EP3327226A1 - Isolation sismique - Google Patents

Isolation sismique Download PDF

Info

Publication number
EP3327226A1
EP3327226A1 EP17203536.2A EP17203536A EP3327226A1 EP 3327226 A1 EP3327226 A1 EP 3327226A1 EP 17203536 A EP17203536 A EP 17203536A EP 3327226 A1 EP3327226 A1 EP 3327226A1
Authority
EP
European Patent Office
Prior art keywords
superstructure
substructure
vertical
seismic isolator
discharge unit
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.)
Withdrawn
Application number
EP17203536.2A
Other languages
German (de)
English (en)
Inventor
Mauro Laudazi
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 EP3327226A1 publication Critical patent/EP3327226A1/fr
Withdrawn legal-status Critical Current

Links

Images

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
    • E04H9/023—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins

Definitions

  • the present invention relates to a seismic isolator, a device used to isolate at least a portion of the load-bearing structure of buildings from the effects of an earthquake, of the type specified in the preamble to the first claim.
  • Seismic isolators are suitable for separating the load-bearing structure of a building into two distinct parts avoiding or at least reducing the passage of vibration produced by an earthquake between said two parts of the building.
  • seismic isolators divide a building identifying, with respect to said seismic isolator, a substructure comprising the foundations, and optionally, part of the load-bearing walls; and a superstructure comprising the remainder of the load-bearing structure.
  • Seismic isolators decouple the superstructure from the substructure preventing the seismic waves from being transmitted to the superstructure varying the period thereof and avoiding resonance phenomena in the superstructure.
  • the isolator imposes a greater period on the superstructure (in detail at least triple) compared to the substructure so that it acts like a rigid body with respect to the substructure and is stationary with respect to the vibrations generated by the earthquake.
  • seismic isolators A prime example of seismic isolators are deformation isolators.
  • seismic isolators rely on the elastic properties of natural and synthetic elastomers. They consist of a sandwich of horizontal layers of elastomer of a thickness not exceeding 210 mm alternated with horizontal sheets of steel a few millimetres thick and used to increase the bearing capacity to vertical loads of the seismic isolator without affecting the shear deformability.
  • seismic isolators dissipate energy by hysteresis exploiting an elastic deformation of the horizontal layers of elastomer.
  • sliding seismic isolators also called pendulum isolators.
  • Sliding isolators are composed of three overlapping steel elements i.e. a base element associated with the substructure and provided with a concave surface; a central element, called slider, with suitably shaped convex surfaces to couple to the concave surfaces of the base element; and an upper element associating the slider to the superstructure.
  • sliding seismic isolators dissipate energy by friction exploiting a reciprocal sliding of the concave and convex surface and hence a shift between slider and base element.
  • a first drawback is the high cost of construction and installation of the seismic isolators known to date.
  • This aspect is increased by the difficulty of movement and positioning on the construction site which characterises the prior seismic isolators.
  • a further drawback is the fact that an earthquake significantly deteriorates seismic isolators preventing their subsequent proper functioning and thus forcing their replacement.
  • an earthquake may cause the deformation of the arched surfaces which subsequently may no longer match each other perfectly and/or may be unable to reciprocally slide in case of a further earthquake.
  • the technical purpose of the present invention is to devise a seismic isolator able to substantially overcome at least some of the drawbacks mentioned.
  • one purpose of the invention is to obtain a seismic isolator which is simple and cheap to construct and install.
  • Another important purpose of the invention is to make a highly effective seismic isolator and therefore able to prevent the passage of accelerations between the substructure and the superstructure in the case of intense earthquakes.
  • a further purpose of the invention is to have a seismic isolator able to withstand multiple earthquakes of high intensity.
  • the measures, values, shapes and geometric references (such as perpendicularity and parallelism), when used with words like “about” or other similar terms such as “approximately” or “substantially”, are to be understood as except for measurement errors or inaccuracies due to production and/or manufacturing errors and, above all, except for a slight divergence from the value, measure, shape or geometric reference which it is associated with.
  • said terms, if associated with a value preferably indicate a divergence of not more than 10% of said value.
  • reference numeral 1 globally denotes the seismic isolator according to the invention.
