EP3173542B1 - Lightening filling body for concrete floor and ceiling slabs - Google Patents

Lightening filling body for concrete floor and ceiling slabs Download PDF

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Publication number
EP3173542B1
EP3173542B1 EP15825427.6A EP15825427A EP3173542B1 EP 3173542 B1 EP3173542 B1 EP 3173542B1 EP 15825427 A EP15825427 A EP 15825427A EP 3173542 B1 EP3173542 B1 EP 3173542B1
Authority
EP
European Patent Office
Prior art keywords
filling body
lightening
concrete floor
ceiling slabs
support ribs
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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Application number
EP15825427.6A
Other languages
German (de)
French (fr)
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EP3173542A1 (en
EP3173542A4 (en
Inventor
Jorge Cases Aparicio
Juan Adolfo Rausell Donderis
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.)
Cuerpos Huecos Estructurales Sl
Original Assignee
Cuerpos Huecos Estructurales SL
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
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Priority claimed from PCT/ES2015/070227 external-priority patent/WO2016012639A1/en
Publication of EP3173542A1 publication Critical patent/EP3173542A1/en
Publication of EP3173542A4 publication Critical patent/EP3173542A4/en
Application granted granted Critical
Publication of EP3173542B1 publication Critical patent/EP3173542B1/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/326Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
    • E04B5/328Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements the filling elements being spherical

