EP2434073B1 - Adjustable mezzanine floor - Google Patents
Adjustable mezzanine floor Download PDFInfo
- Publication number
- EP2434073B1 EP2434073B1 EP10777397.0A EP10777397A EP2434073B1 EP 2434073 B1 EP2434073 B1 EP 2434073B1 EP 10777397 A EP10777397 A EP 10777397A EP 2434073 B1 EP2434073 B1 EP 2434073B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- staircase
- holes
- joist
- connector
- face
- 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.)
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- 239000000463 material Substances 0.000 claims description 16
- 230000000712 assembly Effects 0.000 claims description 6
- 238000000429 assembly Methods 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000009434 installation Methods 0.000 description 6
- 238000005259 measurement Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/28—Scaffolds primarily resting on the ground designed to provide support only at a low height
- E04G1/32—Other free-standing supports, e.g. using trestles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34305—Structures characterised by movable, separable, or collapsible parts, e.g. for transport telescopic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/18—Scaffolds primarily resting on the ground adjustable in height
- E04G1/22—Scaffolds having a platform on an extensible substructure, e.g. of telescopic type or with lazy-tongs mechanism
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2457—Beam to beam connections
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2469—Profile with an array of connection holes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
Definitions
- the present invention relates to a mezzanine floor provided with an extension system in all its components, allowing its installation in any suitable place as well as changing location, the same structure being able to be adapted to other architectural spaces without needing to perform masonry works or changes in the structure.
- the application field thereof is within the auxiliary components industry for construction and specifically in the auxiliary industry for mezzanine floors.
- the state of the art provides fixed mezzanine floors, custom-made according to the details of the location in which it is to be installed and another type of modular mezzanine floors consisting of fixed modules having preconceived sizes and which must be adapted to the location at the time of installation.
- the known mezzanine floors have the following drawbacks: They can not be reused for other locations, for this reason in the event of moving to another place the installed mezzanine floor must be disregarded and a new one installed. Specialized staff is necessary for installing the known mezzanine floors.
- the transportation cost of these conventional mezzanine floors is greater than that proposed by the present invention, since it involves the use of trucks long enough to accommodate the components which have to have fixed measurements. More time needs to be dedicated to its installation.
- the modular mezzanine floors have firmness less than those proposed by the present invention. They are less versatile. Their installation is complicated. They are accompanied by masonry works.
- WO 03/091514 A1 discloses a module-based building system comprising a set of pillars and beams of a fixed size, therefore presenting the drawbacks of the art as stated above.
- the present invention relates to a mezzanine floor comprising a floor surface extended on beams supported by posts as defined in appended claim 1.
- the mezzanine floor comprises at least four posts, at least two beams and at least two joists.
- the present invention provides novel, simple and easy to execute solutions to the state of the art, resulting in the following advantages: They can be reused for other locations, disregarding the installed mezzanine floor and installing a new one in the event of moving to another place not being necessary. Specialized staff is not necessary for installing the mezzanine floor proposed by the present invention.
- the transportation cost is lower than that of those conventional mezzanine floors since the use of large vehicles is not necessary.
- the time dedicated to its installation is considerably lower.
- the mezzanine floor proposed by the present invention is firmer than that of the modular mezzanine floors. It is more versatile. Its installation is not complicated. It is not accompanied by masonry works.
- the invention is made up of four posts made of steel or of a material with the same characteristics formed by telescopic tubes.
- a metal flat bar which can be circular or another shape, with openings for securing it to the floor by means of screws, is preferably welded in an off-centered manner at the base of the lower tube, the largest area being oriented toward the inside of the structure and thus preventing the post from being too far away from the wall.
- the two tubes forming the post have coinciding holes which by means of a pin control the height of the structure.
- the flat bar bent essentially at a right angle which forms the capital has on the side welded to the post a reinforcing flat bar welded to the post and to the capital.
- a beam made of steel or another resistant material the cross-section of which is rectangular-shaped is integrally attached by means of screws to the capital.