  • the seismic isolator 1 is suitable to isolate at least partially, appropriately entirely, a building 10 ( figs. 1 and 21) preventing an earthquake or other similar event from damaging the load-bearing structure of said building - i.e. the load-bearing walls of the building meant to absorb the loads and external actions which the building 10 is subject to throughout its life.
  • the building 10 comprises a substructure 11 ; a superstructure 12 above the substructure 11; and at least one seismic isolator 1 interposed between the superstructure 12 and the substructure 11.
  • the substructure 11 comprises at least the building's foundations 10 i.e. the part of the building 10 transmitting the loads from the structures protruding from the ground (which the load-bearing structure is part of) to the ground.
  • the substructure 11 may comprise the foundations and a portion of the load-bearing structure.
  • the superstructure 12 comprises at least part and, in some cases, all of the load-bearing structure of the building 10.
  • the seismic isolator 1 is suitable to allow a passage, advantageously exclusive, of vertical loads from the superstructure 12 to the substructure 11. It is suitable to prevent any horizontal accelerations, such as those caused by an earthquake, from passing from the substructure 11 to the superstructure 12.
  • the term vertical identifies a direction parallel to the lying plane of the load-bearing walls of the load-bearing structure and, in particular, to the gravitational gradient.
  • the term horizontal identifies a direction perpendicular to the lying plane of the load-bearing walls of the load-bearing structure and, in particular, to the gravitational gradient.
  • the seismic isolator 1 defines and, in particular, delimits a housing volume 1a suitable to be interposed between substructure 11 and superstructure 12.
  • the seismic isolator 1 may comprise a first anchor body 2 suitable to be integrally connected to the superstructure 12; and a second anchor body 3 suitable to be integrally connected to the substructure 11.
  • the first anchor body 2 is integral with the superstructure 12.
  • the bodies 2 and 3 are not in direct contact with each other, i.e. are not in mutual contact and/or provide for a component interposed between them.
  • the bodies 2 and 3 do not enclose/delimit the housing volume 1 a.
  • the seismic isolator 1 is free, except for the anti-vibration device described below, of horizontal connections between the anchor bodies 2 and 3 suitable to prevent a horizontal movement between said bodies 2 and 3.
  • the first anchor body 2 defines a first base surface 2a of the housing volume 1a.
  • the first base surface 2a is horizontal.
  • the first anchor body 2 defines at least a first lateral surface 2b transversal and in detail, perpendicular to the first base surface 2a.
  • the first anchor body 2 may comprise several first lateral surfaces 2b, appropriately four, delimiting a first chamber 1b identifying at least a portion of the volume 1 a. More preferably, the first lateral surfaces 2b define the entire perimeter of the first chamber 1b.
  • the first chamber 1b may have a square horizontal cross-section.
  • the first lateral surface 2b is vertical.
  • the first anchor body 2 comprises a first base 21 defining the first base surface 2a.
  • the first base 21 is integral with the superstructure 12.
  • the first anchor body 2 comprises, for each lateral wall 2b, at least a first wall 22 defining a first lateral surface 2b.
  • the first wall 22 is integral with the superstructure 12 and transverse to the base 21.
  • the first base 21 and/or the first 22 wall are made of metal and in detail steel, appropriately stainless.
  • the first wall 22 is integral with the first base 21.
  • the first anchor body 2 is in one piece.
  • the first base 21 and/or the first wall 22 and thus the first body 2 can be defined by the superstructure 12.
  • first base 21 and/or the first wall 22 can be distinct from the superstructure 12 and suitable to be integrally connected to it by means, for example, of gluing or welding.
  • the entire first anchor body 2 identifies an element distinct from the superstructure 12.
  • the first anchor body 2 may comprise portioning means 23 (such as a grid) suitable to divide the first chamber 1b into first compartments 1d appropriately having a square horizontal cross-section.
  • Each compartment 1d can define at least one, in detail two and precisely four first lateral sides 2b.
  • the portioning means 23 are integral with the first walls 22.
  • portioning means 23 can also define one or more first lateral surfaces 2b (as shown in Figs. 21 and 22).
  • the second anchor body 3 is integral with the substructure 12.
  • the second anchor body 3 defines a second base surface 3a of the housing volume 1a.
  • the second base surface 2a is horizontal.
  • the base surfaces 2a and 3a are on opposite sides with respect to the volume 1 a.
  • the base surfaces 2a and 3a are substantially parallel to each other.
  • the second anchor body 3 defines at least a second lateral surface 3b transversal and in detail, perpendicular to the second base surface 3a. Preferably, it comprises several second lateral surfaces 3b, appropriately four, delimiting a first chamber 1c identifying at least a portion of the housing volume 1 a. More preferably, the second lateral surfaces 2b define the entire perimeter of the second chamber 1 c.
  • the second lateral surface 3b is vertical.
  • the second anchor body 3 comprises a second base 31 defining the second base surface 3a.
