EP3286390B1 - Colonne améliorée pour la réalisation de structures préfabriquées, en particulier pour la réalisation de stationnements modulaires - Google Patents

Colonne améliorée pour la réalisation de structures préfabriquées, en particulier pour la réalisation de stationnements modulaires Download PDF

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Publication number
EP3286390B1
EP3286390B1 EP15837108.8A EP15837108A EP3286390B1 EP 3286390 B1 EP3286390 B1 EP 3286390B1 EP 15837108 A EP15837108 A EP 15837108A EP 3286390 B1 EP3286390 B1 EP 3286390B1
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EP
European Patent Office
Prior art keywords
column
realizing
modular
parkings
parking
Prior art date
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Application number
EP15837108.8A
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German (de)
English (en)
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EP3286390A1 (fr
Inventor
Gianfranco SPELLUCCI
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Individual
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Individual
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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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2451—Connections between closed section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2457—Beam to beam connections

Definitions

  • the present invention relates to an improved column for realizing prefabricated structures, particularly for realizing modular parkings.
  • the invention concerns a column of the above kind permitting optimizing the realization of prefabricated structures without foundations.
  • Each level of such parking provides at least a parking area, or "bin”, consisting of the assembly comprising a central traffic flow lane and two lateral stop zones, the latter being arranged opposite each other with respect to the central lane, and delimited by longitudinal sides of the bin (with respect to the longitudinal direction of the lane).
  • Each one of said lateral zones comprises a plurality of parking lots, arranged according to a comb arrangement and at least accessible from said central lane.
  • Some modular parkings such as that described in European Patent EP 0364414 , provide, in correspondence of the ground level bin, a plurality of pillars or columns arranged either on both longitudinal edges of the bin and on both edges of the lane, one every two parking lots.
  • Said arrangement although structurally efficient, is not particularly easy for drivers during parking maneuvers, which are partially obstructed by said pillars or columns along the sides of the central lane.
  • the arrangement described providing a column every two parking lots, allows a transmission to the ground of the upper level loads in a manner well distributed among the pillars or columns.
  • the load transmitted from a wheel of a heavy vehicle i.e. about 4 kg/cm 2
  • usually street load is at least 6 kg/cm 2 .
  • the weight per square meter to be taken into consideration when calculating the structures for modular parkings of the above type is equal to about 600 kg/m 2 , and since that in the above arrangement each pillar must work for about 25 m 2 , the load transmitted to its base (usually a plate of about 3600 cm 2 ) is almost equal to 4 kg/cm 2 .
  • the load transmitted to the ground by each pillar is therefore compatible with the normal load-bearing capacity of the street surface, which thus does not need, in general, to be reinforced with additional conventional underground foundations.
  • the connecting beams between the pillars are very long, generally around 16 meters or more, and therefore difficult to handle during the production, namely during the galvanizing, transportation and yard handling operations of.
  • the yard handling is particularly problematic when operating spaces are reduced, as very often occurs in this type of yards.
  • the main disadvantage of this solution consists in the fact that it can be used without foundations of conventional type fixed only on the condition to employ a lightweight structure floor for the raised level, e.g. an entirely metallic floor.
  • a floor of the type described in the above in relation to EP 0364414 is employed (e.g. made up of reinforced concrete or concrete with cooperating corrugated sheet), weighing about 600 kg/m 2
  • the central pillars between two contiguous bin should bear the load on about a floor surface of 40 m 2 (16m x 2.5m), i.e. more than 24,000 kg each one. This equates to transferring on the ground of more than 6.5 kg/cm 2 , a value higher than that normally required for road paving.
