EP1165909A1 - Faux plancher modulaire demontable pour plates-formes surelevees etanches - Google Patents

Faux plancher modulaire demontable pour plates-formes surelevees etanches

Info

Publication number
EP1165909A1
EP1165909A1 EP00921025A EP00921025A EP1165909A1 EP 1165909 A1 EP1165909 A1 EP 1165909A1 EP 00921025 A EP00921025 A EP 00921025A EP 00921025 A EP00921025 A EP 00921025A EP 1165909 A1 EP1165909 A1 EP 1165909A1
Authority
EP
European Patent Office
Prior art keywords
modular
side wall
sections
wall sections
gutters
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
EP00921025A
Other languages
German (de)
English (en)
Other versions
EP1165909B1 (fr
Inventor
Biagio Carlo Fast Park Sistema s.r.l. MANNA
Luciano Spelucci
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.)
Fast Park Sistema Srl
Original Assignee
Fast Park Sistema 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=11406614&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1165909(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Fast Park Sistema Srl filed Critical Fast Park Sistema Srl
Priority to SI200030191T priority Critical patent/SI1165909T1/xx
Publication of EP1165909A1 publication Critical patent/EP1165909A1/fr
Application granted granted Critical
Publication of EP1165909B1 publication Critical patent/EP1165909B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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
    • E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
    • E04H6/08—Garages for many vehicles
    • E04H6/10—Garages for many vehicles without mechanical means for shifting or lifting vehicles, e.g. with helically-arranged fixed ramps, with movable ramps
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges

