The Park Tower, built solely of concrete
Mona Raju, Architect
Envisaging the tower
The Park tower, addressed at 800 North Michigan Avenue in Chicago, stands skyward
at an imposing height of 844 ft (257m). Before its erection, the site was
previously occupied by 16-storey Park Hyatt hotel, which was built in 1960. Despite
having carved a benchmark for itself amongst other skyscrapers, the tower was built
without eliminating history. It utilizes the space of Perkins, Fellows & Hamilton
Office and Studio, which was built in 1907. The facade of that building was retained
and the tower was 40 feet away from it to give the former facade an illusion of
a free standing building. The property spans across a street that prefaces the “Great
Chicago Fire” of 1870. Completed in 2000, the tower bears 70 floors, out of
which 67 floors are assigned for practical use. Even though the magnificent Hancock
Centre stands across the Michigan Avenue, the tower is not eclipsed by its neighbour.
It has been declared the 11th tallest building in Chicago. Considering
the whole of the United States of America, it stands at
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a proud 35th spot in the list of its tallest buildings. Apart from these
notable endowments, it has been announced the 83rd tallest in the world
by architectural detail. The tower dwells as a multi-utility building. It is one
of the tallest buildings in the world that lack a steel frame, constructed of concrete.
Populous Honours
Distribution of Spaces
It has been designed by an illustrious Chicago-based architectural firm, Lucien
Lagrange Architects. The first 20 stories of the tower are occupied by the Park
Hyatt Hotel, which a five star hotel housing 203 rooms. The rest of the 47 floors
are allotted to Luxury residential spaces which account to 117 of them in total.
The top 8 floors occupy the entire floor, which sums up to about 8,600 square feet
of area. The Park Tower was formerly intended to be constructed at 650 ft (198 meters)
in height. Subsequently, the ceilings we raised to reach 12 feet, allowing the building
to extend to a height of 844 ft. This increase in the ceiling heights enhanced the
feel of “luxury” in the residential condominiums. The total usable area
is divided into the following categories:
- 193,000 square feet (17,930 square meters) allotted to the Park
Hyatt Hotel.
- 475,000 square feet (44,129 square meters) allotted to residential
occupancy.
- 20,000 square feet (1,858 square meters) allotted to retail space.
- 92,000 square feet (8,547 square meters) allotted for
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parking The mechanical equipment assembled on the 68th floor
of the tower is large enough to be considered as equal to three floors in area.
The retail space includes the likes of Giorgio Armani. A small portion of this space
resides in its landmark, established in 1917. The residents occupying the tower’s
condominiums are allowed the advantage of access to the Park Hyatt hotel’s
amenities and services.
Striking features
The fundamental elements of the external facade are vertically accented in the building’s
architecture. The architect’s approach is envisaged on the building as an
arrangement of recurrent courses of tinted windows positioned into warm gray spandrel
(describes a space between two arches or between an arch and a rectangular enclosure)
panels. The external structural columns are cladded with Buff limestone. Recessed
balconies have been intentionally curved to soften the corners, where they are symmetrically
placed.
Form Work
The Scaffolding and the Formwork system was custom designed by PERI and were commissioned
to supply the formwork for the foundations, retaining walls, columns, walls and
floor slabs of the Project. The use of the SKYDECK aluminium panel slab formwork
in connection with the MULTIPROP props proved to be especially advantageous for
the floor slabs. The aluminium parts of this system are very light. The heaviest
component, the SLT 225 main beam, weighs only 15.4 kg. With SKYDECK the floor slabs
in the core area could be quickly formed by hand – without crane support.
ACS self climbing system was also adopted for the project. Functional details below;
ACS R Climbing System
SKYDECK Aluminium Slab Formwork System
- With the SKYDECK drophead system, striking can be carried out after only one day
(depending on the slab thickness and strength of the concrete). The drophead is
released with a hammer blow which causes the formwork to drop 60 mm (panels and
main beams). The panels can be separated easily from the concrete and immediately
used for the next cycle. Furthermore, on-site material requirements are reduced.
