EP1815085B1 - Support structure for elevated floor assembly - Google Patents

Support structure for elevated floor assembly Download PDF

Info

Publication number
EP1815085B1
EP1815085B1 EP05801763A EP05801763A EP1815085B1 EP 1815085 B1 EP1815085 B1 EP 1815085B1 EP 05801763 A EP05801763 A EP 05801763A EP 05801763 A EP05801763 A EP 05801763A EP 1815085 B1 EP1815085 B1 EP 1815085B1
Authority
EP
European Patent Office
Prior art keywords
support structure
panel
supporting
pedestal
structure according
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.)
Active
Application number
EP05801763A
Other languages
German (de)
French (fr)
Other versions
EP1815085A1 (en
Inventor
Eric Peter Isaac
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.)
Uniflair Industries SpA
Original Assignee
Uniflair Industries SpA
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 Uniflair Industries SpA filed Critical Uniflair Industries SpA
Publication of EP1815085A1 publication Critical patent/EP1815085A1/en
Application granted granted Critical
Publication of EP1815085B1 publication Critical patent/EP1815085B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02447Supporting structures
    • E04F15/02464Height adjustable elements for supporting the panels or a panel-supporting framework
    • E04F15/0247Screw jacks
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02447Supporting structures
    • E04F15/02458Framework supporting the panels

