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Hiroshi Nakamura & NAP：这座婚礼教堂坐落在广岛尾道的度假酒店“Bella Vista Sakaigahama”的花园中。教堂位于半山，在这可以欣赏到日本内海的全景。我们通过缠绕两个螺旋楼梯，创建了一个前所未有的建筑，并以一种纯粹的形式体现了婚姻。单个螺旋楼梯在水平方向上来说不够稳定，在垂直方向上容易产生振动，因此极不稳定。
Hiroshi Nakamura & NAP：This wedding chapel stands in a garden of a resort hotel, “Bella Vista Sakaigahama,” in Onomichi, Hiroshima. The site is midway on a hill enjoying a panoramic view of the Inland Sea of Japan. By entwining two spiral stairways, we realized a free-standing building of unprecedented composition and architecturally embodied the act of marriage in a pure form. A single spiral stairway would be unsteady in a horizontal direction and is prone to vibration in a vertical direction, hence, very unstable.
By joining two spiral stairways so that one supports the other, we produced a free-standing structure. Just as two lives go through twists and turns before uniting as one, the two spirals seamlessly connect at their 15.4m summit to form a single ribbon. At the core of their movement is a chapel where the people who have supported the bride and groom are waiting. The chapel aisle looks toward an existing symbol tree. The altar stands before the tree, and 80 seats are positioned for views to the ocean through the trees.
Ordinarily, a building is composed of distinct elements: roof, wall, and floor. Here, however, the entwining stairways perform as roofs, eaves, walls, and floors to produce the building’s spaces. The stairways widen in breadth in response to location and function, such as at the summit where the couple meets, in directions having fine views, and in places where the eaves must be deep to shield the interior from the sun.
The building’s exterior is finished in upright wood panels, painted white so as to deepen in beauty as time passes, and titanium zinc alloy, a material resistant to damage from the sea breeze and pliable enough to be applied to curvature. Employing the zinc alloy on the coping, walls, ceiling, and window sashes enabled a simple design unified by means of a single material.
The building type of wedding chapels has always followed a route configuration. The bride walks down the aisle with her father, and after the ceremony, the same aisle becomes a route of departure for the bride and groom. In the process of walking this path, every step awakens memories and emotions. Fortunately, in this chapel, the ceremony also takes form as the bride and groom climb separate stairways to meet at the top, ask for heaven’s permission to join as one, and declare their marriage. The two, who have lived separate lives, then walk back down the stairway together. The simple building is composed only of paths, along which sceneries of ocean, mountains, sky, and distant islands successively appear and disappear. Although it is only a small building, we endeavored to accommodate the emotions of the bride and groom and the thoughts of the celebrants by extending the aisle to a total length of 160m and expanding the range of experiences. (Hiroshi Nakamura)
By connecting the four points in four directions where the two stairways approach closely together with coupling elements, we produced a three-dimensional hoop effect for restraining the outward swell and a three-dimensional brace effect for resisting horizontal forces there by making the two spirals mutually supporting and self-standing. The 100mm-diameter intermediate posts of solid steel which only support the vertical load, sorely support the inner spiral. The outer spiral is coupled to the inner spiral in the form of an overhang. In order to lighten the volume of steel frame in the upper portion, we used a pendulum-type base isolation device for lightweight buildings. At three locations in the outer spiral staircase where we felt the greatest concern about footfall-induced vibration, we established an overhang-type tuned mass damper (TMD) to control the vibration.
▼丝带教堂结构模型 Structural model
可以预见，当脚手架被拆除时，建筑将在其自身重量下将经历最大30毫米的旋转沉降，这有可能导致中间立柱倾斜，因此，我们开发了一个应用了与导致沉降的预定自然旋转力相同的反向扭矩的结构模型。最后，在建造时故意将这些柱子向建筑倾斜，在建造完成后变得垂直，并将楼层之间的误差保持在2/ 1000的范围内。这种精致而大胆的结构设计是由Arup的Ikuhide Shibata设计的。（Hiroshi Nakamura）
It was foreseen that, when the falsework was removed, the building would undergo maximum 30mm rotational sedimentation under its own weight, which might cause the intermediate posts to lean. We therefore developed a structural model which applies a same amount of reverse torque as the predetermined natural rotational force which causes the sedimentation. As a result, the posts, deliberately leaned for construction, became vertical after the completion of construction and stayed within a 2/1,000 margin of error between floors. This delicate yet bold structural design was created by Ikuhide Shibata of Arup. (Hiroshi Nakamura)
▼丝带教堂剖面示意 Section & text
The glass windows all differ in height, thickness and shape. To enable the glass pane to move freely under the three-dimensional torque of the building during an earthquake or strong winds, the pane is held with dot point glazing (DPG) arms attached to the inner side of the rise of the titanium zinc alloy coping.
▼基地平面图 Site plan
▼丝带教堂一层平面 Ribbon chapel 1F
▼丝带教堂屋顶平面 Ribbon chapel roof plan
设计日期: 2009.02 – 2010.11
客户: Tsuneishi Holdings Corporation
建筑设计机构: Hiroshi Nakamura & NAP
合作建筑师: Ikuhide SHIBATA/ Arup
承包商: Kiyoshi HIGAKI/ P.S. Mitsubishi Construction Co.， Ltd。
照片: Hiroshi Nakamura & NAP, Koji FUJII/ Nacasa & Partners Inc.
Project: Ribbon Chapel
Location: Fukuyama-city, Hiroshima, Japan
Creating Date : 2/2009-11/2010
Completed year: 2014.01
Client: Tsuneishi Holdings Corporation
Architect, Design Agency: Hiroshi Nakamura & NAP
Associate Architect: Ikuhide SHIBATA/ Arup
Contractor: Kiyoshi HIGAKI/ P.S. Mitsubishi Construction Co., Ltd.
Photography : Hiroshi Nakamura & NAP, Koji FUJII/ Nacasa & Partners Inc.
Site area: 3000m2
Building area: 72.2m2
Floor number: 1 story above the ground
Construction: Steel Construction