- One of the longer sides of the rectangle, outlining the section of the beam, has an aperture along the entire length of the beam large enough for housing a connector, formed by a plate which can be made of the same material as the previous components, bent essentially at a right angle.
- One of the sides of the connector is coupled by means of screws inside the rectangle formed by the beam, the other side of the connector is coupled in the same manner inside a joist, similar to the beam although having smaller size.
- On the side of the beam opposite to the side which is cut along its entire length there are holes coinciding with the holes of the capital and of the connector, further having other larger holes acting as cable ducts.
- the beams and joists are made up of two parts telescopically inserted into one another which, fixed by means of through bolts through their holes, will determine the width and depth of the mezzanine floor.
- Each beam is attached at its ends to a post, a beam and two posts forming an assembly and the mezzanine floor is formed by two assemblies, one front assembly and another back assembly, attached by means of the joists which in turn support the level floor, formed by sheets made of a hard material, screwed to the joists.
- the final floor is placed on this level floor according to the intended use of the mezzanine floor.
- a staircase made up of two stringers formed by extendable beams provided at their upper ends with a connector, formed by a plate bent two times at right angles, attached by means of screws, one side attached to the stringers and the other two sides attached to a beam or joist and to the level floor.
- the lower end of the beams forming the staircase incorporates other anchors formed by a flat bar bent at the suitable angle depending on the inclination of the staircase.
- the landing steps made of a resistant material are attached by screws to the holes of both beams.
- a different embodiment is manufactured with another type of material with sufficient resistance and rigidity to support the design load.
- Another different embodiment is made up of more than four posts.
- Another different embodiment incorporates polygonal-shaped posts or posts of another shape.
- the base flat bar located at the lower end of the post is either polygonal-shaped or another shape.
- the reinforcing flat bar of the capital located at the end upper of the post is either polygonal-shaped or another shape.
- the section of the beams and joists are sigma-shaped, zeta-shaped, omega-shaped, u-shaped or the like.
- Another different embodiment is made up of beams and joists of square-shaped section.
- the mezzanine floor incorporates a side bar located on the upper portion.
- the staircase has a side bar.
- the staircase can be moved upwards, having the rotation shaft in its upper portion.
- the staircase is concealed under the beams of the mezzanine floor moving it horizontally towards the inside of the latter.
- the staircase is secured by means of a leg which hangs from the lower portion of the staircase on one of its sides such that there is free passage below it.
- the staircase pivots toward one side having the rotation shaft in one of its stringers or in the support beam of the landing steps and the collapsible handrailings.
- the staircase is located inside the mezzanine floor, between two joists, opening up a hole on the floor of the upper floor for access.
- a preferred embodiment of the invention is made up of four steel cylindrical posts 1 formed by two parts, upper post part 2 and lower post part 3, one fitted inside another, one located at the upper portion 2 and having a smaller diameter, which is slid inside the other 3 located at the lower portion and having a greater diameter, with the sufficient tolerance for allowing the sliding thereof.
- the lower post part 3 has at one end a round post base flat bar 4 made of the same material, with several holes, welded to the post in an off-centered manner.
- the lower post part 3 has at least two lower post part holes 5 at the same level facing one another located at the other end in which the post base flat bar 4 described above is located.
- the upper post part 2 having diameter smaller than that of the part post lower 3, has along its entire length and spaced from one another upper post part holes 6 similar to that of the lower post part 3.
- the height of the mezzanine floor is obtained by attaching the holes of the lower post part 3 with holes made in the upper post part 2 with a pin 34.
- a capital 7 made of the same material formed by a flat bar bent at a right angle such that it has two faces vertical to one another, a capital face welded to the post 8 having width equal to the upper post part 2, is welded to the latter, the other beam securing face 9 having width equal to the beam 12, described below, has capital holes 10 coinciding with others made in the beam 12.
- On the outer part of this same beam securing face 9 there is at least one arc-shaped reinforcing flat bar 11, the flat part of which is jointly welded to the capital 7 and to the upper post part 2.
- These beams 12, like the posts 1, are made up of two beam parts 16 inserted into one another, with sufficient tolerance for allowing their sliding and which, fixed by means of through bolts through their holes 15, will determine the width and depth of the mezzanine floor.
