首页> 外文期刊>Journal of the International Association for Shell and Spatial Structures >STRUCTURAL IMPLEMENTATION OF SLENDER CONCRETE SHELLS WITH PREFABRICATED ELEMENTS
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STRUCTURAL IMPLEMENTATION OF SLENDER CONCRETE SHELLS WITH PREFABRICATED ELEMENTS

机译:预制构件的混凝土薄板的结构实施

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Lightweight concrete structures and structurally optimized systems are the focus of several research efforts. This is due to esthetical reasons but also in order to use material in a resource conserving way. Advancements in digitizing planning and fabrication processes, but also ongoing enhancements in material science for cementitious composites enable designers to build complex geometries of slender concrete structures. However, it can be observed that built architecture does not reflect the present possibilities at hand. One reason is the implementation on site; with increasing material performance, the sensitivity of concrete production increases to assure sufficient accuracy, workability and post-treatment. In combination with demands for quick assembly and simple disassembly of structural components, a prefabrication of concrete elements is indispensable. The possibility to reduce cross section dimensions on the one hand and the arising challenge how to realize load bearing connections on the other hand, is a contradiction investigated within this survey. The identification of mechanical principles of structural connections enables the development of design strategies for load bearing connections. Two selected case studies, illustrating adhesive and interlocking bonding of concrete elements are presented, verifying the feasibility on site. An adhesive bonding is presented for a concrete bench, designed as a Möbius strip. This innovative, thin concrete shell structure is built on the campus of the University of Kassel. Due to prefabrication in a concrete laboratory the partition of the object was necessary. An interlocking bonding is applied for the construction of a concrete mobile, designed for an exhibition in Amsterdam. With the focus on a quick and easy assembly and non-destructive disassembly, a micro-prestressing connection method is developed.
机译:轻型混凝土结构和结构优化的系统是多项研究工作的重点。这是出于审美原因,也是为了以节省资源的方式使用材料。数字化规划和制造过程的进步,以及胶结复合材料材料科学的不断改进,使设计师能够构建细长混凝土结构的复杂几何形状。但是,可以观察到,建成的体系结构并不能反映当前的可能性。原因之一是现场实施。随着材料性能的提高,混凝土生产的敏感性也会提高,以确保足够的精度,可加工性和后处理。结合对结构部件的快速组装和简单拆卸的要求,混凝土元件的预制是必不可少的。这项研究调查了一个矛盾,一方面是减小横截面尺寸的可能性,另一方面是如何实现承重连接带来的挑战。识别结构连接的机械原理可以开发承重连接的设计策略。提出了两个案例研究,说明了混凝土元件的粘合和互锁粘合,从而证明了现场的可行性。提出了一种设计为莫比乌斯(Möbius)条的混凝土工作台的粘合剂。这种创新的薄混凝土壳结构建在卡塞尔大学校园内。由于在混凝土实验室中进行了预制,因此必须对对象进行分隔。联锁装置被用于建造混凝土移动车,该移动车是为阿姆斯特丹的展览设计的。着眼于快速简便的组装和无损拆卸,开发了一种微预应力连接方法。

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