EP0825307A1 - Concrete wing floor element - Google Patents

Concrete wing floor element Download PDF

Info

Publication number
EP0825307A1
EP0825307A1 EP97202572A EP97202572A EP0825307A1 EP 0825307 A1 EP0825307 A1 EP 0825307A1 EP 97202572 A EP97202572 A EP 97202572A EP 97202572 A EP97202572 A EP 97202572A EP 0825307 A1 EP0825307 A1 EP 0825307A1
Authority
EP
European Patent Office
Prior art keywords
shaped part
wing
floor
wings
floor element
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP97202572A
Other languages
German (de)
French (fr)
Other versions
EP0825307B1 (en
Inventor
Hermanus Johannes Maria Stroeve
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.)
BETON SON BV
Original Assignee
BETON SON BV
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 BETON SON BV filed Critical BETON SON BV
Publication of EP0825307A1 publication Critical patent/EP0825307A1/en
Application granted granted Critical
Publication of EP0825307B1 publication Critical patent/EP0825307B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E04B5/043—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement having elongated hollow cores
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element

Definitions

  • This floor element consists of a relatively thin and consequently not cantilever floor slab having longitudinal and transverse reinforcement and reinforcing elements projecting from the top face.
  • These floor elements are provided as a shuttering floor, on which, subsequently, a layer of concrete including additional reinforcement is poured.
  • the shuttering floor should be propped up.
  • the entire floor has no continuous seams and therefore remains flat, while pipes can be concealed in the floor.
  • Changing the width and/or the incline of the floor elements is relatively simple, and holes, such as for instance a stairwell, can also be provided in the floor in a relatively easy manner.
  • the propping-up operations slow down the building process and the thus composed floor is only passable and capable of carrying a load after the concrete poured in situ has sufficiently hardened.
  • the transverse reinforcement not present in the above discussed hollow-core floor slabs for the reason specified, can in fact be provided in the floor elements according to the invention, because the method for the manufacture thereof has been divided into two steps.
  • a continuous layer is formed with the thickness of the wings, in which layer a reinforcement can be provided, while subsequently, in a second step, the top layer of the beam-shaped part is provided on the bottom layer formed in the first step.
  • Fig. 5 shows a floor element which does not only have longitudinally extending hollow cores 4, but also transversely extending hollow cores 4'. These transverse hollow cores 4' facilitate the provision of continuous pipes on either side of the beam-shaped part 2 of the floor element.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Building Environments (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
  • Panels For Use In Building Construction (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Floor Finish (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

A prefabricated concrete floor element, consisting of a cantilever beam-shaped part (2) provided with longitudinally extending hollow cores (4) and reinforcing wires (5) parallel thereto, which beam-shaped part (2) is on one or both sides provided with (a) laterally projecting wing(s) (3) whose bottom face (11) aligns with the bottom face of the beam-shaped part (2) and whose thickness (d) is considerably less than that (D) of the beam-shaped part (2). The wings (3) and the interposed bottom layer (8) of the beam-shaped part (2) are provided with longitudinal and transverse reinforcing wires (6, 7) and with reinforcing elements (10) that project from the top face (12) of the wing(s) (3) and have their bottom sides connected to the longitudinal and transverse reinforcement (6, 7) of that (those) wing(s) (3).

