EP3555389A1 - Antiseismische schutzvorrichtung - Google Patents

Antiseismische schutzvorrichtung

Info

Publication number
EP3555389A1
EP3555389A1 EP17822449.9A EP17822449A EP3555389A1 EP 3555389 A1 EP3555389 A1 EP 3555389A1 EP 17822449 A EP17822449 A EP 17822449A EP 3555389 A1 EP3555389 A1 EP 3555389A1
Authority
EP
European Patent Office
Prior art keywords
tubular
cap
frame portion
base
carbon fibre
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
EP17822449.9A
Other languages
English (en)
French (fr)
Other versions
EP3555389B1 (de
Inventor
Sabina BORRI
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP3555389A1 publication Critical patent/EP3555389A1/de
Application granted granted Critical
Publication of EP3555389B1 publication Critical patent/EP3555389B1/de
Priority to HRP20210064TT priority Critical patent/HRP20210064T1/hr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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
    • E04H9/028—Earthquake withstanding shelters
    • E04H9/029—Earthquake withstanding shelters arranged inside of buildings
    • A—HUMAN NECESSITIES
    • A47—FURNITURE; DOMESTIC ARTICLES OR APPLIANCES; COFFEE MILLS; SPICE MILLS; SUCTION CLEANERS IN GENERAL
    • A47K—SANITARY EQUIPMENT NOT OTHERWISE PROVIDED FOR; TOILET ACCESSORIES
    • A47K3/00—Baths; Douches; Appurtenances therefor
    • A47K3/28—Showers or bathing douches
    • A47K3/283—Fixed showers
    • A47K3/286—Emergency showers
    • A—HUMAN NECESSITIES
    • A47—FURNITURE; DOMESTIC ARTICLES OR APPLIANCES; COFFEE MILLS; SPICE MILLS; SUCTION CLEANERS IN GENERAL
    • A47K—SANITARY EQUIPMENT NOT OTHERWISE PROVIDED FOR; TOILET ACCESSORIES
    • A47K3/00—Baths; Douches; Appurtenances therefor
    • A47K3/28—Showers or bathing douches
    • A47K3/30—Screens or collapsible cabinets for showers or baths
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03C—DOMESTIC PLUMBING INSTALLATIONS FOR FRESH WATER OR WASTE WATER; SINKS
    • E03C1/00—Domestic plumbing installations for fresh water or waste water; Sinks
    • E03C1/02—Plumbing installations for fresh water
    • E03C1/04—Water-basin installations specially adapted to wash-basins or baths
    • E03C1/0408—Water installations especially for showers
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03C—DOMESTIC PLUMBING INSTALLATIONS FOR FRESH WATER OR WASTE WATER; SINKS
    • E03C2201/00—Details, devices or methods not otherwise provided for
    • E03C2201/90—Basins movable between several positions

