ES2524844A1 - Construction anti-seismic insulator element (Machine-translation by Google Translate, not legally binding) - Google Patents

Construction anti-seismic insulator element (Machine-translation by Google Translate, not legally binding) Download PDF

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Publication number
ES2524844A1
ES2524844A1 ES201430420A ES201430420A ES2524844A1 ES 2524844 A1 ES2524844 A1 ES 2524844A1 ES 201430420 A ES201430420 A ES 201430420A ES 201430420 A ES201430420 A ES 201430420A ES 2524844 A1 ES2524844 A1 ES 2524844A1
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ES
Spain
Prior art keywords
rods
seismic
translation
machine
legally binding
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.)
Granted
Application number
ES201430420A
Other languages
Spanish (es)
Other versions
ES2524844B1 (en
Inventor
Francisco Javier PALLARÉS RUBIO
Luis PALLARÉS RUBIO
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 Politecnica de Valencia
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Universidad Politecnica de Valencia
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.)
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Application filed by Universidad Politecnica de Valencia filed Critical Universidad Politecnica de Valencia
Priority to ES201430420A priority Critical patent/ES2524844B1/en
Publication of ES2524844A1 publication Critical patent/ES2524844A1/en
Priority to ITMI2015U000067U priority patent/ITMI20150067U1/en
Priority to PCT/ES2015/070215 priority patent/WO2015144958A1/en
Priority to PE2016001716A priority patent/PE20161188A1/en
Priority to EP15769237.7A priority patent/EP3130715B1/en
Application granted granted Critical
Publication of ES2524844B1 publication Critical patent/ES2524844B1/en
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/04—Walls having neither cavities between, nor in, the solid elements
    • E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00—Building elements of block or other shape for the construction of parts of buildings
    • E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00—Building elements of block or other shape for the construction of parts of buildings
    • E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Control And Other Processes For Unpacking Of Materials (AREA)

Abstract

Construction anti-seismic insulator element. The invention describes a construction anti-seismic insulating element, intended for the construction of building partitions, comprising a plurality of rods (15a, 15b) of a rigid material substantially embedded in a matrix (10) of flexible material, in which a first set of rods (15a) is housed within the matrix (10) in the vertical direction, a second set of rods (15b) is housed within the array in the horizontal direction, none of the rods of the first set (15a) it is solidly joined to no other rod of the second assembly (15b), and the rods (15b) of the second assembly (15b) are not continuous along the entire horizontal extension of the matrix (10). (Machine-translation by Google Translate, not legally binding)

Description

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P201430420 P201430420

25-03-2014 03-25-2014

ninguna de las varillas del primer conjunto de varillas. -las varillas de dicho segundo conjunto no son continuas a lo largo de toda la extensión horizontal de la matriz. none of the rods of the first set of rods. -the rods of said second set are not continuous along the entire horizontal extent of the matrix.

5 En la presente descripción, debe entenderse que la “dirección vertical” es la perpendicular a la superficie del suelo sobre el que descansa una partición de edificación construida a partir de los elementos aisladores antisísmicos de construcción de la invención, mientras que la “dirección horizontal” es aquella paralela a la superficie de dicho suelo. Asimismo, debe entenderse que una “unión solidaria” de dos piezas es aquella que impide el 5 In the present description, it should be understood that the "vertical direction" is perpendicular to the surface of the soil on which a building partition constructed from the earthquake-proof insulating elements of the invention rests, while the "horizontal direction" ”Is that parallel to the surface of said floor. Likewise, it must be understood that a “solidarity union” of two pieces is one that prevents

10 movimiento relativo de una de dichas piezas con respecto a la otra y que una “varilla” es una pieza de forma larga y delgada. 10 relative movement of one of said pieces with respect to the other and that a "rod" is a long and thin piece.