- a joist 17 of the same shape, material and composition as the beams 12, of the same length and somewhat having smaller cross-section, the extensibility of which controls the depth of the structure, is attached by means of screws to the aforementioned beam-to-joist connector 14 which is described below.
- a beam-to-joist connector 14 formed by a flat bar made of the same material as the previous components, bent at a right angle, two faces being perpendicular to one another.
- One of these faces, which is the joist-to-beam face 18 has the dimension sufficient to be coupled inside the rectangle formed by the beam and with the necessary beam-to-joist holes 19, coinciding with those made in the beam 12 and attached to the latter by screws.
- the other face, the connector face attached to the joist 20, has the measurements necessary to be coupled in the same manner as the above at the end of the joist 17.
- Each of its ends is coupled to the corresponding beam 12 by means of the beam-to-joist connector 14 described above, sufficient joists 17 being arranged along the entire length of the beams 12 for supporting the weight for which the structure is intended.
- Each beam 12 is attached at its ends to a post 1, a beam 12 and two posts 1 forming an assembly and the mezzanine floor is formed by two assemblies, one front assembly and another back assembly attached by means of the joists 17 which in turn support the level floor 21, formed by sheets made of a hard material, screwed to the joists 17.
- the final floor is placed on this level floor 21 according to the intended use of the mezzanine floor.
- a staircase 22 formed by two extendable staircase beams 28 provided at their upper ends with a staircase connector 23, formed by a staircase securing flat bar 26 bent at a right angle, in which each of its faces it incorporates a slide hole 24 which is screwed to a beam 12 or joist 17 using the holes provided thereon and to the level floor 21.
- Another staircase connector flat bar 25 is incorporated to this flat bar and welded to the edge of one of its faces in the vertical direction, forming an angle greater than 90° with the previous one and determining the inclination of the staircase 22, this staircase connector flat bar 25 has welded flat bar holes 27 coinciding with the holes of the staircase beams 28 supporting and forming the staircase 22 to which they are secured by means of screws.
- the other end of the staircase beams 28 forming the staircase 22 incorporate staircase base connectors 29 formed by a flat bar bent at a right angle in which one of its faces, the base connector-to-beam face 30, is screwed to each of the staircase beams 28.
- the other face of the flat bar, which is the base connector-to-floor face 31 has at least one base connector-to-floor hole 32 whereby the staircase 22 is attached to the floor by an expansion anchor.
- the landing steps 33 made of a resistant material are attached by screws to the holes of both staircase beams 28.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Floor Finish (AREA)
- Ladders (AREA)
- Joining Of Building Structures In Genera (AREA)
- Steps, Ramps, And Handrails (AREA)
Description
- The present invention relates to a mezzanine floor provided with an extension system in all its components, allowing its installation in any suitable place as well as changing location, the same structure being able to be adapted to other architectural spaces without needing to perform masonry works or changes in the structure.
- The application field thereof is within the auxiliary components industry for construction and specifically in the auxiliary industry for mezzanine floors.
- Effective developments specifically dedicated to the function in question, giving rise to a system that is easy to install, with low costs and technically considerable results take precedence in this technical sector. The features of the system presented in this invention are perfectly adapted to this concept, providing the state of the art with an embodiment that is novel, simple, and of a highly economical production cost.
- Some models in this industrial sector which do not provide the state of the art with the novel features proposed by the present invention are known. The state of the art provides fixed mezzanine floors, custom-made according to the details of the location in which it is to be installed and another type of modular mezzanine floors consisting of fixed modules having preconceived sizes and which must be adapted to the location at the time of installation.
- With respect to the novelty provided by the present invention, the known mezzanine floors have the following drawbacks: They can not be reused for other locations, for this reason in the event of moving to another place the installed mezzanine floor must be disregarded and a new one installed. Specialized staff is necessary for installing the known mezzanine floors. The transportation cost of these conventional mezzanine floors is greater than that proposed by the present invention, since it involves the use of trucks long enough to accommodate the components which have to have fixed measurements. More time needs to be dedicated to its installation. As they are made up of modules secured to one another, the modular mezzanine floors have firmness less than those proposed by the present invention. They are less versatile. Their installation is complicated. They are accompanied by masonry works.
