EP1355020A2 - Self-supported modular vehicle parking structure - Google Patents

Self-supported modular vehicle parking structure Download PDF

Info

Publication number
EP1355020A2
EP1355020A2 EP02386007A EP02386007A EP1355020A2 EP 1355020 A2 EP1355020 A2 EP 1355020A2 EP 02386007 A EP02386007 A EP 02386007A EP 02386007 A EP02386007 A EP 02386007A EP 1355020 A2 EP1355020 A2 EP 1355020A2
Authority
EP
European Patent Office
Prior art keywords
support columns
prefabricated
columns
platform
holes
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP02386007A
Other languages
German (de)
French (fr)
Other versions
EP1355020A3 (en
Inventor
Pavlos Stroulias
Wolfgang Chimani
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.)
INTRACOM CONSTRUCTIONS SOCIETE ANONYME TECHNICAL A
Original Assignee
Intramet Steel and Electromechanical Constructions SA
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 Intramet Steel and Electromechanical Constructions SA filed Critical Intramet Steel and Electromechanical Constructions SA
Publication of EP1355020A2 publication Critical patent/EP1355020A2/en
Publication of EP1355020A3 publication Critical patent/EP1355020A3/en
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H6/00Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
    • E04H6/08Garages for many vehicles
    • E04H6/10Garages for many vehicles without mechanical means for shifting or lifting vehicles, e.g. with helically-arranged fixed ramps, with movable ramps
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2415Brackets, gussets, joining plates
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2454Connections between open and closed section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2463Connections to foundations
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466Details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484Details of floor panels or slabs

