ITSA20120012A1 - ANTI-SEISMIC SUSPENSION SYSTEM - Google Patents
ANTI-SEISMIC SUSPENSION SYSTEM Download PDFInfo
- Publication number
- ITSA20120012A1 ITSA20120012A1 IT000012A ITSA20120012A ITSA20120012A1 IT SA20120012 A1 ITSA20120012 A1 IT SA20120012A1 IT 000012 A IT000012 A IT 000012A IT SA20120012 A ITSA20120012 A IT SA20120012A IT SA20120012 A1 ITSA20120012 A1 IT SA20120012A1
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- IT
- Italy
- Prior art keywords
- seismic
- building
- earthquake
- possibility
- structural
- Prior art date
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Classifications
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Fluid-Damping Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
DESCRIZIONE DESCRIPTION
TITOLO: “SISTEMA ANTISISMICO A SOSPENSIONI” TITLE: "SUSPENSION ANTI-SEISMIC SYSTEM"
L’idea si basa sul principio fìsico per il quale un corpo, sotto l’azione di forze esterne, tende a restare nella propria posizione grazie alla propria massa. The idea is based on the physical principle according to which a body, under the action of external forces, tends to remain in its position thanks to its mass.
In tale ottica il sistema proposto è conformato in modo da isolare le fondazioni vere e proprie dello stabile dalle strutture a contatto con il suolo in modo da ridurre notevolmente, se non annullare, le pericolose spinte orizzontali dovute al sisma. In this perspective, the proposed system is shaped in such a way as to isolate the real foundations of the building from the structures in contact with the ground in order to considerably reduce, if not cancel, the dangerous horizontal thrusts due to the earthquake.
Essenzialmente esso consiste nel sospendere, mediante pendoli o tiranti, liberi di oscillare in ogni senso orizzontale, ad una struttura scatolare molto rigida adeguatamente conformata a contatto del terreno, la struttura di base sulla quale grava 10 stabile in elevazione. Essentially it consists in suspending, by means of pendulums or tie rods, free to oscillate in any horizontal direction, to a very rigid box-like structure suitably shaped in contact with the ground, the base structure on which the stable structure rests in elevation.
In occasione di movimenti tellurici, mentre la struttura a contatto del terreno segue 11 movimento del suolo, l’edifìcio, per l’inerzia dovuta alla sua massa, grazie ai pendoli, tutti verticali e paralleli nonché senza vincoli orizzontali, resta fermo o si muove molto meno del terreno. During telluric movements, while the structure in contact with the ground follows the movement of the ground, the building, due to the inertia due to its mass, thanks to the pendulums, all vertical and parallel as well as without horizontal constraints, remains stationary or moves much less than the ground.
I tiranti sono dimensionati per sovrasollecitazioni verticali e dotati di un sistema atto a smorzare le brusche spinte verticali dovute a sismi sussultori The tie rods are sized for vertical overstresses and equipped with a system designed to dampen the abrupt vertical thrusts due to jolting earthquakes.
Un insieme di ammortizzatori a contorno della base dell’edificio, posti in senso inclinato, attutisce eventuali oscillazioni sia orizzontali che verticali. A set of shock absorbers around the base of the building, placed in an inclined direction, cushion any horizontal or vertical oscillations.
Tutti i componenti descritti, in conformità a quanto disposto dalle norme tecniche antisismiche, sono ispezionabili e sostituibili. All the components described, in compliance with the provisions of the anti-seismic technical standards, can be inspected and replaced.
II sistema, mediante interventi più articolati e attraverso adeguati studi, può trovare applicazione anche su immobili già esistenti, particolarmente in quelli di pregio storico artistico. The system, through more articulated interventions and through adequate studies, can also find application on existing buildings, particularly in those of historical and artistic value.