- Sending an operator to take measurements of the location where the mezzanine floor must be located implies the resulting economic cost. The manufacturing of these conventional mezzanine floors, due to the fact that it is necessary to produce them by units, is considerably more costly than those proposed by this invention. For the same reason an adequate stock cannot be kept, involving an increase in the service time.
-
WO 03/091514 A1 - The present invention relates to a mezzanine floor comprising a floor surface extended on beams supported by posts as defined in appended
claim 1. - According to the invention, the mezzanine floor comprises at least four posts, at least two beams and at least two joists.
- With respect to the drawbacks described above, the present invention provides novel, simple and easy to execute solutions to the state of the art, resulting in the following advantages:
They can be reused for other locations, disregarding the installed mezzanine floor and installing a new one in the event of moving to another place not being necessary. Specialized staff is not necessary for installing the mezzanine floor proposed by the present invention. The transportation cost is lower than that of those conventional mezzanine floors since the use of large vehicles is not necessary. The time dedicated to its installation is considerably lower. The mezzanine floor proposed by the present invention is firmer than that of the modular mezzanine floors. It is more versatile. Its installation is not complicated. It is not accompanied by masonry works. The deployment of an operator for taking measurements of the location where the mezzanine floor must be located is not necessary with the resulting economic savings. The manufacturing has a lower cost since it is able to be manufactured in series, because the measurements of its components are always the same. For the same reason an adequate stock can be kept, involving a savings in the service time. - All these combined elements give rise to a final result in which significant differentiating features are provided with respect to the current state of the art.
- Thus the invention is made up of four posts made of steel or of a material with the same characteristics formed by telescopic tubes. A metal flat bar, which can be circular or another shape, with openings for securing it to the floor by means of screws, is preferably welded in an off-centered manner at the base of the lower tube, the largest area being oriented toward the inside of the structure and thus preventing the post from being too far away from the wall. The two tubes forming the post have coinciding holes which by means of a pin control the height of the structure. At the upper end of the post there is a capital, which can be made of the same material, formed by a flat bar bent essentially at a right angle, one of its sides welded to the post and the other side attached by means of screws to a beam described below. The flat bar bent essentially at a right angle which forms the capital has on the side welded to the post a reinforcing flat bar welded to the post and to the capital.
- A beam made of steel or another resistant material the cross-section of which is rectangular-shaped is integrally attached by means of screws to the capital. One of the longer sides of the rectangle, outlining the section of the beam, has an aperture along the entire length of the beam large enough for housing a connector, formed by a plate which can be made of the same material as the previous components, bent essentially at a right angle. One of the sides of the connector is coupled by means of screws inside the rectangle formed by the beam, the other side of the connector is coupled in the same manner inside a joist, similar to the beam although having smaller size. On the side of the beam opposite to the side which is cut along its entire length, there are holes coinciding with the holes of the capital and of the connector, further having other larger holes acting as cable ducts.
- The beams and joists are made up of two parts telescopically inserted into one another which, fixed by means of through bolts through their holes, will determine the width and depth of the mezzanine floor. Each beam is attached at its ends to a post, a beam and two posts forming an assembly and the mezzanine floor is formed by two assemblies, one front assembly and another back assembly, attached by means of the joists which in turn support the level floor, formed by sheets made of a hard material, screwed to the joists. The final floor is placed on this level floor according to the intended use of the mezzanine floor.
- On the most convenient side of the structure there is a staircase made up of two stringers formed by extendable beams provided at their upper ends with a connector, formed by a plate bent two times at right angles, attached by means of screws, one side attached to the stringers and the other two sides attached to a beam or joist and to the level floor. The lower end of the beams forming the staircase incorporates other anchors formed by a flat bar bent at the suitable angle depending on the inclination of the staircase.
- The landing steps made of a resistant material are attached by screws to the holes of both beams.