Definitions

  • the present invention relates to prefabricated preassembled sections, which are erected in the work site and are secure with screws and nuts through the specially located holes on the platform element and top plates of the supported columns.
  • the prefabricated preassembled sections have excellent constructibility, high earthquake resistance, a wide ground and first floor space due to the unique location of support columns spaced 5500mm apart. More importantly, the present invention does not require any foundation as well as horizontal and vertical beams between the support columns.
  • An other aspect of this invention there is provided a method of erecting the modular structure from a plurality of prefabricated units of modular construction.
  • Portable parking structures have been already provided in the prior art. Generally, there is great demand of parking space due to the increasing number of cars in urban areas.
  • the prefabricated sections are easily erected and dismantled.
  • the prefabricated parking system gives the possibility of easily extending or reducing the number of cars to be parked.
  • the present invention due to the unique designed of the three different types of support columns and platform elements has its objective to provide a multi-storey building which can be quickly and easily erected from the prefabricated components which are suitable for providing temporary multi-level car parking or a temporary building such as temporary ware house.
  • the construction is based on the latest European technical standards, so there is no problem to get a licence for using the system in the EC-countries or countries outside the EC, who accept the European technical standards.
  • the easy assemblage of the self-supported prefabricated platforms gives the ability to expand the existing parking places and also to change the arrangement (layout) of the parking places.
  • the columns give the ability to adjust their height ⁇ 150mm, for the platform to be flat. This means that even on not complete flat or uneven ground a smooth and plane parking platform is possible.
  • the construction materials can be standardized steel profiles, shaped iron plates or non-steel materials.
  • the ascent and descent ramps for the upper parking surface have an incline slope of 20% which is gradually reduced to 0%, with a preferable slope of 14% reduced to 7% reduced to 0%. Protection bars on both sides are provided.
  • Perimetric protection bars on the top floor are provided.
  • the structure can withstand loads from snow, ice, earthquake or crowded humans as well as the parked cars. This design meets and exceeds the European technical standards.
  • the self-supported prefabricated parking structure comprises:
  • Figures 1 and 1a illustrate a perspective view of a self-supported modular vehicle parking structure according to the present invention.
  • Figures 2 and 3 illustrate a cross sectional view A and B, and C and D of Figure 1a which is utilized as a parking station.
  • the first basic elements of the self-supported prefabricated parking structure of Figures 1 and 1a are the three types of specially designed columns (2), (3) and (4) for central, edge and corner locations.
  • Columns (2), (3) and (4) are shown in Figures 6, 7 and 8.
  • Each column consists of two square hollow steel parts.
  • Column (2) consists of parts (12) and (13)
  • column (3) consists of parts (12) and (14)
  • (4) consists of parts (12) and (15).
  • Parts (12) and (13), (12) and (14), and (12) and (15) have an easily adjustable height (telescope) up to ⁇ 150mm.
  • the support columns (2), (3) and (4) attain flatness to the platform element (1) for uneven grounds through specially located holes 10mm apart, and jointed with pins (25) in the support column (2), (3) and (4).
  • the illustrated self-supported vehicle parking structure as shown in Figure 1 is assembled in the form shown in Figures 1 to 5 by assembling several kinds of assembly elements but it is basically comprises of six types of assembly elements shown in Figures 6, 7, 8, 10, 13, 14, 15 and 16.
  • the square hollow steel part (12) is welded to the base plate (26).
  • base plate (26) of columns (2), (3) and (4) can be bolted to the ground with high strength steel anchors (16) shown in Figure 9 through the eight wholes, which are provided.
  • plate (21) of column (2) has a maximum of thirty-two holes used to be bolted to the platform element (1).
  • columns (3) and (4) are based on the same idea and function with the central column (2).
