The span of the side aisles is equal to one half the span of the nave.

The plan of the temple shows a very unconventional lay-out in which the dome is not erected over the crossing but over the first bay of the nave close to the facade, while the crossing is delimited by the two majestic clock towers, more commonly part of the facade.

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DAMAGE AND DIAGNOSIS

One of the mayor damages that have been observed in the piers are the cracks. The origin of these cracks is likely to be related to the construction of the dome. Other types of cracks have also been observed in other piers at the right side of the cruise. Their origin is already unknown.

The original (lower) arches showed significant deformation prior to the construction of the new dome. For this reason, new arches were built to sustain the new construction. It is shown by a computer analysis undertaken by Pere Roca and Climent Molin that the deformation of the original structure is caused by the dead load of the original system. These original arches have an inadequate, semi-circular shape with bluntness and thus are not strong enough to sustain the deformation of the piers. The cracks that can be seen nowadays have probably appeared during the construction of the dome.

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REFERENCES

[1]         P. Roca Fabregat, “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. M. Marti I Bonet, La Catedral de Barcelona: Historia i Histories. Barcelona, 2010.

[3]         A. Font y Carreras and B. Asociación de arquitectos de Cataluña., “La catedral de Barcelona; ligeras consideraciones sobre su belleza arquitectónica.” Domicilio social, [Barcelona], p. 30 p., 1891.

[4]         J. Bassegoda i Nonell, “Restauracions de la Catedral de Barcelona,” Butlletí la R. Acadèmia Catalana Belles Arts St. Jordi, vol. 2, pp. 7–22, 1988.

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

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.

 

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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.

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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.

Sta Maria Mar H01
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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.