  • the solution providing a steel floor has proved to be suitable only for a short term use (from few weeks to few months), due to the problems connected to excessive noise caused by vehicles passage and to the low resistance to rain water, potentially containing oils, by the metal sheets and the joints between them.
  • an object of the present invention is that of providing a column for prefabricated structures having such structural features to allow providing, along the lane of a car park without foundations with a single raised level, a single column every three parking lots.
  • Another object of the present invention is that of providing a column of the above kind having such structural characteristics to allow, in case it is employed according to a traditional layout providing a column every two parking lots, to provide a second raised level, maintaining the absence of foundations.
  • Another object of the present invention is that of providing a column of the above kind allowing to avoid, or in any case making it not necessary, the provision of the traditional St. Andrew's cross bracing.
  • said support structure may be supported by the ground, or slightly buried.
  • two, or more bracing structures can be provided between said two column elements, one above the other along the vertical extension direction of said column elements.
  • said at least one bracing structure is adjustable.
  • said column elements can be adjustable in height.
  • the distance in the horizontal direction between said column elements may be included between 0,6m and 1,5m.
  • FIG. 1 a column according to the invention, generically indicated by the reference number 1, which includes a pair of suitably stiffened steel plates 2, resting on the support plane (which will not be necessarily a horizontal plane).
  • Each plate 2 is provided with a ball joint (or hinge) 3, on each one of which it is disposed, according to a stable support condition, a column element 4.
  • Said column element 4 will have a vertical position, and will support the above floor (not shown in Figure 1 ).
  • Each column element 4 can be adjustable in height, for example by means of an internal screw (not shown) or another suitable system.
  • column 1 could also provide a single plate 2, on which the two ball joints 3 are provided
  • the single plates may have a size of 60cm x 60cm, or 70cm x 70cm, or different, but they not necessarily have to have a square shape. Further, they could be buried.
  • bracing structure is provided between the two parallel column elements 4, (at a distance that can range e.g. between 0.6m and 1.5m), , said structure bracing comprising two pairs of diagonal rods 5, suitable for transmitting to the ground the horizontal loads, e.g. due to wind or earthquake, on the whole parking structure.
  • the bracing structure is divided into two bracings, but it is well evident that the column according to the invention can also provide a single bracing, or can provide more than two bracings along the extension in height of the two parallel column elements 4.
  • the bracing structure may provide adjusting elements 6 for each rod 5.
  • figure 2a it is shown the arrangement of a prefabricated parking without traditional foundations, providing a center lane C and two lateral stop zones F, each one with a plurality of parking lots.
  • figure 3a laterally showing the parking of figure 2a , it is observed that it is necessary providing St. Andrew's cross bracing, with all the drawbacks for the driver described in the introduction of the present specification.
  • a single level prefabricated modular parking realized by providing columns 1 according to the present invention can:
  • the "admissible interbin support zones”, in an optimal comfort arrangement, provides a plan distance between the longitudinal side of the bin and the vertical face of the closer column, or distance B, of at least 3.6 m and a distance between the side of the lane and the vertical face of the closer column element, or distance A, of at least 0,46m.
  • the parameter B imposes a minimum distance between the column and the end of the parking lot in order to ensure a smooth opening of the doors of the parked car
  • parameter A corresponds to inside projection of the column with respect to the lane side, to allow an easy maneuver to the entrance/exit of the car from the parking.
  • the maximum admissible interbin support zones corresponds to a B value of 3.3 m and A value equal to 0 and thus to 1.5 m.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Body Structure For Vehicles (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (6)