  • the main differences being, that the top plate (24) of column (3) and top plate (24a) of column (4) is designed differently, depending on the system location of the column (3) and (4).
  • top plate (24) of column (3) has a maximum of twenty-six holes used to be bolted to the platform element (1).
  • Top plate (24a) of column (4) has a maximum of twenty holes used to be bolted to the platform element (1).
  • Column (2), (3) and (4) are placed 5500mm apart and are used to hold the weight of the structure as illustrated in Figure 1.
  • Columns (2), (3) and (4) are stabilized to the ground by special anchors (16), as shown in Figure 9, to withstand horizontal forces.
  • anchors (16) Depending on the system layout and the earthquake area, where the system is erected, the number of these anchors (16) varies from eight down to zero. However, for places with low seismic activity anchors (16) are not needed. Instead a sheet of rubber or plastic or other friction increasing material is provided on the bottom surface of the support columns (2), (3) and (4) which makes contact to the ground.
  • the second preferred feature of the self-supported prefabricated parking structure according to this invention is the design of a plurality of platform elements (1).
  • the dimensions of platform elements (1) as illustrated in Figure 10 are 2750mm ⁇ 5500mm.
  • Platform element (1) is made from UPN profile (or bended steel plate) (17), which creates an "integrated frame".
  • platform element (1) Along the length of the platform element (1) supporting beams (18) from L-profile or bended steel plate are welded to the platform element (1).
  • the top of the platform element (1) is made from steel plate (19) with furrows in order to eliminated slippage of vehicles and people.
  • Platform element (1) is designed symmetrically so that it can be placed at all points of the parking structure and in different directions.
  • Each platform element (1) has a maximum of 40 holes specially located at the corners and center of the steel plate (19).
  • FIGS 4 and 5 illustrate the different arrangements of platform elements (1). Due to the possibility of different arrangement of platform element (1) it is possible to use profiles of smaller crossections. Thus, a lighter construction is achieved and therefore lower cost.
  • Figures 11 and 12 illustrate a connection detail of platform element (1) of the second embodiment shown in Figures 1 and 10 with columns (2) and or (3) and or (4) with intermediate joint (5).
  • the connection is made by aligning the holes (already provided) of the platform element (1) with those of the top plates (21), (24) and (24a) of support columns (2), (3) and (4).
  • the third main part of the self-supported prefabricated parking structure is the ramp for driving up and down as illustrated in Figure 13.
  • the width of the ramp is 2500mm to 5500mm (or more), to allow double-lane traffic of cars.
  • the ramp comprises prefabricated columns (2), (3) and (4), platform elements (1), ramp parts (6) and (7), and railings (9).
  • the ramp is designed with an inclination slope of 20% gradually reduced to 0%, with a preferable slope of 14% reduced to 7% to 0%.
  • FIGs 14 and 15 illustrates the central sunroof (10) and edge sunroof (11).
  • the edge sunroof (11) shown in Figures 1 and 14 comprises of roof columns (30), horizontal beams (29), plurality of purlings (27), which are supported to the horizontal beams (29) with U-bolts (28), and a sun proof lightweight net (20).
  • the central sunroof (10) shown in Figures 1 and 15 comprises of two horizontal beams (29) on each column (30), plurality of purlings (27) supported by the horizontal beams (29) with U-bolts (28), a sun proof lightweight net (20) and plurality of columns (30).
  • the main difference between the edge sunroof (11) and the central sunroof (10) is that the central sunroof (10) has two horizontal beams (29) on each column (30).
  • Figures 1 and 16 illustrates the perimetric protection railing (9).
  • the railing (9) is designed to protect cars and people from falling down from the parking platform. Railing (9) is also a static main part of the system.
  • the U-beam (31) shapes together with the platform elements beam (17) a double U-beam (I-beam) to withstand the horizontal perimetrical forces resulting from earthquake, wind loads, etc.
  • the system is easy to assemble with just two sizes of hexagonal bolts at all the connections; so only two tools are needed to assemble the entire parking system.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vehicle Step Arrangements And Article Storage (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