The SKYDECK main beam reduces the number of props needed – only one prop is
required per slab area of 3.45 m² for thicknesses up to 40 cm. This saves time
and simplifies the transportation of formwork materials across the site. Systematic
assembly and a high degree of safety for standard bays as well as the slab edge
is achieved using SKYDECK platforms. The SLT 375 main beam provides a cantilever
of approx. 1.30 m. The GS-approved SKYDECK SDB platform together with a foldable
handrail frame is safely positioned by means of the SSH shuttering aid. The SKYDECK
platform has a safe working load of 150 kg/m². SKYDECK panels as well as main
beams are equipped with self-draining edges. The edges of the panels are undercut
which ensures cleaning is kept to a minimum and thus shorter shuttering times.
SKYDECK Aluminium Panel Slab Formwork
Light props with high load-bearing capacity
MULTIPROP post shores are made of aluminium which means they are very light. For
example, the MP 350 can be extended from 1.95 m to 3.50 m but weighs only 18.8 kg.
The patented profile along with the actual construction of the MULTIPROP prop allows
a considerably longer service life than is possible with steel tubing. MULTIPROP
post shores have an integrated measuring tape which guarantees accurate prop adjustment
without the need for any time-consuming measurements. Due to the continuous thread
on the inner tube, each MULTIPROP prop can be used for areas with large heights.
1. Courtesy Peri Fact Sheet
Understanding the tower’s structure and finial
The Park Tower is crowned by a copper mansard roof. A Mansard or Mansard roof in
architecture refers to a style of hip roof characterized by two slopes on each of
its four sides with the lower slope being much steeper, almost a vertical wall,
while the upper slope, usually not visible from the ground, is pitched at the minimum
needed to shed water. This form makes maximum use of the interior space of the attic
and is considered a practical form for adding a story to an existing building. Often
the decorative potential of the Mansard is exploited through the use of convex or
concave curvature and with elaborate dormer window surrounds.
It was popularized in France by the architect Francois Mansart (1598 - 1666). His
treatment of high roof stories gave rise to the term "Mansard roof" (toiture A la
Mansarde). Sections of the Louvre, such as the central portico of the Richelieu
Wing, display this style of roof. Practically, this form of roof helps in expanding
another storey to the existing building, hence allowing maximum utilization of space.
This roof fulfils the purpose of being aesthetic and ornamental, apart from being
functional. The tower’s identity is enhanced on an account of the contrast
in the roof’s colour and form. Functionally, it is a 300-ton tuned mass damper,
which refers to a structural device that reduces the horizontal movement linked
with lateral wind loads. It has been noted as the first building in the United States
that has been designed with the aid of a tuned mass damper from the outset. Due
to its elephantine mass, the damper has inertia that prevents the building from
swaying in strong winds. Another reason why this system was employed is because
of the limited footprint of the building, about 28,000 square feet (2,601 square
meters) in area. Although numerous other skyscrapers have employed the anti-sway
system, they were introduced into the building at a later stage and not whilst construction.
Further recognition
It is one of the tallest buildings in that world that has been cladded with architectural
pre-cast concrete. It also swanks of being one of the tallest towers in the world
that stands on a non-steel framed structure. It is a structure that is composed
exclusively of concrete frames that have been cast-in-situ.
Queer facts
- During the inauguration
of the tower, one of the cheif selling points was the outlook of the stretch of
the city from the hotel bathtubs.
- The pendulum, located at
the top floor of the building hosting mechanics, weighs about 400 tons.
Facts Sheet
- Location: North-East corner of North Michigan Avenue and Chicago
Avenue.
- Architect: Lucien Lagrange.
- Structural engineer: Chris Stefanos Associates.
- Developer: LR Development.
- Construction onset: 1998
- Construction completion: 2000
- Facade Material- Concrete
- Facade System- Curtain Walling
- Formwork System-Peri