© Nelson Kon

介绍/确认之前尼古拉·巴塞加和克里斯蒂安·莫泽蒂所做的精确研究，不仅提供了有关卢加诺土地使用法规的基本信息，也为我们的设计理念提供了可靠的指导。他们为我们的建议提供了一个良好的基础，而且由于他们以前的工作，这个项目甚至在开始之前就已经取得了进展。

Introduction / acknowledgments

The accurate study previously done by Nicola Baserga and Christian Mozzetti, more than providing basic information about land use regulations in Lugano, gave us a reliable direction to our design concept. They provided us a good foundation for our proposal and due to their previous work, the project was already advanced before it even started.

© Nelson Kon(Kon)

© Nelson Kon

几何学是一个不规则的多边形，它定义了网站的七面，拥有大约 1，000 平方米的空间。挫折形成了一个内多边形 (在一个拐角处有一条曲线)，该多边形相当于 330 平方米的面积，可以在地面上建造 3 米。然而，考虑到允许的最高高度 (6 层) 和建筑方案，在这个内部图形中，我们只能拥有每层 230 平方米。板的几何形状有两个中心，作为活动的两个核心。在前三层，它对应于一间小公寓，而在三层楼上，它对应于一间大公寓里的两种不同的程序。

Geometry The irregular polygon which defines the site has seven sides and holds about 1,000 m2. The setbacks imprint an inner polygon (with a curve in one corner) that corresponds to a 330 m2 area in which it was possible to build 3 m above ground level. However, inside that inner figure we could only have 230 m2 per floor, considering the maximum height allowed (six floors) and the building program. The geometry of the slabs has two centers, as two cores of activities. On first three floors, it corresponds to one small apartment each, and for the three upper floors, it corresponds to two different programs in one large apartment.

结构的设计遵循这两个核心。每个核心由一个“T”混凝土墙支撑，它支持垂直和水平荷载。对于垂直荷载，“T”墙与两列相关联。两个核在结构上结合在一起，它们的“T”垂直显示，以支持两个方向的水平努力。一个孤独的超薄柱，放置在极北，释放板的几何形状，以配置区域，这是不可能的。

Structure The design of the structure follows those two cores. Each core is supported by a “T” concrete wall that supports vertical and horizontal loads. The “T” wall is associated to two columns for vertical loads. Both cores are structurally combined which their “T”s perpendicularly displayed in order to support horizontal efforts in both directions. A lonely extra thin column, placed on the extreme north, frees the slab geometry to configure areas where it wouldn’t be possible. © Nelson Kon (Kon)