Definitions

  • the present invention relates to a support structure for an elevated floor assembly.
  • Such support structures generally comprise a number of pedestals, each including a column, a supporting head fixed to the upper end of the column, so as to be capable of supporting the floor panels of the elevated floor assembly, and a base plate fixed to the lower end of the column for providing a support platform for the pedestal resting on the base floor.
  • the length of the column is generally adjustable, so that the height of the pedestal can be adjusted.
  • all the supporting parts of the pedestal are generally made of metal, most often steel.
  • such support structures generally further comprise panel stringers coupled between adjacent pedestals to form a generally square grid when viewed from above. Floor panels normally rest on the panel stingers and form the elevated floor.
  • Such a support structure for an elevated floor assembly is e.g. disclosed in US 4,277,923 , wherein the structure comprises a plurality of pedestals and panel stringers coupled between adjacent pedestals.
  • Each pedestal has a column with a supporting head on an upper end of the column and a base plate on the lower end of the column.
  • the supporting head comprises radially protruding supporting arms for connecting panel stringers thereto.
  • Each panel stringer has a generally inverted U-shaped cross-section with two generally parallel side portions and an interconnecting portion, wherein the interconnecting portion rests on the radially protruding supporting arm.
  • self-tapping screws are driven through the panel stringers and the supporting head. This constitutes a rather cumbersome and time-consuming task.
  • the rigidity of the support structure is not adequate.
  • EP-A-1 247 922 discloses a support structure according to the preamble of claim 1.
  • It is an object of the present invention is to provide an improved support structure for an elevated floor assembly, wherein a rigid support structure can be quickly erected.
  • the present invention proposes a support structure for an elevated floor assembly comprising a plurality of pedestals and panel stringers coupled between adjacent pedestals, each pedestal having a column with a supporting head on an upper end of the column and a base plate on the lower end of the column, the supporting head having radially protruding supporting arms for connecting the panel stringers thereto, and each panel stringer having a generally inverted U-shaped cross-section with two generally parallel side portions and an interconnecting portion, wherein the interconnecting portion rests on the radially protruding supporting arm of the supporting head of the pedestal.
  • At an end portion of the panel stringer at least one of the side portions comprises a cavity proximate the interconnecting portion and a guide leading from an edge of the side portion remote from the interconnecting portion to the cavity.
  • the supporting arm comprises at least one lateral protrusion configured to be received in the cavities when the panel stringer is connected to the supporting arm of the pedestal.
  • the cavity and the guide are formed by an indentation on the inner surface, the guide extending from an edge of the side portion into the cavity.
  • both side portions comprise a cavity and a guide and the supporting arm comprises two protrusions cooperating with the two cavities.
  • the cavities are preferably dimensioned so as to securely receive the protrusions therein. The secure fit achieved thereby ensures that the panel stringer cannot accidentally be detached from the supporting arm of the pedestal.
  • the cavities and protrusions are advantageously arranged with slight play therebetween, so as to permit adaptation of the support structure to minor movement of the base floor.
  • the guides advantageously have a cross-section narrowing in direction of the cavities. This allows easy and fast alignment of the protrusions with the grooves, through which the protrusions are automatically led to the cavities.
  • the cross-section of the guides, in proximity to said cavities, is preferably slightly smaller than the cross-section of said protrusions.
  • the latter must hence be forced through the narrower portions of the guides in order to reach the cavities. This means that, once the protrusions are received in the cavities, a secure connection is achieved.
  • the protrusions cannot easily escape from the cavities unless sufficient force is applied in order to push the protrusions through the narrower portions of the guides. Accidental uncoupling of the panel stringers from the supporting arms is thereby prevented and an improved support structure is achieved.
  • the protrusions can e.g. be rounded for easier and faster connection of the panel stringer to the supporting arm.
  • the supporting head of the pedestal has four supporting arms arranged at right angles to each other.
  • the supporting arms can have a panel stringer coupled thereto, thereby forming a rectangular grid on which the floor panels of the elevated floor assembly can rest.
  • the supporting head of the pedestal has four main supporting arms arranged at right angles to each other and four auxiliary supporting arms arranged at right angles to each other and at 45° with respect to the main supporting arms.
  • the main supporting arms can have a panel stringer coupled thereto, thereby forming a square grid on which the floor panels of the elevated floor assembly can rest. Due to the auxiliary supporting arms, further panel stringers can be arranged diagonally through the squares of the grid, thereby providing further support to the floor panels.
  • stringer members are often shortened onsite to accommodate narrower floor panels.
  • an end of the stringer member without corresponding cavities can be connected to the auxiliary supporting arm.
  • This has the advantage that no other pedestals have to be provided for use at the edges of the elevated floor. Rather, the same pedestals can simply be turned by about 45 degrees and used to support shortened stringer members and ploor panels.
  • the auxiliary supporting arms are preferably longer than the main supporting arms. This allows the panel stringers coupled to the main supporting arms to be coupled as close as possible to the centre of the pedestal. The closer the coupling is made to the centre of the supporting head, the more stable the support structure becomes.
  • the supporting head is preferably generally square.