Las varillas rígidas de un elemento aislador antisísmico de construcción según la invención están destinadas a soportar las fuerzas verticales y horizontales generadas por la 15 acción gravitatoria y por un evento sísmico. Por ello, deben estar hechas de un material rígido y resistente, por ejemplo un acero o un plástico con un módulo de elasticidad en el rango de 2 a 250 GPa y un límite elástico en el rango de 5 a 1000 MPa. Además, su disposición dentro de la matriz es tal que permite resistir con rigidez las fuerzas gravitatorias y horizontales perpendiculares al plano de la partición, pero no las fuerzas que se deriven de 20 movimientos en el plano de la partición. Las matrices de dichos elementos aisladores antisísmicos de construcción según la invención deben estar hechas, en cambio, de un material flexible por ejemplo con un módulo de elasticidad entre 1 y 1000 MPa, para permitir así absorber los movimientos que se producen en el plano de la partición sin introducir rigidez adicional, y evitar la interacción dinámica entre la partición y la estructura del edificio. Rigid rods of an anti-seismic insulating construction element according to the invention are intended to withstand the vertical and horizontal forces generated by gravitational action and by a seismic event. Therefore, they must be made of a rigid and resistant material, for example a steel or a plastic with an elastic modulus in the range of 2 to 250 GPa and an elastic limit in the range of 5 to 1000 MPa. In addition, its arrangement within the matrix is such that it can resist stiffly the gravitational and horizontal forces perpendicular to the plane of the partition, but not the forces that derive from 20 movements in the plane of the partition. The matrices of said construction anti-seismic insulating elements according to the invention must, instead, be made of a flexible material for example with an elastic modulus between 1 and 1000 MPa, in order to thus absorb the movements that occur in the plane of the partition without introducing additional stiffness, and avoiding dynamic interaction between the partition and the structure of the building.

25 Además, las dimensiones de dichas matrices son sustancialmente iguales al tamaño total del elemento aislador antisísmico de construcción. In addition, the dimensions of said matrices are substantially equal to the total size of the building anti-seismic insulating element.

Así, un elemento aislador antisísmico de construcción según la invención posee un comportamiento diferente según las tres direcciones del espacio, siendo capaz de resistir Thus, an anti-seismic insulating construction element according to the invention has a different behavior according to the three directions of space, being able to resist

30 fuerzas verticales y fuerzas perpendiculares al plano de la partición gracias a la pluralidad de varillas y a su especial disposición, y capaz de absorber los movimientos horizontales que se produjesen en el plano de la partición gracias a la matriz flexible y al movimiento horizontal en el plano de la partición permitido para las barras horizontales no continuas en toda la longitud de la matriz. 30 vertical forces and forces perpendicular to the plane of the partition thanks to the plurality of rods and their special arrangement, and capable of absorbing the horizontal movements that occurred in the plane of the partition thanks to the flexible matrix and horizontal movement in the plane of the partition allowed for non-continuous horizontal bars over the entire length of the matrix.

35 De este modo, una partición construida con los elementos aisladores antisísmicos de 5 35 Thus, a partition constructed with the earthquake-proof insulating elements of 5

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P201430420 P201430420

25-03-2014 03-25-2014

De este modo, las barras horizontales pueden continuar moviéndose en la dirección horizontal del plano de la partición con respecto a las verticales, al mismo tiempo que se favorece el acodalamiento contra ellas, lo que aporta como ventaja impedir el movimiento en la dirección perpendicular al plano de la partición. Este acodalamiento de las varillas In this way, the horizontal bars can continue moving in the horizontal direction of the plane of the partition with respect to the vertical ones, while favoring the bending against them, which provides the advantage of preventing movement in the direction perpendicular to the plane of the partition. This bending of the rods

5 horizontales contra las verticales se favorece mediante esta disposición particular de las varillas verticales a ambos lados de las varillas horizontales y a escasa distancia. 5 horizontal against vertical is favored by this particular arrangement of the vertical rods on both sides of the horizontal rods and at a short distance.