- A different embodiment is manufactured with another type of material with sufficient resistance and rigidity to support the design load.
- Another different embodiment is made up of more than four posts.
- Another different embodiment incorporates polygonal-shaped posts or posts of another shape.
- The base flat bar located at the lower end of the post is either polygonal-shaped or another shape.
- The reinforcing flat bar of the capital located at the end upper of the post is either polygonal-shaped or another shape.
- For illustrative purposes and not forming part of the invention, the section of the beams and joists are sigma-shaped, zeta-shaped, omega-shaped, u-shaped or the like.
- Another different embodiment is made up of beams and joists of square-shaped section.
- In other different form the mezzanine floor incorporates a side bar located on the upper portion.
- The staircase has a side bar.
- In another different embodiment, the staircase can be moved upwards, having the rotation shaft in its upper portion.
- Alternatively the staircase is concealed under the beams of the mezzanine floor moving it horizontally towards the inside of the latter.
- Without distinction, the staircase is secured by means of a leg which hangs from the lower portion of the staircase on one of its sides such that there is free passage below it.
- In a different manner the staircase pivots toward one side having the rotation shaft in one of its stringers or in the support beam of the landing steps and the collapsible handrailings.
- In another different embodiment the staircase is located inside the mezzanine floor, between two joists, opening up a hole on the floor of the upper floor for access.
- To better understand this specification drawings describing a preferred embodiment of the invention by way of non-limiting example are attached :
-
Figure 1 - View of the assembly -
Figure 2 - Post -
Figure 3 - Capital -
Figure 4 - Beam -
Figure 5 - Joist-to-beam connector -
Figure 6 - Staircase -
Figure 7 - Staircase-to-mezzanine floor connector -
Figure 8 - Staircase base flat bar - In said figures the following numbered elements are highlighted:
- 1.- Post
- 2.- Upper post part
- 3.- Lower post part
- 4.- Post base flat bar
- 5.- Lower part holes
- 6.- Upper part holes
- 7.- Capital
- 8.- Capital face welded to the post
- 9.- Beam securing face
- 10.- Capital holes
- 11.- Reinforcing flat bar
- 12.- Beam
- 13.- Longitudinal beam section
- 14.- Beam-to-joist connector
- 15.- Beam holes
- 16.- Beam parts
- 17.- Joist
- 18.- Joist-to-beam face
- 19.- Beam-to-joist holes
- 20.- Connector face attached to the joist
- 21.- Level floor
- 22.- Staircase
- 23.- Staircase connector
- 24.- Slide holes
- 25.- Staircase connector flat bar
- 26.- Staircase securing flat bar
- 27.- Welded flat bar holes
- 28.- Staircase beams
- 29.- Staircase base connector
- 30.- Base connector-to-beam face
- 31.- Base connector-to-floor face
- 32.- Base connector-to-floor hole
- 33.- Landing steps
- 34.- Pin
- A preferred embodiment of the invention is made up of four steel cylindrical posts 1 formed by two parts,
upper post part 2 andlower post part 3, one fitted inside another, one located at theupper portion 2 and having a smaller diameter, which is slid inside the other 3 located at the lower portion and having a greater diameter, with the sufficient tolerance for allowing the sliding thereof. Thelower post part 3 has at one end a round post baseflat bar 4 made of the same material, with several holes, welded to the post in an off-centered manner. Thelower post part 3 has at least two lower post part holes 5 at the same level facing one another located at the other end in which the post baseflat bar 4 described above is located. Theupper post part 2 having diameter smaller than that of the part post lower 3, has along its entire length and spaced from one another upper post part holes 6 similar to that of thelower post part 3. The height of the mezzanine floor is obtained by attaching the holes of thelower post part 3 with holes made in theupper post part 2 with apin 34. At the upper end of theupper post part 2 having smaller diameter there is located acapital 7 made of the same material, formed by a flat bar bent at a right angle such that it has two faces vertical to one another, a capital face welded to thepost 8 having width equal to theupper post part 2, is welded to the latter, the other beam securing face 9 having width equal to thebeam 12, described below, hascapital holes 10 coinciding with others made in thebeam 12. On the outer part of this same beam securing face 9 there is at least one arc-shaped reinforcingflat bar 11, the flat part of which is jointly welded to thecapital 7 and to theupper post part 2. - A rectangular-shaped