Definitions

  • the present invention relates to a demountable modular floor for watertight raised decks. More particularly, this invention relates to a floor structure consisting of a plurality of modularly assemblable composite slabs made of steel sheet and concrete provided with a drainage system for collecting and conveying the rainwater between the slabs.
  • a floor structure consisting of a plurality of modularly assemblable composite slabs made of steel sheet and concrete provided with a drainage system for collecting and conveying the rainwater between the slabs.
  • Such floor structure allows a rapid setting up of the raised deck and, at the same time, it affords the total dismantling thereof and prevents any seepage or leakage of water towards the underlying area.
  • constructions of one or more raised floors or decks suited to be set up in a short time and with restricted economic resources are becoming quite interesting particularly for building more or less temporary parking lots, as an alternative to conventional multistorey underground and/or raised car park constructions. If it is desired to maximise the advantages of- fered by such structures, however, it is
  • the structure substantially consists of modular units each of which comprises a rectangular or square composite floor element, surrounded by four edge beams and held up at its corners by four vertical supporting elements or pillars that bear said edge beams through corresponding node elements or capitals, special bases for resting on the ground being provided under said vertical supporting elements, while a system of ties and/or struts transversely strengthens the structure.
  • Each of said vertical supporting elements ends, at a level corresponding to the base, in a threaded joint suited to enable the total length of the vertical element to be adjusted.
  • Said base also comprises a hinge device, particularly consisting of a spherical joint, enabling the base plate to lie down according to the slope of the ground surface, while the overlying supporting element may take a perfectly vertical position.
  • This double adjustment system makes it possible to install the modular structure also on not previously lev- elled, uneven grounds, and with no need to provide any foundation works.
  • the concerned structure is set up by assembling the modular units beside one another, with adjacent modules sharing in turn the relevant beams and supporting elements, so as to obtain a raised deck suitable for use as a parking lot, taking any desired shape and size.
  • the modular slabs of the floor are made of a double layer consisting of a corrugated steel sheet of suitable thickness as the load-bearing component, covered by a panel of light and strong material as the paving component, preferably made of suitably treated ply-wood.
  • This approach is proposed in order to allow the use of light elements, to be assembled on the same site where the parking structure is to be built, such elements involving relatively reduced transportation costs and being easily moved within the building yard, by hand or by small lifting trucks.
  • the wood panel is connected to the underlying steel sheet by means of metal channel sections with a omega( ⁇ )-shaped cross-section, that are mounted along the edges of two adjacent panels.
  • the omega-shaped channels are perforated in the groove portion of the section in order to enable their connection to the underlying corrugated steel sheet by means of bolts.
  • the corrugated steel sheet in turn, is correspondingly perforated along the contact area with the omega-shaped section.
  • This method of mounting the wood panels results in avoiding any need to perforate the treated wood panel, but, on the other hand, it necessarily involves the perforation of the load-bearing corrugated steel sheet on the building yard.
  • the corrugated steel sheet is also utilised, in the above-mentioned embodiments, to collect the rainwater under the said wood panel.
  • the water can be conveyed, flowing in the channels of the corru- gated sheet, toward one or more peripheral edges of the raised deck, to be collected in edge eaves having conduits branching therefrom for drainage on the ground.
  • the embodiment with composite floor made of corrugated steel sheet and wood is especially advantageous in view of the relative ease of transpor- tation of the construction components, which allows not to increase too much the construction costs in case of installations in sites very far from the factory or only reachable by sea. Furthermore, such approach has been found to be effective in respect of the modular versatility, that results from the possibility of easily cutting the floor component on the building yard in order to accommo- date any size variation of the structural module.
  • the concerned structure although being commercially proposed with a standard modularity, should also be such as to meet the various requirements that can be put forward in particular cases.
  • the modular structure should be adapted to fulfil the various national rules in respect of the standard size of the vehicle parking stalls or of the roadway width for manoeuvring the vehicles.
  • the floor slab made of metal sheet and wood panels has the drawback of not affording a long durability of the parking surface, firstly, in view of the need to perforate the steel sheet for connecting it with the metal sections holding the wood panels in place.
  • the perforation makes the steel sheet subject to corrosion and, as said operation is necessarily carried out during the assembling stage, it is not pos- sible to perform a new galvanisation process on the metal sheet after perforation.
  • the corrosive attack is remarkably enhanced not only by the rainwater that is collected within the corrugated steel sheet, but also by the condensate forming in a conspicuous amount in the contact area between the steel sheet and the panel.
  • the durability of the floor is strongly jeopardised by the scarce wear resistance of the wooden paving surface, notwithstanding any previous treatment of such surface.
  • the wood panels are subject to such a wear deterioration as to make it often necessary to substitute the damaged ones, especially on the aisles and on the manoeuvring areas.
  • a further critical element is due to the fact that the wood panel mounted on the corrugated metal sheet makes the floor highly noisy at the passage of the vehicles thereupon, because the coupling of the two above elements together acts as a resonance box.
  • a second approach considered for producing the floor of the structure according to the European patent No. 0364414 involves the use of single precast elements of reinforced concrete, to be manufactured in factory and to be installed in nearly finished condition.