Definitions

  • the present invention relates to the field of anti- seismic protection devices, in particular to those devices that allow at least one user to be protected from the consequences of an earthquake.
  • reinforced protective capsules such as wardrobes
  • this solution has an important limit, related to the footprint of the capsule; in fact, in order to perform its function, this latter must always be maintained empty, so as to be immediately accessible when the first signs of the earthquake occur.
  • the object of the present invention is to overcome the problems of the prior art.
  • the idea underlying the invention is that of producing an anti- seismic protection device that can be installed in a home that incorporates the functions of a shower cabin; in fact, the Applicant has brilliantly discovered that, despite any possible lack of space in a home, typically the shower cabin is automatically kept free by the occupants, who make use of it.
  • a subject matter of the invention is an anti-seismic protection device that can be installed in a home, comprising
  • a base frame portion comprising at least four base tubular elements made of carbon fibre arranged in plan so as to constitute the vertices of a base rectangle, said tubular elements being connected to each other by means of tubular base beams made of carbon fibre, said tubular base beams being arranged to form diagonals of the base rectangle,
  • cap frame portion comprising at least four cap tubular elements made of carbon fibre arranged in plan so as to constitute the vertices of a cap rectangle, said tubular elements being connected to each other by means of tubular cap beams made of carbon fibre, said second tubular cap beams being arranged to form diagonals of the cap rectangle,
  • each tubular cap element in operating condition is placed on the vertical of a corresponding base tubular element, spaced therefrom
  • an intermediate frame portion comprising four tubular uprights that can each be coupled at an opposite free end to one of the four base tubular elements and to the corresponding cap tubular element placed on the vertical, and wherein the intermediate frame portion further comprises at least three peripheral walls, each peripheral wall extending between two neighbouring uprights,
  • the anti-seismic protection device can be used as a shower cabin.
  • Fig. 1 illustrates a perspective view of the device of the invention
  • Figs. 4 and 5 illustrate two views, respectively plan and sectional, of a cap frame portion of the device of Fig. 1 ;
  • Fig. 6 illustrates a sectional view of a portion of an upright coupled to peripheral walls of the device of Fig. 1 ;
  • Fig. 7-9 illustrate a front view of a peripheral wall and uprights of the device of Fig. 1;
  • Figs. 10 and 11 illustrate the deformation of the device of the invention in two different load conditions, respectively from above and lateral.
  • the device 1 comprises a base frame portion 2A shown in the detail of Figs. 2 and 3.
  • the base frame portion 2A comprises at least four base tubular elements 21 A made of carbon fibre, shaped, for example, in the fashion of a cup.
  • the elements 21A are arranged, in plan, so as to constitute the vertices of a base rectangle, visible in Fig. 2.
  • the base frame beams 23A are arranged to form the diagonals of the base rectangle and are preferably joined at the crossing point of the two diagonals.
  • the base frame portion 2A further comprises a shower tray 3 coupled to the base frame portion 2A provided with at least a water drainage hole 31.
  • the shower tray 3 is preferably made of plastic material or plastic resin and is coupled to the tubular elements 21 A and/or to the base frame beams 23 A; in other embodiments, the shower tray 3 integrates the tubular elements 21A and/or the base frame beams 23A.
  • the device 1 further comprises a cap frame portion 2B, shown in Figs. 4 and
  • the cap frame portion 2B In mounted condition, the cap frame portion 2B is positioned above and spaced from the base frame portion 2A.
  • the cap frame portion 2B comprises at least four cap tubular elements 21B, for example cup shaped, made of carbon fibre arranged in plan to form the vertices of a cap rectangle.
  • the tubular elements 2 IB are connected to each other by means of cap frame beams 23B, said cap frame beams 23B being arranged to form diagonals of the cap rectangle.
  • Each tubular cap element 21B in operating condition is placed on the vertical of a corresponding base tubular element 21 A, spaced therefrom; similarly, the base frame beams 23 A are arranged on the vertical of the cap frame beams 23B.
  • the cap frame portion 2B further comprises a perforated cap wall which, in its mounted condition, is horizontal; preferably the perforated cap wall is provided with holes having a diameter less than or equal to one centimetre and is made of carbon fibre; in this way it is possible to protect the occupants from falling debris of a small size, and also at the same time strengthen the overall structure of the device 1.
  • the intermediate frame portion 2C further comprises at least three peripheral walls 22C; each peripheral wall 22C extends between two neighbouring uprights 21C, so as to close the cavity inside the device 1, which contains the occupant, on three sides.
  • the peripheral walls 22C are made of carbon fibre sheets, so as to provide adequate protection in the event of an earthquake combined with optimal lightness; alternatively, the walls could be made of materials suitable for the purpose.
  • the device 1 further comprises a water dispenser coupled to the cap frame portion 2B or to the intermediate frame portion 2C, according to needs; similarly, pipes for conveying hot and cold water to the dispenser can be included.
  • the anti-seismic protection device 1 can advantageously be used as a shower cabin, with the consequence that it usually remains empty and available for prompt use.
  • each half-wall comprises a sheet made of plastic material, preferably plexiglass, around which a frame made of carbon fibre extends peripherally.
  • each tubular upright 21C is preferably coupled to the corresponding base 21 A and cap 2 IB tubular elements by force fitting; in this sense the length of the tubular uprights 21C is greater than that of the lateral walls, so that at least the portion of upright to be fitted into the base 21A and cap 21B tubular elements projects upwards and downwards with respect to the wall, as is visible in Fig. 7.
  • each of the three peripheral walls 22C made of carbon fibre preferably comprises at least vertical edges, in mounting condition, shaped as an L.
  • each upright 21C houses therein at least one metal bar 25C that extends for at least part, or preferably the whole, of the length of the upright and is connected to a vertical edge of an adjacent peripheral wall 22C by means of screw connection means 26C, as is visible, for example, in the section of Fig. 6.
  • the wall thickness of the tube of the uprights 21C preferably ranges between 0.3 cm and 0.5 cm, more preferably approximately equal to 0.4 cm and the fibre is preferably of a turbo stratic type.
  • the thickness of the lateral wall preferably ranges between 0.2 cm and 0.4 cm, more preferably approximately equal to 0.3 cm with fibre either of a turbostratic or graphitic type.
  • the measurements can have an oscillation preferably of the order of 15% to be verified by calculation with the exact data of the material during execution.
  • the vertical force is estimated as equal to three times the load coefficient of the slabs of the floor of the homes, thereby estimating the breaking load of the floor: it is deemed that 2,400 kg provide sufficient assurance for the purpose indicated; laterally, a thrust of no more than 1,000 kg, distributed on the surface, is estimated.
  • the device of the invention can be provided with a wireless (i.e. using radio waves) transmission or transceiver system to be found after an earthquake.

