CREDITS
CLIENT: ALLIANZ
DEVELOPER: INMOBILIARIA INVERFÉNIX S.A.
GENERAL CONTRACTOR : NECSO ENTRECANALES CUBIERTAS
BUILT AREA : 21.989 m2 sobre rasante y 7.069 m2 bajo rasante.
SITE AREA : 13.191 m2
Commencement of works: Noviembre 1999
Completion of works: Agosto 2001
35,
RAMIREZ ARELLANO OFFICE BUILDING
2002-2002. MADRID
OFFICE BUILDING AND GARAGE IN Nº35, RAMÍREZ ARELLANO St.- MADRID
The building has 7 floors on the grade line (G+6) for office purposes and
two floors under the grade line used as garage-parking, with a built surface
of 21,989 m2 on the grade line and 7,069 under the grade line.
The plot where the building is located has a surface of 13,191 m2.
In the project of construction of the building were included the renovation
works of a garage-parking located within the plot, with two floors under
the grade line and a built surface of 3,585 m2, the adaptation of the roofing
of such garage-parking in order to transform it into an outdoor parking
and, finally, its connection with the garage-parking of the new building.
SITING
The construction plot was occupied by several buildings that the savings
bank CAJA MADRID used as Computer Centre. The garage-parking mentioned above
is the only structure that was kept from the original buildings.
BASIC CRITERIA
Planning of the building
Basically, what we have tried to achieve is to make the building flexible
enough to house several companies in offices of different surfaces, with
a minimum surface that we call "basic module". We have also tried
to prepare the building in order to be used by one or several big companies.
Considering the funds available for the construction and exploitation of
the building, the ideal solution was to construct a single building and
reduce to a minimum its public areas. This building should also have the
necessary features in order to be divided into segments, both on the floor
level, with the aim of obtaining offices of different sizes, as well as
vertically, in order to use these segments as independent buildings.
Visibility
The conditions of the plot, among them the fact of having facades opening
onto opposite streets, allowed us to place the Ground Floor level 1.50 m
above the average height of the line that links the midpoints of both facades.
The position, as well as the volume of the building planned, allow a perfect
view from the surroundings and, more specifically, from Avenida de América
St. and the M-30 ring road.
Accessibility
The access is located on the highest point of Ramírez Arellano St.
and consists of a road that connects with the lobby of the Ground Floor
of the building.
Such road, with entry and exit from Ramírez Arellano St., is used
by pedestrians and vehicles to access the building and the subterranean
parking.
The position of the building allows to recover the topography that existed
prior to the current building structure. This is done by elevating the level
of the plot and matching the level of the structures in the boundaries with
that of the adjacent plot.
Taking into account that Ramírez Arellano is a tree-lined street,
we planned to place trees on the surface parking, while leaving the non-asphalted
plot covered with grass, small flowers and centres of bushes.
Use of the space under the grade line
Two floors have been executed under the grade line level. These are accessed
through the main centre of the building via three groups of communications
consisting of three lifts each, as well as via three stairs compartmentalised
following the pattern of the stairs located above.
Installations
The three technical blocks of the top floors also pass through the two floors
located under the grade line. Such blocks are connected with the areas corresponding
to the installations rooms that are located perimetrally to the main centre.
Garage-Parking
Although the original plan envisaged a building with a single operational
parking, due to the connection that exists between the different modules
and to the fact that the building is located in a single plot, there are
two areas with different characteristics: firstly, the one that includes
the new building and, secondly, the existing parking.
a) New parking
In the corners of the new parking are located three emergency stairs that
have been compartmentalised in accordance with the centres of the ground
floor, with a lift in the main centre devoted exclusively for maintenance
purposes.
The parking floors are connected with two one-way ramps. There is a total
of 224 parking spaces.
The roads found inside the parking are one-way roads.
b) Existing parking
The connection between the two parking areas is done from the first basement
of the new building to the second basement of the existing parking. This
is possible because both basements are placed at the same level.
The floors of the existing parking, including the outdoor area, are linked
by a two-way ramp. There is a total of 93 parking spaces.
Inside, we find one-way roads as in the new parking.
This parking has two centres of emergency stairs, one is located opposite
to the parking and the other is located at a certain distance. Such stairs
communicate the two basements all the way through to the outside exit.
AESTHETIC CRITERIA
From the aesthetic point of view, the building has been designed in the
shape of an equilateral triangle, with facades slightly curved with regard
to their central axes. Following the extension of such axes, we find the
centre of the circumference that defines the facades.
In the horizontal plane, the modulation has been planned in multiples of
0.60 m and, in the vertical plane, the modules planned measure 0.95 m and
1.15 m.
The sequence of three modules of 0.95 m coincides in the vertical plane
with the clear height of each of the floors (2.85 m). A module of 1.15 m
coincides with the space necessary for the framing and for the location
of the installations. This four modules together determine the total height
of 4 m of the floors.