DESCRIZIONE: DESCRIPTION:
Il sistema si compone di ima struttura altamente rigida, scatolare, interrata o comunque a contatto del terreno, nella quale e alla quale viene “sospesa” mediante membrature e pendoli o tiranti, tutti verticali, paralleli e liberi di oscillare in qualsiasi direzione, un’altra struttura sulla quale si articola lo stabile vero e proprio. The system consists of a highly rigid structure, box-like, buried or in any case in contact with the ground, in which and from which it is "suspended" by means of members and pendulums or tie rods, all vertical, parallel and free to swing in any direction, a another structure on which the real building is articulated.
Appena un po’ più complesso delle tradizionali fondazioni a travi rovesce in conglomerato cementizio armato, delle quali occupa pressocché la stessa altezza, poiché riduce notevolmente le sollecitazioni sismiche comportando strutture in elevazione molto più snelle, il sistema resta valido anche dal punto di vista economico. Just a little more complex than traditional backward beam foundations in reinforced concrete, of which it occupies almost the same height, since it greatly reduces seismic stresses resulting in much leaner elevated structures, the system remains valid also from an economic point of view.
Esso può essere realizzato in tutti i materiali usati oggi nel campo delle costruzioni: legno, acciaio o altri metalli, calcestruzzo armato, fibre di vetro o di carbonio, materiali plastici, gomma etc. ciascuno utilizzato per la sua caratteristica meccanica precipua, nei componenti e in schemi, sezioni e composizioni, come di seguito rappresentati per solo esempio, debitamente calcolati e dimensionati secondo i principi della scienza delle costruzioni. It can be made of all materials used today in the construction field: wood, steel or other metals, reinforced concrete, glass or carbon fibers, plastic materials, rubber etc. each used for its main mechanical characteristic, in the components and in diagrams, sections and compositions, as shown below for example only, duly calculated and sized according to the principles of construction science.
Come accennato, a solo titolo esemplificativo, si riporta un possibile schema costruttivo in cemento armato nel quale sono evidenziati i componenti salienti e dove è evidenziato il suo funzionamento. As mentioned, by way of example only, a possible construction scheme in reinforced concrete is shown in which the salient components are highlighted and its operation is highlighted.
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT000012A ITSA20120012A1 (en) | 2012-10-19 | 2012-10-19 | ANTI-SEISMIC SUSPENSION SYSTEM |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT000012A ITSA20120012A1 (en) | 2012-10-19 | 2012-10-19 | ANTI-SEISMIC SUSPENSION SYSTEM |
Publications (1)
Publication Number | Publication Date |
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ITSA20120012A1 true ITSA20120012A1 (en) | 2013-01-18 |
Family
ID=48046777
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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IT000012A ITSA20120012A1 (en) | 2012-10-19 | 2012-10-19 | ANTI-SEISMIC SUSPENSION SYSTEM |
Country Status (1)
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IT (1) | ITSA20120012A1 (en) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4860507A (en) * | 1988-07-15 | 1989-08-29 | Garza Tamez Federico | Structure stabilization system |
DE19836763A1 (en) * | 1997-08-13 | 1999-07-22 | Friedhelm Bierwirth | Earthquake protection for buildings and structures |
US6115972A (en) * | 1996-04-09 | 2000-09-12 | Tamez; Federico Garza | Structure stabilization system |
JP2011117585A (en) * | 2009-12-02 | 2011-06-16 | Masuji Tosaka | Pendular movement type origin self-reset type three-dimensional base isolation apparatus |
-
2012
- 2012-10-19 IT IT000012A patent/ITSA20120012A1/en unknown
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4860507A (en) * | 1988-07-15 | 1989-08-29 | Garza Tamez Federico | Structure stabilization system |
US6115972A (en) * | 1996-04-09 | 2000-09-12 | Tamez; Federico Garza | Structure stabilization system |
DE19836763A1 (en) * | 1997-08-13 | 1999-07-22 | Friedhelm Bierwirth | Earthquake protection for buildings and structures |
JP2011117585A (en) * | 2009-12-02 | 2011-06-16 | Masuji Tosaka | Pendular movement type origin self-reset type three-dimensional base isolation apparatus |
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