EP2411596A2 - Schwimmende estrichstruktur - Google Patents

Schwimmende estrichstruktur

Info

Publication number
EP2411596A2
EP2411596A2 EP10721353A EP10721353A EP2411596A2 EP 2411596 A2 EP2411596 A2 EP 2411596A2 EP 10721353 A EP10721353 A EP 10721353A EP 10721353 A EP10721353 A EP 10721353A EP 2411596 A2 EP2411596 A2 EP 2411596A2
Authority
EP
European Patent Office
Prior art keywords
pillars
floating floor
floor structure
structure according
manner
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Withdrawn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
EP10721353A
Other languages
English (en)
French (fr)
Inventor
Alessandro Camilli
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.)
A G A SYSTEMS TRADING Srl
Original Assignee
A G A SYSTEMS TRADING Srl
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 A G A SYSTEMS TRADING Srl filed Critical A G A SYSTEMS TRADING Srl
Publication of EP2411596A2 publication Critical patent/EP2411596A2/de
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02447Supporting structures
    • E04F15/02458Framework supporting the panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/02172Floor elements with an anti-skid main surface, other than with grooves
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02447Supporting structures
    • E04F15/02452Details of junctions between the supporting structures and the panels or a panel-supporting framework

Definitions

  • the main object of the present invention is that of providing means for facilitating the movement of the material in the rooms for storing, ammunitions, arms and the like, reducing the physical effort for the respective manual movement and without any contraindications in terms of safety.
  • Another object of the present invention is that of attaining the previous object through a solution concept applicable in any environment used for storing explosives, ammunitions, arms and the like, even not expressly prearranged and - as a matter of fact regardless of any prearrangement - being linked to the solution concept the adaptation of the same to the environment in question.
  • Other objects of the present invention are those of attaining the previous object and simultaneously providing a device suitable for: not causing any contraindications in terms of safety and hygiene; attaining the highest application modularity and polyvalence possible, as well as easy adaptability to the existing structures; allowing immediate implementation without entirely altering the structures it is intended to complete, attaining a solution concept feasibly useable even in other applications with respect to that of storing explosives, ammunitions, arms and the like, for which it was expressly conceived.
  • the floating floor structure comprising bearing pillars (1) with revolving ball (3) constrained in the head (2), projecting on the floor surface (10), supported by a grid of crosspieces (7) suspended between the bearing pillars (1) and made of material suitable to prevent the generation of sparks under friction or impact and prevent the accumulation of electrostatic energy, the entirety being used for building floors particularly for rooms intended for storing explosives, ammunitions, arms and the like, in such a manner that the pallets of the respective support may be easily translated and moved manually on the floating floor rolling on the heads of the pillars in a safe manner.
  • Figure 1 shows a partial perspective view of the floating floor according to the invention
  • Figures 2 and 3 show a constituting element respectively from a perspective view and a top- bottom view
  • Figure 4 shows a bottom perspective view of the same constituting element of the previous figures with a kit of specific accessories
  • Figure 5 shows a plan view of another constituting element
  • Figures 6 and 7 respectively show a plan view and side view of the assembly. Static description of the embodiment
  • indicated with 1 are the bearing pillars of the floating floor according to the invention, cylindrical-shaped in the illustrated embodiment, constrained in whose head 2 is a revolving ball 3, in such a manner that projecting over said head 2 is a cap, indicated with the same reference number 3.
  • Each pillar 1 abuts at the lower part against the support surface 16 by means of a foot 4, associated thereto by means of a screw stem 5, and it is also shaped with four parallelepiped-shaped radial projections 6, mutually oriented orthogonally and provided with transverse through holes 9.
  • pairs of crosspieces 7, all of the same length fixed by means of screws 8 through said through holes 9, in such a manner to form a square-meshed orthogonal grid, accommodated laying on which are the square panels 10 forming the floor surface, indicated with the same reference 10.
  • the panels 10 are dimensioned each to cover four square-shaped meshes of the grid of crosspieces 7 and bearing circular central holes 11 , median half-circular grooves 12 at the sides and gored grooves 13 at the corners, to provide openings for the projection of the apical balls 3 of the pillars 1 in the entirety of the respective assembly.
  • the perimeter pillars 1 are also associated, through support elements 14, to an edge 15 or perimeter guard element to be interposed on the walls 17 for the functions outlined hereinafter.