Definitions

  • This invention refers to a filling body, according to the preamble of claim 1, used for occupying the space not subjected to tension in a concrete slab reinforced with metal meshes or rods (for example for a ceiling or floor deck) provided with a set of spacing ribs on which the rods rest.
  • a filling body used for occupying the space not subjected to tension in a concrete slab reinforced with metal meshes or rods (for example for a ceiling or floor deck) provided with a set of spacing ribs on which the rods rest.
  • This is made up of a single body or two halves, generally identical to each other, able to be joined on site or before being transported to the place where these are to be placed; it also comprises a set of reinforcement ribs for the surface of the body to prevent it from deforming.
  • ES2192454 which defines a caisson with a hollow body and a flat base, and means for joining these.
  • ES 1071113 U describes a polystyrene filling as a means for lightening slabs.
  • ES 1069999 describes a part applicable to lightening concrete slabs, built in two halves that can be assembled together, which is able to be joined with other similar pieces along the surface of a slab, this part being made up of essentially square section bodies with tabs at each of the angles, separated from each other by means of intermediate furrows and in which the reinforcement is placed above and below the whole part on vertical plates arranged in diagonal directions of the square.
  • This piece involves different disadvantages, and in particular the tensions in the directions other than the main ones may not be properly supported, through being a square-section piece. There is furthermore no lightening in the upper and lower parts at the level of the reinforcements, for which reason the cost in concrete will be greater without this meaning any advantage as regards the strength of the slab.
  • assembling the halves requires one of four precise assembly positions, as the square shape of the body has a quaternary axis of symmetry.
  • EP2474677 describes a disk for lightening weight which is formed of an oblate spheroidal body, with a central crown on the upper and lower sides, in which said central crown has divisions along its length.
  • the crown laterally defines the support positions of the metal reinforcement.
  • the support of the reinforcement nevertheless rests directly on the surface of the spheroidal body, which means that the covering of the concrete-reinforcement assembly is significantly reduced in the support zone in the disk, jeopardising its durability and strength.
  • the patent US 2012/311959 A1 Diedzik Georg et al. Discloses a lightening element formed by two preferably symmetrical bodies generated by assembling them on their open faces, has different ribs on their concave faces to stiffen the assembly as well as having clips with those that are retained rods that keep the lightening elements distributed on the floor that is to be built, the structural reinforcement rests on these rods, thus differing from the technical solution recommended.
  • This invention proposes a lightening device, according to claim 1, for concrete slabs with a spheroidal shape and an element positioning the reinforcement, which is made in two identical halves which allow this to be assembled in practically any angular position or in a single piece, and which has ribs emerging from the positioning element which define a support for the reinforcement so that the concrete surrounds the rods appropriately without forfeiting any strength and durability.
  • this defines a hollow body after being assembled.
  • the filling and lightening body of the invention is provided with the following elements:
  • the ceiling or floor slab is assembled by placing the lower mesh and the lightening devices of the invention, at regular distances, in the gaps formed by its longitudinal and transversal rods, to form a matrix of rows and columns, also defining longitudinal and transversal spaces between them which will form the corresponding beams.
  • the reinforcement rests on the support ribs.
  • the central concavity is filled with concrete so that after the floor or ceiling slab has been made this has a continuous support in that zone over the entire surface area of said concavity.
  • This invention is described as a filling body (1), which has a spheroidal shape, normally with a substantially vertical (cylindrical) lateral portion, and a substantially horizontal upper portion, which is made up of two half-bodies (2), made by injection or blow-moulding of plastic material.
  • the two half-bodies are preferably identical to each other and comprise means for joining one half-body to the other.
  • Said joining means are evenly distributed at regular or irregular angular distances, and can alternate male elements with female elements, so that one half body can be joined to the other (2) in one of many relative angular positions.
  • the means for joining the half-bodies (2) can be:
  • the upper surface (or lower surface, in the opposite half-body) of the half-body (2) is provided with a positioning element.
  • a positioning element (5) in an annular or crown shape with a continuous height is placed in the horizontal portion of the lightening body (1), around the axis of symmetry in the upper (or lower) spheroidal cap.
  • the annular crown leaves a substantially cylindrical hollow inside it which will be filled in with the concrete when this is poured into the corresponding formwork.
  • the positioning element (6) is formed of a set of wedges (8), whose vertex is angled towards the axis of symmetry. These wedges have a concavity (7) with progressive depth until this blends with the surface in the zone close to the axis of symmetry.
  • the curve of this concavity has the advantage of representing a strong support for the concrete, stronger towards the centre and less towards the periphery, and is reinforced by the spaces found between each pair of wedges (8).
  • a set of support ribs (3) in a radial position which are placed in a super-elevated position in respect of the surface of the filling body (1).
  • said ribs consist of two plates formed on the surface of said filling body (1); (31) is used to indicate the section according to said first option.
  • the ribs are formed by the deformation of the surface of said filling body (1) in an angular shape.
  • the ribs have at least one substantially horizontal portion, whose upper edge is aligned with the base of the positioning element (5, 6), so that said positioning element (5,6) rises up in respect of the height of said support ribs (3).
  • a set of strengthening ribs (4) is used. These ribs, like the support ribs (3) can be made by forming a plate on the (interior or exterior) surface of the filling body (1), or by deformation of the surface of said filling body (1).
  • the strengthening ribs (4) can be defined as a continuation of the support ribs (3) and/or independently from these.
  • a positioning element is defined with a super-elevated portion (33) of the support ribs (3) in the part of these closest to the centre.
  • the structural rods will rest on the support ribs (3) set at a certain distance from the hollow body, which will allow these to be totally covered with concrete, and at the same time it will be the rib itself which will determine by means of its over-elevated portion (33) the limit or position that said rod will have to take prior to pouring the concrete. All of this also allows a flow of the mass of concrete also in the central parts of the hollow bodies.
  • the support ribs obviously also have a strengthening function.
  • the number of radial ribs is not under eight nor over twenty-four, variable depending on their length, with an optimum number of sixteen.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Bridges Or Land Bridges (AREA)

