EP2441903A1 - Chapiteau excentrique pour structures de planchéiage et modulaires - Google Patents

Chapiteau excentrique pour structures de planchéiage et modulaires Download PDF

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Publication number
EP2441903A1
EP2441903A1 EP11183910A EP11183910A EP2441903A1 EP 2441903 A1 EP2441903 A1 EP 2441903A1 EP 11183910 A EP11183910 A EP 11183910A EP 11183910 A EP11183910 A EP 11183910A EP 2441903 A1 EP2441903 A1 EP 2441903A1
Authority
EP
European Patent Office
Prior art keywords
capital
node
beams
column
support
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
EP11183910A
Other languages
German (de)
English (en)
Other versions
EP2441903B1 (fr
Inventor
Antonio Manna
Luciano Spellucci
Marcello Carlo Carpinelli
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
Application filed by Fast Park Sistema Srl filed Critical Fast Park Sistema Srl
Priority to PL11183910T priority Critical patent/PL2441903T3/pl
Publication of EP2441903A1 publication Critical patent/EP2441903A1/fr
Application granted granted Critical
Publication of EP2441903B1 publication Critical patent/EP2441903B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04B2001/2406—Connection nodes
    • 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
    • E04B2001/2424—Clamping connections other than bolting or riveting
    • 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
    • E04B2001/2454—Connections between open and closed section profiles