The parking system consists of prefabricated parts (self-supported platform elements, columns, railings, sunroof, ramp, and escalated ladder), which are assembled easily and in short time on site.
The basic element of the parking system is the self-supported, prefabricated platform element, supported by columns which are based on the ground by base plates and by the use of special anchors without any requirement for foundation construction.
It is important to notice that at areas with low seismic activity these special anchors are not necessary. The easy transportation and assemblage of the parts of the system is a basic advantage. There is the ability of changing the layout quickly and easily in a way that no part is lost or thrown away.

Description

  • The present invention relates to prefabricated preassembled sections, which are erected in the work site and are secure with screws and nuts through the specially located holes on the platform element and top plates of the supported columns. The prefabricated preassembled sections have excellent constructibility, high earthquake resistance, a wide ground and first floor space due to the unique location of support columns spaced 5500mm apart. More importantly, the present invention does not require any foundation as well as horizontal and vertical beams between the support columns.
  • An other aspect of this invention there is provided a method of erecting the modular structure from a plurality of prefabricated units of modular construction.
  • Portable parking structures have been already provided in the prior art. Generally, there is great demand of parking space due to the increasing number of cars in urban areas.
  • The prefabricated sections are easily erected and dismantled.
  • The prefabricated parking system gives the possibility of easily extending or reducing the number of cars to be parked.
  • The present invention due to the unique designed of the three different types of support columns and platform elements has its objective to provide a multi-storey building which can be quickly and easily erected from the prefabricated components which are suitable for providing temporary multi-level car parking or a temporary building such as temporary ware house.
  • Due to the modular system and no need of foundation the structure can be assembled, dismantled or rearranged very easily and in a very short time without loosing or destroying parts. That means that there is the possibility to rent the system and not being obliged to buy it.
  • The construction is based on the latest European technical standards, so there is no problem to get a licence for using the system in the EC-countries or countries outside the EC, who accept the European technical standards.
  • The system has, compared to the patents US 5826381, WO 9945220 and US 4800694, the following differences and advantages:
  • Easy assemblage and dismantling of the prefabricated parts because of their standardized dimensions and shape. The easy assemblage of the self-supported prefabricated platforms gives the ability to expand the existing parking places and also to change the arrangement (layout) of the parking places.
  • Due to the unique design of the columns (2), (3) and (4) and platform elements (1) the self-supported prefabricated platform do not require any support or framework.
  • The lack of horizontal and vertical beams (bracings) between the columns allows easy circulation of the vehicles on the ground floor.
  • For the support of the columns to the ground there is no foundation construction needed. In places with high seismic activity special anchors are provided to secure the structure to the ground.
  • The columns give the ability to adjust their height ±150mm, for the platform to be flat. This means that even on not complete flat or uneven ground a smooth and plane parking platform is possible.
  • The construction materials can be standardized steel profiles, shaped iron plates or non-steel materials.
  • The ascent and descent ramps for the upper parking surface have an incline slope of 20% which is gradually reduced to 0%, with a preferable slope of 14% reduced to 7% reduced to 0%. Protection bars on both sides are provided.
  • On the top floor there are special sunroofs.
  • There is also the ability to increase the height of the construction to be more than one floor. In case of two floors or more, there is certainly the need to have foundations below the columns.
  • Perimetric protection bars on the top floor are provided.
  • There is no need to use the land permanently as parking area, because this construction consists of prefabricated modules and can be placed in another area, if this is required.
  • The structure, as designed, can withstand loads from snow, ice, earthquake or crowded humans as well as the parked cars. This design meets and exceeds the European technical standards.
  • For the structure to be more economical (less weight) and still withstanding all the loads as described above, it can be assembled as shown in Figure 5, so that the internal forces are distributed more evenly to each member (rearranging the prefabricated modules).
  • According to this invention the self-supported prefabricated parking structure comprises:
  • a) three types of support columns with adjustable height,
  • b) self-supported prefabricated platform element with reinforced steel plates with furrows on top to support the weight and eliminate slippage of the vehicles parked and humans on top of the platform. Each platform elements has a maximum of 40 holes specially located at the corners and center of the steel frame,
  • c) a ramp for driving up and down, with an incline slope of 20% reduced to 0%,
  • d) a step like staircase,
  • e) side and top covers (sunroofs),
  • f) metal rails around the perimeter of the parking structure on the first floor for protecting vehicles and humans, and for parametrically reinforcing the parking structure.
  • This invention, will be now described by way of example and with reference to the accompanying drawing in which:
  • Figure 1 and Figure 1a show a perspective view of a self-supported modular vehicle parking structure according to the present invention.
  • Figure 2 shows views A and B of Figure 1a.
  • Figure 3 shows sections A-B and C-D of Figure 1.
  • Figure 4 shows a plan view on platform level with classic arrangement of platform elements.
  • Figure 5 shows a plan view on platform level with rearranged platform elements.
  • Figure 6 shows a perspective view of the central column.
  • Figure 7 shows a perspective view of the edge column.
  • Figure 8 shows a perspective view of the corner column.
  • Figure 9 shows a detail view of special anchors with the column base plate.
  • Figure 10 shows a detail view of the platform element.
  • Figure 11 shows a connection detail of platform with column.
  • Figure 12 shows a connection detail of platform with intermediate joint.
  • Figure 13 shows a perspective view of ramp.
  • Figure 14 shows a section of the edge sunroof.