Description

The invention relates to a prefabricated concrete floor element, at least consisting of a cantilever beam-shaped part, provided with longitudinally extending, hollow cores and reinforcing wires parallel thereto.
Such floor elements are known from practice by the name of "hollow-core slab floors" and are for instance shown in Fig. 1B of EP-B-0.634.966. The maximum width of these hollow floor slabs is 1200 mm, because a greater width requires the provision of transverse reinforcement, which is problematic in the production techniques that are hitherto known.
Apart from great advantages such as the speed of fitting and the instant passableness of the floor elements laid on a supporting construction, the use of "hollow-core slab floors" in the building of houses and public utilities offers the following major drawbacks:
  • the joints or seams between adjoining floor slabs must be closed in one way or another. Without additional measures, this in course of time results in shrinkage cracks.
  • pipes must be fixed on the floor, they can hardly be concealed in the floor, if at all.
  • due to the dimensioning in designs, it is usually not possible to use a limited number of floor slabs that are standardized in respect of width dimension. In terms of production, a width adjustment of hollow floor slabs is difficult to perform. Providing in the floor a substantial hole, such as for instance a stairwell and the like, requires additional constructional measures, such as for instance the use of trimmer irons.
Another type of prefabricated concrete floor element is known from practice by the name of "shuttering floor slab". This floor element consists of a relatively thin and consequently not cantilever floor slab having longitudinal and transverse reinforcement and reinforcing elements projecting from the top face. These floor elements are provided as a shuttering floor, on which, subsequently, a layer of concrete including additional reinforcement is poured. The shuttering floor should be propped up. The entire floor has no continuous seams and therefore remains flat, while pipes can be concealed in the floor. Changing the width and/or the incline of the floor elements is relatively simple, and holes, such as for instance a stairwell, can also be provided in the floor in a relatively easy manner. However, the propping-up operations slow down the building process and the thus composed floor is only passable and capable of carrying a load after the concrete poured in situ has sufficiently hardened.
The object of the invention is to provide a prefabricated floor element which overcomes the drawbacks of the two above-mentioned, known floor elements and combines the advantages thereof. According to the invention, this object is realized by providing a floor element of the above-described type, wherein the beam-shaped part is on at least one side provided with a laterally projecting wing whose bottom face aligns with the bottom face of the beam-shaped part, while the thickness of the wing is considerably less than that of the beam-shaped part, which wing is provided with longitudinal as well as transverse reinforcing wires, of which the transverse reinforcing wires continue into the bottom layer of the beam-shaped part, while the wing is provided with upwardly directed reinforcing elements that project from the top face of the wings and are connected, at the bottom side thereof, to the longitudinal and transverse reinforcement respectively of that wing.
When a floor built up from prefabricated floor elements is being provided, the floor elements are laid with the lateral edges of the wings against one another. Consequently, a channel is formed above these wings, in which channel all types of pipes can be fitted, after which this space is filled up in situ with concrete. Unlike adjoining hollow-core slabs, the top face of the concrete poured in situ can properly connect to the top faces of the adjoining beam-shaped parts of the floor elements. In the case of a small wing width, a transverse reinforcement can possibly be left out, the maximum wing width is then determined by the allowable deflection of the wings. With the wide wings, which are preferably employed and which may have a width of for instance half the width of the beam-shaped part, a longitudinal as well as a transverse reinforcement is necessary. The transverse reinforcement, not present in the above discussed hollow-core floor slabs for the reason specified, can in fact be provided in the floor elements according to the invention, because the method for the manufacture thereof has been divided into two steps. During the first molding operation, a continuous layer is formed with the thickness of the wings, in which layer a reinforcement can be provided, while subsequently, in a second step, the top layer of the beam-shaped part is provided on the bottom layer formed in the first step.
It is observed that FR-A-2,660,952 discloses a prefabricated concrete floor element consisting of a cantilever, beam-shaped part, provided with a longitudinally extending hollow core, which beam-shaped part is on either side provided with laterally projecting wings. This floor element is manufactured by means of a continuous molding process, so that transverse reinforcement is lacking. Hence, the wings have a slight width.
DE-C-816.598 teaches a built-up floor consisting of a relatively thin shuttering floor slab stiffened by means of lattice girders provided on this floor slab. The floor slab must be propped up. Inserted between the lattice girders are loose, hollow shuttering beams, over which, next, concrete is poured.
Finally, DE-A-29.46589 discloses a prefabricated concrete floor element consisting of a cantilever beam-shaped part comprising at least one longitudinally extending hollow core and reinforcing wires parallel thereto or reinforcement grids at the location of the dams of the beam-shaped part. This part has its bottom side provided with laterally projecting wings in which longitudinal as well as transverse reinforcing wires are present, which transverse reinforcing wires continue into the bottom layer of the beam-shaped part.
The hollow cores are partly filled with synthetic displacement bodies serving as shuttering mold during the production of the beam-shaped part. The top layer of the beam-shaped part is formed by a concrete slab that is likewise provided with longitudinal and transverse reinforcement, of which the transverse reinforcing bars project laterally from the beam-shaped part over a length that is approximately equal to the width of the wing. Hence, the open space above this wing is at the top side bounded by a grid of reinforcing bars, which seriously complicates the provision of pipes in that space to be filled up later on. In this known floor element, the width of the wings is slight relative to the width of the beam-shaped part.
