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Nakagin Capsule Tower

Nakagin Capsule Tower
Nakagin.jpg
General information
Type Residential, office
Architectural style Metabolism
Location Tokyo, Japan
Coordinates 35°39′56.20″N 139°45′48.20″E / 35.6656111°N 139.7633889°E / 35.6656111; 139.7633889Coordinates: 35°39′56.20″N 139°45′48.20″E / 35.6656111°N 139.7633889°E / 35.6656111; 139.7633889
Construction started 1970
Completed 1972
Technical details
Floor count 13
Floor area 3,091.23 m2 (33,273.7 sq ft)
Design and construction
Architect Kisho Kurokawa

The Nakagin Capsule Tower (中銀カプセルタワー Nakagin Kapuseru Tawā?) is a mixed-use residential and office tower designed by architect Kisho Kurokawa and located in Shimbashi, Tokyo, Japan. Completed in 1972, the building is a rare remaining example of Japanese Metabolism, an architectural movement emblematic of Japan's postwar cultural resurgence. It was the world's first example of capsule architecture built for permanent and practical use. The building still exists but has fallen into disrepair. As of October 2012, around thirty of the 140 capsules remained in use as apartments, while others were used for storage or office space, or simply abandoned and allowed to deteriorate.

The building is composed of two interconnected concrete towers, respectively eleven and thirteen floors, which house 140 self-contained prefabricated capsules. Each capsule measures 2.3 m (7.5 ft) by 3.8 m (12 ft) by 2.1 m (6.9 ft) and functions as a small living or office space. Capsules can be connected and combined to create larger spaces. Each capsule is connected to one of the two main shafts only by four high-tension bolts and is designed to be replaceable. No units have been replaced since the original construction.

The capsules were fitted with utilities and interior fittings before being shipped to the building site, where they were attached to the concrete towers. Each capsule is attached independently and cantilevered from the shaft, so that any capsule may be removed easily without affecting the others. The capsules are all-welded lightweight steel-truss boxes clad in galvanized, rib-reinforced steel panels. After processing, the panels were coated with rust-preventative paint and finished with a coat of Kenitex glossy spray.

The cores are rigid-frame, made of a steel frame and reinforced concrete. From the basement to the second floor, ordinary concrete was used; above those levels, lightweight concrete was used. Shuttering consists of large panels the height of a single storey of the tower. In order to make early use of the staircase, precast concrete was used in the floor plates and the elevator shafts. Because of the pattern in which two days of steel-frame work were followed by two days of precast-concrete work, the staircase was completely operational by the time the framework was finished. On-site construction of the elevators was shortened by incorporating the 3-D frames, the rails, and anchor indicator boxes in the precast concrete elements and by employing prefabricated cages.


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