  • Figure 15 shows a section of the central sunroof.
  • Figure 16 shows a section of the parametric protection rail.
  • Figure 17 shows a typical minimal assemblage of elements.
  • Figures 1 and 1a illustrate a perspective view of a self-supported modular vehicle parking structure according to the present invention. Figures 2 and 3 illustrate a cross sectional view A and B, and C and D of Figure 1a which is utilized as a parking station.
  • The first basic elements of the self-supported prefabricated parking structure of Figures 1 and 1a are the three types of specially designed columns (2), (3) and (4) for central, edge and corner locations. Columns (2), (3) and (4) are shown in Figures 6, 7 and 8. Each column consists of two square hollow steel parts. Column (2) consists of parts (12) and (13), column (3) consists of parts (12) and (14) and (4) consists of parts (12) and (15). Parts (12) and (13), (12) and (14), and (12) and (15) have an easily adjustable height (telescope) up to ±150mm.
  • The support columns (2), (3) and (4) attain flatness to the platform element (1) for uneven grounds through specially located holes 10mm apart, and jointed with pins (25) in the support column (2), (3) and (4).
  • With references to Figures 4 and 5 also, the illustrated self-supported vehicle parking structure as shown in Figure 1 is assembled in the form shown in Figures 1 to 5 by assembling several kinds of assembly elements but it is basically comprises of six types of assembly elements shown in Figures 6, 7, 8, 10, 13, 14, 15 and 16.
  • As will be seen from Figures 6 to 8 the square hollow steel part (12) is welded to the base plate (26).
  • Further more in cases where there is high seismic activity, base plate (26) of columns (2), (3) and (4) can be bolted to the ground with high strength steel anchors (16) shown in Figure 9 through the eight wholes, which are provided.
  • On the vertical square hollow steel part (13) there is a welded top plate (21) supported with stiffeners (22) and (23). These stiffeners (22), (23) and the plate (21) yield the bending moment resistant connection between the columns (2) and the platform element (1). Further, plate (21) of column (2) has a maximum of thirty-two holes used to be bolted to the platform element (1).
  • The construction of columns (3) and (4) is based on the same idea and function with the central column (2). The main differences being, that the top plate (24) of column (3) and top plate (24a) of column (4) is designed differently, depending on the system location of the column (3) and (4).
  • Further more, top plate (24) of column (3) has a maximum of twenty-six holes used to be bolted to the platform element (1). Top plate (24a) of column (4) has a maximum of twenty holes used to be bolted to the platform element (1).
  • Columns (2), (3) and (4) are specially designed so, that they can withstand all the loads from the parked vehicles and people with out requiring additional foundation on the ground.
  • Column (2), (3) and (4) are placed 5500mm apart and are used to hold the weight of the structure as illustrated in Figure 1. Columns (2), (3) and (4) are stabilized to the ground by special anchors (16), as shown in Figure 9, to withstand horizontal forces. Depending on the system layout and the earthquake area, where the system is erected, the number of these anchors (16) varies from eight down to zero. However, for places with low seismic activity anchors (16) are not needed. Instead a sheet of rubber or plastic or other friction increasing material is provided on the bottom surface of the support columns (2), (3) and (4) which makes contact to the ground.
  • The second preferred feature of the self-supported prefabricated parking structure according to this invention is the design of a plurality of platform elements (1). The dimensions of platform elements (1) as illustrated in Figure 10 are 2750mm×5500mm. Platform element (1) is made from UPN profile (or bended steel plate) (17), which creates an "integrated frame".
  • Along the length of the platform element (1) supporting beams (18) from L-profile or bended steel plate are welded to the platform element (1). The top of the platform element (1) is made from steel plate (19) with furrows in order to eliminated slippage of vehicles and people. Platform element (1) is designed symmetrically so that it can be placed at all points of the parking structure and in different directions. Each platform element (1) has a maximum of 40 holes specially located at the corners and center of the steel plate (19).
  • Figures 4 and 5 illustrate the different arrangements of platform elements (1). Due to the possibility of different arrangement of platform element (1) it is possible to use profiles of smaller crossections. Thus, a lighter construction is achieved and therefore lower cost.
  • Figures 11 and 12 illustrate a connection detail of platform element (1) of the second embodiment shown in Figures 1 and 10 with columns (2) and or (3) and or (4) with intermediate joint (5). The connection is made by aligning the holes (already provided) of the platform element (1) with those of the top plates (21), (24) and (24a) of support columns (2), (3) and (4).
  • The third main part of the self-supported prefabricated parking structure is the ramp for driving up and down as illustrated in Figure 13. The width of the ramp is 2500mm to 5500mm (or more), to allow double-lane traffic of cars. The ramp comprises prefabricated columns (2), (3) and (4), platform elements (1), ramp parts (6) and (7), and railings (9).
  • The ramp is designed with an inclination slope of 20% gradually reduced to 0%, with a preferable slope of 14% reduced to 7% to 0%.
  • Figures 14 and 15 illustrates the central sunroof (10) and edge sunroof (11).
    The edge sunroof (11) shown in Figures 1 and 14 comprises of roof columns (30), horizontal beams (29), plurality of purlings (27), which are supported to the horizontal beams (29) with U-bolts (28), and a sun proof lightweight net (20).
    The central sunroof (10) shown in Figures 1 and 15 comprises of two horizontal beams (29) on each column (30), plurality of purlings (27) supported by the horizontal beams (29) with U-bolts (28), a sun proof lightweight net (20) and plurality of columns (30).
    The main difference between the edge sunroof (11) and the central sunroof (10) is that the central sunroof (10) has two horizontal beams (29) on each column (30).
  • Figures 1 and 16 illustrates the perimetric protection railing (9). The railing (9) is designed to protect cars and people from falling down from the parking platform. Railing (9) is also a static main part of the system. The U-beam (31) shapes together with the platform elements beam (17) a double U-beam (I-beam) to withstand the horizontal perimetrical forces resulting from earthquake, wind loads, etc.
  • The system is easy to assemble with just two sizes of hexagonal bolts at all the connections; so only two tools are needed to assemble the entire parking system.