  • the reinforced concrete slabs or plates forming the modular units of the floor are cast in suitably shaped metal formworks. Holes and further engagement means are provided in the moulding in order to enable the resulting piece to be removed from the metal formwork upon setting, as well as for transportation and installation purposes.
  • the concerned concrete slabs are mounted on the bearing structures of the modular parking structure without any casting on the installation site, so as to afford a complete reutilisation of the materials when the parking structure is to be disassembled and transferred.
  • any connection between the elements should not be permanent and, at the same time, it should enable the rainwater to be collected and to flow down without causing any leakage on the underlying area.
  • water collecting gutters and eaves are provided between the slabs, covered by an upper metal grid and extending in a first one of the two directions of the lattice formed by the floor slabs arranged side by side.
  • a joint between adjacent slabs is provided by means of complementary steps having a sealing gasket interposed therebetween.
  • the vertical slit between two adjacent slabs is filled with an easily removable sealing material.
  • the proposed system eliminates the main drawbacks of the first floor system described above, firstly because the thickness and the compactness of the concrete panel actually eliminate the noisiness problem. Secondly, any wear of the paving surface, made of a cement-based material, is noticeably reduced, also by virtue of a layer of resin or of a bituminous conglomerate which is laid upon the concrete to protect it both from wear due to running vehicles and from the rainwater.
  • the floor structure made of precast reinforced concrete is not free from other drawbacks.
  • particularly critical have been found to be the cost of transporting the slabs from the manufacturing site, the extension of the overall construction time of the parking structure or, conversely, the immobilisation of the precast products on the manufacturing site and/or the need to have a high number of metal formworks available.
  • the transportation of precast reinforced concrete slabs of suitable size for them to be utilised as modular elements of raised decks of rapidly assem- blable parking structures is quite expensive: normally, no more than twelve elements can be loaded in each container, with resulting multiplication of the transport runs as well as of the costs connected with the installation of such structures far away from the manufacturing site.
  • a further drawback of the concrete modular floor described above has been found to be the unsatisfactory tightness of the junction between adjacent slabs as realised by a step joint with interposed sealing gasket.
  • the sealing of the step joint is effected after assembling the concrete panels and, as a joint of noticeable linear extension is involved, the possibility of defects and leakage is not negligible.
  • a modular platform structure for raised decks suitable for bearing the load, in particular, of a vehicle parking lot which structure can be easily and rapidly assembled when installing the work and can be equally easily disassembled, is reusable, durable and not subject to undue deterioration in use.
  • such structure should allow to keep the transportation cost to a minimum when setting up the work and, although being readily demountable, should prevent any seepage or leakage of water towards the underlying area.
  • the floor structure should allow a sufficient flexibility to be achieved with respect to the module size and to the type of final coating of the paving surface.
  • this invention takes advantage of the conventional technology of construction of continuous load-bearing floors made of corrugated metal sheet filled with a layer of - usually reinforced - concrete, cast on the corrugated metal sheet.
  • the latter acts both as a confining surface for the fluid concrete and as a component element of the final composite structure.
  • each of the modular slab elements making up the raised deck can be directly and rapidly produced on the installation site by arranging a steel "box” with a bottom of corrugated metal sheet and four walls formed by suitable metal sections (that, as such, are easily transportable and have adjustable dimensions) and by casting the concrete in such metal "box” directly on the final location of the floor slab.
  • connections between the various slab elements forming the raised deck are not provided by sealing means aimed at preventing water from passing therethrough, but, on the contrary, they are entirely provided, on all sides of the slabs, by conveying means arranged for collecting such water - rather than attempting to stop it - and for conveying it to the relevant drains.
  • the present invention specifically provides a demountable modular floor for raised decks consisting of modular quadrilateral units, each of which comprising:
  • each of said Z- shaped or square loop S-shaped side wall sections is prolonged by a fin that is bent downwards and overhangs the respective gutter, so as to act as a drip.
  • a fin that is bent downwards and overhangs the respective gutter, so as to act as a drip.
  • the side wall sections of the composite slab that are parallel to the fold lines of said corrugated metal sheet of the bottom element have a substantially Z-shaped cross- section and the corresponding gutter segments are interposed between the vertical external sides of two of said Z-shaped side wall sections belonging to adjacent composite floor slabs.
  • the side wall sections that are orthogonal to the fold lines of said corrugated metal sheet have a substantially S-shaped cross-section with square loops, and the corresponding gutters are laid upon the intermediate, substantially horizontal, sides of two of said square loop S-shaped side wall sections belonging to adjacent composite floor slabs.
  • this invention further provides, in addition to the final floor structure that can be realised by exploiting the above criteria, the set of elements that are assembled on the work site for building the raised deck, to be completed by simply casting concrete and subsequently applying a protective coating thereon. Therefore, the present invention also specifically provides a system assemblable on the work site for setting up demountable modular floors for raised decks consisting of quadrilateral modular units, which system comprises:
  • a quadrilateral element made of corrugated metal sheet (consisting of one or more pieces, according to the size) and four metal sections each having a length corresponding to one side of said corrugated metal sheet element, said metal sections having a cross- section substantially in the shape of a Z or of an S with square loops, each of said metal sections being suited to be coupled to a corresponding side of said corrugated metal sheet element; • two segments of main upwardly open gutters, suited to extend along one or more of said modular units and to be housed in the channels defined by pairs of metal sections belonging to adjacent modular units; and • two secondary upwardly open gutters, each having a length corresponding to one modular unit, suited to be housed in the channels defined by pairs of metal sections belonging to adjacent modular units.
  • the system of this invention can also be utilised, according to any specific requirements, for manufacturing the composite floor slabs away from the installation site, e.g., directly in the factory or in a suitable area within the building yard.
  • Figure 1 is a partial perspective view of an embodiment of the de- mountable modular floor according to this invention, partially devoid of the concrete moulding;
  • Figures 2 and 3 are two vertical cross-sectional views of a portion of the floor of Figure 1 , after the concrete casting and the final coating, respectively taken along a plane orthogonal to the fold lines of the corrugated metal sheet and along a plane parallel to said lines;
  • Figure 4 is a perspective partial view of two angularly coupled side wall sections of the floor of Figure 1 , as they can be seen from inside;
  • Figure 5 is a perspective partial view of the same two side wall sections of Figure 4, as they can be seen from outside.
  • the demountable modular floor according to this invention is made up by a plurality of quadrilateral composite floor slabs, arranged side-by-side, the bottom of which consists of elements (1) of corrugated metal sheet (directly visible in Figure 1 , that partially shows the structure before concrete casting), and the side walls of which are made up by four metal sections (2, 3) forming two couples of different shape.
  • two substantially Z-shaped sections (2) are ar- ranged at the edges of the corrugated metal sheet bottom elements (1) along the sides of the slab parallel to the fold lines of said metal sheet, while two substantially S-shaped sections (3), the cross-section of which is in the shape of an S with square loops, (better illustrated in Figure 3) are provided along the two orthogonal sides.
  • the metal "boxes" formed by the bottom element (1) of corrugated metal sheet and by said side wall sections (2, 3) are preferably assembled at the level of the raised deck, by directly overlaying them on the horizontal network of the beams (4, 5) of said modular structure.
  • the square loop S-shaped sections (3) are directly laid upon the upper wings of the corresponding beam (5).
  • the Z-shaped sections (2) are laid with their ends on the same beam (5) (besides any other intermediate supporting points), since the upper wing of the beam (4) parallel to said Z-shaped sections (2) is taken up by the main gutter (6) provided for water collection.
  • the shape and the relative locations of two Z-shaped side wall sections (2) belonging to two adjacent floor slabs are such that a room is left therebetween for housing the main gutters (6).
  • the latter extend in parallel direction with respect to the fold lines of the corrugated metal sheet of the bottom element (1) and are to be directly laid upon the wings of the corresponding beams (4) in order to be positioned at a minimum level for collecting the water.
  • said main gutters (6) can be extended without interruptions along multiple modular units.
  • the square loop S-shaped side wall sections (3) have a shape and relative locations such as to enable the secondary gutters (7) to be positioned upon their horizontal intermediate sides, in order that said secondary gutters (7) be lo- cated at a higher level with respect to the main gutters (6) and may discharge the collected water therein. Since they meet on both their ends with the main gutters (6), the secondary gutters (7) extend for a length corresponding to the dimension of one modular floor slab, preferably with a slight protrusion beyond the vertical walls of the main gutters (6).
  • the height of the lower vertical sides of said square loop S-shaped side wall sections (3) is such as to enable the edges of the corrugated metal sheet of the bottom element (1) to be inserted into the lower channel of said wall sections (3). Therefore, said height is not less than the overall thickness of said corrugated metal sheet.
  • the horizontal upper sides of said square loop S-shaped side wall sections (3) are prolonged so as to almost completely cover (with the facing sections be- longing to two adjacent floor slabs) the corresponding secondary gutter (7).
  • Such design aims at eliminating any need to provide for additional elements to cover the joint between two adjacent floor slabs so as to make the floor sufficiently continuous.
  • such horizontal sides should have a limited width, in order not to bend under the weight of any concentrated load on the floor, such as, for instance, the load due to the wheels of a vehicle.
  • Said closure end plate (11) is preferably attached by welding.
  • the square loop S-shaped side wall section (3) is preferably cut with the upper channel slightly prolonged, in order to better house and support the secondary gutter (7).
  • the Z-shaped side wall sections (2) preferably have asymmetrical cross-section, with a lower horizontal side (12) remarkably larger than the upper horizontal side. This aids coupling it to the corrugated metal sheet of the bottom elements (1), because it enables to accommodate the variable position of the terminal descending segment of the metal sheet, which can be different according to the size of the corrugated metal sheet employed, as well as to its pitch.
  • one or more steel reinforcing elements (13) can be arranged within the metal "boxes" prepared as above described, for instance in the form of a metal wire network and/or steel rods.
  • the casting operation of the concrete layer (14) can be carried out to fill the "boxes" up to the desired level.
  • Such level depends on the choice of the final protective layer to be applied upon the concrete layer (14).
  • a coating layer (15) of bituminous conglomerate is provided upon the concrete layer (14), such coating layer (15) being applied in a sufficient thickness to level off the upper surface of the concerned composite floor slab.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Bridges Or Land Bridges (AREA)
  • Floor Finish (AREA)
  • Road Paving Structures (AREA)
  • Specific Sealing Or Ventilating Devices For Doors And Windows (AREA)
  • Laminated Bodies (AREA)
  • Building Environments (AREA)