Description

  • This invention refers to a filling body, according to the preamble of claim 1, used for occupying the space not subjected to tension in a concrete slab reinforced with metal meshes or rods (for example for a ceiling or floor deck) provided with a set of spacing ribs on which the rods rest. This is made up of a single body or two halves, generally identical to each other, able to be joined on site or before being transported to the place where these are to be placed; it also comprises a set of reinforcement ribs for the surface of the body to prevent it from deforming.
  • State of the art
  • Different devices for lightening slabs made up of caissons which are integrated in the slab are known of. One example of this is ES2192454 , which defines a caisson with a hollow body and a flat base, and means for joining these.
  • ES 1071113 U describes a polystyrene filling as a means for lightening slabs.
  • This type of filling nevertheless has a problem in its manufacturing and storage, since a large volume of storage and transport is required due to its light weight. ES1067600 describes a caisson for slabs which, similar to the previous one, also comprises legs for spacing this from the floor.
  • ES 2089947 also describes the construction of slabs with strengthening concrete elements lightened by means of expanded polystyrene blocks.
  • ES 1069999 describes a part applicable to lightening concrete slabs, built in two halves that can be assembled together, which is able to be joined with other similar pieces along the surface of a slab, this part being made up of essentially square section bodies with tabs at each of the angles, separated from each other by means of intermediate furrows and in which the reinforcement is placed above and below the whole part on vertical plates arranged in diagonal directions of the square. This piece involves different disadvantages, and in particular the tensions in the directions other than the main ones may not be properly supported, through being a square-section piece. There is furthermore no lightening in the upper and lower parts at the level of the reinforcements, for which reason the cost in concrete will be greater without this meaning any advantage as regards the strength of the slab.
  • Apart from this, assembling the halves requires one of four precise assembly positions, as the square shape of the body has a quaternary axis of symmetry.
  • EP2474677 describes a disk for lightening weight which is formed of an oblate spheroidal body, with a central crown on the upper and lower sides, in which said central crown has divisions along its length. The crown laterally defines the support positions of the metal reinforcement. The support of the reinforcement nevertheless rests directly on the surface of the spheroidal body, which means that the covering of the concrete-reinforcement assembly is significantly reduced in the support zone in the disk, jeopardising its durability and strength.
  • The patent US 2012/311959 A1 Diedzik Georg et al. Discloses a lightening element formed by two preferably symmetrical bodies generated by assembling them on their open faces, has different ribs on their concave faces to stiffen the assembly as well as having clips with those that are retained rods that keep the lightening elements distributed on the floor that is to be built, the structural reinforcement rests on these rods, thus differing from the technical solution recommended.
  • The patent of invention and procedure EP 2 474 677 A2 of the applicant Levinton Ricardo Horacio et al. Collects a lightening element with a raised crown used to be placed inside a steel mesh, this concept limits its use to fixed distribution patterns, not present elevators for the reinforcements of the slab differing from the invention object of this report.
  • Finally, the Korean patent KR 100 875 698 B1 of the applicant Banseok Base Co LTD describes a lightening system comprising a lower wire mesh and an upper wire mesh for the placement of the bodies as an adjustment measure of these and on which the armor rests again.
  • Therefore, lightening elements for concrete slabs such as the one recommended are not known.
  • Document US2012/311959 A1 discloses a lightening filling body according to the preamble of claim 1.
  • Description of the invention
  • This invention proposes a lightening device, according to claim 1, for concrete slabs with a spheroidal shape and an element positioning the reinforcement, which is made in two identical halves which allow this to be assembled in practically any angular position or in a single piece, and which has ribs emerging from the positioning element which define a support for the reinforcement so that the concrete surrounds the rods appropriately without forfeiting any strength and durability. When these are two halves, this defines a hollow body after being assembled.
