러시아 상트페테르부르크의 CKA 아레나 공원 CKA Arena and Park in St. Petersburg, Russia
A vibrant heart at the center of the newly created park, A park for year-round use, Structural Ring
납작한 돔 모양의 지붕과 역동적이면서 유연한 캔틸레버 구조
러시아 상트페테르부르크에 들어서는 CKA 아레나 및 파크를 짓는 국제설계경기에 세계적인 건축설계회사인 쿱 힘멜브라우가 당선했다.
건물은 쿱 힘멜브라우건축 특유의 역동적이며 유동적인 디자인을 고스란히 반영하고 있다. 흡사 중력을 거스르는 듯 역동적인 캔틸레버 구조물과 지붕은 건물을 촘촘히 엮어주는 구조적 프레임과 어우러져 그 자체로 독특한 멋을 부여한다. 구조 틀 위에 둥근 투구 모양의 지붕이 살포시 얹혀 있는 모양새다. 경기장 지붕은 납작한 돔 모양으로 태양을 향한 측면에는 태양광 패널과 LED 스크린을 장착해 효율성을 더한다.
구조 설계의 특징은 크게 기존 경기장 설계, 플린스 기초, 구조 링과 루프로 구성된 구조 시스템으로 재료와 구조가 최적화되어 있다. 건물의 뼈대를 형성하는 구조 링은 지붕 구조의 추가 지지대 역할을 한다. 기하학적 링의 구조 시스템은 4개의 세그먼트로 구분되며 커다란 개구부를 엮어준다. 벽처럼 생긴 철제 구조물은 경기장 건물 주변의 4개 구역에서 지붕을 지탱하고 있다. 이러한 요소들은 직선 표면으로 형상화되거나 접힌 표면 형상을 두 번째 층의 구조 요소로 보강하고 있다. 링의 강철 구조는 철근콘크리트 구조물을 기반으로 형성하며, 표면 방향으로 수평 브레이싱 기능을 구조적으로 제공한다.
지붕 하부의 안쪽 공간을 감싸고 있는 유리 커튼월은 투명성을 더하며 건물의 육중한 지붕 구조와 대비되어 흡사 날렵하게 공중에 떠 있는 듯한 구조미를 연출한다.
이렇듯 건물은 쿱 힘멜브라우건축 특유의 해체적 건축언어를 맛깔스럽게 표현하고 있고, 주변의 여유로운 공원과 어우러져 상트페테르부르크를 은은하게 밝혀주게 된다. ANN
Planning: COOP HIMMELB(L)AU, Wolf D. Prix & Partner ZT GmbH
Design Principal: Wolf D. Prix
Managing Partner: Markus Prossnigg
Design Partner: Alexander Ott
Project Partner: Benjamin Schmidt
자료_ Coop Himmelb(l)au
Coop Himmelb(l)au’s design follows the tradition of Russian constructivism
At the time of Constructivism, Russia produced unique milestones in architectural history. Artists such as Tatlin and El Lissitzky inspired architects worldwide and redefined the level of artistic aspiration in architecture. The design of the new CKA Ice Hockey Arena in St. Petersburg follows the tradition of this unique era of constructivism, where everything was possible, and translates its expressive, open design language into a contemporary context: the filigree framework of its construction, based on Tatlin's “Monument to the Third International,” is transferred to the flowing, dynamic movement of a person skating around the stadium.
Without changing the existing planning inside the arena, a second, transparent cladding is created, which serves as a supporting structure for the overlying, dynamically cantilevered roof. This filigree construction is only interrupted by arches at those points where the stairs to the ring-shaped plinth are placed. This creates a covered arcade that is protected from wind and rain that can also be used for merchandising shops and food stands. Balconies, which are attached to the thermal shell within these arcades, connect the functional areas inside the arena with the protected outside space and can also be used as lounges and restaurant terraces outside of event times.
A transparent media screen made of LED dots inside the glass envelope communicates the current events over a large area in the area around the arena.
The roof of the arena is shaped like a flattened dome. This is equipped with solar panels on the side facing the sun and equipped with an LED screen above the main entrance, which can be seen from afar.
These measures transform the building into the vibrant heart at the center of the newly created park complex for the people of St. Petersburg, usable around the clock.
The park, with its event and sports areas, is designed for year-round use. It is criss-crossed by two categories of path networks: The first category is straight axes that connect important points in the park and enable quick traversal of the facilities. The vectors of these access routes are derived from a work by El Lissitzky and are symbolic of power and energy. The second category consists of paths that wind through the park and invite you to stroll. Various zones for sports and leisure activities are embedded in these path networks.
The respective zones, with their different functional areas, flow smoothly into one another and are still spatially perceptible for the visitor. At the edge of the zones, spectator stands are integrated into the landscape and protect the respective sports fields from the wind.
Service pavilions for gastronomy are arranged between the various facilities, as well as relaxation areas with shady tree plantings that invite you to linger. Staggered rows of trees are arranged as wind protection towards the street.
Along the arena’s main entrance axis are two ticket boxes upon which sculptures are mounted on the roof, the shape of which being derived from the figure skating figures of Nikolai Alexandrovich Panin-Kolomenkin. The paving is provided in two-tone concrete blocks, which create a flowing pattern that emphasizes the unmistakably exciting nature of this public space.