  • the supporting arms of the pedestals and the interconnecting portion of the panel stringers can comprise holes, the holes being arranged so as to be in alignment when the panel stringer is coupled to the pedestal. If desired, the coupling between panel stringer and pedestal can then be complemented by additional fixing means such as e.g. screws, nails or rivets through the bores.
  • Fig.1 shows a pedestal 10, which is mounted on a base floor 12 to form a support structure together with panel stringers 14, only one of which is partially shown.
  • the pedestal 10 comprises a column, which is globally identified with reference number 16, a supporting head 17 fixed to the upper end of the column 16, and a base plate 18 fixed to the lower end of the column 16.
  • the column 16 consists of a threaded rod 20, a bearing nut 22 screwed on the threaded rod 20 and a hollow support tube 24. The lower end of the support tube 24 is placed over the upper end of the threaded rod 20 and supported thereon by the bearing nut 22.
  • the support tube 24 can be raised or lowered by screwing the bearing nut 22 on the threaded rod 20, so that the height of the pedestal 10 can be freely adjusted.
  • the upper end of the support tube 24 is connected to the supporting head 17.
  • the latter includes normally four or eight supporting arms to which the panel stringers 14 are coupled. On Figure 1 only two supporting arms 26, 26' are seen. The floor panels, which rest on the panel stringers 14, are not shown on Figure 1 .
  • FIG.2 A top view of a supporting head 17 of a pedestal 10 is schematically shown in Fig.2 .
  • the shown supporting head 17 comprises four main supporting arms 26, 26', 26", 26'" arranged at right angles to each other and four auxiliary supporting arms 28, 28', 28", 28'” arranged at right angles to each other and at 45° with respect to the main supporting arms 26, 26', 26", 26"'.
  • panel stringers 14 By coupling panel stringers 14 to the main supporting arms 26, a square grid is formed, on which floor panels of the elevated floor assembly can rest. Further panel stringers can be coupled to the auxiliary supporting arms 28 and diagonally arranged through the squares of the grid. This allows providing further support for the floor panels. Only one 26 of the main supporting arms 26, 26', 26", 26'" will now be described in more detail.
  • the supporting arm 26 extends radially outwards, from the centre of the supporting head 17 and laterally comprises two generally rounded protrusions 30, 30'.
  • the shape and size of the protrusions 30, 30' is adapted to cooperate with two cavities arranged in the panel stringer as will be described below.
  • the supporting arm 26 can further comprise a hole 32 adapted to cooperate with a hole arranged in the panel stringer as will also be described below.
  • the supporting head 17 is preferably generally square when seen from above.
  • the auxiliary supporting arms 28, 28', 28", 28"' are longer than the main supporting arms 26, 26', 26", 26"'. This allows the panel stringers coupled to the main supporting arms to be coupled as close as possible to the axis of the pedestal, thereby achieving a more stable support structure.
  • the auxiliary supporting arms 28, 28', 28", 28'" are not provided with protrusions. It is however not excluded to provide all eight supporting arms with protrusions.
  • FIG.3 A simplified perspective view of an end portion of a panel stringer 14 is shown in Fig.3 .
  • the panel stringer 14 has a generally inverted U-shaped cross-section and comprises two generally parallel side portions 34, 34' and an interconnecting portion 36.
  • the corners 38, 38' of the side portions remote from the interconnecting portion 36 are preferably bevelled in order to facilitate the coupling of the panel stringer 14 to the supporting head 17 of the pedestal 10.
  • the side portions 34, 34' of the panel stringer 14 further comprise indentations on the inner surfaces 40, 40' of the respective side portions 34, 34'.
  • the indentations are such as to form cavities 42, 42' and guides 44, 44' leading from the bevelled corners 38, 38' of the side portions 34, 34' to the cavities 42, 42'.
  • the cavities 42, 42' are dimensioned so as to receive the protrusions 30, 30' of the supporting arm 26.
  • the cavities 42, 42' are dimensioned so as to securely receive the protrusions 30, 30' therein, so that a secure fit between panel stringer and pedestal can be achieved. This ensures that the panel stringer cannot be accidentally detached from the supporting arm of the pedestal.
  • the cavities 42, 42' and protrusions 30, 30' are further arranged with slight play therebetween, so as to permit adaptation of the support structure to minor movement of the base floor.
  • the guides 44, 44' have a cross-section narrowing in direction of the cavities 42, 42'.
  • the cross-section of the guides 44, 44' at the bevelled corners 38, 38' is bigger than that of the protrusions 30, 30', thereby allowing easy engagement of the protrusions 30, 30' in the guides 44, 44'.
  • the cross-section of the guides 44, 44' near the cavities 42, 42' is slightly smaller than that of the protrusions 30, 30'. This means that the protrusions 30, 30' have to be forced through the guides 44, 44' in order to reach the cavities 42, 42'. This however also means that once the protrusions 30, 30' have reached the cavities 42, 42', they cannot easily escape therefrom. Accidental uncoupling of the panel stringers 14 from the pedestals 10 is thereby prevented.
  • the panel stringers 14 are prevented from sliding on the supporting arms 26 and are always positioned correctly with respect to the pedestal. Correct coupling of the panel stringers 14 to the pedestals 10 is therefore always ensured and the correct distance between adjacent pedestals is also respected.
  • the interconnecting portion 36 of the panel stringer 14 further comprises a hole 46 arranged so as to cooperate with the hole 32 of the supporting arm 26 when the panel stringer 14 is coupled to the supporting head 17 of the pedestal 17.
  • the coupling between panel stringer 14 and pedestal 10 can then, if desired, be complemented by additional fixing means such as e.g. screws, nails or rivets through the bores 32, 46.
  • the side portions and the interconnecting portion of the panel stinger shown in the present application are substantially flat. Generally however they comprise longitudinal reinforcing ribs to confer further strength to the panel stinger. Also, the supporting arms 26, 28 of the supporting head 17 are then generally shaped so as to correspond to the shape of the interconnecting portion of the panel stinger.