  • the second base 31 is horizontal.
  • the second anchor body 3 comprises, for each second lateral surface 3b, at least a second wall 32 defining the second lateral surface 3b.
  • the second wall 32 is integral with the substructure 11 and transverse to the second base 31. It is vertical.
  • the second wall 32 is integral with the second base 31.
  • the second anchor body 3 is in one piece.
  • the second body 3 may comprise connection means, in detail of the detachable type, suitable to make the second base 31 integral with each second wall 32.
  • the second base 31 and/or the second wall 32 are made of metal and in detail steel, appropriately stainless.
  • the first wall 22 is integral with the first base 21.
  • the second base 31 and/or the second wall 32 may be defined by the substructure 11.
  • the second base 31 and/or the second wall 32 may be distinct elements from the substructure 11 and suitable to be integrally connected to it by means, for example, of gluing.
  • the entire second body 3 is distinct from the substructure 11.
  • the second chamber 1 c may have a square horizontal cross-section.
  • the second chamber 1 c may include inside it the first chamber 1 b and therefore identify the entire housing volume 1 a.
  • the second chamber 1 c surrounds the entire first chamber 1 b.
  • the first walls 22 are placed between the second walls 32 ( figs. 1-22 ).
  • the first chamber 1 b may include inside it the second chamber 1 c and therefore identify the entire housing volume 1 a. Therefore, the second walls 32 are between the first 22 walls.
  • the seismic isolator 1 may comprise at least one vertical discharge unit 4 interposed between the bodies 2 and 3 and in simultaneous contact with both base surfaces 2a and 3a (i.e. the base surfaces 21 and 31) allowing the weight of the superstructure 12, or other vertical load to be discharged to the substructure 11.
  • the vertical discharge unit 4 is placed between the bases 2a and 3a and is in contact with said bases 2a and 3a. It is in the housing volume 1a and more preferably in the innermost chamber between the chambers 1 b or 1 c.
  • the isolator 1 does not include other elements in simultaneous contact with the base surfaces 2a and 3a.
  • the isolator 1 comprises several units 4 in detail at least four and precisely between four and nine vertical discharge units 4. Each unit 4 is placed in a compartment 1d.
  • compartments 1d can house a vertical discharge unit 4; in other cases only some compartments 1d house a unit 4 ( Figs. 1-2 and 4-5 ).
  • the vertical discharge units 4 can be placed at least perimetrally to the central core of inertia of the superstructure 12 which thus falls inside the outermost perimeter defined by the arrangement of the units 4.
  • the unit 4 allows the passage between the superstructure 12 and substructure 11 of vertical loads only such as weight. It does not allow the passage of horizontal forces between the superstructure 12 and substructure 11.
  • the vertical discharge unit 4 can come into contact only with the base surfaces 2a and 3a and only with the first lateral surfaces 2b ( Fig. 1 ).
  • the unit 4 is suitable to come into exclusive contact with the base surfaces 2a and 3a and second lateral surfaces 3b only.
  • the vertical discharge unit 4 may comprise a rolling element, preferably spherical, suitable to be in contact and enclosed between the base surfaces 2a and 3a.
  • the vertical discharge unit 4 and base surfaces 2a and 3a have a reciprocal friction coefficient of less than 0.01.
  • the rolling element is thus in a material suitable to define with the base surfaces 2a and 3a a low friction coefficient (similar to that of rolling bearings, i.e. 0.001 ⁇ 0.005) so as to minimize the transfer of horizontal loads by friction.
  • the bearings may be made of metallic or ceramic material (such as steel, appropriately stainless).
  • the vertical length of the vertical discharge unit 4 may be greater than that of the lateral surfaces 2b and 3b and, therefore, of the walls 22 and 32 so that only the vertical discharge unit 4 is in simultaneous contact with both base surfaces 2a and 3a.
  • the seismic isolator 1 may comprise at least one anti-vibration device 5 suitable to absorb vibrations, preferably exclusively horizontal, generated by an earthquake, preventing them from being transferred from the substructure 11 to the superstructure 12.
  • the anti-vibration device 5 is suitable to absorb said vibration deforming itself elastically and/or plastically.
  • the anti-vibration device 5 is interposed between and in contact with at least one first lateral surface 2b and at least one second lateral surface 3b.
  • the isolator 1 does not include other elements in simultaneous contact with the lateral surfaces 2b and 3b.
  • the anti-vibration device 5 is in contact simultaneously with both lateral surfaces 2b and 3b. At most it is in contact with only one of the base surfaces 2a and 3a.
  • the housing volume 1a It is in the housing volume 1a and preferably in the interspace between the chambers 1b and 1c and to be precise partially or preferably entirely fills such interspace.
  • the first chamber 1b internal to the second 1c it is in the second chamber 1c and fills at least partially and in detail totally the interspace between the chambers 1b and 1c.