  • the floating floor structure according to the invention may be easily laid on any surface, suitably positioning the pillars 1, levelling them through the respective screw stems 5 for connecting to the respective feet 4, connecting them to form a square-mesh through the crosspieces 7 and then laying the panels 10 thus formed over the grid to form the floor surface 10.
  • the elements that combine to form floating floor according to the invention preferably made up of: the bearing pillars 1, i.e. the elements for accommodating and supporting the balls 3, are made of steel, designed and made to resist against heavy stresses and extremely heavy loads, produced specifically with numerical control machining centres using "FE 42 UNI 7070 TOLL: ISA h 11" drawn steel, 42 kg/sqm resistance or the like, cold zinc -plated and provided with an adjustable foot 4, with insulating base fixable against the floor to prevent inadvertent slip-off in case of impact, designed to bear direct load under pressure amounting up to 2000 kilograms.
  • the bearing pillars 1 i.e. the elements for accommodating and supporting the balls 3 are made of steel, designed and made to resist against heavy stresses and extremely heavy loads, produced specifically with numerical control machining centres using "FE 42 UNI 7070 TOLL: ISA h 11" drawn steel, 42 kg/sqm resistance or the like, cold zinc -plated and provided with an adjustable foot 4, with insulating base fixable against the floor to prevent inadvert
  • the balls 3 are massive, designed to bear heavy stresses and extremely heavy loads and over a long period of time, accommodated constrained in massive UNI 18 Ni CrM (UNI 7846-78/AFNOR 18NCD/B.S.EN353 steel boxes), carbonitrurated CM7, case-hardening plus tempered with hardness HRC; thickness 0.60.8 mm, with inner anti-dust gasket; the balls 3 are made of G10G16G20 ISO3290 chrome-plated steel, designed to bear direct load under pressure amounting up to 1500 kilograms.
  • the crosspieces 7, i.e. the coupling elements, are produced specifically with numerical control machining centres, obtained using "FE 42 UNI 7070 TOLL: ISA h 11" drawn steel plates, 42 kg/sqm resistance or the luce, cold zinc-plated, coupled by means of bolts with self-locking bolt.
  • edges 14, i.e. the elements for supporting and anchoring perimeter guard elements, are produced specifically with numerical control machining centres, made of "FE 42 UNI 7070 TOLL: ISA h 11" drawn steel, 42 kg/sqm resistance or the like, cold zinc-plated and provided with an aluminium guard plate 10mm thickness, 60802T6 anti-spark alloy.
  • the panels 10, i.e. the floor cover plates, are made of knurled aluminium, 5754 alloy 5+2 mm thickness, anti-skid and anti-spark, machined using specific machines with numerical control machining centres, laying on the support structure and easily removable for checking the underlying.
  • the floating floor structure according to the invention may be alternatively implemented using technical and mechanical equivalents, with devices possibly having further integrative solutions, same case applying to all configurations of the constituents thereof that may be varied to suit the purpose.
  • the pillars instead of being cylindrical like in the described preferred embodiment, may be of any other shape suitable for the purpose;
  • the grid of crosspieces instead of being square-meshed like in the described preferred embodiment, may have a mesh of any shape and dimensioned in a manner suitable for the purpose;
  • the panels forming the floor surface instead of being square-shaped and dimensioned each to cover four square meshes of the grid of crosspieces like in the described preferred embodiment, may be alternatively shaped and dimensioned in any other manner suitable for the purpose.
  • the floating floor structure according to the invention offers advantages corresponding to the attainment of the preset objects and others: as a matter of fact it integrates a safe, functional and polyvalent technology for facilitating the movement of packages containing explosives, ammunitions, arms and the like applicable in any arrangement and without risks of any kind, as a matter of fact, the material used guarantees complete absence of sparks even in case of accidental impacts and prevents the accumulation of electrostatic energy.
  • the extreme modularity thereof allows an easy and quick, maintenance and replacement of the single components, and also allows quick disassembly of the floor itself for possible reutilisation in other environments.
  • the product is also absolutely suitable to bear heavy loads over long periods of time.
  • KEY TO THE NUMBERS pillars ) head of the pillars ) revolving ball constrained in the head against the pillars ) foot of the pillars ) screw stem of the foot ) parallelepiped radial projections of the pillars ) crosspieces ) screws for fixing crosspieces ) through holes in the parallelepiped radial projections of the pillars ) panels forming the floor surface ) circular central holes of the panels ) median half-circular grooves at the sides of the panels ) gored grooves at the corners of the panels ) elements for supporting the edge or perimeter guard element ) edge or perimeter guard element ) support surface ) walls