Abstract

Support structure for elevated floor assembly including a plurality of pedestals and panel stringers coupled between adjacent pedestals, each pedestal having a column with a supporting head on an upper end of the column and a base plate on the lower end of the column, the supporting head having radially protruding supporting arms for connecting the panel stringers thereto, and each panel stringer having a generally inverted U-shaped cross-section with two generally parallel side portions and an interconnecting portion, wherein the interconnecting portion Wrests on the radially protruding supporting arm of the supporting head of the pedestal. At an end portion of the panel stringer, at least one of the side portions includes on its inner surface, a cavity proximate the interconnecting portion and a guide leading from an edge of the side portion remote from the interconnecting portion to the cavity, and the supporting arm has at least one lateral protrusion configured to be received in the cavity when the panel stringer is connected to the supporting arm of the pedestal.

Description

    Introduction
  • The present invention relates to a support structure for an elevated floor assembly.
  • Such support structures generally comprise a number of pedestals, each including a column, a supporting head fixed to the upper end of the column, so as to be capable of supporting the floor panels of the elevated floor assembly, and a base plate fixed to the lower end of the column for providing a support platform for the pedestal resting on the base floor. The length of the column is generally adjustable, so that the height of the pedestal can be adjusted. In order to be capable of supporting heavy floor loads, all the supporting parts of the pedestal are generally made of metal, most often steel. For increased rigidity and strength, such support structures generally further comprise panel stringers coupled between adjacent pedestals to form a generally square grid when viewed from above. Floor panels normally rest on the panel stingers and form the elevated floor.
  • Such a support structure for an elevated floor assembly is e.g. disclosed in US 4,277,923 , wherein the structure comprises a plurality of pedestals and panel stringers coupled between adjacent pedestals. Each pedestal has a column with a supporting head on an upper end of the column and a base plate on the lower end of the column. The supporting head comprises radially protruding supporting arms for connecting panel stringers thereto. Each panel stringer has a generally inverted U-shaped cross-section with two generally parallel side portions and an interconnecting portion, wherein the interconnecting portion rests on the radially protruding supporting arm. In order to prevent the panel stringers from moving with respect to the supporting head, self-tapping screws are driven through the panel stringers and the supporting head. This constitutes a rather cumbersome and time-consuming task. Furthermore, the rigidity of the support structure is not adequate.
  • EP-A-1 247 922 discloses a support structure according to the preamble of claim 1.
  • Object of the invention
  • It is an object of the present invention is to provide an improved support structure for an elevated floor assembly, wherein a rigid support structure can be quickly erected.
  • General description of the invention
  • In order to overcome the abovementioned problems, the present invention proposes a support structure for an elevated floor assembly comprising a plurality of pedestals and panel stringers coupled between adjacent pedestals, each pedestal having a column with a supporting head on an upper end of the column and a base plate on the lower end of the column, the supporting head having radially protruding supporting arms for connecting the panel stringers thereto, and each panel stringer having a generally inverted U-shaped cross-section with two generally parallel side portions and an interconnecting portion, wherein the interconnecting portion rests on the radially protruding supporting arm of the supporting head of the pedestal. At an end portion of the panel stringer, at least one of the side portions comprises a cavity proximate the interconnecting portion and a guide leading from an edge of the side portion remote from the interconnecting portion to the cavity. The supporting arm comprises at least one lateral protrusion configured to be received in the cavities when the panel stringer is connected to the supporting arm of the pedestal. According to an important aspect of the invention, the cavity and the guide are formed by an indentation on the inner surface, the guide extending from an edge of the side portion into the cavity. In order to couple a panel stringer to a pedestal, the guide of the side portion of the panel stinger is aligned with the protrusion of the supporting arm of the pedestal. The panel stinger is then pushed downwards onto the supporting arm of the pedestal. Due to the guide, the protrusion is thereby led through the guide into the cavity. The protrusion and cavity guarantees a precise and correct position of the panel stringer with respect to the pedestal, thereby obtaining an improved support structure for an elevated floor assembly. Once the protrusion is arranged in the cavity, the panel stringer is prevented from sliding on the supporting arm, thereby eliminating the necessity of driving a screw through panel stringer and supporting arm. The support structure can hence be more easily and more quickly erected, which has a positive effect on labour costs. Preferably, both side portions comprise a cavity and a guide and the supporting arm comprises two protrusions cooperating with the two cavities.
  • The cavities are preferably dimensioned so as to securely receive the protrusions therein. The secure fit achieved thereby ensures that the panel stringer cannot accidentally be detached from the supporting arm of the pedestal.
  • The cavities and protrusions are advantageously arranged with slight play therebetween, so as to permit adaptation of the support structure to minor movement of the base floor.
  • The guides advantageously have a cross-section narrowing in direction of the cavities. This allows easy and fast alignment of the protrusions with the grooves, through which the protrusions are automatically led to the cavities.
  • The cross-section of the guides, in proximity to said cavities, is preferably slightly smaller than the cross-section of said protrusions. The latter must hence be forced through the narrower portions of the guides in order to reach the cavities. This means that, once the protrusions are received in the cavities, a secure connection is achieved. The protrusions cannot easily escape from the cavities unless sufficient force is applied in order to push the protrusions through the narrower portions of the guides. Accidental uncoupling of the panel stringers from the supporting arms is thereby prevented and an improved support structure is achieved.
  • The protrusions can e.g. be rounded for easier and faster connection of the panel stringer to the supporting arm.
  • According to one embodiment, the supporting head of the pedestal has four supporting arms arranged at right angles to each other. The supporting arms can have a panel stringer coupled thereto, thereby forming a rectangular grid on which the floor panels of the elevated floor assembly can rest.
  • According to a preferred embodiment, the supporting head of the pedestal has four main supporting arms arranged at right angles to each other and four auxiliary supporting arms arranged at right angles to each other and at 45° with respect to the main supporting arms. The main supporting arms can have a panel stringer coupled thereto, thereby forming a square grid on which the floor panels of the elevated floor assembly can rest. Due to the auxiliary supporting arms, further panel stringers can be arranged diagonally through the squares of the grid, thereby providing further support to the floor panels. At the edges of the elevated floor, stringer members are often shortened onsite to accommodate narrower floor panels. By designing the auxiliary supporting arms without lateral protrusions, a cut end of the stringer member, i.e. an end of the stringer member without corresponding cavities, can be connected to the auxiliary supporting arm. This has the advantage that no other pedestals have to be provided for use at the edges of the elevated floor. Rather, the same pedestals can simply be turned by about 45 degrees and used to support shortened stringer members and ploor panels.
