【摘要】武船研发大楼项目位于武汉市，采用十字形平面将标准层划分为四个灵活的空间组团，而且每个组团都具有进深小，采光好，视野好的空间特质。
一、项目概况
1、项目名称：武船研发大楼
2、建设地点：武汉
3、建筑面积：14800㎡
4、设计团队：穆威，Sam Cho（Meta）, 龚睿，聂騛，王子熠，汪雨骄，蒋博尧，游诗雨
5、设计时间：2011年7月—2012年6月
6、结构：钢结构
7、状态：施工图阶段
二、正文
该项目位于武汉市，业主为武汉船用机械有限责任公司，作为一个雄心勃勃的企业，业主希望未来的研发大楼能够成为展现公司实力和行业特质的承载体。通过研究传统高层办公建筑，我们发现通常的矩形平面以及核心筒中置的做法会形成采光的不均质，而内廊式的格局也会让标准层空间显得乏善可陈。所以我们将传统的矩形平面捏合成十字形平面，这样可以将标准层划分成四个相对灵活的空间组团，而且每个组团都具有进深小，采光好，视野好的空间特质。
形体生成需要两个动作：旋转和缩放，即先后按照顺时针和逆时针方向对每个标准层平面进行旋转，同时在竖向上对形体进行收分处理。这样做的好处是可以让建筑体量显得更加具有动感，同时标准层旋转错开，形成每层的小露台，增加办公人员的近地感，空间更加开敞。
建筑表皮采用玻璃幕墙加穿孔铝板。因为平面为异形，建筑表皮并没有精确的朝向，所以我们在计算机软件辅助下模拟该纬度的自然光环境，并将穿孔铝板的镂空图案进行参数化设计。
这并不是一个昂贵的建筑，建筑师通过参数化设计软件对建筑进行有理化控制，确保旋转角度对结构造价仅产生20％－30％的增量；而体量的水平切片做法，则可以让建筑80％的表皮构件为标准的平面构件，其余15％的二维弧线表皮也被优化成两种类型，进而将预算进行有效控制。
Wuhan Marine Science and Research Tower
Status: Un-build (Design tender)
Architect: Advanced Construction Information Development Co., Ltd (ACID)+ Advance Architecture Lab(AaL)-(www.aa-lab.org)/ Studio méta- (www.metaaa.com)
Members: Mu Wei, Sam Cho, Jaenes Bong(Studio méta-), Jonathon Alto（Studio méta-), Gong Rui，Nie Fei，Wang Ziyi，Wang Yujiao，Jiang Boyao，
Location: Wuhan
Area: 14800m2
Year: July 2011- June2012
Located in the central region of china, Wuhan, the 461 tower is a 15 storey office building designed for a marine based company. The office tower function as the company new Research and Development building and the client is eager to find an iconic architectural representation of their day to day business.
The designers were interested in a frozen expression of twisting water and the idea of this movement with relation to the core business of our client. Through Research of office towers typologies, we found that it is possible to the perimeter of a quadrat fan profile as the plan of the tower; this would take advantage of the view, lighting, ventilation and layout of internal functions.
As the floor moves up vertically, the floors undergoes two simple transformations namely scaling and rotation on the centroid of the building. Using criteria base programming, the building is ensured of its minimum requirement for office optimum structural layout. The operations on the geometry are parametrically controlled and the design went through vigorous rounds of modification to arrive at the final geometry. This geometry also allows for a balcony zone for each office level.
The structure is being considered early in the design process and its relationship is modeled concurrently with the generation of the geometry, hence eliminated human error and speeded the entire coordination process.
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