非传统的建筑形式,屋顶上有创新的结构,排列在负高斯曲率的规则表面上

Jacek Abramczyk, Katarzyna Chrzanowska
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引用次数: 0

摘要

本文提出了一种塑造创新建筑形式的新方法,即由许多变形的波纹壳单元组成的多种复杂的连续和不连续折叠结构屋面。这些单元是在特定参考多面体网络的基础上定义的,并布置在以负高斯曲率为特征的任意参考曲面上。利用几种具有折叠平面墙立面的复杂建筑结构的计算机模型,提出了该方法。所提出的方法大大补充了先前开发的建模建筑自由形式的方法,屋顶的壳结构与具有正高斯曲率的表面排列一致。一些基本规则使用参数化和控制多平面立面的创建,肋状连续和不连续的屋顶壳结构,以不同的非常规和视觉上吸引人的模式排列,被开发出来。将详细的划分系数集作为设计建筑结构的参数。这些集合决定了非常规的多面体网络,它由几个特定的集合组成,这些集合允许定义多边形屋檐网络,参考表面,最后是屋顶结构的单个壳单元。以三种新形式为例,介绍了该方法的发展情况,这种新形式是通过适当选择不同的分割系数值集来定义的。所阐述的新形式证实了所取得成果的创新性。通过在这些划分系数的值之间施加适当的比例,开发的方法可以创建两组不同的连续和不连续的复杂壳屋顶结构。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Unconventional building forms roofed with innovative structures arranged on regular surfaces with the negative Gaussian curvature
A novel method for shaping innovative building forms, roofed with diversified complex continuous and discontinuous folded structures composed of many transformed corrugated shell units, is presented in the paper. The units are defined on the basis of specific reference polyhedral networks and arranged on arbitrary reference surfaces characterized by the negative Gaussian curvature. The method is presented using several computer models of complex building structures with folded plane-walled elevations. The proposed method significantly supplements the previous method developed for modelling building free forms, roofed with shell structures arranged in conformity with surfaces having the positive Gaussian curvature. Some basic rules using parameterization and governing the creation of the multi-plane elevations, ribbed continuous and discontinuous roof shell structures, arranged in different unconventional and visually attractive patterns, were developed. The elaborated specific sets of division coefficients are taken as parameters for the designed building structures. These sets determine unconventional polyhedral networks, which are composed of several specific sets that allow to define a polygonal eaves network, a reference surface and, finally, individual shell units of the roof structures. The developed method is presented using the example of three novel forms defined by means of the appropriately selected diversified sets of values of the division coefficients. The elaborated new forms confirm the innovative nature of the achieved results. By imposing appropriate proportions between the values of these division coefficients, the developed method enables the creation of two different groups continuous and discontinuous complex shell roof structures.
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CiteScore
0.30
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