WO2016192803A1 - Ossature de façade - Google Patents

Ossature de façade Download PDF

Info

Publication number
WO2016192803A1
WO2016192803A1 PCT/EP2015/062505 EP2015062505W WO2016192803A1 WO 2016192803 A1 WO2016192803 A1 WO 2016192803A1 EP 2015062505 W EP2015062505 W EP 2015062505W WO 2016192803 A1 WO2016192803 A1 WO 2016192803A1
Authority
WO
WIPO (PCT)
Prior art keywords
building
modular
mesh
design
stiffening
Prior art date
Application number
PCT/EP2015/062505
Other languages
English (en)
Inventor
Giacomo SCIMONELLI
Original Assignee
Scimonelli Giacomo
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 Scimonelli Giacomo filed Critical Scimonelli Giacomo
Priority to PCT/EP2015/062505 priority Critical patent/WO2016192803A1/fr
Publication of WO2016192803A1 publication Critical patent/WO2016192803A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
    • E04F13/0821—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements
    • E04F13/0826—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements engaging side grooves running along the whole length of the covering elements

Definitions

  • Modular mesh employed in the field of civil building made with different materials, according to the use and the dimension of the structure itself.
  • the system is a stiffening framework for external facades, that proved to be very useful for solving issues concerning the seismicity and the energy saving of the building.
  • the stiffening modular checkerboard frame for external facades is also available for ventilated facades.
  • a special element, that has to be inserted in the modular mesh, allows us to sustain the cladding slabs.
  • the technology presented manages to combine rigidity, durability and energy performance.
  • the external face is no longer sustained by the carrying skeleton structure of the building, but instead it is the outer wall that sustains it, with anchor elements.
  • the outer wall has to be sufficiently strong to sustain the forces that act on the masonry. In the case of seismic events, twisting, tilting and detachment of the external facade can happen.
  • the tilting of the facades is, in fact, one of the most dangerous aftermaths of an earthquake in Italy. Indeed, while the actions that take place in the same plane of the masonry cause damages edgeways (typical X-shaped cracks), and are contrasted only by the resistance of the material and shape of the wall, the actions perpendicular to this plane encounter less resistance, especially in the case of slightly anchored and/or bound masonry. The aftermaths of a collapse of the second type are generally more dangerous than the former one, because they cause the loss of bearing capacity.
  • the break mechanism can be summed in: disintegration of the brickwork and vertical sagging of the wall, which can be considered as a monolithic element between two supports at the inferior and superior end (floor).
  • the external facade is anchored, (and this is the real novelty), directly to the carrying skeleton structure (roofs, beams and pillars) through support plates.
  • the stiffening structure for external facades is inserted inside the outer cladding, drowning it with concrete during the laying of the facade.
  • the uprights are inserted between the elements that form the outer face, properly shaped.
  • transoms are drowned in the horizontal spacing that is created between one element and the other, avoiding excessive fixing distances of the coating.
  • plates with pins are applied to the structure, in order to equally distribute the weight of the load-bearing structure. Pins allow us to adapt the structure to every design need (different thickness of insulation materials).
  • pin-elements characterized by a plate with the insertion of screws (properly dimensioned for the weight and/or pull-resistance), enabling us to adapt the structure to every design need (different thickness of insulation materials).
  • T-shaped elements ensures the perfect stability of the mesh.
  • the placement of the crossbeam in the lintels of the openings solves the issue of stability of the element.
  • thermal bridges can be easily eliminated using special dowels with insulating cones that can be found in every specialized retailer, in order to stop the continuous thermic flow through the metallic plate.
  • the plate itself can also be coated by a special insulating membrane (different solutions for it are commercially available).
  • Another solution to avoid thermal bridges can be the realization of the stiffening mesh with insulating material.
  • the modularity of the system the properly dimensioned division according to the typology of the building; the simple, fast and easy-to-understand sliding system, make the System of stiffening of exposed fagade the most versatile for every occasions, satisfying every design need both for new buildings and renovations.
  • step 3 It is necessary to find the best place where to lay the anchor plate of the uprights of the mesh, following the plan previously made.
  • the base has to be inserted inside the outer cladding. Mind to check the measures in order to make a correct laying of the base, (see table 2 - picture 3) step 3
  • step 10 This operation has to be repeated in a modular way, until the reaching of the slab above, step 10
  • step 1 1

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

L'invention concerne un cadre modulaire en damier utilisé dans le domaine de la construction. Elle concerne en outre un système de rigidification pour des façades extérieures, ancré à la structure de charpente de support du bâtiment, et constitué d'éléments verticaux et horizontaux adéquats noyés dans le mortier de fixation de la façade extérieure. Le système est notamment utilisé à des buts statiques et garantit des performances exceptionnelles en termes d'isolation thermique, ce qui permet de réduire considérablement les ponts thermiques. La modularité du système permet de satisfaire toutes les exigences pratiques et tous les besoins de conception.
PCT/EP2015/062505 2015-06-04 2015-06-04 Ossature de façade WO2016192803A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PCT/EP2015/062505 WO2016192803A1 (fr) 2015-06-04 2015-06-04 Ossature de façade

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/EP2015/062505 WO2016192803A1 (fr) 2015-06-04 2015-06-04 Ossature de façade

Publications (1)

Publication Number Publication Date
WO2016192803A1 true WO2016192803A1 (fr) 2016-12-08

Family

ID=53398066

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2015/062505 WO2016192803A1 (fr) 2015-06-04 2015-06-04 Ossature de façade

Country Status (1)

Country Link
WO (1) WO2016192803A1 (fr)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5873556A (en) * 1995-03-13 1999-02-23 Reiker; Kenneth H. Adjustable drop ceiling fixture support
EP1156170A1 (fr) * 2000-05-19 2001-11-21 Sergio Zambelli Dispositif de support pour éléments préfabriqués, notamment en constructions de structure métallique
WO2009074346A2 (fr) * 2007-12-13 2009-06-18 Eclad Limited Système d'ancrage de façades ventilées
WO2009093790A1 (fr) * 2008-01-24 2009-07-30 Jong Gyoun Baek Appareil de construction de contre-mur pour bâtiment
WO2011046312A2 (fr) * 2009-10-12 2011-04-21 Kim Cho-Kyong Appareil pour construire un panneau extérieur pour un mur extérieur d'un bâtiment
WO2013173887A2 (fr) * 2012-05-22 2013-11-28 Stoa Ood Profil de construction, ensemble de construction, kit de profil de construction et système de fixation destiné à des bardages ventilés

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5873556A (en) * 1995-03-13 1999-02-23 Reiker; Kenneth H. Adjustable drop ceiling fixture support
EP1156170A1 (fr) * 2000-05-19 2001-11-21 Sergio Zambelli Dispositif de support pour éléments préfabriqués, notamment en constructions de structure métallique
WO2009074346A2 (fr) * 2007-12-13 2009-06-18 Eclad Limited Système d'ancrage de façades ventilées
WO2009093790A1 (fr) * 2008-01-24 2009-07-30 Jong Gyoun Baek Appareil de construction de contre-mur pour bâtiment
WO2011046312A2 (fr) * 2009-10-12 2011-04-21 Kim Cho-Kyong Appareil pour construire un panneau extérieur pour un mur extérieur d'un bâtiment
WO2013173887A2 (fr) * 2012-05-22 2013-11-28 Stoa Ood Profil de construction, ensemble de construction, kit de profil de construction et système de fixation destiné à des bardages ventilés

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