  • the anti-vibration device 5 surrounds the unit 4.
  • the anti-vibration device 5 is made of a material having a hardness less than that of the vertical discharge unit 4. For example, it may have a hardness of less than 100 sh and in detail 50 sh and, in more detail, substantially comprised between 50 and 320 sh.
  • the anti-vibration device 5 is made of elastomeric material such as industrial rubber and, to be precise, bargom ®.
  • the anti-vibration device 5 is suitable to come into contact vertically with at most only one of the base surfaces 2a and 3a so as not to have a passage of vertical loads between the superstructure 12 and substructure 11 through the anti-vibration device 5. Therefore, the vertical length of the anti-vibration device 5 is less than that of the vertical discharge unit 4 so that only the vertical discharge unit 4 is in contact simultaneously with both base surfaces 2a and 3a.
  • the seismic isolator 1 presents the vertical discharge unit 4 in contact with both base surfaces 2a and 3a and, therefore, with both bases 21 and 31 allowing the passage of only the vertical load (weight) from the superstructure 12 to the substructure 11.
  • the vertical height of the vertical discharge unit 4 avoids the contact of the first walls 22 with the second base 31, the second walls 32 with the first base 21, and the anti-vibration device 5 with the bases 21 and 31.
  • the substructure 11 In the event of an earthquake the substructure 11 is subjected to horizontal accelerations that are transmitted to the second base 31 and, therefore, to the second lateral surfaces 3b.
  • the second walls 32 discharge the horizontal components of these accelerations onto the anti-vibration device 5 which, by deforming, absorbs such horizontal components avoiding (or at least limiting) their passage to the superstructure 12.
  • the seismic isolator 1 achieves important advantages. In fact, the seismic isolator 1 withstands an earthquake of high intensity without damage.
  • the isolator 1 conversely to the known isolators, discriminates the vertical forces from the horizontal ones thanks to the presence of two distinct elements (the vertical discharge unit 4 and the anti-vibration device 5) each of which is able to interact with the vertical forces only or the horizontal forces only.
  • the vertical discharge unit 4 is in contact with horizontal surfaces of both bodies 2 and 3 (i.e. both base surfaces 2a and 3a) and at most only one out of the first lateral surfaces 2b and second lateral surfaces 3b). It is thus capable of transmitting between the superstructure 12 and substructure 11 vertical forces (perpendicular to the base surfaces 2a and 3a) but unable to transmit horizontal forces.
  • This aspect is increased by the use of a rolling element as the vertical discharge unit 4 or of construction material of the unit 4 that minimizes the friction force exchanged between the bodies 2 and 3.
  • the anti-vibration device 5 is in contact with both the vertical lateral surfaces 2b and 3b i.e. with vertical surfaces of both the bodies 2 and 3 and at most only one of the first base surfaces 2a 3a. It is thus capable of transmitting between the superstructure 12 and substructure 11 the horizontal forces (perpendicular to the base surfaces 2a and 3a) but unable to transmit vertical forces.
  • the effectiveness of the isolator 1 is given by the particular vertical discharge unit 4 chosen and in detail by the choice of the rolling element preferably spherical.
  • seismic waves like all waves
  • transport energy without transporting mass, and communicate it to any construction integral with the ground. Consequently, the constructions that receive this energy (not kinetic because it has no moving masses) dispose of it by internal deformation depending on their construction characteristics and elasticity.
  • the choice of this vertical discharge unit 4 and in detail of the preferably spherical rolling element prevents the passage of seismic waves from the substructure 11 to the superstructure 12 and thus prevents the communication of energy from the ground to the building 10.
  • the seismic waves cannot cross the discharge unit 4, and especially the preferably spherical rolling element and find the only communication route between the substructure 11 and the superstructure 12 through the anti-vibration device 5.
  • the waves being characterized by frequency and amplitude the energy transported is proportional to the square of the amplitude so if the wave is damped the amplitude tends to zero and the energy transported decreases exponentially.
  • the isolator 1 is equipped with a special anti-vibration device 5 able to dampen the entire range of frequencies characteristic of earthquakes.
  • Another advantage is the fact that the isolator 1, being able to withstand a high intensity earthquake without incurring breakage, can absorb the energy of a plurality of earthquakes and does not require replacement after each earthquake.
  • connection means allowing a separation of each second wall 32 from the second base 31, make it possible to easily replace the anti-vibration device 5.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
EP17203536.2A 2016-11-25 2017-11-24 Isolation sismique Withdrawn EP3327226A1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
IT102016000119806A IT201600119806A1 (it) 2016-11-25 2016-11-25 Isolatore sismico