Further particulars of the floor element according to the invention are described in the subclaims.
Embodiments of the floor element according to the invention will be specified with reference to the accompanying drawings. In these drawings:
  • Fig. 1 shows a floor element according to a first embodiment;
  • Fig. 2 shows a floor element according to a second embodiment, which, in comparison with the floor element of Fig. 1, has a considerably greater width;
  • Fig. 3 is an isometric drawing of a floor element with a constructional detail according to the invention;
  • Fig. 4 is an example of a floor field built up from floor elements according to the invention, with a stairwell provided therein; and
  • Fig. 5 shows a section taken on the line V-V in Fig. 3.
    • The wing floor element 1, as shown in Fig. 1, consists of centrally located beam-shaped part 2 having wings 3 formed thereon on either side thereof. The width B of the beam-shaped part is for instance 600 mm, while the width b of the wings is 300 mm. Provided in the beam-shaped part 2 are four hollow cores 4 for saving material and weight. In the top part 9 of the beam-shaped part 2, longitudinal reinforcing wires 5 are provided, parallel to the hollow cores 4. The bottom face 11 of the wings 3 aligns with the bottom face of the beam-shaped part 2. The thickness D of the beam-shaped part can for instance be 180-200 mm and the wing thickness d is 50-70 mm. The thickness dimensions D and d depend on the desired degree of fire resistance of the floor element 1, or other requirements in terms of building physics and construction.
    By means of a molding process, in a first step, a layer of concrete is formed having the width of the wing floor element 1 at the location of the wings 3. In this first layer, a longitudinal reinforcement 6 as well as a transverse reinforcement 7 is provided. Then, the top layer 9 of the beam-shaped part 2 is formed on the top face 12 of this first layer. Projecting from the top face 12 of the wings 3 are reinforcing elements 10 for supporting additional reinforcement and taking up possible shearing forces in the concrete to be poured in situ for filling up the space bounded by two abutting wings 3 of adjacent wing floor elements 1 and the upwardly directed lateral sides of the beam-shaped parts 2 of those wing floor elements 1.
    The wing floor element as shown in Fig. 2 differs from the wing floor element according to Fig. 1 in that the width B of the beam-shaped part 2 as well as the width b of the wings 3 has been increased by a factor 2. Accordingly, the number of longitudinally extending hollow cores 4 in the beam-shaped part 2 has been doubled.
    The width b of the wings can readily be adjusted and this width may also be zero, so that only one laterally projecting wing is formed on the beam-shaped part 2. It is also possible to provide the wings 3 with a certain incline in longitudinal direction, if so desired. The length of the wing floor element 1 can be chosen arbitrarily. In principle, the lengths of the beam-shaped part 2 and the wings 3 will be equal. An inclined end face is possible. The top layer 9 of the beam-shaped part 2 can be given a shorter length than the wings, as shown in Fig. 3, in which the wings project in longitudinal direction over a distance R from the end of the beam-shaped part 2, at least on one side thereof. This length difference R is extremely useful with wing floor elements that are used at the location of a hole in the floor, for instance a stairwell, in that this provides the possibility of providing a transversely extending reinforcement that can be incorporated into the concrete to be poured in situ.
    Fig. 4 shows, by way of example, a floor field 20 built up from wing floor elements, of which floor field the dimensions are 8300 x 5330 mm. In the floor, an opening is made for a stairwell 26 whose dimensions are 2060 x 1050 mm. The floor 20 is built up from five wing floor elements 22-25 having their end edges resting on a circumferential supporting edge 21 of a supporting construction, for instance formed by walls. The outermost floor elements 22 have their longitudinal sides resting on this edge 21 as well.
    The two floor elements 22 have a beam-shaped part having a width B of 600 mm, to which one single lateral wing connects having a width of 130 mm. The floor element 23 connecting thereto has a beam-shaped part having a width of 1200 mm, on which, on either side, wings having a width of 600 mm are provided. The floor element 24 has a beam-shaped part which also has a width of 1200 mm and wings of a width of 600 mm provided on either side thereof. The wings and the bottom layer 8 of the beam-shaped part continue to the stairwell, the top part 9 of the beam-shaped element ends at a certain distance from the end edge of the wings. Hence, the floor element 24 is of the type as shown in Fig. 3. Connecting to the floor element 24, the floor element 25 is provided, of which the width of the beam-shaped part 2 is likewise 1200 mm, on either side provided with wings having a width of 420 mm. Hence, all beam-shaped parts of the floor elements 22-25 have a width of 600 or 1200 mm. The wing width of the floor elements 22 and 25 is adapted to the design depth of the floor and the location of the stairwell 26. One end of the floor element 24 finds no support on the circumferential edge 21 and should therefore be temporarily supported in a different manner, for instance by the possibly supported shuttering of the stairwell 26 to be shuttered in situ.
    After the floor elements 22-25 have been placed, with the wing edges against each other, and the necessary pipes have been provided in the spaces located above the wings, these spaces are filled up with concrete, which is levelled to the height of the adjoining floor elements. Beforehand, adjacent the stairwell, the reinforcing elements 27 are provided to obtain a firm support of the end of the floor element 24 by the adjacent floor elements 23 and 25. The reinforcing elements 27 may have the shape of so-called concealed consoles or of a continuous trimmer strip. The hatched regions in Fig. 4 indicate the concrete poured in situ. The dashed lines present in those hatched regions indicate where adjoining floor elements have their wing edges abutting against one another.
    The embodiment according to Fig. 5 shows a floor element which does not only have longitudinally extending hollow cores 4, but also transversely extending hollow cores 4'. These transverse hollow cores 4' facilitate the provision of continuous pipes on either side of the beam-shaped part 2 of the floor element.