  • The auxiliary supporting arms are preferably longer than the main supporting arms. This allows the panel stringers coupled to the main supporting arms to be coupled as close as possible to the centre of the pedestal. The closer the coupling is made to the centre of the supporting head, the more stable the support structure becomes. When seen from above, the supporting head is preferably generally square.
  • Furthermore, the supporting arms of the pedestals and the interconnecting portion of the panel stringers can comprise holes, the holes being arranged so as to be in alignment when the panel stringer is coupled to the pedestal. If desired, the coupling between panel stringer and pedestal can then be complemented by additional fixing means such as e.g. screws, nails or rivets through the bores.
  • Detailed description with respect to the figures
  • The present invention will be more apparent from the following description of a not limiting embodiment with reference to the attached drawings, wherein
    • Fig.1 is a side view of a pedestal and an end portion of a panel stringer of a support structure for an elevated floor assembly;
    • Fig.2 is a schematic top view of a supporting head of a pedestal according to the present invention; and
    • Fig.3 is a schematic perspective view of an end portion of a panel stinger according to the present invention;
  • Fig.1 shows a pedestal 10, which is mounted on a base floor 12 to form a support structure together with panel stringers 14, only one of which is partially shown. The pedestal 10 comprises a column, which is globally identified with reference number 16, a supporting head 17 fixed to the upper end of the column 16, and a base plate 18 fixed to the lower end of the column 16. The column 16 consists of a threaded rod 20, a bearing nut 22 screwed on the threaded rod 20 and a hollow support tube 24. The lower end of the support tube 24 is placed over the upper end of the threaded rod 20 and supported thereon by the bearing nut 22. It follows that the support tube 24 can be raised or lowered by screwing the bearing nut 22 on the threaded rod 20, so that the height of the pedestal 10 can be freely adjusted. The upper end of the support tube 24 is connected to the supporting head 17. The latter includes normally four or eight supporting arms to which the panel stringers 14 are coupled. On Figure 1 only two supporting arms 26, 26' are seen. The floor panels, which rest on the panel stringers 14, are not shown on Figure 1.
  • A top view of a supporting head 17 of a pedestal 10 is schematically shown in Fig.2. The shown supporting head 17 comprises four main supporting arms 26, 26', 26", 26'" arranged at right angles to each other and four auxiliary supporting arms 28, 28', 28", 28'" arranged at right angles to each other and at 45° with respect to the main supporting arms 26, 26', 26", 26"'. By coupling panel stringers 14 to the main supporting arms 26, a square grid is formed, on which floor panels of the elevated floor assembly can rest. Further panel stringers can be coupled to the auxiliary supporting arms 28 and diagonally arranged through the squares of the grid. This allows providing further support for the floor panels. Only one 26 of the main supporting arms 26, 26', 26", 26'" will now be described in more detail.
  • The supporting arm 26 extends radially outwards, from the centre of the supporting head 17 and laterally comprises two generally rounded protrusions 30, 30'. The shape and size of the protrusions 30, 30' is adapted to cooperate with two cavities arranged in the panel stringer as will be described below. The supporting arm 26 can further comprise a hole 32 adapted to cooperate with a hole arranged in the panel stringer as will also be described below.
  • As can be seen on Fig.2, the supporting head 17 is preferably generally square when seen from above. The auxiliary supporting arms 28, 28', 28", 28"' are longer than the main supporting arms 26, 26', 26", 26"'. This allows the panel stringers coupled to the main supporting arms to be coupled as close as possible to the axis of the pedestal, thereby achieving a more stable support structure. It can also be seen on Fig.2 that the auxiliary supporting arms 28, 28', 28", 28'" are not provided with protrusions. It is however not excluded to provide all eight supporting arms with protrusions.
  • A simplified perspective view of an end portion of a panel stringer 14 is shown in Fig.3. The panel stringer 14 has a generally inverted U-shaped cross-section and comprises two generally parallel side portions 34, 34' and an interconnecting portion 36. The corners 38, 38' of the side portions remote from the interconnecting portion 36 are preferably bevelled in order to facilitate the coupling of the panel stringer 14 to the supporting head 17 of the pedestal 10.
  • The side portions 34, 34' of the panel stringer 14 further comprise indentations on the inner surfaces 40, 40' of the respective side portions 34, 34'. The indentations are such as to form cavities 42, 42' and guides 44, 44' leading from the bevelled corners 38, 38' of the side portions 34, 34' to the cavities 42, 42'.
  • The cavities 42, 42' are dimensioned so as to receive the protrusions 30, 30' of the supporting arm 26. Preferably, the cavities 42, 42' are dimensioned so as to securely receive the protrusions 30, 30' therein, so that a secure fit between panel stringer and pedestal can be achieved. This ensures that the panel stringer cannot be accidentally detached from the supporting arm of the pedestal. The cavities 42, 42' and protrusions 30, 30' are further arranged with slight play therebetween, so as to permit adaptation of the support structure to minor movement of the base floor. The guides 44, 44' have a cross-section narrowing in direction of the cavities 42, 42'. The cross-section of the guides 44, 44' at the bevelled corners 38, 38' is bigger than that of the protrusions 30, 30', thereby allowing easy engagement of the protrusions 30, 30' in the guides 44, 44'. Once the protrusions 30, 30' are engaged in the guides 44, 44', the panel stringer 14 is pushed down onto the supporting arm 26 of the pedestal 10. The protrusions 30, 30' are thereby guided towards the cavities 42, 42'.
  • The cross-section of the guides 44, 44' near the cavities 42, 42' is slightly smaller than that of the protrusions 30, 30'. This means that the protrusions 30, 30' have to be forced through the guides 44, 44' in order to reach the cavities 42, 42'. This however also means that once the protrusions 30, 30' have reached the cavities 42, 42', they cannot easily escape therefrom. Accidental uncoupling of the panel stringers 14 from the pedestals 10 is thereby prevented.
  • Due to the protrusions 30, 30' and the cavities 42, 42', the panel stringers 14 are prevented from sliding on the supporting arms 26 and are always positioned correctly with respect to the pedestal. Correct coupling of the panel stringers 14 to the pedestals 10 is therefore always ensured and the correct distance between adjacent pedestals is also respected.
  • The interconnecting portion 36 of the panel stringer 14 further comprises a hole 46 arranged so as to cooperate with the hole 32 of the supporting arm 26 when the panel stringer 14 is coupled to the supporting head 17 of the pedestal 17. The coupling between panel stringer 14 and pedestal 10 can then, if desired, be complemented by additional fixing means such as e.g. screws, nails or rivets through the bores 32, 46.
  • It will be understood that, in order to simplify the figures, the side portions and the interconnecting portion of the panel stinger shown in the present application are substantially flat. Generally however they comprise longitudinal reinforcing ribs to confer further strength to the panel stinger. Also, the supporting arms 26, 28 of the supporting head 17 are then generally shaped so as to correspond to the shape of the interconnecting portion of the panel stinger.