  1. Colonne (1) pour la réalisation de structures préfabriquées, en particulier pour la réalisation de stationnements modulaires, ladite colonne (1) comprenant une structure de support de sol (2), deux joints à rotule articulés (3), prévus sur ladite structure de support, deux éléments de colonne (4) couplés dans des conditions de support stables à un respectif desdits joints à rotule (3) de manière à prendre une orientation verticale et au moins une structure de renforcement (6) entre lesdits deux éléments de colonne (4), ladite colonne étant caractérisée en ce que ladite structure de support de sol est constituée de deux plaques distinctes (2), chacune d'elles portant un joint à rotule (3) respectif.
  2. Colonne (1) selon l'une des revendications précédentes, caractérisée en ce que ladite structure de support (2) est soutenue par le sol, ou elle est légèrement enterrée.
  3. Colonne (1) selon l'une des revendications précédentes, caractérisée en ce que deux structures de renforcement (5) ou plus sont prévues entre lesdits deux éléments de colonne (4), l'une au-dessus de l'autre le long de la direction d'extension verticale desdits éléments de colonne (4).
  4. Colonne (1) selon l'une des revendications précédentes, caractérisée en ce que ladite au moins une structure de renforcement (5) est réglable.
  5. Colonne (1) selon l'une des revendications précédentes, caractérisée en ce que lesdits éléments de colonne (4) sont réglables en hauteur.
  6. Colonne (1) selon l'une des revendications précédentes, caractérisée en ce que la distance dans la direction horizontale entre lesdits éléments de colonne peut être incluse entre 0,6 m et 1,5 m.
EP15837108.8A 2015-04-24 2015-12-04 Colonne améliorée pour la réalisation de structures préfabriquées, en particulier pour la réalisation de stationnements modulaires Active EP3286390B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ITMI2015A000590A ITMI20150590A1 (it) 2015-04-24 2015-04-24 "struttura per la realizzazione di parcheggi modulari"
PCT/IT2015/000293 WO2016170553A1 (fr) 2015-04-24 2015-12-04 Colonne améliorée pour la réalisation de structures préfabriquées, en particulier pour la réalisation de stationnements modulaires

Publications (2)

Publication Number Publication Date
EP3286390A1 EP3286390A1 (fr) 2018-02-28
EP3286390B1 true EP3286390B1 (fr) 2019-07-24

Family

ID=53385749

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15837108.8A Active EP3286390B1 (fr) 2015-04-24 2015-12-04 Colonne améliorée pour la réalisation de structures préfabriquées, en particulier pour la réalisation de stationnements modulaires

Country Status (3)

Country Link
EP (1) EP3286390B1 (fr)
IT (1) ITMI20150590A1 (fr)
WO (2) WO2016170553A1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
MX2019004974A (es) 2016-10-31 2019-09-18 Innovative Logistics Inc Sistema de terima modular para su uso en plataformas moviles.
CN106884483B (zh) * 2017-03-08 2018-11-20 台州道业科技有限公司 一种加强型梁柱连接结构及其安装方法
CA3145438A1 (fr) 2019-07-29 2021-02-04 Innovative Logistics, Inc. Poutre d'etayage reglable et ensemble de raccordement

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH560296A5 (fr) * 1973-04-25 1975-03-27 Credelca Ag
FR2526890A1 (fr) * 1982-05-17 1983-11-18 Pantz Ernest Ets Noeud d'assemblage pour profiles, et application d'un tel noeud a des structures tridimensionnelles ou analogues
ES2033138T3 (es) * 1988-10-06 1993-03-01 Centro Progettazioni Coordinate S.R.L Estructura modular para aparcamientos, particularmente adecuada para aparcamientos provisionales.
IT1292139B1 (it) * 1997-06-12 1999-01-25 Gilberto Braghieri Struttura di sostegno collassabile ad andamento verticale particolarmente per pedane e assiti
JP3749250B1 (ja) * 2005-05-24 2006-02-22 平垣 實 鉄骨軸組の仕口構造及び角型鋼柱に角型鋼梁を接合するための継ぎ手部材
GB2444327A (en) * 2006-12-01 2008-06-04 Conder Structures Ltd Multi-part column assembly for a building structure
IT1402343B1 (it) * 2010-10-12 2013-08-30 Fast Park Sist S R L Capitello eccentrico per impalcati e strutture modulari.

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
WO2016170555A1 (fr) 2016-10-27
EP3286390A1 (fr) 2018-02-28
WO2016170553A1 (fr) 2016-10-27
ITMI20150590A1 (it) 2016-10-24

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