  • In a more detailed fashion, the filling and lightening body of the invention is provided with the following elements:
    • A single body made by blow-moulding, or a pair of spheroidal half-bodies normally made by injection; the bodies of this pair of items will normally be identical.
    • Means for joining the spheroidal bodies together in different angular positions, when the product is made in two half-bodies; this joining means could be of the mortise and tenon type, bayonet type or any joining means suitable for the purpose proposed;
    • A set of external ribs for supporting the reinforcement; these external ribs for supporting the reinforcement are elements emerging perpendicularly from the surface of the spheroidal body or consist of a fold or deformation of said surface;
    • A set of strengthening ribs of the spheroidal body; said ribs can be interior, exterior or have an interior portion and an exterior portion; when placed on the inside, some of these ribs could be an extension of the support ribs;
    • Upper and lower elements for positioning the reinforcements according to the characterizing portion of claim 1; according to one option these elements consist of upper and lower caps emerging from the spheroidal body; according to one option the caps have a concave spheroidal shape; according to another independent option compatible with the previous one, the caps are made up of a set of portions in the form of a circular sector, specifically four circular sectors; according to another option these elements consist of two continuous circular crowns; the positioning elements may also be formed of an extension of the ribs, for example by means of super-elevation of the end closest to the centre of the respective upper and lower portions of the filling body, understanding that said ribs could even extend beyond said super-elevation for aesthetic and/or construction reasons.
  • The ceiling or floor slab is assembled by placing the lower mesh and the lightening devices of the invention, at regular distances, in the gaps formed by its longitudinal and transversal rods, to form a matrix of rows and columns, also defining longitudinal and transversal spaces between them which will form the corresponding beams. The reinforcement rests on the support ribs. The central concavity is filled with concrete so that after the floor or ceiling slab has been made this has a continuous support in that zone over the entire surface area of said concavity.
  • Brief description of the drawings
  • In order to illustrate the following explanation we are enclosing seven sheets of drawings with this descriptive report, in which the essence of this invention is represented in fourteen figures as an example, and in which:
  • Figure 1
    shows an upper view of a filling and lightening body according to a first embodiment of this invention;
    Figure 2
    shows a lateral view of the filling body of Figure 1;
    Figure 3
    shows an upper view of a filling and lightening body according to a second embodiment of this invention;
    Figure 4
    shows a cross-section view of the filling body of Figure 3;
    Figure 5
    shows a lateral view of the filling body of Figures 3 and 4;
    Figure 6
    shows a lateral view of the filling body of Figures 3 to 5, but turned though a certain angle in respect of the one seen in Figure 5;
    Figure 7
    shows a detail of a cross-section of the filling body at one of the support ribs;
    Figure 8
    shows a detail of a cross-section of the filling body at one of the support ribs according to a first embodiment option;
    Figure 9
    shows a detail of a cross-section of the filling body at one of the support ribs according to a second embodiment option;
    Figure 10
    shows a perspective view of the filling body according to a first form of embodiment, according to Figures 1 and 2;
    Figure 11
    shows a perspective view of the filling body according to a second form of embodiment, according to Figures 3 to 6,
    Figure 12
    shows an upper view of the filling and lightening body according to a third form of embodiment in which the support ribs form a super-elevation in a central portion;
    Figure 13
    shows a side view of the filling body in the form of embodiment of Figure 12; and
    Figure 14
    shows a perspective view of the filling body according to the third form of embodiment of Figures 12 and 13.
  • The following reference numbers can be observed in these figures:
  • 1
    filling body
    2
    each of the two half-bodies of the filling body
    3
    support ribs
    4
    strengthening ribs
    5
    positioning element, according to a first embodiment, in the shape of a continuous crown