Definitions

  • the present invention relates to an eccentric capital in particular for raised flooring and modular structures, preferably for rapid assembly/disassembly modular parking lots.
  • the modular structure of the known type which is particularly suitable for temporary raised parking lots also comprises at least one composite floor slab, support beams along the edges of said slab, pillars and support columns underneath each of the beam intersection nodes, and support bases for the support columns.
  • each of the bases incorporates rigidifying and reinforcing means, means for adjusting the length of the support columns, a cylindrical collar connected to the base and forming a first ball-joint hinging element, a cylindrical pin which is adjustable heightwise and can be inserted into the aforementioned cylindrical collar, said cylindrical pin having at the bottom end a second ball-joint hinging element complementing the first ball-joint hinging element so as to allow the base to be adapted to the ground and keep the columns in the correct vertical position.
  • connection nodes or capitals arranged in between so that each beam may be assembled and disassembled independently of the other parts of the structure, without the need for modifying the other parts.
  • the node or capital connection elements are designed to connect together different-size beams, namely, preferably double-T beams which have different web heights, depending on whether they are main beams or secondary beams.
  • the connection of these beams to the node elements is performed by connecting the central web of each beam to the connection plate with holes which is connected to the tubular element of the capital, there being envisaged spacers for supporting the beams which have a central web with a smaller height.
  • EP 1 736 616 discloses joining elements arranged coaxially with support columns and formed by a first and second metal plate which are joined together by threaded bars and associated locking nuts. The plates are perforated centrally so as to allow a rainwater pipe to pass inside the column.
  • Each joining element as a whole, has a supporting function for the beams which are directly connected together.
  • Each joining element does not have any type of ball joint or hinging system allowing the axis to be arranged parallel to and at a distance from the axis of the corresponding column.
  • the distributive layout of a parking lot has the main aim of optimizing the efficiency of the parking lot both from the point of view of the user, in relation to the ease, clarity and rapidity of travel along the transit lanes and maneuvering operations, and as regards the most rational use of the space available.
  • a mean parking area per parking space as being the overall surface area assigned for bays and maneuvering lanes divided by the number of parking spaces present.
  • the mean parking area tends towards an optimum value of 23-25 square meters per parking space. It must also be considered that the efficient use of the space depends greatly on the arrangement of the bays.
  • the bay angle of 90° for example increases the efficiency of use of the space and tends to reduce the value of the mean parking area. At the same, however, it reduces the ease of maneuvering by the user.
  • a typical feature of these known structures is the close correlation between the modularity of the support columns/beams of the system and the modularity of the flooring system.
  • the quadrangular modular configuration of the supporting structure corresponds exactly to that of the flooring elements of the raised level.
  • the problem which is posed, therefore, is that of designing and constructing modular parking lots of the type described above which, along the transit lanes, have a distance between the columns which is greater than that of the bay lanes, without altering the dimension of car spaces, so that the users are able to maneuver more easily and safely; this while using elements forming modular structures which are interchangeable with each other without altering either the dimensions of the upper surface modules and the dimensions/structure of the floor slabs forming said modules, in particular as described in European patent No. 1 165 909 in the name of the same proprietor, or the dimensions and lengths of the beams.
  • the object of the present invention is therefore to provide a modular parking lot structure which is able to achieve a greater distance between the columns of the transit lanes, so as to facilitate maneuvering into and out of the individual parking spaces as well as improve maneuvering during travel along the actual transit lane.
  • Another object of the present invention is to obtain a greater distance between the columns of the transit lane, without altering the dimensions of the beams and slabs for the overlying flooring situated opposite the transit lane.
  • a further object of the present invention is to provide an arrangement of the parts such as to be able to use equally well, according to needs and the configuration of the modular parking lot, a main beam or a secondary beam along the transit lane.
  • Yet another object of the present invention is to envisage the arrangement of parts such as to facilitate the formation of a water run-off slope.
  • a capital forming the top end of a column comprising a first element, or support element, mounted on the column and coaxial therewith, and a second element, or node, with its axis parallel to and spaced from the axis of the first element and the column.
  • This second element forms a node which constitutes a point of intersection of the beams along either one of the said beams.
  • the first and the second element of each capital are connected together via hinging means so as to obtain this spaced position. In this way eccentric positioning of the column with respect to the capital, or of the capital with respect to the column, may be obtained.
