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ITSA20120012A1 - ANTI-SEISMIC SUSPENSION SYSTEM - Google Patents

ANTI-SEISMIC SUSPENSION SYSTEM Download PDF

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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
Authority
IT
Italy
Prior art keywords
seismic
building
earthquake
possibility
structural
Prior art date
Application number
IT000012A
Other languages
Italian (it)
Inventor
Augusto Pierri
Original Assignee
Augusto Pierri
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 Augusto Pierri filed Critical Augusto Pierri
Priority to IT000012A priority Critical patent/ITSA20120012A1/en
Publication of ITSA20120012A1 publication Critical patent/ITSA20120012A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, 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
    • E04H9/021Bearing, 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)

RIVENDICAZIONI 1. Salvaguardia di tuto quanto grava sul sistema, in particolare le vite degli abitanti preservate non solo da possibili crolli di parti, strutturali e non, dello stabile ma anche da cadute di mobili e suppelletili. CLAIMS 1. Safeguard of everything that weighs on the system, in particular the lives of the inhabitants preserved not only from possible collapses of parts, structural or otherwise, of the building but also from falls of furniture and furnishings. 2. Risoluzione della problematica strutturale antisismica con una tecnologia relativamente semplice con l utilizzo delle tecniche e metodologie di uso comune; 2. Resolution of the anti-seismic structural problem with a relatively simple technology with the use of commonly used techniques and methodologies; 3. Annullamento o quantomeno forte abbatimento delle sollecitazioni orizzontali delle azioni e dei movimenti sismici; 3. Cancellation or at least strong abatement of the horizontal stresses of seismic actions and movements; 4. Preservazione delle strutture in elevazione in caso di terremoto nonché delle parti non strutturali dell’edificio; 4. Preservation of elevated structures in the event of an earthquake as well as non-structural parts of the building; 5. Preservazione di tuto il contenuto di uno stabile, mobili e suppelletili, in caso di sisma. 5. Preservation of all the contents of a building, furniture and furnishings, in the event of an earthquake. 6. Risoluzione del problema della dissipazione della spinta orizzontale e di quella verticale nonché del mantenimento in sito dell’edificio dopo il sisma senza complicati meccanismi. 6. Resolution of the problem of dissipating the horizontal and vertical thrust as well as maintaining the building on site after the earthquake without complicated mechanisms. 7. Validità anche economica del sistema perché la riduzione delle sollecitazioni sismiche comporta struture in elevazione molto più snelle; 7. Also economic validity of the system because the reduction of seismic stresses involves much leaner structures in elevation; 8. Possibilità di applicazione su immobili già esistenti di particolare pregio storico artistico ma anche no. 8. Possibility of application on existing buildings of particular historical and artistic value but also not. 9. Accessibilità a tute le sospensioni per ispezioni periodiche e manutenzioni e quindi possibile sostituzione di componenti come detato dalle norme antisismiche vigenti. 9. Accessibility to all suspensions for periodic inspections and maintenance and therefore possible replacement of components as determined by the anti-seismic regulations in force. 10. Possibilità di dimensionamento differenziato e di regolazione di ogni sospensione in modo da otenere una tensione uniforme in tutti i tiranti. Possibility of differentiated sizing and adjustment of every suspension, to get uniform stress in each tie beam.10. Possibility of differentiated sizing and adjustment of each suspension in order to obtain a uniform tension in all the tie rods. Possibility of differentiated sizing and adjustment of every suspension, to get uniform stress in each tie beam.
IT000012A 2012-10-19 2012-10-19 ANTI-SEISMIC SUSPENSION SYSTEM ITSA20120012A1 (en)

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
ITSA20120012A1 true ITSA20120012A1 (en) 2013-01-18

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Family Applications (1)

Application Number Title Priority Date Filing Date
IT000012A ITSA20120012A1 (en) 2012-10-19 2012-10-19 ANTI-SEISMIC SUSPENSION SYSTEM

Country Status (1)

Country Link
IT (1) ITSA20120012A1 (en)

Citations (4)

* Cited by examiner, † Cited by third party
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

Patent Citations (4)

* Cited by examiner, † Cited by third party
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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