Structure of the project: The structural design consists of 4 main parts: pre-existing stadium design, plinth base, structural ring & roof. Materials and load bearing systems are conceived according to the structure parts functions and optimized regarding efficiency, on site feasibility and cost-effectiveness.
A structural ring serves as additional support for the roof structure. The ring geometry is differentiated in four segments, which work within the global structural system, and four segments that support only themselves, as well as allow for big entrance openings. The wall-like steel structures support the roof in four different areas around the stadium building. They are shaped as straight surfaces, or reinforce the folded surface geometry with a second layer of structural elements. Members are designed as rectangular hollow cross sections optimized for buckling resistance. Cross-section dimensions are optimized, and vary in gradients to the amount of vertical load transfer. The steel structures of the ring also provide horizontal bracing in it’s surface direction. They furthermore rest on the plinth building base, which is mainly designed as a reinforced concrete structure.
A spatial steel truss system based on a bi-axial layout composes the light-weight roof structure. The structure of the roof is developed hand-in-hand with the pre-existing stadium design. The beam layout respects and adapts to the preexisting structural axis around the stadium bowl. It uses predefined support points. Truss directions are aligned with the main cantilevering directions, which creates a more efficient force flow towards the most cantilevering parts of the roof. The spatial truss structure is further subdivided in mega-trusses and secondary beams, which allow for a shortened span distance for the roof-skin construction. Top and bottom girder are designed as simple shaped cross sections, which allows for simple standard details for all joints. Diagonal members are designed as rectangular hollow cross sections optimized for buckling resistance. The height of the spatial truss structure is adjusted to the force flow – close to supports and at areas in the middle of bigger spans the structural height is bigger – the edges of the structure are kept slender.
The existing stadium design consists mainly out of elements in reinforced concrete. Columns and walls transfer the main vertical loads towards the ground. Concrete cores as well as wall elements brace the building in horizontal direction and transfers the main horizontal loads towards the ground. Plinth The base plinth structure is designed in reinforced concrete columns, walls and a beam construction with a lightweight concrete slab.
The foundation of the building is designed as a raft foundation with a minimum thickness of 1m with local thickening in areas below the columns. In areas of large concentration of high loads (such as the structural ring segments) the thickness of the raft foundation increases. Bored Piles transfer the loads from the foundation plate to the loadbearing ground.
Planning: COOP HIMMELB(L)AU, Wolf D. Prix & Partner ZT GmbH
Design Principal: Wolf D. Prix
Managing Partner: Markus Prossnigg
Design Partner: Alexander Ott
Project Partner: Benjamin Schmidt
Project Team: Poltak Pandjaitan, Tyler Bornstein, Balbina
Scheitnagl, Shir Katz, Eren Adan
3D Visualization: Constantin Papachristopoulos,
Christos Grapas, Iraklis Alexandros Kallioras, Tudor Sabau
Graphic: Jan Rancke
Structural Engineering: B+G Ingenieure Bollinger und Grohmann GmbH | Vienna
Prof. Klaus Bollinger, Moritz Heimrath, Adam Orlinski
Facade Engineering: B+G Ingenieure, Bollinger and Grohmann S.a.r.l. | Paris
Niccolo Baldassini, Nicolas Polaert
Lighting Design: a·g Licht GbR Planungsbüro | Köln
Wilfried Kramb
Landscape Planning: Rajek Barosch Landschaftsarchitektur | Vienna
Oliver Barosch
Traffic Planning: Rosinak & Partner ZT GmbH | Vienna
Philip Rosinak
Project Data ARENA
Gross Floor Area (Public Benefits): 14.699m²
Length: 333m
Width: 265m
Height: 59m
Facade Area: 22.178m² (incl. 11 631m² LED Screen)
Roof Area: 65.519m² (incl. 11 680m² Solar Panels)
Seats: 23.206
Project DATA Park
Park Program
Kids World: Family recreation zone, Entertainment zone, equipped with a children's playground complex, sandboxes, slides, swings, climbing figures, balancers, spiral nets, and other playground equipment
Ice World: Facilities for the arrangement of a festival area; Facilities for ice rink area for public skating, organized in cold season in the festival zone
Sports area: Athletic track for training sessions of masters, children's youth sports schools and other visitors, Sports grounds for game sports, Football field with the possibility of dividing the football field into at least 3 smaller ones (year-round use can be provided) In addition the football field shall locate 1 hockey field on the area of the football field
Urban Island: Facilities intended for outside activities (skate park, exercise equipment zones, climbing zones, etc. can be provided)
General Facilities: Mobile and stationary stands, construction of a sports pavilion (changing rooms, storage rooms, medical facilities, rental may be provided); Administrative and technical rooms (pavilions) for the operation of the Park (entrance groups, security posts can be provided, Multifunctional pavilion for sports and leisure activities
Site Area: 300.096m²
Gross Floor Area (Functions): 126.500m²
Green Area : 78.000m²
Parking spots: below ground: 24.066m², above ground: 18.400m²
즐겨찾기 추가
