WO2016170553A1 - 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
WO2016170553A1
WO2016170553A1 PCT/IT2015/000293 IT2015000293W WO2016170553A1 WO 2016170553 A1 WO2016170553 A1 WO 2016170553A1 IT 2015000293 W IT2015000293 W IT 2015000293W WO 2016170553 A1 WO2016170553 A1 WO 2016170553A1
Authority
WO
WIPO (PCT)
Prior art keywords
column
realizing
modular
parkings
elements
Prior art date
Application number
PCT/IT2015/000293
Other languages
English (en)
Inventor
Gianfranco SPELLUCCI
Original Assignee
Spellucci Gianfranco
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 Spellucci Gianfranco filed Critical Spellucci Gianfranco
Priority to EP15837108.8A priority Critical patent/EP3286390B1/fr
Publication of WO2016170553A1 publication Critical patent/WO2016170553A1/fr

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
    • 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.
  • a column for realizing prefabricated structures in particular for realizing of modular parkings, said column being characterized in that it provides a floor support structure, two ball articulated joints, or hinges, provided on said support structure, two column elements, coupled under stable support conditions, to a respective one of said ball joints, and in such a way to assume a vertical orientation, and at least one bracing structure between said two column elements.
  • said support structure may be comprised of a plate, or of two separate plates, each bearing a respective ball joint.
  • 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.
  • figure 1 is a schematic side view of a column according to the invention.
  • figure 2a shows a traditional arrangement columns in a single level prefabricated modular parking without foundations
  • figure 2b shows an arrangement of columns according to the invention in a single level prefabricated modular parking without foundations
  • figure 2c shows an arrangement of columns according to the invention in a two level prefabricated modular parking without foundations
  • figure 3a is a schematic side view of a traditional solution of a single level prefabricated modular parking
  • figure 3b is a schematic side view of a solution of a single level prefabricated modular parking according to the invention.
  • FIG. 1 Observing now the figures of the enclosed drawings, and initially in particular figure 1 , there is shown 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. Advantages that are obtained by the column 1 according to the invention are well evident from the simple observation of enclosed figures 2 and 3.
  • 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.
  • the possibility of using the composite column according to the present invention in order to solve the above mentioned technical problems has been developed by careful evaluation of the geometrical characteristics of the space available for placement of a column close the lane, space that can be effectively referred to as "admissible interbin support areas ", [for details, see “Design Recommendations for multistorey and underground car parks “- June 2002 -” The Institution of Structural Enigineers ", London, UK].
  • 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)
  • Joining Of Building Structures In Genera (AREA)
  • Body Structure For Vehicles (AREA)

Abstract

L'invention concerne une colonne (1) pour la réalisation de structures préfabriquées, en particulier pour la réalisation de stationnements modulaires, ladite colonne (1) étant caractérisée en ce qu'elle fournit une structure de support de plancher (2), deux joints à rotules articulés (3) ou charnières, prévus sur ladite structure de support, deux éléments (4) de colonne, couplés dans des conditions de support stable, à l'un, respectif, desdits joints à rotule (3) et de manière à prendre une orientation verticale et au moins une structure de renfort (6) entre lesdits deux éléments (4) de colonne.
PCT/IT2015/000293 2015-04-24 2015-12-04 Colonne améliorée pour la réalisation de structures préfabriquées, en particulier pour la réalisation de stationnements modulaires WO2016170553A1 (fr)

Priority Applications (1)

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

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ITMI2015A000590 2015-04-24
ITMI2015A000590A ITMI20150590A1 (it) 2015-04-24 2015-04-24 "struttura per la realizzazione di parcheggi modulari"

Publications (1)

Publication Number Publication Date
WO2016170553A1 true WO2016170553A1 (fr) 2016-10-27

Family

ID=53385749

Family Applications (2)

Application Number Title Priority Date Filing Date
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
PCT/IT2016/000105 WO2016170555A1 (fr) 2015-04-24 2016-04-26 Dispositif de liaison de deux poutres et structure comprenant ledit dispositif

Family Applications After (1)

Application Number Title Priority Date Filing Date
PCT/IT2016/000105 WO2016170555A1 (fr) 2015-04-24 2016-04-26 Dispositif de liaison de deux poutres et structure comprenant ledit dispositif

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
DK3531866T3 (da) 2016-10-31 2020-09-14 Innovative Logistics Inc Modulært dæksystem til anvendelse med bevægelige platforme
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
US12109931B2 (en) 2019-07-29 2024-10-08 Innovative Logistics, Llc Adjustable shoring beam and connection assembly

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3940903A (en) * 1973-04-25 1976-03-02 Credelca A.G. Prefabricated transportable room element for use in the construction of a plural storey building
EP0364414A1 (fr) * 1988-10-06 1990-04-18 CENTRO PROGETTAZIONI COORDINATE S.r.l Construction modulaire pour zones de stationnement, notamment pour zones de stationnement à usage temporaire
EP0884425A1 (fr) * 1997-06-12 1998-12-16 Gilberto Braghieri Structure porteuse repliable et verticalement extensible particulièrement pour plates-formes et planchers
GB2444327A (en) * 2006-12-01 2008-06-04 Conder Structures Ltd Multi-part column assembly for a building structure

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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
IT1402343B1 (it) * 2010-10-12 2013-08-30 Fast Park Sist S R L Capitello eccentrico per impalcati e strutture modulari.

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3940903A (en) * 1973-04-25 1976-03-02 Credelca A.G. Prefabricated transportable room element for use in the construction of a plural storey building
EP0364414A1 (fr) * 1988-10-06 1990-04-18 CENTRO PROGETTAZIONI COORDINATE S.r.l Construction modulaire pour zones de stationnement, notamment pour zones de stationnement à usage temporaire
EP0884425A1 (fr) * 1997-06-12 1998-12-16 Gilberto Braghieri Structure porteuse repliable et verticalement extensible particulièrement pour plates-formes et planchers
GB2444327A (en) * 2006-12-01 2008-06-04 Conder Structures Ltd Multi-part column assembly for a building structure

Also Published As

Publication number Publication date
EP3286390B1 (fr) 2019-07-24
ITMI20150590A1 (it) 2016-10-24
WO2016170555A1 (fr) 2016-10-27
EP3286390A1 (fr) 2018-02-28

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