Rethinking reinforcement for digital fabrication with concrete

被引：259

作者：

Asprone, Domenico ^{[1
]}

Menna, Costantino ^{[1
]}

Bos, Freek P. ^{[2
]}

Salet, Theo A. M. ^{[2
,3
]}

Mata-Falcon, Jaime ^{[4
]}

Kaufmann, Walter ^{[4
]}

机构：

[1] Univ Naples Federico II, Dept Struct Engn & Architecture, Via Claudio 21, I-80125 Naples, Italy

[2] Eindhoven Univ Technol, Dept Built Environm, POB 513, NL-5600 MB Eindhoven, Netherlands

[3] Witteveen Bos Consulting Engn, POB 233, NL-7400 AE Deventer, Netherlands

[4] Swiss Fed Inst Technol, Inst Struct Engn IBK, Dept Civil Environm & Geomat Engn D BAUG, Stefano Franscini Pl 5, CH-8093 Zurich, Switzerland

来源：

CEMENT AND CONCRETE RESEARCH | 2018年 / 112卷

基金：

瑞士国家科学基金会;

关键词：

DESIGN; PERFORMANCE; BEHAVIOR;

D O I：

10.1016/j.cemconres.2018.05.020

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The fabrication of novel reinforced concrete structures using digital technologies necessarily requires the definition of suitable strategies for reinforcement implementation. The successful integration of existing reinforcement systems, such as steel rebar, rods, wires, fibres or filaments, will indeed allow for printed concrete structures to be designed using standard structural codes. However, reinforcement integration has to be compatible with either the specific printing technique adopted for the structural element production or with its shape. This paper provides a systematic overview of a number of digital fabrication techniques using reinforced concrete that have been developed so far, proposing a possible organization by structural principle, or place in the manufacturing process.

引用

页码：111 / 121

页数：11

共 39 条

[11] Fibre reinforced concrete: new design perspectives [J].