    6
    positioning element, according to a second embodiment, in the shape of circular sectors (portions in an essentially triangular shape, like cheese cut into wedges)
    7
    concavity of the positioning element
    8
    wedge, i.e. portion of the positioning element in a wedge-shape
    31
    solid section of the support ribs
    32
    angular section of the support ribs through deformation of the surface of the filling body
    33
    over-elevated portion of the support ribs
    Detailed description of the forms of embodiment
  • This invention is described as a filling body (1), which has a spheroidal shape, normally with a substantially vertical (cylindrical) lateral portion, and a substantially horizontal upper portion, which is made up of two half-bodies (2), made by injection or blow-moulding of plastic material. The two half-bodies are preferably identical to each other and comprise means for joining one half-body to the other. Said joining means are evenly distributed at regular or irregular angular distances, and can alternate male elements with female elements, so that one half body can be joined to the other (2) in one of many relative angular positions. Without constituting any limitation, the means for joining the half-bodies (2) can be:
    • A mortise and tenon join;
    • Threaded portions;
    • A bayonet closure;
    • Press-fitting.
  • The upper surface (or lower surface, in the opposite half-body) of the half-body (2) is provided with a positioning element. In accordance with a first form of embodiment, a positioning element (5) in an annular or crown shape with a continuous height is placed in the horizontal portion of the lightening body (1), around the axis of symmetry in the upper (or lower) spheroidal cap. In this case, the annular crown leaves a substantially cylindrical hollow inside it which will be filled in with the concrete when this is poured into the corresponding formwork.
  • In accordance with a second form of embodiment the positioning element (6) is formed of a set of wedges (8), whose vertex is angled towards the axis of symmetry. These wedges have a concavity (7) with progressive depth until this blends with the surface in the zone close to the axis of symmetry. The curve of this concavity has the advantage of representing a strong support for the concrete, stronger towards the centre and less towards the periphery, and is reinforced by the spaces found between each pair of wedges (8).
  • According to the invention, on the surface of the filling body, in zones close to the positioning element (5, 6) there is a set of support ribs (3) in a radial position, which are placed in a super-elevated position in respect of the surface of the filling body (1). According to a first option (Figure 8) said ribs consist of two plates formed on the surface of said filling body (1); (31) is used to indicate the section according to said first option. According to a second option, which is shown in Figure 9, and indicated with (32), the ribs are formed by the deformation of the surface of said filling body (1) in an angular shape. The ribs have at least one substantially horizontal portion, whose upper edge is aligned with the base of the positioning element (5, 6), so that said positioning element (5,6) rises up in respect of the height of said support ribs (3).
  • Furthermore, to be able to minimise the amount of mass of the material used for making the filling body (1), a set of strengthening ribs (4) is used. These ribs, like the support ribs (3) can be made by forming a plate on the (interior or exterior) surface of the filling body (1), or by deformation of the surface of said filling body (1).
  • The strengthening ribs (4) can be defined as a continuation of the support ribs (3) and/or independently from these.
  • According to the invention, a positioning element is defined with a super-elevated portion (33) of the support ribs (3) in the part of these closest to the centre.
  • According to the invention, the structural rods will rest on the support ribs (3) set at a certain distance from the hollow body, which will allow these to be totally covered with concrete, and at the same time it will be the rib itself which will determine by means of its over-elevated portion (33) the limit or position that said rod will have to take prior to pouring the concrete. All of this also allows a flow of the mass of concrete also in the central parts of the hollow bodies.
  • The support ribs obviously also have a strengthening function.
  • The number of radial ribs is not under eight nor over twenty-four, variable depending on their length, with an optimum number of sixteen.
  • By using these filling bodies safer, cheaper and/or stronger structures than the ones described in the background can be obtained.