  • the first support element is able to be positioned coaxially on top of the pillars or columns arranged along the division between the transit lane and the bays, and, by means of the spaced connection of the second node element, it is possible to arrange the columns in a position which is set back from the node element where the beams converge, thus resulting in a greater distance widthwise between the columns of the transit lane, due to the set-back arrangement of the said columns.
  • the eccentric capital according to the invention comprises means for creating a node element which forms the point of intersection between the beams and a support element resting on the column, these elements being joined together in a releasably hinged manner by hinging means such that the whole assembly may be adapted to the type of beam which must be assembled along the transit lane and mounted on the column which is to be arranged in a set-back position.
  • the eccentric capital comprising the node element for intersection of the beams and the support element resting on the column - these elements being joined together in a hinged and adjustable manner depending on whether the larger main beam or the smaller secondary beam is supported on the column - forms an adaptable bracket which does not possess the rigidity of a single-piece bracket, allowing moreover the overlying surface to be provided with the desired slope for the water run-off.
  • the eccentric capital which comprises the node and support elements for the structure according to the present invention, is designed to connect beams with varying heights of the central part or web of the double T.
  • the beam need merely be arranged on the two support plates of the two elements which form the eccentric capital, with the support plates aligned together, then connecting the web of the beam to at least one connection plate with holes provided on the node element for intersection of the beams.
  • the beam must merely be arranged on the support plate of the support element on the column side and on at least one spacer provided on the support plate of the node element on the beam intersection side, whereby, in order to support the beam correctly, the two node and support elements assume a position where they are not aligned with each other along the same horizontal plane, but are offset, owing to the inclination of the hinging means which connect together the two elements.
  • the at least one spacer preferably two spacers, are provided in two opposite positions, below the corresponding at least one connection plate with holes provided on the node element for intersection of the beams.
  • Figures 1A and 1B show schematically a plan view and perspective view of a structural arrangement for a temporary, removable, modular parking lot of the conventional type, for example, able to be constructed in an existing parking area, there being provided a transit lane 1 for vehicle access and bay lanes 2 with parking spaces 4 for the vehicles which all have conventional widthwise dimensions of 5 meters with support columns 3 arranged along the dividing line between the transit lane 1 and the bay lanes 2, and an upper level 5 comprising floor slabs 6 of the known type which are all identical.
  • Figures 2A and 2B show a plan view and perspective view of an arrangement for a temporary, removable, modular parking lot, which can be constructed for example in an existing parking area, where, according to the present invention, the columns 3' arranged along the dividing line between the transit lane 1' and the bay lanes 2' can be set back compared to the arrangement of corresponding columns in known parking lots of this type, while still using for the construction of the upper level 5 the same type of known floor slab 6, the same supporting and joining elements, and the same beams having the same dimensions as those used in the known parking lots according to the patents in the name of the same proprietor.
  • each of the columns can be set back preferably by about 50 cm, thus making it possible to achieve, as a result of the set-back arrangement of the said columns, a widthwise distance between the columns defining the transit lane which is greater than the distance between the columns of known parking lots, namely a distance preferably of about 6 meters, instead of 5 meters as in the case of the known parking lots; this can be achieved while using for the upper level the same main and secondary beams frame and the same floor slabs system used in the known structures, thus resulting in the interchangeability and possibility of removal of all the constructional elements of the preceding structures and the advantage of easier maneuvering provided by the solution according to the present invention.
  • the eccentric capital according to the invention may replace the capitals which are present in raised flooring and metal structures according to the prior art should the layout of the lanes need to be varied.
  • the eccentric capital is denoted generally by 7 and comprises a node element 8 for intersection of the beams (also called “node 8" in short) and a support element 9 resting on the column (also called “element 9").
  • the node element 8 for intersection of the beams comprises essentially a hollow tubular element 11 which has, connected thereto, in any suitably manner for example by means of welding, flat irons 12 arranged at 90° relative to each other and provided with holes 13 for removable connection, for example by means of bolts, of the said node 8 to main beams 28 and secondary beams 29 which are typically in the form of a double T.
  • at least one, preferably two, of said flat irons 12 for connection to the beams has/have, arranged alongside, a further identical flat iron 12' provided with holes for ensuring a stronger and more reliable connection to the main beam 28 or the secondary beam 29 which are arranged so as to rest on the column 3'.
  • a plate 14 with a central through-hole is connected in any suitable manner, for example by means of welding, in the bottom zone of the hollow tubular element 11, perpendicular to its axis, said plate having, for example, a shape which is preferably substantially quadrangular, with holes 15 arranged at the corners for the connection of bracing of the known type not shown.