En otra realización aún más preferida, -al menos una-pareja de varillas del primer conjunto de varillas (vertical) está dispuesta a ambos lados de -al menos una-varilla del In another even more preferred embodiment, -at least one-pair of rods of the first set of rods (vertical) is arranged on both sides of -at least one-rod of the

10 segundo conjunto (horizontal) y lo suficientemente próxima a ésta, como para permitir el acodalamiento de dicha -al menos una-varilla del segundo conjunto (horizontal) contra -al menos una-pareja de varillas del primer conjunto de varillas. 10 second set (horizontal) and sufficiently close to it, to allow the said one-rod at least one-horizontal (horizontal) to bend at least one pair of rods of the first set of rods.

BREVE DESCRIPCIÓN DE LAS FIGURAS BRIEF DESCRIPTION OF THE FIGURES

15 La figura 1A es una vista esquemática en perspectiva de un ejemplo de elemento aislador antisísmico de construcción de acuerdo con la presente invención; La figura 1B es una vista esquemática en perspectiva del interior del elemento aislador antisísmico de construcción de la figura 1A; Fig. 1A is a schematic perspective view of an example of an anti-seismic building insulator in accordance with the present invention; Figure 1B is a schematic perspective view of the interior of the building anti-seismic insulating element of Figure 1A;

20 Las figuras 1C y 1D son, respectivamente, una vista superior y una vista en corte según un plano vertical, del elemento aislador antisísmico de construcción de las figuras 1A y 1B; La figura 2A es una vista esquemática en perspectiva de un segundo ejemplo de elemento aislador antisísmico de construcción de acuerdo con la presente invención, Figures 1C and 1D are, respectively, a top view and a sectional view according to a vertical plane, of the construction anti-seismic insulating element of Figures 1A and 1B; Fig. 2A is a schematic perspective view of a second example of an anti-seismic building insulator in accordance with the present invention,

25 Las figuras 2B y 2C son, respectivamente, una vista esquemática en perspectiva del interior y una vista superior del elemento aislador antisísmico de construcción de la figura 2A; Figures 2B and 2C are, respectively, a schematic perspective view of the interior and a top view of the construction anti-seismic insulating element of Figure 2A;

Las figuras 3A y 3B son, respectivamente, una vista en perspectiva y una vista en corte según un plano vertical, de elementos aisladores antisísmicos de construcción según 30 la invención dispuestos en dos hileras; Figures 3A and 3B are, respectively, a perspective view and a sectional view according to a vertical plane, of anti-seismic insulating construction elements according to the invention arranged in two rows;

La figura 4A y la figura 4B son vistas en corte según un plano vertical de dos realizaciones de la invención en las que se muestran dos posibles disposiciones de las varillas; Figure 4A and Figure 4B are sectional views according to a vertical plane of two embodiments of the invention in which two possible arrangements of the rods are shown;

La figura 5A es una vista esquemática en perspectiva del interior de un tercer 35 ejemplo de elemento aislador antisísmico de construcción de acuerdo con la presente invención; 10 Figure 5A is a schematic perspective view of the interior of a third example of an anti-seismic building insulating element according to the present invention; 10

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Claims (1)

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ES201430420A 2014-03-25 2014-03-25 Building anti-seismic insulator Active ES2524844B1 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
ES201430420A ES2524844B1 (en) 2014-03-25 2014-03-25 Building anti-seismic insulator
ITMI2015U000067U ITMI20150067U1 (en) 2014-03-25 2015-03-23 MULTIPLE SELECTIVE OPENING CONTAINER
PCT/ES2015/070215 WO2015144958A1 (en) 2014-03-25 2015-03-24 Anti-seismic, insulating construction element
PE2016001716A PE20161188A1 (en) 2014-03-25 2015-03-24 ANTI-SEISMIC INSULATING ELEMENT OF CONSTRUCTION
EP15769237.7A EP3130715B1 (en) 2014-03-25 2015-03-24 Anti-seismic, insulating construction element