Claims (14)

  1. A lightening filling body for concrete floor and ceiling slabs, this body being made up of a hollow piece which has a general configuration with spheroidal shape, with a perimeter portion and central upper and lower portions, the lightening filling body comprising:
    • a positioning element (5,6) formed in the lower portion;
    • a positioning element (5, 6) formed in the upper portion;
    • a set of spacing support ribs (3) for the metal reinforcements of the slab, which are arranged in a super-elevated position in respect of the surface of the filling body (1);
    the lightening filling body (1) being characterized by also comprising:
    a positioning body (6) formed of a set of super-elevated wedges (33) of the support ribs (3) at the end closest to the centre of the upper and lower portions respectively, of said lightening filling body (1).
  2. A lightening filling body for concrete floor and ceiling slabs, according to claim 1, characterized in that this is made up of two preferably identical half-bodies (2), which are able to be joined together to define, after being assembled, a single hollow filling body (1).
  3. A lightening filling body for concrete floor and ceiling slabs, according to one of claims 1 to 2, characterized in that the perimeter portion has from the side a substantially cylindrical shape, vertical in the usage position, and in that the upper and lower port ions have a substantially flat shape, which is horizontal in the usage position.
  4. A lightening filling body for concrete floor and ceiling slabs, according to one of claims 1 to 2, characterized in that this has a substantially spherical shape.
  5. A lightening filling body for concrete floor and ceiling slabs, according to one of claims 1 to 4, characterised in that the positioning elements (5,6) formed in the upper and lower port ions of the filling body also constitute spacing and centring elements for the structural reinforcements.
  6. A lightening filling body for concrete floor and ceiling slabs, according to any of claims 1 to 5, characterised in that the support ribs (3) are formed as plates emerging from the surface of the filling body (1) placed in radial position, with a solid section(31).
  7. A lightening filling body for concrete floor and ceiling slabs, according to any of claims 1 to 5, characterised in that the support ribs (3) are formed as a deformation of the surface of the filling body (1) and are placed in a radial position, with an angular section (32).
  8. A lightening filling body for concrete floor and ceiling slabs, according to any of claims 6 to 7, characterised in that the support ribs (3) have at least one substantially horizontal portion, whose upper edge is aligned with the base of the positioning element (5,6), so that said positioning element (5,6) emerges in respect of the height of said support ribs (3) .
  9. A lightening filling body for concrete floor and ceiling slabs, according to any of claims 1 to 8, characterised in that the number of radial support ribs (3) is equal or over eight.
  10. A lightening filling body for concrete floor and ceiling slabs, according to claim 9, characterised in that the number of radial support ribs (3) is equal or over twenty-four.
  11. A lightening filling body for concrete floor and ceiling slabs, according to claim 9, characterised in that the number of radial support ribs (3) is sixteen.
  12. A lightening filling body for concrete floor and ceiling slabs, according to any of claims 1 to 11, characterised in that the positioning body (5) is formed of a perimeter crown with continuous height.
  13. A lightening filling body f or concrete floor and ceiling slabs, according to any of claims 1 to 1 1, characterised in that the positioning body (6) is formed of a set of wedges (8) with a circular sector shape.
  14. A lightening filling body for concrete floor and ceiling slabs, according to claim 13, characterised in that the positioning body (6) has a concavity (7), with progressive depth until this blends with the surface in the zone close to the axis of symmetry.
EP15825427.6A 2014-07-25 2015-03-26 Lightening filling body for concrete floor and ceiling slabs Active EP3173542B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES201431042 2014-07-25
PCT/ES2015/070227 WO2016012639A1 (en) 2014-07-25 2015-03-26 Light-weight filling body for concrete slabs and blocks

Publications (3)

Publication Number Publication Date
EP3173542A1 EP3173542A1 (en) 2017-05-31
EP3173542A4 EP3173542A4 (en) 2018-12-26
EP3173542B1 true EP3173542B1 (en) 2021-09-15

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EP15825427.6A Active EP3173542B1 (en) 2014-07-25 2015-03-26 Lightening filling body for concrete floor and ceiling slabs

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EP (1) EP3173542B1 (en)
ES (1) ES2898067T3 (en)
PT (1) PT3173542T (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT201900005770A1 (en) * 2019-04-15 2020-10-15 Ubaldo Turrini LIGHTENING FORMWORK FOR REINFORCED CONCRETE ARTICLES

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100875698B1 (en) * 2008-08-28 2008-12-23 주식회사 반석티비에스 Unit pannel for holllow concrete slab
AR073837A1 (en) * 2009-10-29 2010-12-09 Levinton Ricardo Horacio CONSTRUCTION METHOD FOR MAKING LIGHT STRUCTURES, HOW TO BE Slabs, PRELOSES, PLATES, TABIQUES AND BEAMS, WITH RELIEFING DISCS AND BADS DESIGNED SPECIFICALLY FOR THIS METHOD
EP2336445A1 (en) * 2009-12-21 2011-06-22 Cobiax Technologies AG Half shell element for producing a cavity

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Publication number Publication date
ES2898067T3 (en) 2022-03-03
EP3173542A1 (en) 2017-05-31
PT3173542T (en) 2021-11-11
EP3173542A4 (en) 2018-12-26

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