Abstract

La présente invention concerne un faux plancher modulaire démontable pour plates-formes surélevées étanches fait d'une pluralité de dalles composites d'assemblage modulaire faites de tôles d'acier et de béton. Le faux plancher est pourvu d'un système d'évacuation d'eau permettant de recueillir et évacuer les eaux pluviales entre les dalles. En l'occurrence, chaque dalle composite est constituée d'un élément de fond (1) fait en tôle ondulée entouré de quatre profilés métalliques de forme adaptée (2, 3) délimitant un creux comblé par une épaisseur de béton (14). Cette dalle composite est entourée de quatre profilés formant des rigoles (6, 7) ouvrant vers le haut. La structure est complétée d'éléments de caillebotis (8) couvrant les rigoles les plus larges. Cette structure de faux plancher se distingue par la rapidité de montage de la plate-forme surélevée, tout en permettant un démontage total de la plate-forme et en interdisant tout suintement interstitiel ainsi que toute fuite vers la surface sous-jacente.
EP00921025A 1999-03-26 2000-03-23 Faux plancher modulaire demontable pour plates-formes surelevees etanches Expired - Lifetime EP1165909B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI200030191T SI1165909T1 (en) 1999-03-26 2000-03-23 Demountable modular floor for watertight raised decks

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
ITRM990192 1999-03-26
IT1999RM000192A IT1306847B1 (it) 1999-03-26 1999-03-26 Pavimento modulare smontabile per piani sopraelevati a tenuta d'acqua.
PCT/IT2000/000103 WO2000058583A1 (fr) 1999-03-26 2000-03-23 Faux plancher modulaire demontable pour plates-formes surelevees etanches

Publications (2)

Publication Number Publication Date
EP1165909A1 true EP1165909A1 (fr) 2002-01-02
EP1165909B1 EP1165909B1 (fr) 2003-07-02

Family

ID=11406614

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00921025A Expired - Lifetime EP1165909B1 (fr) 1999-03-26 2000-03-23 Faux plancher modulaire demontable pour plates-formes surelevees etanches

Country Status (13)

Country Link
EP (1) EP1165909B1 (fr)
AT (1) ATE244346T1 (fr)
AU (1) AU4142100A (fr)
BG (1) BG64132B1 (fr)
CZ (1) CZ299314B6 (fr)
DE (1) DE60003649T2 (fr)
ES (1) ES2202109T3 (fr)
HU (1) HU224111B1 (fr)
IT (1) IT1306847B1 (fr)
PL (1) PL204315B1 (fr)
PT (1) PT1165909E (fr)
TR (1) TR200102746T2 (fr)
WO (1) WO2000058583A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2441903A1 (fr) 2010-10-12 2012-04-18 Fast Park Sistema S.r.l. Chapiteau excentrique pour structures de planchéiage et modulaires