beam 12 made of the same material as the previous components with a longitudinal beam section 13 on one of the longer sides of the rectangle made along its entire length with sufficient amplitude for housing a beam-to-joist connector 14 described below is attached to the already describedcapital 7 by means of screws. On the face opposite this longitudinal beam section 13 there arebeam holes 15 along the entire length of thebeam 12 coinciding with the capital holes 10. - These
beams 12, like theposts 1, are made up of twobeam parts 16 inserted into one another, with sufficient tolerance for allowing their sliding and which, fixed by means of through bolts through theirholes 15, will determine the width and depth of the mezzanine floor. - A
joist 17 of the same shape, material and composition as thebeams 12, of the same length and somewhat having smaller cross-section, the extensibility of which controls the depth of the structure, is attached by means of screws to the aforementioned beam-to-joist connector 14 which is described below. Incorporated at each of its ends is a beam-to-joist connector 14 formed by a flat bar made of the same material as the previous components, bent at a right angle, two faces being perpendicular to one another. One of these faces, which is the joist-to-beam face 18 has the dimension sufficient to be coupled inside the rectangle formed by the beam and with the necessary beam-to-joist holes 19, coinciding with those made in thebeam 12 and attached to the latter by screws. The other face, the connector face attached to thejoist 20, has the measurements necessary to be coupled in the same manner as the above at the end of thejoist 17. Each of its ends is coupled to thecorresponding beam 12 by means of the beam-to-joist connector 14 described above,sufficient joists 17 being arranged along the entire length of thebeams 12 for supporting the weight for which the structure is intended. - Each
beam 12 is attached at its ends to apost 1, abeam 12 and twoposts 1 forming an assembly and the mezzanine floor is formed by two assemblies, one front assembly and another back assembly attached by means of thejoists 17 which in turn support thelevel floor 21, formed by sheets made of a hard material, screwed to thejoists 17. The final floor is placed on thislevel floor 21 according to the intended use of the mezzanine floor. - On the most convenient side of the structure there is a
staircase 22 formed by two extendable staircase beams 28 provided at their upper ends with astaircase connector 23, formed by a staircase securingflat bar 26 bent at a right angle, in which each of its faces it incorporates aslide hole 24 which is screwed to abeam 12 orjoist 17 using the holes provided thereon and to thelevel floor 21. Another staircase connectorflat bar 25 is incorporated to this flat bar and welded to the edge of one of its faces in the vertical direction, forming an angle greater than 90° with the previous one and determining the inclination of thestaircase 22, this staircase connectorflat bar 25 has welded flat bar holes 27 coinciding with the holes of the staircase beams 28 supporting and forming thestaircase 22 to which they are secured by means of screws. The other end of the staircase beams 28 forming thestaircase 22 incorporatestaircase base connectors 29 formed by a flat bar bent at a right angle in which one of its faces, the base connector-to-beam face 30, is screwed to each of the staircase beams 28. The other face of the flat bar, which is the base connector-to-floor face 31, has at least one base connector-to-floor hole 32 whereby thestaircase 22 is attached to the floor by an expansion anchor. - The landing steps 33 made of a resistant material are attached by screws to the holes of both staircase beams 28.
