Compressive Assemblies: Bottom-Up Performance for a New Form of Construction

被引：9

作者：

Block, Philippe ^{[1
,2
,3
]}

Rippmann, Matthias ^{[2
,4
,5
,6
,7
]}

Van Mele, Tom ^{[2
]}

机构：

[1] ETH, Inst Technol Architecture, Zurich, Switzerland

[2] ETH, BRG, Zurich, Switzerland

[3] Swiss Natl Ctr Competence Res NCCR Digital Fabric, Zurich, Switzerland

[4] ETH, NCCR Digital Fabricat, Zurich, Switzerland

[5] Behnisch Architekten, Stuttgart, Germany

[6] Inst Lightweight Struct & Conceptual Design, Stuttgart, Germany

[7] Werner Sobek Engineers, Stuttgart, Germany

来源：

ARCHITECTURAL DESIGN | 2017年 / 87卷 / 04期

关键词：

Roman arch; Block Research Group; Institute of Technology in Architecture; ETH Zurich; Armadillo Vault; Beyond Bending' exhibition; Ochsendorf DeJong & Block Engineering; The Escobedo Group; Venice Architecture Biennale; discrete structural systems; igloo; Gothic builders; Autonomous Systems and Robotic Systems Labs; Sports Palace in Tbilisi; Georgia; pre-cracking'; Robert Maillart; Salginatobel Bridge; Schiers; Switzerland; Pantheon; Rome; microcracks; unreinforced concrete funicular floor; powder-based 3D printing; self-supporting; stay-in-place formworks; masonry model';

D O I：

10.1002/ad.2202

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

From Inuit igloos to Roman arches to Gothic cathedrals, builders have long used friction and balance to make structures hold together. The Block Research Group at ETH Zurich is involved in ongoing research that investigates historical techniques and fuses them with the latest technologies, including robotics and 3D printing, to establish new methods of architectural assembly. Group founder Philippe Block, co-director Tom Van Mele and team member Matthias Rippmann explain.

引用

页码：104 / 109

页数：6

共 12 条

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[2]

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[4]

Echenagucia Tomas Mendez, 2016, P 2016 IASS S TOK

[5]

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[6]

Frick Ursula., 2015, Modelling Behaviour, P187, DOI [DOI 10.1007/978-3-319-24208-8_16, 10.1007/978-3-319-24208-8_16]

[7]

Gearoid P, 2017, APPL ENERG, V189, P310

[8]

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[9] Design, fabrication and testing of a prototype, thin-vaulted, unreinforced concrete floor [J].

Liew, A. ;

Lopez, D. Lopez ;

Van Mele, T. ;

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ENGINEERING STRUCTURES, 2017, 137 :323-335

[10]

Rippmann M, 2016, ADVANCES IN ARCHITECTURAL GEOMETRY 2016, P344

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