Claims (12)

  1. A self supported prefabricated modular vehicle parking structure for erection over a parking location, said structure including the following: plurality of three types of support columns, central edge and corner support columns , said columns consist of two square hollow steel sections adjustable for height, said support columns attain flatness of the platform element for uneven grounds (not flat) through specially located holes and joint with pins, said support columns do not required any foundation plurality of self supported prefabricated platform elements designed symmetrically, said platform element can be placed at all points of the parking structure and in different directions said platform element together with the support columns providing a combined moment resistance which is at least sufficient to support the weight of vehicles parked on top of the platform element, plurality of metal rails for reinforcing perimetrically the vehicle Parking structure.
  2. Prefabricated structure of claim 1 wherein there is no need for horizontal and vertical beams between the central, edge, and corner support columns allowing easy movement of the parked vehicles on the ground floor.
  3. Prefabricated structure of claim 1 and 2 wherein the support columns are placed 5500mm apart, said support columns height is adjustable up to ±150mm, said support columns attain flatness of the platform for uneven grounds through specially located holes 10mm apart and joined with pins in the support columns, said support columns having welded plates supported with stiffeners, said welded plates yield the bending moment resistance connections between the support columns and platform element said support columns having welded based plate with a maximum of 8 holes for making contact to the ground, further for areas of high seismic activity columns base plates are bolted to the ground with specially designed high strength steel anchors.
  4. Prefabricated structure of claims 1 to 3 wherein one or more reinforcing plates welded along the upper end of the support columns having a minimum of 20 holes and a maximum of 32 holes, said holes exactly matching with holes at the corner and center of platform elements.
  5. Prefabricated structure of claims 1 to 4 wherein said platform elements are bolted to said columns.
  6. Prefabricated structure of claims 5 wherein platform element comprises of a steel plate forming the upper surface of the floor section and welded support beams on the underside of said steel plate.
  7. Prefabricated structure of claim 1 wherein a sheet of rubber or plastic or other friction increasing material is provided on the bottom surface of the support column which make contact with the ground.
  8. Prefabricated structure of claim 1 wherein one or more ramps for going up and or down are provided, said ramp is designed to create a substantially incline slope of 20% gradually reduced to 0%.
  9. Prefabricated structure of claim 1 wherein a reinforcing plastic mesh covering material used for covering the park vehicles.
  10. Prefabricated structure of any one of the preceding claims wherein metal rails all around the perimeter of the parking structure are provided for the first floor, said rails in addition to protecting the park vehicles, reinforce parametrically the parking structure.
  11. Prefabricated structure of claim 1 wherein a prefabricated staircase extending between first floor and ground.
  12. Prefabricated Structure of claim 1, wherein the height of the construction can be increased to more than one floor, said construction of two floors or more, requires foundations below the columns.
EP02386007A 2002-04-10 2002-05-27 Self-supported modular vehicle parking structure Withdrawn EP1355020A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GR20020100176A GR1004047B (en) 2002-04-10 2002-04-10 Self-supported modular vehicle parking structure
GR2002100176 2002-04-10

Publications (2)

Publication Number Publication Date
EP1355020A2 true EP1355020A2 (en) 2003-10-22
EP1355020A3 EP1355020A3 (en) 2004-01-28

Family

ID=28460309

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02386007A Withdrawn EP1355020A3 (en) 2002-04-10 2002-05-27 Self-supported modular vehicle parking structure

Country Status (2)

Country Link
EP (1) EP1355020A3 (en)
GR (1) GR1004047B (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2312289A1 (en) * 2008-04-16 2009-02-16 Miguel Angel De Ariza Muñoz Vertical parking system
CN101967894A (en) * 2010-09-22 2011-02-09 朱建华 Footing device connected with rear upright post of three-dimensional garage
WO2011135546A2 (en) 2010-04-30 2011-11-03 Paul Friderici Modular building
JP2021124010A (en) * 2020-02-06 2021-08-30 會潤 柳 Intersection type building construction method and structure constructed by the construction method
IT202100006563A1 (en) * 2021-03-18 2022-09-18 Gianfranco Spellucci FOUNDATION SYSTEM FOR THE CONSTRUCTION OF PREFABRICATED STRUCTURES, IN PARTICULAR FOR THE CONSTRUCTION OF MODULAR CAR PARKS

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107816232A (en) * 2016-09-13 2018-03-20 先源开 A kind of assembling type steel structure parking lot

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4800694A (en) 1986-04-17 1989-01-31 Tsugarusoken Co., Ltd. Place-on type assemblage structure
US5826381A (en) 1995-07-10 1998-10-27 Sasaki; Mitsuo Three-dimensional place-on type assemblable structure
WO1999045220A1 (en) 1998-03-05 1999-09-10 David Stern Demountable modular deck