The closure of the facades will be done with a curtain wall, made up of
sections and panels of varnished aluminium, as well as glass volumes with
workable elements. This closure can be totally dismantled.
The composition of the glass volumes in the vision areas consists of a thermoacoustic
CLIMALIT glazing made up of a COOL LITE PB 108 SECURIT glass of 10 mm in
the exterior, and an air chamber of 12 mm and a STADIP SILENCE sheet in
the interior, this latter is made up of a PLANITHERM glass of 4 mm and a
PLANILUX glass of 4 mm.
FUNCTIONAL CRITERIA
From the fuctional point of view, the building has been divided in modules
according to a basic reticle of 0.60 m x 0.60 m in the horizontal plane,
which is used as base for the dimensional coordination of the different
elements of the building.
The bay, otherwise centreline, between the external and internal facades
measures around 14.40 m, which is equivalent to 24 modules of 0.60 m. This
allows to lay out a central corridor with offices facing both facades, offices
facing a single facade and areas of landscape offices. In all cases, we
have kept natural light and, according to our experience, this can be achieved
by placing bays of a similar width.
The solution planned consists of six basic modules that allow to rent office
spaces that range from 444.84 m2 (a single module) to 2,669.04 m2 (six modules).
The six modules are organised around a central area in which are located
three groups with three lifts each, three centres of stairs and three technical
blocks of air-conditioning installations, ventilation, fume extractors,
electricity, telephony and communications, installations control, plumbing,
fire extinguising elements, etc.
In each of the technical blocks there will be a room to locate the electronic
material for communications. In one of these blocks will be placed a cleaning
room for the public areas.
In each of the external angles of the building are located three external
emergency stairs with a lift on their centre for maintenance use. Next to
these areas are located the toilets corresponding to each of the basic office
modules.
En cada uno de los vértices exteriores del edificio se sitúan
tres escaleras de emergencia (entoces esto spupone un total de nueve ¿es
esto cierto?) que se desarrollan abiertas al exterior, con un ascensor en
su parte central para utilización por el servicio de mantenimiento.
Junto a estas zonas se sitúan las dotaciones de aseos correspondientes
a cada uno de los módulos básicos de oficinas.
The central court gives light to the central group of lifts and it is used
as an access to the offices. The other three courts give light to the offices
as well as providing light and ventilation to the stairs.
TECHNICAL SPECIFICATIONS
FOUNDATION LAYING
All the supporting structures of the building transmit loads to a deep fundation,
formed by groups of piles. These groups of piles are linked on the head
by reinforced concrete pile caps on which the supporting structures rest
directly.
The pile caps are tied up transversely by a bridging joist reinforcing the
foundation in order to face possible horizontal movements or uneven settlements.
The perimetric walls of the basements rest upon a reinforced concrete base
that is also used as bridging for the pile caps of the supporting structures
located in the facade.
STRUCTURE
Description of the structure
The dimensions of the building on the ground plan make it necessary to divide
it into three symmetrical sections through expansion joints. Each section
includes an angle of the building and a half of the two adjacent sides.
The fact that the office floor is an open-plan one generates lights of almost
14 m and a framing structure different from that of the basement, where
the lighting is moderate because of the existence of a greater number of
supporting structures.
This means that the structural typology of the basements is different from
that of the rest of the building.
The basements and the ground floor have been carried out using a perimetric
wall of prefabricated reinforced concrete.
In the office floors, the framing consists of a folded PELSA 57/170 sheet
of 1 mm thick, which is only used as formwork for a reinforced concrete
slab of 12 cm thick. This framing rests upon laminated sections of A42-b
steel in the areas with moderate lighting and upon open web girders in the
areas with strong lighting.
FACADES
CURTAIN WALL
The facade has been solved by using a self-supporting fixed curtain wall
with straight and polygonal plan, and with some glazed areas and some covered
areas.
GLAZED AREAS
Vision areas
- Double glazing composed of exterior COOL-LITE glass 10 mm thick, BLUE
PBN-108 or GREY SS-308, depending on the areas, air space chamber of 12
mm and Stadip SILENCE glass 8 mm thick, made up of a PLANITHERM glass and
a PLANILUX glass.
Opaque areas
Glass tempering
- Glazing composed of tempered COOL-LITE glass 10 mm thick, BLUE PBN-108
or GREY SS-308, depending on the areas, and internal insulation panel made
up of an external varnished aluminum sheet, insulation and a galvanised
sheet 1 mm thick in the interior.
COVERED AREAS
With insulation
- Blind panel with supporting structure and auxiliary structure made up
of galvanised sections.
The blind panel is composed of an aluminium sheet divided into various modules
3 mm thick and superficially treated with electrolytic coloured anodising,
insulation and a galvanised sheet 1 mm thick in the interior.
Without insulation
-Blind panel with supporting structure and auxiliary structure in galvanised
sections.
The blind panel is composed of an aluminium sheet divided into various modules
3 mm thick, superficially treated with electrolytic coloured anodising.