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ES2482365B2 - Tensegrity structural module and double layer structural mesh comprising said module - Google Patents

Tensegrity structural module and double layer structural mesh comprising said module Download PDF

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Publication number
ES2482365B2
ES2482365B2 ES201200852A ES201200852A ES2482365B2 ES 2482365 B2 ES2482365 B2 ES 2482365B2 ES 201200852 A ES201200852 A ES 201200852A ES 201200852 A ES201200852 A ES 201200852A ES 2482365 B2 ES2482365 B2 ES 2482365B2
Authority
ES
Spain
Prior art keywords
module
structural
tensegrity
base
double layer
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
ES201200852A
Other languages
Spanish (es)
Other versions
ES2482365A1 (en
Inventor
Valentín GÓMEZ JÁUREGUI
César Antonio Otero González
Rubén ARIAS FERNÁNDEZ
Cristina Manchado Del Val
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Universidad de Cantabria
Original Assignee
Universidad de Cantabria
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Universidad de Cantabria filed Critical Universidad de Cantabria
Priority to ES201200852A priority Critical patent/ES2482365B2/en
Priority to PCT/ES2013/000193 priority patent/WO2014029896A1/en
Publication of ES2482365A1 publication Critical patent/ES2482365A1/en
Application granted granted Critical
Publication of ES2482365B2 publication Critical patent/ES2482365B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1996—Tensile-integrity structures, i.e. structures comprising compression struts connected through flexible tension members, e.g. cables

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Laminated Bodies (AREA)
  • Compression Or Coding Systems Of Tv Signals (AREA)
  • Prostheses (AREA)

Abstract

Módulo estructural de tensegridad contenido en un prisma definido por una base inferior y una base superior de 2n lados, que comprende 2n nodos inferiores de esquina situados en correspondencia con los vértices de la base inferior y 2n nodos inferiores intermedios situados en correspondencia con la mitad de cada lado de la base inferior, y 2n nodos superiores de esquina situados en correspondencia con los vértices de la base superior y 2n nodos superiores intermedios situados en correspondencia con la mitad de cada lado de la base superior. El módulo comprende al menos 2n elementos de compresión, donde cada elemento de compresión tiene situado el primer extremo en la base inferior y el segundo extremo en la base superior. El módulo comprende al menos (6n - 2) elementos de tracción que tienen un primer extremo, conectado con un extremo de un primer elemento de compresión, y un segundo extremo, conectado con un extremo de un segundo elemento de compresión. Malla estructural de doble capa.Tensegrity structural module contained in a prism defined by a lower base and a 2n-side upper base, comprising 2n lower corner nodes located in correspondence with the vertices of the lower base and 2n intermediate lower nodes located in correspondence with half of each side of the lower base, and 2n upper corner nodes located in correspondence with the vertices of the upper base and 2n intermediate upper nodes located in correspondence with half of each side of the upper base. The module comprises at least 2n compression elements, where each compression element has the first end in the lower base and the second end in the upper base. The module comprises at least (6n-2) tensile elements having a first end, connected with one end of a first compression element, and a second end, connected with an end of a second compression element. Structural double layer mesh.

Description

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Claims (1)

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ES201200852A 2012-08-23 2012-08-23 Tensegrity structural module and double layer structural mesh comprising said module Active ES2482365B2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
ES201200852A ES2482365B2 (en) 2012-08-23 2012-08-23 Tensegrity structural module and double layer structural mesh comprising said module
PCT/ES2013/000193 WO2014029896A1 (en) 2012-08-23 2013-08-22 Structural tensegrity module and two-layer structural mesh comprising said module

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES201200852A ES2482365B2 (en) 2012-08-23 2012-08-23 Tensegrity structural module and double layer structural mesh comprising said module

Publications (2)

Publication Number Publication Date
ES2482365A1 ES2482365A1 (en) 2014-08-01
ES2482365B2 true ES2482365B2 (en) 2015-01-21

Family

ID=50149482

Family Applications (1)

Application Number Title Priority Date Filing Date
ES201200852A Active ES2482365B2 (en) 2012-08-23 2012-08-23 Tensegrity structural module and double layer structural mesh comprising said module

Country Status (2)

Country Link
ES (1) ES2482365B2 (en)
WO (1) WO2014029896A1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20190382995A1 (en) * 2017-03-03 2019-12-19 The Regents Of The University Of California Elastic lattices for design of tensegrity structures and robots
FR3131337B1 (en) 2021-12-27 2024-03-22 Boris Lozneanu Self-supporting supporting structure
CN114575461B (en) * 2022-03-16 2023-07-14 中山大学 A nested annular tensioned monolithic structure with modular splicing

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2823287B1 (en) * 2001-04-09 2003-08-22 Centre Nat Rech Scient STABLE SELF-BALANCING SYSTEM FOR CONSTRUCTION ELEMENT
US6901714B2 (en) * 2001-05-29 2005-06-07 Board Of Regents, The University Of Texas Systems Tensegrity unit, structure and method for construction

Also Published As

Publication number Publication date
WO2014029896A1 (en) 2014-02-27
ES2482365A1 (en) 2014-08-01

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