    Claims (5)

    1. A prefabricated concrete floor element, at least consisting of a cantilever beam-shaped part, provided with longitudinally extending hollow cores and reinforcing wires parallel thereto, characterized in that the beam-shaped part (2) is at least on one side provided with a laterally projecting wing (3) whose bottom face (11) aligns with the bottom face of the beam-shaped part (2), while the thickness (d) of the wing (3) is considerably less than that (D) of the beam-shaped part (2), said wing (3) being provided with longitudinal as well as transverse reinforcing wires (6, 7), of which the transverse reinforcing wires (7) continue into the bottom layer (8) of the beam-shaped part (2), while the wing (3) is provided with upwardly directed reinforcing elements (10) that project from the top face (12) of the wings (3) and have their bottom sides connected to the longitudinal and transverse reinforcement (6, 7) of said wing (3).
    2. A floor element according to claim 1, characterized in that the beam-shaped part (2) is on both sides provided with laterally projecting wings (3) having equal, unequal or varying widths.
    3. A floor element according to claim 1 or 2, characterized in that one end of the beam-shaped part (2) located above the top face (12) of the wings (3) ends at a distance (R) from the adjacent edge of the wings (3).
    4. A floor element according to any one of claims 1-3, characterized in that the width (b) of the wings (3) is half the width (B) of the beam-shaped part (2).
    5. A floor element according to any one of claims 1-4, characterized in that the beam-shaped part (2) is also provided with continuous, transversely extending hollow cores.
    EP97202572A 1996-08-22 1997-08-21 Concrete wing floor element Expired - Lifetime EP0825307B1 (en)

    Applications Claiming Priority (2)

    Application Number Priority Date Filing Date Title
    NL1003858A NL1003858C2 (en) 1996-08-22 1996-08-22 Wing floor element made of concrete.
    NL1003858 1996-08-22

    Publications (2)

    Publication Number Publication Date
    EP0825307A1 true EP0825307A1 (en) 1998-02-25
    EP0825307B1 EP0825307B1 (en) 2001-05-23

    Family

    ID=19763405

    Family Applications (1)

    Application Number Title Priority Date Filing Date
    EP97202572A Expired - Lifetime EP0825307B1 (en) 1996-08-22 1997-08-21 Concrete wing floor element

    Country Status (5)

    Country Link
    EP (1) EP0825307B1 (en)
    AT (1) ATE201472T1 (en)
    DE (1) DE69704911T2 (en)
    DK (1) DK0825307T3 (en)
    NL (1) NL1003858C2 (en)

    Cited By (13)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    FR2812310A1 (en) * 2000-07-25 2002-02-01 Composants Precontraints Prefabricated bridge stringer comprises concrete beam with principal section and laterally projecting flange defining lateral reserve and pre-stressed element maintaining compression in beam below neutral fiber
    WO2003050363A1 (en) * 2001-11-23 2003-06-19 Zeyou Qiu An mould element for making a reinforced concrete floor of space structure
    EP1344877A1 (en) 2002-03-15 2003-09-17 Beton Son B.V. Method for providing a hoisting hook in a prefabricated concrete element such as a hollow-core slab floor
    FR2851780A1 (en) * 2003-02-27 2004-09-03 Conseil Service Investissement Prefabricated bridge girder comprises concrete base plate with lateral portion projecting from web and stowing support extending over upper face of lateral portion
    US6845591B1 (en) 1999-09-24 2005-01-25 Vbi Ontwikkeling B.V. Hollow-core slab for forming a floor field in which ducts can be incorporated, and method for forming a floor field with ducts using such hollow-core slabs
    ITMI20120730A1 (en) * 2012-05-02 2013-11-03 Luscari Salvatore Lembo NEW BLOCK OR CARRIER CARRIER, WITH A LIGHTWEIGHT STRUCTURE, IN PARTICULAR FOR THE CONSTRUCTION OF CONCRETE SHEARS TO THROW IN THE WORK
    CN103410265A (en) * 2013-08-07 2013-11-27 南京工业大学 Splicing structure of laminated floor slab
    FR3002960A1 (en) * 2013-03-11 2014-09-12 Ligerienne Beton LENGTH ASSEMBLY WITH SLIDING REINFORCEMENT
    CN104712080A (en) * 2015-01-17 2015-06-17 安徽建筑大学 Composite wallboard spliced by steel boards in edge joint mode
    EP2955294A1 (en) * 2014-06-13 2015-12-16 Elbe Spannbetonwerk GmbH & Co. KG Hollow pre-stressed concrete slab
    CN105507470A (en) * 2015-12-31 2016-04-20 中南大学 Periphery-overlapped integral fabricated floor and construction method thereof
    CN108343184A (en) * 2018-02-02 2018-07-31 广州市第二市政工程有限公司 The floor construction method that tongue and groove hollow pre-fabricated panels and well word Cast-in-situ Beam are combined
    CN110056111A (en) * 2019-04-18 2019-07-26 江苏广兴集团建筑装配科技有限公司 A kind of superimposed sheet of stable connection