Claims (10)

  1. Support structure for elevated floor assembly comprising a plurality of pedestals (10) and panel stringers (14) coupled between adjacent pedestals (10),
    each pedestal (10) having a column (16) with a supporting head (17) on an upper end of said column (16) and a plate (18) on the lower end of said column (18), said supporting head (17) having radially protruding supporting arms (26) for connecting said panel stringers (14) thereto,
    each panel stringer (14) having a generally inverted U-shaped cross-section with two generally parallel side portions (34, 34') and an interconnecting portion (36), wherein the interconnecting portion (36) rests on the radially protruding supporting arm (26) of the supporting head (17) of the pedestal (10), said side portions having an inner surface (40, 40')
    wherein at an end portion of said panel stringer (14), at least one of said side portions (34, 34') comprises a cavity (42, 42') proximate said interconnecting portion (36) and a guide (44, 44') leading from an edge of the side portion (34, 34') remote from said interconnecting portion (36) to said cavity (42, 42'), and
    wherein said supporting arm (26) comprises at least one lateral protrusion (30, 30') configured to be received in said cavity (42, 42') when said panel stringer (14) is connected to said supporting arm (26) of said pedestal (10)
    characterized in that
    said cavity (42, 42') and said guide (44, 44') are formed by an indentation on said inner surface (40, 40'), said guide (44, 44') extending from an edge of the side portion (34, 34') into said cavity (42, 42').
  2. Support structure according to claim 1, wherein said cavities (42, 42') are dimensioned so as to securely receive said protrusions (30, 30') therein with play sufficient to permit adaptation of the support.
  3. Support structure according to claim 1 or 2, wherein said cavities (42, 42') and said protrusions (30, 30') are arranged with slight play therebetween.
  4. Support structure according to any of claims 1 to 3, wherein said guides (44, 44') have a cross-section narrowing in direction of said cavities (42, 42').
  5. Support structure according to claim 4, wherein the cross-section of said guides (44, 44'), in proximity to said cavities (42, 42'), is slightly smaller than the cross-section of said protrusions (30, 30').
  6. Support structure according to any of claims 1 to 5, wherein said protrusions (30, 30') are rounded.
  7. Support structure according to any of claims 1 to 6, wherein said supporting head (17) of said pedestal (10) has four supporting arms (26, 26', 26", 26"') arranged at right angles to each other.
  8. Support structure according to any of claims 1 to 6, wherein said supporting head (17) of said pedestal (10) has four main supporting arms (26, 26', 26", 26"') arranged at right angles to each other and four auxiliary supporting arms (28, 28', 28", 28"') arranged at right angles to each other and at 45° with respect to said main supporting arms (26, 26', 26", 26"').
  9. Support structure according to claim 8, wherein said auxiliary supporting arms (28, 28', 28", 28"') are longer than said main supporting arms (26, 26', 26", 26"').
  10. Support structure according to any of claim 1 to 9, wherein said supporting arms (26, 28) of said pedestals (10) and said interconnecting portion (36) of said panel stringers (14) comprise holes (32, 46), said holes (32, 46) being arranged so as to be in alignment when said panel stringer (14) is coupled to said pedestal (10).
EP05801763A 2004-11-16 2005-10-21 Support structure for elevated floor assembly Active EP1815085B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
LU91123A LU91123B1 (en) 2004-11-16 2004-11-16 Support structure for elevated floor assembly
PCT/EP2005/055467 WO2006053813A1 (en) 2004-11-16 2005-10-21 Support structure for elevated floor assembly

Publications (2)

Publication Number Publication Date
EP1815085A1 EP1815085A1 (en) 2007-08-08
EP1815085B1 true EP1815085B1 (en) 2009-03-25

Family

ID=34955602

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05801763A Active EP1815085B1 (en) 2004-11-16 2005-10-21 Support structure for elevated floor assembly

Country Status (15)