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES201430420A ES2524844B1 (en) 2014-03-25 2014-03-25 Building anti-seismic insulator

Publications (2)

Publication Number Publication Date
ES2524844A1 true ES2524844A1 (en) 2014-12-12
ES2524844B1 ES2524844B1 (en) 2015-09-23

Family

ID=52012308

Family Applications (1)

Application Number Title Priority Date Filing Date
ES201430420A Active ES2524844B1 (en) 2014-03-25 2014-03-25 Building anti-seismic insulator

Country Status (5)

Country Link
EP (1) EP3130715B1 (en)
ES (1) ES2524844B1 (en)
IT (1) ITMI20150067U1 (en)
PE (1) PE20161188A1 (en)
WO (1) WO2015144958A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2708385A1 (en) * 2018-10-24 2019-04-09 Univ Valencia Politecnica Corner seismic isolator for seismic adaptation of buildings. (Machine-translation by Google Translate, not legally binding)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115434446A (en) * 2021-06-03 2022-12-06 魏勇 External wall sandwich heat-insulation and anti-seismic integrated structure

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB190904157A (en) * 1909-02-19 1909-07-22 Ernest Homan Improvements in or connected with Fireproof Floors, Partitions and the like.
IT1201302B (en) * 1985-05-27 1989-01-27 Verniscot Di Lanza Giovannino PREFABRICATED PANEL FOR SEISMIC CONSTRUCTION
US5992119A (en) * 1997-10-17 1999-11-30 Rokhlin; Zinoviy Construction block, and a structure provided with the same
WO2004035956A1 (en) * 2002-10-15 2004-04-29 Seung Wook Lee Block fabrication method and construction method
US20080245005A1 (en) * 2007-04-09 2008-10-09 Fennell Harry C Reusable Modular Block Wall Assembly System
ES2382847A1 (en) * 2010-11-19 2012-06-14 Universidad Miguel Hernández De Elche Sismorresistent constructive element for the execution of load walls (Machine-translation by Google Translate, not legally binding)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040177580A1 (en) * 2003-03-10 2004-09-16 Innovative Construction Technologies, Inc. Reinforced foam articles

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB190904157A (en) * 1909-02-19 1909-07-22 Ernest Homan Improvements in or connected with Fireproof Floors, Partitions and the like.
IT1201302B (en) * 1985-05-27 1989-01-27 Verniscot Di Lanza Giovannino PREFABRICATED PANEL FOR SEISMIC CONSTRUCTION
US5992119A (en) * 1997-10-17 1999-11-30 Rokhlin; Zinoviy Construction block, and a structure provided with the same
WO2004035956A1 (en) * 2002-10-15 2004-04-29 Seung Wook Lee Block fabrication method and construction method
US20080245005A1 (en) * 2007-04-09 2008-10-09 Fennell Harry C Reusable Modular Block Wall Assembly System
ES2382847A1 (en) * 2010-11-19 2012-06-14 Universidad Miguel Hernández De Elche Sismorresistent constructive element for the execution of load walls (Machine-translation by Google Translate, not legally binding)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2708385A1 (en) * 2018-10-24 2019-04-09 Univ Valencia Politecnica Corner seismic isolator for seismic adaptation of buildings. (Machine-translation by Google Translate, not legally binding)
WO2020084176A1 (en) 2018-10-24 2020-04-30 Universitat Politècnica De Valencia Corner seismic isolator for seismic protection of buildings

Also Published As

Publication number Publication date
WO2015144958A1 (en) 2015-10-01
PE20161188A1 (en) 2016-11-09
EP3130715A1 (en) 2017-02-15
EP3130715B1 (en) 2019-02-13
ES2524844B1 (en) 2015-09-23
ITMI20150067U1 (en) 2016-09-23
EP3130715A4 (en) 2018-01-03

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