University of Iowa West Campus Transportation Center Neumann Monson Architects

2017-12-01 13:00

承包商克努森建筑结构工程师查尔斯·索尔工程MEP工程师设计工程师土木工程师希夫-电池多规格少规格

Contractor Knutson Construction Structural Engineer Charles Saul Engineering MEP Engineer Design Engineers Civil Engineer Shive-Hattery More Specs Less Specs

 © Assassi Productions

(Assassi Productions)

架构师提供的文本描述。针对爱荷华州大学初级研究医院的大规模扩建，这座18350平方米的设施设有公共汽车交汇处、停车和运输办公室以及780英尺的封闭人行道系统。公共交通中心是大学免费公共交通系统中的一个组成部分，每天大约有4000人通过。两个指导参数通知过境建筑的组成。第一个是程序元素的堆叠，所有者最初计划将这些元素分开放置。

Text description provided by the architects. Responding to a major expansion of the University of Iowa’s primary research hospital, this 18,350 sqf facility houses a bus interchange, offices for Parking and Transportation, and a 780-foot enclosed walkway system. The Transit Center is an integral cog in the University's free mass-transit system, with roughly 4,000 people passing through each day. Two guiding parameters inform the transit building’s composition. The first is the stacking of program elements that the owner initially planned to be sited separately.

 © Assassi Productions

(Assassi Productions)

 © Assassi Productions

(Assassi Productions)

二是地下设施密集结网的通航。这栋楼一楼有公共汽车交汇处。成对的自动扶梯和一个宏伟的楼梯通向办公室和上面的天桥。玻璃在天道，交通枢纽和连接电梯，最大限度的看法和能见度。雨幕覆层和带有可操作的外部遮阳的幕墙覆盖了建筑的其余部分。在等级级别，染色的ipe响应周围建筑物的棕色砖。在上面，纤维水泥板延伸到办公室以外，支撑着天桥的角度连接。

The second is the navigation of densely knotted web of underground utilities permeating the site. The building’s first floor accommodates the bus interchange. Paired escalators and a grand stair lead to offices and the skywalk above. Glazing at the skywalk, transit hub, and connecting elevator maximizes views and visibility. Rain screen cladding and a curtain wall with operable exterior sunshades clad the remainder of the building. At grade level, stained ipe responds to the surrounding buildings’ brown brick. Above, fiber cement panels extend beyond the offices to cradle the skywalk’s angled connection.

 Massing Diagram

集结图

 Axonometric

纤维水泥系统的选择，因为它的耐久性，其制造和安装的经济性，以及各种颜色色调，视觉减轻悬垂的戏剧性规模。六座3英尺直径的沉箱支撑着天道的长度，小心放置，以避免几乎无处不在的地下公用设施。大屋顶梁跨在沉箱的分叉墩之间。不锈钢棒在中心5‘处悬挂薄地板总成，而绝缘结构玻璃侧壁由夹板支撑完成外壳。

The fiber cement system was selected for its durability, the economy of its fabrication and installation, and the variegated color tones that visually mitigate the overhang’s dramatic scale. Six 3’ diameter caissons support the skywalk’s length, carefully sited to avoid the nearly ubiquitous underground utilities. Large roof beams span between the caissons’ forked piers. Stainless steel rods at 5’ on center suspend the thin floor assembly, while insulated structural glass sidewalls supported by clamp plates complete the shell.