Country Link
US (1) US20090205275A1 (en)
EP (1) EP1815085B1 (en)
JP (1) JP4571672B2 (en)
CN (1) CN100445503C (en)
AT (1) ATE426714T1 (en)
AU (1) AU2005305902B2 (en)
BR (1) BRPI0516809B1 (en)
CA (1) CA2587549A1 (en)
DE (1) DE602005013563D1 (en)
ES (1) ES2323974T3 (en)
LU (1) LU91123B1 (en)
NO (1) NO20073121L (en)
RU (1) RU2367751C2 (en)
WO (1) WO2006053813A1 (en)
ZA (1) ZA200704213B (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1393741B1 (en) * 2009-03-27 2012-05-08 Alca System S R L FLOATING FLOOR STRUCTURE
EP2354371A1 (en) 2010-01-22 2011-08-10 Subfloor ApS Support system for a floor
EP2719479B1 (en) 2011-06-13 2016-08-17 Mitsubishi Electric Corporation Insertion frame structure and housing using same
US10787817B1 (en) * 2017-04-17 2020-09-29 Henry H. Bilge System for mounting adjustable covering panels to a wall
US10113320B1 (en) * 2017-11-03 2018-10-30 United Construction Products, Inc. Restraint system for elevated flooring tiles
RU2751627C1 (en) * 2020-06-29 2021-07-15 Игорь Викторович Прохоров Device for installing longitudinal support elements of raised floor and method for its manufacture
US11725413B2 (en) 2020-07-17 2023-08-15 Granite Industries, Inc. Elevated flooring system for clearspan tent

Family Cites Families (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2755107A (en) * 1952-12-18 1956-07-17 Air Way Ind Inc Internally flush latch for vacuum cleaner pipes
US3222030A (en) * 1964-06-22 1965-12-07 Unistrut Corp Floor structure elevating device
US3470663A (en) * 1968-05-24 1969-10-07 Tate Architectural Products Pedestal unit for access floors
BE759234A (en) * 1970-01-06 1971-04-30 Liskey Aluminum RAISED FLOOR
US4277923A (en) 1979-10-18 1981-07-14 Unistrut Corporation Support pedestal assembly for a raised floor system
IL73748A0 (en) * 1984-12-05 1985-03-31 Alcol Ltd Pedestals for access floors
DK161370C (en) * 1986-11-26 1991-12-23 Lego As WHEEL HIRE IS FOR TOYS
IT1227965B (en) * 1988-11-02 1991-05-20 Sisa S A FOOT FOR RAISED FLOORS.
JPH02128058A (en) * 1988-11-04 1990-05-16 Naka Tech Lab Supporter for floor panel
DE8911464U1 (en) * 1989-09-26 1991-02-14 Nuebel, Hubert, 4796 Salzkotten, De
DE4132989A1 (en) * 1991-10-04 1993-04-08 Mahle Gmbh Adjustable prop for supporting floors using sheet metal - has funnel-shaped head with an extended load-bearing flange and shaft supported by baseplate.
JPH06146548A (en) * 1992-07-16 1994-05-27 Sumitomo Rubber Ind Ltd Stringer fixing mechanism of double floor
DE4320989C1 (en) * 1993-06-24 1994-08-18 Fleischmann Geb Vehicle for electrical toy and model railways, having a truck body which can be inclined inwards during cornering
US5791096A (en) * 1997-03-07 1998-08-11 Chen; Kingbow Raised floor supporting structure
US6213672B1 (en) * 1997-10-21 2001-04-10 George J. Varga Telescoping pole & cleaning tool
US5904009A (en) * 1997-12-01 1999-05-18 Huang; Chien-Teh Shock-resistant floor-supporting strut unit which can bear a heavy load thereon
JP4150469B2 (en) * 1999-06-11 2008-09-17 ミサワホーム株式会社 Steel pulling connection tool, steel pulling connection structure, steel pulling connection method, floor joist support structure and support method using steel pulling
WO2001045546A1 (en) * 1999-12-21 2001-06-28 Kao Corporation Pipe connecting structure and cleaning tool
CN2454465Y (en) * 2000-12-26 2001-10-17 上海惠亚铝合金制品有限公司 Connection device for elevated floor support seat and longeron
EP1247922B1 (en) * 2001-04-02 2010-08-04 Lindner Ag Floor support with a head plate for supporting a false floor structure and false floor structure
US6319027B1 (en) * 2001-04-10 2001-11-20 Hon Hai Precision Ind. Co., Ltd. Card edge connector with ejector
US6772564B2 (en) * 2001-07-11 2004-08-10 Richard Joseph Leon Unitized, pre-fabricated raised access floor arrangement, installation and leveling method, and automatized leveling tool
US6519902B1 (en) * 2001-10-05 2003-02-18 Maxcess Technologies, Inc. Heavy-duty floor panel for a raised access floor system
BG106059A (en) * 2001-10-29 2003-04-30 ПАНТЕВ Георги System for raising a floor platform
CN2558712Y (en) * 2002-02-22 2003-07-02 上海德瑞金属制品有限公司 Supporting frame for raised flooring
CA2419635C (en) * 2002-02-25 2010-02-02 Rupert Jakob-Bamberg Raised access floor system