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Floor Finish (AREA)
  • Building Environments (AREA)
EP10721353A 2009-03-27 2010-03-19 Schwimmende estrichstruktur Withdrawn EP2411596A2 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ITPS2009A000006A IT1393741B1 (it) 2009-03-27 2009-03-27 Struttura di pavimento flottante
PCT/EP2010/053623 WO2010108867A2 (en) 2009-03-27 2010-03-19 Floating floor structure

Publications (1)

Publication Number Publication Date
EP2411596A2 true EP2411596A2 (de) 2012-02-01

Family

ID=42016964

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10721353A Withdrawn EP2411596A2 (de) 2009-03-27 2010-03-19 Schwimmende estrichstruktur

Country Status (4)

Country Link
US (1) US20120036796A1 (de)
EP (1) EP2411596A2 (de)
IT (1) IT1393741B1 (de)
WO (1) WO2010108867A2 (de)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITBS20100179A1 (it) * 2010-11-10 2012-05-11 Cover Technology S R L Pavimento sopraelevato
US8671635B2 (en) * 2011-01-04 2014-03-18 Nigel Jones Perimeter pedestals
US9790690B2 (en) * 2016-03-11 2017-10-17 United Construction Products, Inc. Peripheral stabilizing system for elevated flooring surface
US10119290B2 (en) 2016-08-02 2018-11-06 Worksafe Technologies Modular isolation supports and floors
US11085193B2 (en) 2018-04-09 2021-08-10 United Construction Products, Inc. Peripheral restraint system for elevated flooring surface
CN110616874B (zh) * 2019-10-14 2021-05-07 王鸿香 一种可调平多支点铺砖支架