Publications (1)

Publication Number Publication Date
EP3327226A1 true EP3327226A1 (fr) 2018-05-30

Family

ID=58401977

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17203536.2A Withdrawn EP3327226A1 (fr) 2016-11-25 2017-11-24 Isolation sismique

Country Status (2)

Country Link
EP (1) EP3327226A1 (fr)
IT (1) IT201600119806A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT201800010041A1 (it) * 2018-11-05 2020-05-05 N T A Srl Dispositivo di appoggio elastico particolarmente idoneo per applicazioni nel settore stradale, industriale e civile
CN111101615A (zh) * 2019-12-30 2020-05-05 潘伯祥 一种建筑用减震装置

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2035143A (en) * 1935-07-29 1936-03-24 Grace F Marquis Earthquake protected building construction
DE3408591A1 (de) * 1983-05-18 1985-10-24 Eckart Markus Isolierungs-daempfungskoerper fuer wandartige stahlbetontragwerke
US5689919A (en) * 1995-09-21 1997-11-25 Kajima Corporation Base isolated building of wind resisting type
US20040131287A1 (en) * 2001-11-26 2004-07-08 Lee George C. Seismic isolation bearing
US20120260586A1 (en) * 2009-10-21 2012-10-18 Kunihiro Thubota Seismic isolation system having damper type damping mechanism

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2035143A (en) * 1935-07-29 1936-03-24 Grace F Marquis Earthquake protected building construction
DE3408591A1 (de) * 1983-05-18 1985-10-24 Eckart Markus Isolierungs-daempfungskoerper fuer wandartige stahlbetontragwerke
US5689919A (en) * 1995-09-21 1997-11-25 Kajima Corporation Base isolated building of wind resisting type
US20040131287A1 (en) * 2001-11-26 2004-07-08 Lee George C. Seismic isolation bearing
US20120260586A1 (en) * 2009-10-21 2012-10-18 Kunihiro Thubota Seismic isolation system having damper type damping mechanism

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT201800010041A1 (it) * 2018-11-05 2020-05-05 N T A Srl Dispositivo di appoggio elastico particolarmente idoneo per applicazioni nel settore stradale, industriale e civile
CN111101615A (zh) * 2019-12-30 2020-05-05 潘伯祥 一种建筑用减震装置

Also Published As

Publication number Publication date
IT201600119806A1 (it) 2018-05-25

Similar Documents

Publication Publication Date Title
TWI604111B (zh) Three-dimensional direction shock absorber
RU2578419C1 (ru) Виброизолятор ходаковой для оборудования
RU2558770C1 (ru) Демпфер сухого трения кочетова, встроенный в пружинный виброизолятор
KR100914032B1 (ko) 원추형 홈이 구비된 볼베어링 면진장치
EP3327226A1 (fr) Isolation sismique
CN111663373B (zh) 减隔震浮置板轨道
KR102191280B1 (ko) 볼과 스프링을 이용하는 면진 장치
JP6378494B2 (ja) 免震構造
KR20010074179A (ko) 일체형 다방향 면진받침
RU2559393C1 (ru) Тарельчатый упругий элемент с комбинированным демпфером
RU2582638C1 (ru) Пакет кольцевых конусных пружин кочетова
KR20120128523A (ko) 구체의 진자운동을 이용한 지진 격리장치
RU2547969C1 (ru) Пакет кольцевых конусных пружин кочетова
RU2597718C2 (ru) Тарельчатый виброизолятор кочетова
RU2663569C2 (ru) Тарельчатый виброизолятор
JP6405733B2 (ja) 制振構造
RU2547968C1 (ru) Пакет кольцевых пружин кочетова
RU2597711C2 (ru) Равночастотный упругий элемент кочетова кольцевого типа
CN203066313U (zh) 降低冲击音的地板结构
RU2551574C1 (ru) Виброизолятор шайбовый сетчатый кочетова
JP6651149B2 (ja) 制震装置
AU2021361097B2 (en) Structural bearing for protecting structures against shocks
JP4908152B2 (ja) 床免震システム
Aravinthan et al. Analytical and Experimental Analysis of Base Isolated Structure with Hybrid Spherical Roller (HSR)
RU1811633C (ru) Звукоизолирующее устройство

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20181201