Also Published As

Publication number Publication date
CN100445503C (en) 2008-12-24
JP4571672B2 (en) 2010-10-27
EP1815085A1 (en) 2007-08-08
DE602005013563D1 (en) 2009-05-07
WO2006053813A1 (en) 2006-05-26
BRPI0516809B1 (en) 2015-11-17
US20090205275A1 (en) 2009-08-20
ZA200704213B (en) 2008-05-28
ATE426714T1 (en) 2009-04-15
NO20073121L (en) 2007-08-14
AU2005305902B2 (en) 2010-09-02
CN101080537A (en) 2007-11-28
CA2587549A1 (en) 2006-05-26
RU2007122474A (en) 2008-12-27
BRPI0516809A (en) 2008-09-23
RU2367751C2 (en) 2009-09-20
ES2323974T3 (en) 2009-07-28
LU91123B1 (en) 2006-05-17
JP2008520865A (en) 2008-06-19
AU2005305902A1 (en) 2006-05-26

Similar Documents

Publication Publication Date Title
EP1815085B1 (en) Support structure for elevated floor assembly
EP2492408A1 (en) Joint structure for building frame
CN102741486A (en) Seismic clip
KR101738344B1 (en) Heliport
KR20170113028A (en) Heliport
EP2322740A1 (en) Support for flooring elements, and flooring assembly comprising such support
JP3944110B2 (en) Support structure for glass floor
KR200384367Y1 (en) A support pipe for construction
KR102247472B1 (en) The Conner Connector for Partition and the OA Partition using It
KR102459395B1 (en) Slide type nut holder using prefabricated truss
US20040060484A1 (en) Shelf or stand device
US10597877B2 (en) Fitting for laying decking boards
KR200294360Y1 (en) A fixing apparatus for building decoration plate stone
JP3940578B2 (en) Handrail coupling
US20240102293A1 (en) An Apparatus for a Temporary Flooring or Temporary Structure
KR200454108Y1 (en) Ball stand for sink
KR102443963B1 (en) Assembly for raised floor
EP1598498A1 (en) Connecting stake with a fixing stirrup with clamps, for the assembly of a concrete floor on wooden beams
JP3842678B2 (en) Deck floor joints and joint structure
EP4239143A1 (en) Head with reversible adapter for supporting raised floors
KR200349797Y1 (en) Rail for mobile-rack
GB2543937A (en) Temporary Support
JP4227938B2 (en) Auxiliary member for formwork
RU56435U1 (en) ADJUSTABLE BRACKET
JP6719944B2 (en) Strut receiving floor base structure and supporting member

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: 20070529

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: HR YU

RAX Requested extension states of the european patent have changed

Extension state: HR

Payment date: 20070529

Extension state: YU

Payment date: 20070529

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: HR YU

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REF Corresponds to:

Ref document number: 602005013563

Country of ref document: DE

Date of ref document: 20090507

Kind code of ref document: P

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2323974

Country of ref document: ES

Kind code of ref document: T3

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

Ref country code: LT

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

Effective date: 20090325

Ref country code: SI

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

Effective date: 20090325

Ref country code: FI

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

Effective date: 20090325

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

Ref country code: SE

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

Effective date: 20090625

Ref country code: PL

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

Effective date: 20090325

Ref country code: AT

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

Effective date: 20090325

Ref country code: LV

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

Effective date: 20090325

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

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

Effective date: 20090325

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

Ref country code: PT

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

Effective date: 20090831

Ref country code: CZ

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

Effective date: 20090325

Ref country code: EE

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

Effective date: 20090325

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

Ref country code: IS

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

Effective date: 20090725

Ref country code: RO

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

Effective date: 20090325

Ref country code: NL

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

Effective date: 20090325

Ref country code: SK

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

Effective date: 20090325

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

Ref country code: BG

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

Effective date: 20090625

Ref country code: DK

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

Effective date: 20090325

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

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

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E006673

Country of ref document: HU

26N No opposition filed

Effective date: 20091229

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

Ref country code: MC

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

Effective date: 20091031

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: LI

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

Effective date: 20091031

Ref country code: CH

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

Effective date: 20091031

Ref country code: GR

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

Effective date: 20090626

Ref country code: IE

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

Effective date: 20091021

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

Ref country code: LU

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

Effective date: 20091021

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

Ref country code: TR

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

Effective date: 20090325

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

Ref country code: CY

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

Effective date: 20090325

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 11

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 12

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

Ref country code: HU

Payment date: 20161012

Year of fee payment: 12

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

Ref country code: ES

Payment date: 20161026

Year of fee payment: 12

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 13

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

Ref country code: HU

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

Effective date: 20171022

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 14

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20181221

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

Ref country code: ES

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

Effective date: 20171022

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

Ref country code: FR

Payment date: 20221024

Year of fee payment: 18

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

Ref country code: DE

Payment date: 20221028

Year of fee payment: 18

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

Ref country code: GB

Payment date: 20231024

Year of fee payment: 19

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

Ref country code: IT

Payment date: 20231024

Year of fee payment: 19