  • flat irons 16 with a central hole 17 are connected, in any suitable manner, for example by means of welding, both to the plate 14 and to the hollow tubular element 11.
  • Said flat irons 16 are arranged at 90° relative to each other, opposite the flat irons 12 for connection to the beams, for removable connection both to any vertical braces and to the element 9 resting on the column, via hinging means consisting preferably of at least one long flat iron 18, preferably a pair of long flat irons, or other type of hinged connection, for example a telescopic connection.
  • shaped flat irons 19 with a preferably substantially trapezoidal or semicircular or similar shape, are provided, said irons being designed to be arranged around the tubular element 11 adjacent to each other in a complementary manner and to be bolted, or otherwise removably connected, to the upper flanges of the double T beam 28 and 29 which combine to form the node 8, so as to fix them together.
  • Two spacers 20 for supporting the secondary beams are provided on top of the plate 14 and in positions opposite each other.
  • the element 9 resting on the column 3' comprises a hollow tubular element 21 which is designed to be arranged on the top end of the column 3'.
  • this column 3' is of the type which incorporates screw means or the like for adjusting the height thereof and hinge means in the form of a ball joint cooperating with associated complementary means included in a collar provided on the base for adapting mounting on the ground (means not shown) for example as described in European patent No. 0 364 414 in the name of the same applicant.
  • the body of the hollow tubular element 21 may be machined at the bottom along a suitable section of its height so as to receive the top end of the column 3'.
  • a shaped plate 22, which is preferably substantially quadrangular, is provided above the hollow tubular element 21 and connected thereto in any suitable manner, for example by means of welding, as well as perpendicular to its axis, said plate being provided at the corners with through-holes 23 for allowing the removable connection of the flange of the double T beam 28 or 29 resting on the column 3' by means of substantially Z-shaped irons 24 which are provided with through-holes 25 opposite the holes 23 in the plate 22.
  • These Z-shaped irons are designed to be removably connected to the plate 22 with the function of a clamp for tight gripping so as to lock the beam on the plate and oppose the horizontal and twisting forces thereof.
  • the aforementioned plate 22 has below it, connected thereto and to the hollow tubular element 21, at least two flat irons 26 with a central through-hole 27, situated at 90° relative to each other, for performing a removable connection between the element 9 resting on the column 3' and the node element 8 for intersection of the beams, by means of the said hinging means consisting preferably of at least one long flat iron 18 and preferably a pair of long flat irons 18.
  • the figures also show a tensioning device 31 which is connected to the second node element 8 via plates 30 and can be advantageously positioned in the span defined between two eccentric capitals as an optional additional element with the aim of limiting any lowering which might occur in the region of the eccentric capitals so as to reduce amplification of the effects induced by parasitic actions, in particular any rotation of the node around a horizontal axis.
  • Figures 4A, 4B, 4C , 4D , 6 and 9 show the eccentric capital as a whole during use in the arrangement where the secondary beam 29 rests on the column 3'.
  • This arrangement is obtained using the same node elements 8 on the beam intersection side after suitably rotating the tubular element 11 and the shaped plate 14 connected thereto so as to arrange the spacer 20 underneath the pair of connection plates with holes 12,12' on the side facing the support element 9.
  • the secondary beam 29 is then rested both on the shaped plate 22, where it is held in position by means of the said Z-shaped elements 24 of the support element 9, and on the spacer 20 of the shaped plate 14 of the node 8.
  • the upper flange of the secondary beam 29 is located at the same level as the upper flanges of the other beams of the node element 8 for level supporting of the floor slabs 6, while the two elements, i.e. node element 8 and support element 9, are arranged not aligned in the same horizontal plane, but in two horizontal planes parallel to each other and offset by a sufficient amount to ensure that the secondary beam 29 rests on the spacer 20 so that it can be fixed between the connection plates with holes 12,12' which face the support element 9, as shown in Figure 9 .
  • FIG 10 shows the eccentric capital according to the invention in which the node element 8 is connected to the horizontal tensioning device 31 by means of the plates 30 and the support element 9 is connected to vertical bracing 32, of the type known per se.
  • variable lane is obtained in raised level structures and/or multi-storey car parks in general, in the case where different lane layouts are required.
  • a further advantage of the structure according to the present invention is the use of the same elements, with the same dimensions and same structure, for the temporary modular parking lots of the present applicant, namely the same columns with a ball joint at the base and the same floor slabs with the same water channeling and disposal system, with undeniable results in terms of maneuvering ease and safety.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Materials For Medical Uses (AREA)
  • Sewage (AREA)
EP11183910.6A 2010-10-12 2011-10-05 Chapiteau excentrique pour structures de planchéiage et modulaires Active EP2441903B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL11183910T PL2441903T3 (pl) 2010-10-12 2011-10-05 Mimośrodowa głowica kolumny do deskowania i konstrukcji modułowych