Claims (11)
- A mezzanine floor comprising a floor surface extended on beams supported by posts,
wherein at least one post (1) is made up of an upper post part (2) and a lower post part (3) telescopically inserted into one another,
wherein the lower post part (3) has at least two lower part holes (5) and the upper post part (2) has at least two upper part holes (6) located such that they coincide to attach both parts (2, 3) by means of a pin (34);
at least one beam (12) made up of beam parts (16) telescopically inserted into one another and having beam holes (15) coinciding in both parts for their attachment;
and the post (1) has a capital (7) at its upper end,
the capital has a beam securing face (9) which has capital holes (10) coinciding with the beam holes (15) for attaching the beam (12) to the post (1),
wherein the mezzanine floor further comprises at least two assemblies each formed by two of said posts (1) attached by means of the beam (12) secured by means of the capital (7), said assemblies are attached to one another by means of a joist (17) made up of parts telescopically inserted into one another and having holes coinciding in both parts for their attachment;
wherein said beams (12) and said joist (17) have a cross-section which is rectangular-shaped, wherein one of the longer sides of the rectangle has an aperture along the entire length of the beam, respectively joist, large enough for housing a beam-to-joist connector (14),
said joist (17) incorporates at each of its ends a beam-to-joist connector (14) having a joist-to-beam face (18) and a connector face (20),
wherein the joist-to-beam face (18) is attached to the beam (12) inside the aperture of the rectangle formed by the beam (12) by means of screws with the corresponding beam-to-joist holes (19) in said joist-to-beam face (18) coinciding with the beam holes (15) and the connector face (20) is attached to the joist (17) inside the aperture of the rectangle formed by the joist by means of screws with the corresponding beam-to-joist holes (19) in said connector face (20) coinciding with the joist holes (17) for attaching said assemblies . - The mezzanine floor according to claim 1, characterized in that said assemblies attached by means of the joists (17) support the level floor (21).
- The mezzanine floor according to any of the preceding claims, characterized in that the capital (7) has at least one reinforcing flat bar (11) in its beam securing face (9) .
- The mezzanine floor according to any of the preceding claims, characterized in that the lower post part (3) has at one end a post base flat bar (4) with holes for its attachment to the floor.
- The mezzanine floor according to claim 4, characterized in that the post base flat bar (4) is attached to the post (1) in an off-centered manner, the largest area being oriented toward the inside of the structure.
- The mezzanine floor according to any of the preceding claims, characterized in that the upper post part (2) and the lower post part (3) are made of a resistant steel material and are cylindrical-shaped, polygonal-shaped or the like.
- The mezzanine floor according to any of the preceding claims, characterized in that the beam (12) or the joist (17) are made of a resistant steel material.
- The mezzanine floor according to any of the preceding claims, characterized in that it comprises a staircase (22) formed by the staircase beams (28), each staircase beam (28) is made up of parts telescopically inserted into one another having holes coinciding in both parts for their attachment, said staircase incorporates steps (33) attached to the staircase beams (28) by means of their holes.
- The mezzanine floor according to claim 8, characterized in that the staircase beams (28) have a staircase connector (23) at their upper ends.
- The mezzanine floor according to claim 9, characterized in that the staircase connector (23) is formed by a staircase securing flat bar (26) adapted to the shape of the beam (12) or joist (17) and having in each of its faces a slide hole (24) for its attachment to the beam (12) or joist (17), said staircase connector (23) incorporates a staircase connector flat bar (25) having flat bar holes (27) coinciding with the holes of the staircase beams (28) for attaching the staircase (22) to the mezzanine floor.