Landscapes

  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Public Health (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Epidemiology (AREA)
  • General Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Structural Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Civil Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
  • Residential Or Office Buildings (AREA)
EP17822449.9A 2016-12-16 2017-11-24 Antiseismische schutzvorrichtung Active EP3555389B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
HRP20210064TT HRP20210064T1 (hr) 2016-12-16 2021-01-13 Antiseizmički zaštitni uređaj

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT102016000127242A IT201600127242A1 (it) 2016-12-16 2016-12-16 Dispositivo di sicurezza anti-sismico
PCT/IB2017/057390 WO2018109592A1 (en) 2016-12-16 2017-11-24 Anti seismic protection device

Publications (2)

Publication Number Publication Date
EP3555389A1 true EP3555389A1 (de) 2019-10-23
EP3555389B1 EP3555389B1 (de) 2020-10-28

Family

ID=58455560

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17822449.9A Active EP3555389B1 (de) 2016-12-16 2017-11-24 Antiseismische schutzvorrichtung

Country Status (6)

Country Link
US (1) US20200011081A1 (de)
EP (1) EP3555389B1 (de)
EA (1) EA201991079A1 (de)
HR (1) HRP20210064T1 (de)
IT (1) IT201600127242A1 (de)
WO (1) WO2018109592A1 (de)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RO135394A2 (ro) 2020-06-03 2021-12-30 Nicu Marian Nemeş Perete anti- seismic, cu elemente de construcţie pro- filate şi armături de oţel beton
JP7199110B2 (ja) * 2021-04-12 2023-01-05 株式会社日本耐震設計 防災シェルター

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2336402A (en) * 1940-08-04 1943-12-07 Albert G Kaiser Shower bath mechanism
US4152789A (en) * 1977-11-25 1979-05-08 Vbm Corporation Shower stall enclosure
US20130205685A1 (en) * 2009-10-09 2013-08-15 Todd R. Leatherman Modular integrated outdoor locker and shower stall system
KR20130117204A (ko) * 2012-04-18 2013-10-25 이경언 건축물용 내진 보강 구조물 및 이를 이용한 건축물 내진 보강 공법
ITCS20120025A1 (it) * 2012-06-16 2013-12-17 Masi Antonino De Cella di sicurezza modulare per edifici residenziali, industriali e commerciali
JP2014121932A (ja) * 2012-12-21 2014-07-03 Hiroisa Koizumi 地震、津波避難用カプセル及び乗用車内待機の構造

Also Published As

Publication number Publication date
EP3555389B1 (de) 2020-10-28
US20200011081A1 (en) 2020-01-09
IT201600127242A1 (it) 2018-06-16
WO2018109592A1 (en) 2018-06-21
HRP20210064T1 (hr) 2021-03-05
EA201991079A1 (ru) 2019-09-30

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