Families Citing this family (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7028437B2 (en) 2002-07-31 2006-04-18 Hauck Robert F Above-joist, integrated deck-gutter system
GB2392455A (en) * 2002-08-28 2004-03-03 Corus Uk Ltd Composite floor structure
ES2267331B1 (es) * 2003-10-17 2007-11-16 Servicios Especiales, S.A. Sistema constructivo de modulos prefabricados.
ITMI20051192A1 (it) * 2005-06-23 2006-12-24 Daniele Mussini Parcheggio modulare smontabile avente almeno un piano oltre al piano terra
NL1034619C2 (nl) * 2007-11-01 2009-05-06 Infra & B V Vloersamenstel alsmede profiel geschikt voor een dergelijk vloersamenstel.
DE602008004619D1 (de) 2008-02-22 2011-03-03 Daniele Mussini Modulares demontierbares und wieder aufbaubares Parksystem mit mehreren Stockwerken
US9493940B2 (en) 2010-06-08 2016-11-15 Innovative Building Technologies, Llc Slab construction system and method for constructing multi-story buildings using pre-manufactured structures
US8950132B2 (en) 2010-06-08 2015-02-10 Innovative Building Technologies, Llc Premanufactured structures for constructing buildings
KR101191545B1 (ko) 2010-08-20 2012-10-15 김영호 다수 개의 캡 플레이트를 갖는 데크 플레이트
ES2400437B1 (es) * 2011-07-27 2013-12-16 Roberto SANZ ECHEVERRIA Estructura para formar suelos de construcciones prefabricadas
US11054148B2 (en) 2014-08-30 2021-07-06 Innovative Building Technologies, Llc Heated floor and ceiling panel with a corrugated layer for modular use in buildings
AU2014364344B2 (en) 2014-08-30 2020-01-16 Innovative Building Technologies, Llc Prefabricated demising and end walls
US10260250B2 (en) 2014-08-30 2019-04-16 Innovative Building Technologies, Llc Diaphragm to lateral support coupling in a structure
JP6175568B2 (ja) * 2014-08-30 2017-08-02 イノベイティブ ビルディング テクノロジーズ，エルエルシー 床パネルとパネルレールとの間の接合部
WO2016032537A1 (fr) 2014-08-30 2016-03-03 Innovative Building Technologies, Llc Panneau de paroi préfabriqué pour installation de services publics
KR102195715B1 (ko) 2016-03-07 2020-12-29 이노베이티브 빌딩 테크놀러지스 엘엘씨 외장 도관 맞물림 특징을 가지는 조립식 디마이징 벽
WO2017156016A1 (fr) 2016-03-07 2017-09-14 Innovative Building Technologies, Llc Panneau de façade pré-assemblé pour installation de service public
SG11201807193UA (en) 2016-03-07 2018-09-27 Innovative Building Technologies Llc Floor and ceiling panel for slab-free floor system of a building
MX2018010275A (es) 2016-03-07 2019-02-11 Innovative Building Tech Llc Ensambles de impermeabilizacion y paneles de pared prefabricados que incluyen los mismos.
US11098475B2 (en) 2017-05-12 2021-08-24 Innovative Building Technologies, Llc Building system with a diaphragm provided by pre-fabricated floor panels
US10323428B2 (en) 2017-05-12 2019-06-18 Innovative Building Technologies, Llc Sequence for constructing a building from prefabricated components
US10487493B2 (en) 2017-05-12 2019-11-26 Innovative Building Technologies, Llc Building design and construction using prefabricated components
US10724228B2 (en) 2017-05-12 2020-07-28 Innovative Building Technologies, Llc Building assemblies and methods for constructing a building using pre-assembled floor-ceiling panels and walls
JP7458856B2 (ja) 2020-03-31 2024-04-01 Ｊｆｅ建材株式会社 梁際治具

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR928767A (fr) * 1946-05-07 1947-12-08 Plancher
US4630417A (en) * 1984-02-13 1986-12-23 Collier William R Modular combination floor support and electrical isolation system for use in building structures
CS264504B1 (cs) * 1986-02-20 1989-08-14 Karel Ing Szlaur Rozebíratelné plechové bednění střech a stropů
ES2033138T3 (es) * 1988-10-06 1993-03-01 Centro Progettazioni Coordinate S.R.L Estructura modular para aparcamientos, particularmente adecuada para aparcamientos provisionales.

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO0058583A1 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2441903A1 (fr) 2010-10-12 2012-04-18 Fast Park Sistema S.r.l. Chapiteau excentrique pour structures de planchéiage et modulaires

Also Published As

Publication number Publication date
CZ299314B6 (cs) 2008-06-18
ATE244346T1 (de) 2003-07-15
HU224111B1 (hu) 2005-05-30
BG105912A (en) 2002-04-30
TR200102746T2 (tr) 2002-03-21
DE60003649D1 (de) 2003-08-07
PT1165909E (pt) 2003-11-28
HUP0200464A2 (en) 2002-07-29
BG64132B1 (bg) 2004-01-30
PL351307A1 (en) 2003-04-07
DE60003649T2 (de) 2004-06-03
IT1306847B1 (it) 2001-10-11
ES2202109T3 (es) 2004-04-01
CZ20013443A3 (cs) 2002-04-17
WO2000058583A1 (fr) 2000-10-05
ITRM990192A1 (it) 2000-09-26
AU4142100A (en) 2000-10-16
EP1165909B1 (fr) 2003-07-02
PL204315B1 (pl) 2009-12-31