- The mezzanine floor according to claims 8 to 10, characterized in that the staircase beam (28) incorporates a staircase base connector (29), formed by a base connector-to-beam face (30) having holes coinciding with the holes of the staircase beam (28) for securing it, and by a connector-to-floor face (31) having at least one base connector-to-floor hole (32) for attaching the staircase (22) to the floor.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES200901273A ES2358942B1 (en) | 2009-05-22 | 2009-05-22 | ADJUSTABLE ENTREPLANTA. |
PCT/ES2010/000218 WO2010133728A1 (en) | 2009-05-22 | 2010-05-19 | Adjustable mezzanine floor |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2434073A1 EP2434073A1 (en) | 2012-03-28 |
EP2434073A4 EP2434073A4 (en) | 2015-03-11 |
EP2434073B1 true EP2434073B1 (en) | 2021-08-11 |
Family
ID=43125777
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10777397.0A Active EP2434073B1 (en) | 2009-05-22 | 2010-05-19 | Adjustable mezzanine floor |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP2434073B1 (en) |
CN (1) | CN102439247B (en) |
ES (2) | ES2358942B1 (en) |
PT (1) | PT2434073T (en) |
WO (1) | WO2010133728A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2023187467A1 (en) * | 2022-03-31 | 2023-10-05 | Kirk Davis | Modular decking system |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2511538A1 (en) * | 2011-04-11 | 2012-10-17 | Amec System GmbH | Modular system for machine, special purpose machine and assembly construction |
EP2977522A3 (en) * | 2014-07-21 | 2016-03-23 | Michela Zenatti | Aseismic loft |
CN104389367B (en) * | 2014-11-20 | 2017-07-18 | 北京凯必盛自动门技术有限公司 | A kind of drive device of liftable floor |
CN112112280B (en) * | 2020-07-30 | 2021-11-19 | 上海精典规划建筑设计有限公司 | Steel structure support frame |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5188479A (en) * | 1992-04-30 | 1993-02-23 | Unistrut International Corp. | Tubular framing system |
US5459967A (en) * | 1994-02-10 | 1995-10-24 | Bodtker; Carl E. | Adjustable support structure |
WO2003091514A1 (en) * | 2002-04-25 | 2003-11-06 | Stein Hofstad | Module based building system |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2233055A (en) * | 1939-05-04 | 1941-02-25 | Frank M Kennedy | Automobile parking device |
FR1381954A (en) * | 1964-02-08 | 1964-12-14 | Betonbau Gmbh | Connection device between beam elements for buildings |
GB2014686A (en) * | 1977-11-16 | 1979-08-30 | Wilson A H | Joints for Metal Building Frameworks |
TW253924B (en) * | 1994-09-14 | 1995-08-11 | Nippon Kotetsu Kokusai Kk | Elevatable work facility |
US6749041B1 (en) * | 2002-12-23 | 2004-06-15 | Larry S. Hutchings | Joist scaffold unit |
DE202005020270U1 (en) * | 2005-12-23 | 2007-05-10 | Klaus Multiparking Gmbh | Torsion shaft for motor vehicle parking device, has two gears whereby two gears are so connected to torsion shaft, for torque transmission, that they can be assembled in individual parts |
DE202006001406U1 (en) * | 2006-01-30 | 2006-04-06 | Maha Maschinenbau Haldenwang Gmbh & Co. Kg | Parking platform for motor vehicles |
CN2927943Y (en) * | 2006-06-17 | 2007-08-01 | 毛光海 | Folding top plate support frame |
-
2009
- 2009-05-22 ES ES200901273A patent/ES2358942B1/en active Active
-
2010
- 2010-05-19 ES ES10777397T patent/ES2894345T3/en active Active
- 2010-05-19 CN CN201080022436.0A patent/CN102439247B/en active Active
- 2010-05-19 WO PCT/ES2010/000218 patent/WO2010133728A1/en active Application Filing
- 2010-05-19 PT PT107773970T patent/PT2434073T/en unknown
- 2010-05-19 EP EP10777397.0A patent/EP2434073B1/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5188479A (en) * | 1992-04-30 | 1993-02-23 | Unistrut International Corp. | Tubular framing system |
US5459967A (en) * | 1994-02-10 | 1995-10-24 | Bodtker; Carl E. | Adjustable support structure |
WO2003091514A1 (en) * | 2002-04-25 | 2003-11-06 | Stein Hofstad | Module based building system |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2023187467A1 (en) * | 2022-03-31 | 2023-10-05 | Kirk Davis | Modular decking system |
Also Published As
Publication number | Publication date |
---|---|
ES2358942A1 (en) | 2011-05-17 |
ES2358942B1 (en) | 2012-05-25 |
ES2894345T3 (en) | 2022-02-14 |
PT2434073T (en) | 2021-10-21 |
CN102439247A (en) | 2012-05-02 |
WO2010133728A1 (en) | 2010-11-25 |
CN102439247B (en) | 2014-04-23 |
EP2434073A4 (en) | 2015-03-11 |
EP2434073A1 (en) | 2012-03-28 |
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