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE68901702T2 (en) * 1988-10-06 1992-12-17 Progettazioni Coordinate S R L MODULAR CONSTRUCTION FOR PARKING SPOTS, ESPECIALLY FOR PERIODIC PARKING SPOTS.
FR2642784A1 (en) * 1989-02-08 1990-08-10 Martinez Alphonse Modular car park for vehicles

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4800694A (en) 1986-04-17 1989-01-31 Tsugarusoken Co., Ltd. Place-on type assemblage structure
US5826381A (en) 1995-07-10 1998-10-27 Sasaki; Mitsuo Three-dimensional place-on type assemblable structure
WO1999045220A1 (en) 1998-03-05 1999-09-10 David Stern Demountable modular deck

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2312289A1 (en) * 2008-04-16 2009-02-16 Miguel Angel De Ariza Muñoz Vertical parking system
WO2009127753A2 (en) * 2008-04-16 2009-10-22 De Ariza Munoz Miguel Angel Vertical parking system
WO2009127753A3 (en) * 2008-04-16 2010-04-22 De Ariza Munoz Miguel Angel Vertical parking system
WO2011135546A2 (en) 2010-04-30 2011-11-03 Paul Friderici Modular building
CN101967894A (en) * 2010-09-22 2011-02-09 朱建华 Footing device connected with rear upright post of three-dimensional garage
CN101967894B (en) * 2010-09-22 2012-02-15 朱建华 Footing device connected with rear upright post of three-dimensional garage
JP2021124010A (en) * 2020-02-06 2021-08-30 會潤 柳 Intersection type building construction method and structure constructed by the construction method
IT202100006563A1 (en) * 2021-03-18 2022-09-18 Gianfranco Spellucci FOUNDATION SYSTEM FOR THE CONSTRUCTION OF PREFABRICATED STRUCTURES, IN PARTICULAR FOR THE CONSTRUCTION OF MODULAR CAR PARKS
WO2022195642A1 (en) * 2021-03-18 2022-09-22 Spellucci Gianfranco Foundation system for the realisation of prefabricated structures, in particular for the realisation of modular parking lots

Also Published As

Publication number Publication date
EP1355020A3 (en) 2004-01-28
GR1004047B (en) 2002-11-12

Similar Documents

Publication Publication Date Title
CN108699850B (en) Building structure and method
US6205722B1 (en) Molded plastic stairway and rail structure and method of assembly
US11808035B2 (en) Facade panel system and method of erecting a multi-storey structure and facade
US8959849B1 (en) Light steel frame structure for deck
WO2008093081A2 (en) Modular car park deck
EP1355020A2 (en) Self-supported modular vehicle parking structure
EP3798389A1 (en) Structure and assembling method for a solar carport
KR20230155459A (en) Modules used in the preparation of prefabricated structures, module manufacturing methods, and transfer frames
EP1507053B1 (en) Modular platform
US20070277453A1 (en) Matting for carrying heavy loads over soft soil foundations
JP2013509342A (en) Decomposable modular platform for garbage disposal facilities
JP4257153B2 (en) Outdoor staircase and construction method of outdoor staircase
JP3736893B2 (en) Roof structure of unit type building
GB2365883A (en) Load-bearing structure
NL1044001B1 (en) Aluminium frame building, build element and method therefor
WO1998042935A1 (en) Elevated accommodation assembly
NL1043999B1 (en) Aluminium frame building, build element and method therefor
AU2013207597B2 (en) A modular temporary car park assembly
US11572253B2 (en) Incline elevator and modular deck system and methods for the assembly, use and shipping thereof
AU593917B2 (en) Building systems
EP0589121A1 (en) Platform type vehicles parking system
ES2312289B1 (en) SYSTEM OF PARKING IN HEIGHT.
WO2023242470A1 (en) Ballistic shelter and method for fabricating a ballistic shelter
JP3353184B2 (en) How to build artificial ground
JP2021130952A (en) Protective working platform and its construction method

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: 20020529

AK Designated contracting states

Kind code of ref document: A2

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

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

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

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

AKX Designation fees paid

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

17Q First examination report despatched

Effective date: 20041201

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: INTRACOM CONSTRUCTIONS SOCIETE ANONYME TECHNICAL A

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

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20060419