Family Cites Families (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3268265A (en) * 1964-09-29 1966-08-23 Gen Motors Corp Material handling system
DE1683491A1 (de) * 1966-07-11 1970-05-06 Bruce Sutton Doppelboden
US3530967A (en) * 1968-09-24 1970-09-29 Stone Conveyor Co Inc Ball transfer tile
US3739894A (en) * 1971-03-15 1973-06-19 Western Gear Corp Ball transfer unit
SE420902B (sv) * 1979-07-19 1981-11-09 Claes Nordstrom Lastpall
US4558544A (en) * 1983-03-30 1985-12-17 H. H. Robertson Company Adjustable pedestal for elevated floors
US4696583A (en) * 1984-05-25 1987-09-29 The Boeing Company Ball support assembly
DE3805494A1 (de) * 1988-02-22 1989-08-31 Bavaria Cargo Tech Foerderkugeleinheit
US4922670A (en) * 1989-01-27 1990-05-08 Naka Technical Laboratory Free access floor and method of constructing the same
US4974378A (en) * 1989-12-29 1990-12-04 Shustov Valentin N Seismic-isolator
IT226426Z2 (it) * 1992-04-01 1997-06-16 Plotini Allestimenti Struttura di supporto, per l'esecuzione di pavimenti sospesi,impalcatie simili
CA2101577C (en) * 1992-07-31 2005-06-07 Dale L. Taipale Modular portable stage system
US5516211A (en) * 1995-07-28 1996-05-14 The Rexroth Corporation Ball transfer unit
US5673780A (en) * 1996-02-20 1997-10-07 International Automated Systems, Inc. Method of installing a level ball bearing floor
US5672012A (en) * 1996-03-28 1997-09-30 Rbc Transport Dynamics Corporation Cargo deck bearing
JP3409611B2 (ja) * 1996-10-04 2003-05-26 良三 米田 物体の耐震支持装置
JP3833779B2 (ja) * 1997-05-16 2006-10-18 株式会社奥村組 免震装置
US5904009A (en) * 1997-12-01 1999-05-18 Huang; Chien-Teh Shock-resistant floor-supporting strut unit which can bear a heavy load thereon
GB0128714D0 (en) * 2001-11-30 2002-01-23 Lucas Western Inc Support for ball transfer unit
US8156696B2 (en) * 2003-07-15 2012-04-17 Worksafe Technologies Seismically stable flooring
TWI258545B (en) * 2003-11-06 2006-07-21 Nat Applied Res Laboratories Vibration-isolated support platform
LU91123B1 (en) * 2004-11-16 2006-05-17 Uniflair Int Sa Support structure for elevated floor assembly
ES2326056B1 (es) * 2006-09-01 2010-04-07 Simon Connect, S.L Perfeccionamientos introducidos en los sistemas de instalacion de suelos tecnicos.

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2010108867A2 *

Also Published As

Publication number Publication date
WO2010108867A3 (en) 2010-12-23
US20120036796A1 (en) 2012-02-16
IT1393741B1 (it) 2012-05-08
WO2010108867A2 (en) 2010-09-30
ITPS20090006A1 (it) 2010-09-28

Similar Documents

Publication Publication Date Title
WO2010108867A2 (en) Floating floor structure
US7290375B2 (en) Seismic isolation access floor assembly
KR101482082B1 (ko) 높이조절 및 내진성능이 강화된 물탱크받침
US20150122969A1 (en) Seismic isolation structure for heavy objects, and seismic isolation method
US10219404B2 (en) Double floor member
KR20010071825A (ko) 유연제조장치 및 방법
CN209339523U (zh) 下沉式卫生间地板结构
JP6414662B2 (ja) 吊り天井構造
KR20110009362U (ko) 인서트 기능을 가진 스페이셔
US8353078B2 (en) Anchor and alignment device for carpet tiles
JP5963215B2 (ja) 移設型建築物の、厨房床の排水設備
KR101318158B1 (ko) 방진 레벨링 키트 및 이를 이용한 마루시스템
JP6383532B2 (ja) 既存構造物の免震化方法
US20240110401A1 (en) Safety device for a technical floor
JP2015055146A (ja) 建物床への設備等の設置構造
CN201635336U (zh) 高架地板安装结构
JP6170446B2 (ja) 建物床への設備等の設置構造
KR200462731Y1 (ko) 크기 및 설치장소에 따라 access floor와 oa floor 에 적용될 수 있는 내강재가 충진 된 이중바닥재
KR102598522B1 (ko) 코너락 체결구조를 구비한 이중바닥용 각형 패널
JP6096659B2 (ja) 木造軸組建物
RU42050U1 (ru) Регулируемая стойка для строительных конструкций
KR102051779B1 (ko) 이중바닥구조물 결속작업용 안전작업도구
JP2010065494A (ja) 二重床及び間仕切り壁の施工方法
JP2522600Y2 (ja) 配管サポート
RU146810U1 (ru) Регулируемая опорная конструкция фальшпола

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

17P Request for examination filed

Effective date: 20111021

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): 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 SE SI SK SM TR

DAX Request for extension of the european patent (deleted)
17Q First examination report despatched

Effective date: 20160304

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: 20160715