Similar Documents

Publication Publication Date Title
EP1165909B1 (fr) Faux plancher modulaire demontable pour plates-formes surelevees etanches
RU2092662C1 (ru) Конструктивный элемент из листового металла, строительная панель для строительства зданий, способ изготовления строительной панели, способ строительства горизонтальной части здания и способ изготовления пары конструктивных элементов из листового металла
US6698148B1 (en) Demountable modular floor for watertight raised decks
CA2272588A1 (fr) Panneau de construction moule monobloc et procede de realisation
US20130014458A1 (en) Wall structure having prefabricated, permanent form
CN114658219B (zh) 单侧装配式模板支设施工方法
CN110821023A (zh) 别墅平瓦大坡度斜屋面施工方法
CN113529956A (zh) 一种剪力墙盒式装配式建筑结构及其施工方法
US20050086904A1 (en) Method and apparatus for forming cast wall panels
EP0048728B1 (fr) Systeme de construction base sur des plaques de beton minces et elements de cassettes pour la mise en oeuvre du systeme
EP0494200B1 (fr) Procede de fabrication d'un pont de construction composite
EP0016478A2 (fr) Paroi composée d'une pluralité de panneaux préfabriqués à base de ciment
WO2019102438A1 (fr) Coffrage perdu et système de support
US5338499A (en) Method for the fabrication of a composite structure
CN212866855U (zh) 一种弧形木纹清水混凝土屋面模板体系
JP2941100B2 (ja) パネルの構造とこのパネルを床板に用いた構造物
NL1006714C2 (nl) Gebouw, werkwijze ter vervaardiging van een gebouw en werkwijze voor ontmanteling van een gebouw.
WO1999042671A1 (fr) Unite de logement modulaire prefabriquee
CZ19995A3 (en) Living unit, process of its production and a floor frame for such living unit
DE3100740A1 (de) "schallschutzwand"
CA2244988C (fr) Systeme de coffrage du beton pour construction superposee
AU600916B2 (en) Building construction
RU105310U1 (ru) Модульная пассажирская платформа
JPH0649938A (ja) 建物の建築工法およびその施工時の雨水排水構造
CN117090356A (zh) 预制女儿墙与钢筋桁架楼承板连接节点及其施工方法

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: 20010928

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Free format text: AL PAYMENT 20010914;LT PAYMENT 20010914;LV PAYMENT 20010914;MK PAYMENT 20010914;RO PAYMENT 20010914;SI PAYMENT 20010914

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20030702

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REF Corresponds to:

Ref document number: 60003649

Country of ref document: DE

Date of ref document: 20030807

Kind code of ref document: P

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20031002

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20031002

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20030403731

Country of ref document: GR

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: E. BLUM & CO. PATENTANWAELTE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040331

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2202109

Country of ref document: ES

Kind code of ref document: T3

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

ET Fr: translation filed
26N No opposition filed

Effective date: 20040405

REG Reference to a national code

Ref country code: SI

Ref legal event code: IF

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: FAST PARK SISTEMA S.R.L.

Free format text: FAST PARK SISTEMA S.R.L.#VIA LE DEI COLLI PROTUENSI, 545#00151 ROMA (IT) -TRANSFER TO- FAST PARK SISTEMA S.R.L.#VIA LE DEI COLLI PROTUENSI, 545#00151 ROMA (IT)

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20100323

Year of fee payment: 11

Ref country code: LU

Payment date: 20100312

Year of fee payment: 11

Ref country code: PT

Payment date: 20100309

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CY

Payment date: 20100223

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20100312

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GR

Payment date: 20100216

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20110526

Year of fee payment: 12

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

Free format text: LAPSE DUE TO NON-PAYMENT OF FEES

Effective date: 20110923

LTLA Lt: lapse of european patent or patent extension

Effective date: 20110323

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110923

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110323

Ref country code: CY

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110323

REG Reference to a national code

Ref country code: SI

Ref legal event code: KO00

Effective date: 20111026

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110331

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110331

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20111004

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 60003649

Country of ref document: DE

Effective date: 20121002

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110323

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20121002

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 17

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 18

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 19

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20180314

Year of fee payment: 19

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IE

Payment date: 20180312

Year of fee payment: 19

Ref country code: IT

Payment date: 20180312

Year of fee payment: 19

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20190320

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20190213

Year of fee payment: 20

Ref country code: BE

Payment date: 20190116

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20190401

Year of fee payment: 20

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20190401

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190401

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190323

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190323

REG Reference to a national code

Ref country code: GB

Ref legal event code: PE20

Expiry date: 20200322

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20200322

REG Reference to a national code

Ref country code: BE

Ref legal event code: MK

Effective date: 20200323

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20200902

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20200324