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ITRM2010A000538A IT1402343B1 (it) 2010-10-12 2010-10-12 Capitello eccentrico per impalcati e strutture modulari.

Publications (2)

Publication Number Publication Date
EP2441903A1 true EP2441903A1 (fr) 2012-04-18
EP2441903B1 EP2441903B1 (fr) 2017-01-25

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ID=43738301

Family Applications (1)

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EP11183910.6A Active EP2441903B1 (fr) 2010-10-12 2011-10-05 Chapiteau excentrique pour structures de planchéiage et modulaires

Country Status (4)

Country Link
EP (1) EP2441903B1 (fr)
ES (1) ES2622457T3 (fr)
IT (1) IT1402343B1 (fr)
PL (1) PL2441903T3 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016116957A1 (fr) * 2015-01-23 2016-07-28 Spellucci Gianfranco Structure de stationnement de voitures modulaire
WO2016170555A1 (fr) * 2015-04-24 2016-10-27 Gianfranco Spellucci Dispositif de liaison de deux poutres et structure comprenant ledit dispositif
CN108265826A (zh) * 2018-02-05 2018-07-10 沈阳建筑大学 一种钢板加强式方钢管柱与k形钢支撑连接节点
WO2018203016A1 (fr) * 2017-05-05 2018-11-08 Briand Constructions Metalliques Ensemble d'elements de structure destines a former un parking aerien a etages, et parking aerien a etages correspondant

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118498806B (zh) * 2024-06-14 2025-10-31 北京京驿科技有限公司 一种立体车库及车辆转移方法

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4577449A (en) * 1983-11-16 1986-03-25 Aldo Celli Prefabricated structural connector for steel-frame buildings
EP0364411A1 (fr) 1988-10-04 1990-04-18 FIAT AUTO S.p.A. Dispositif de suspension pour véhicules comprenant un amortisseur telescopique et un ressort à air
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
EP1165909A1 (fr) 1999-03-26 2002-01-02 Fast Park Sistema S.r.l. Faux plancher modulaire demontable pour plates-formes surelevees etanches
EP1736616A1 (fr) 2005-06-23 2006-12-27 Daniele Mussini Parcage démontable avec au moins un étage en plus du rez-de-chaussée

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4577449A (en) * 1983-11-16 1986-03-25 Aldo Celli Prefabricated structural connector for steel-frame buildings
EP0364411A1 (fr) 1988-10-04 1990-04-18 FIAT AUTO S.p.A. Dispositif de suspension pour véhicules comprenant un amortisseur telescopique et un ressort à air
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
EP1165909A1 (fr) 1999-03-26 2002-01-02 Fast Park Sistema S.r.l. Faux plancher modulaire demontable pour plates-formes surelevees etanches
EP1736616A1 (fr) 2005-06-23 2006-12-27 Daniele Mussini Parcage démontable avec au moins un étage en plus du rez-de-chaussée

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016116957A1 (fr) * 2015-01-23 2016-07-28 Spellucci Gianfranco Structure de stationnement de voitures modulaire
WO2016170555A1 (fr) * 2015-04-24 2016-10-27 Gianfranco Spellucci Dispositif de liaison de deux poutres et structure comprenant ledit dispositif
WO2018203016A1 (fr) * 2017-05-05 2018-11-08 Briand Constructions Metalliques Ensemble d'elements de structure destines a former un parking aerien a etages, et parking aerien a etages correspondant
FR3065977A1 (fr) * 2017-05-05 2018-11-09 Briand Constructions Metalliques Ensemble d’elements de structure destines a former un parking aerien a etages, et parking aerien a etages correspondant
CN108265826A (zh) * 2018-02-05 2018-07-10 沈阳建筑大学 一种钢板加强式方钢管柱与k形钢支撑连接节点
CN108265826B (zh) * 2018-02-05 2020-06-26 沈阳建筑大学 一种钢板加强式方钢管柱与k形钢支撑连接节点

Also Published As

Publication number Publication date
EP2441903B1 (fr) 2017-01-25
IT1402343B1 (it) 2013-08-30
ITRM20100538A1 (it) 2012-04-13
ES2622457T3 (es) 2017-07-06
PL2441903T3 (pl) 2017-06-30

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