    Citations (8)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    BE404950A (en) *
    DE816598C (en) * 1950-06-27 1951-10-11 Paul Bode Assembly method for concrete houses
    DE2946589A1 (en) * 1979-11-19 1981-05-21 Karl 8551 Heiligenstadt Schmidt Support free laid reinforced concrete elements - comprise top and bottom slabs, and mats protruding into subsequently concreted cavities
    FR2542784A1 (en) * 1983-03-18 1984-09-21 Etre Ste Civile Particuliere Reinforced slab-shaped construction element device used for construction
    AT375992B (en) * 1983-03-28 1984-09-25 Katzenberger Helmut STEEL CONCRETE CEILING
    FR2660952A1 (en) * 1990-04-17 1991-10-18 Ibse PREFABRICATED ELEMENTS FOR THE PRODUCTION OF A SLAB AND SLAB OBTAINED FROM THESE ELEMENTS.
    GB2249329A (en) * 1990-11-02 1992-05-06 Mohammad Hossein Shamsai Concrete floor beams
    DE4315254A1 (en) * 1993-05-07 1994-11-10 Filigran Traegersysteme Process for producing a floor element

    Patent Citations (8)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    BE404950A (en) *
    DE816598C (en) * 1950-06-27 1951-10-11 Paul Bode Assembly method for concrete houses
    DE2946589A1 (en) * 1979-11-19 1981-05-21 Karl 8551 Heiligenstadt Schmidt Support free laid reinforced concrete elements - comprise top and bottom slabs, and mats protruding into subsequently concreted cavities
    FR2542784A1 (en) * 1983-03-18 1984-09-21 Etre Ste Civile Particuliere Reinforced slab-shaped construction element device used for construction
    AT375992B (en) * 1983-03-28 1984-09-25 Katzenberger Helmut STEEL CONCRETE CEILING
    FR2660952A1 (en) * 1990-04-17 1991-10-18 Ibse PREFABRICATED ELEMENTS FOR THE PRODUCTION OF A SLAB AND SLAB OBTAINED FROM THESE ELEMENTS.
    GB2249329A (en) * 1990-11-02 1992-05-06 Mohammad Hossein Shamsai Concrete floor beams
    DE4315254A1 (en) * 1993-05-07 1994-11-10 Filigran Traegersysteme Process for producing a floor element

    Cited By (14)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    US6845591B1 (en) 1999-09-24 2005-01-25 Vbi Ontwikkeling B.V. Hollow-core slab for forming a floor field in which ducts can be incorporated, and method for forming a floor field with ducts using such hollow-core slabs
    EP1214483B1 (en) * 1999-09-24 2005-10-12 Vbi Ontwikkeling B.V. Hollow-core slab for forming a floor field in which ducts can be incorporated, and method for forming a floor field with ducts using such hollow-core slabs
    FR2812310A1 (en) * 2000-07-25 2002-02-01 Composants Precontraints Prefabricated bridge stringer comprises concrete beam with principal section and laterally projecting flange defining lateral reserve and pre-stressed element maintaining compression in beam below neutral fiber
    WO2003050363A1 (en) * 2001-11-23 2003-06-19 Zeyou Qiu An mould element for making a reinforced concrete floor of space structure
    EP1344877A1 (en) 2002-03-15 2003-09-17 Beton Son B.V. Method for providing a hoisting hook in a prefabricated concrete element such as a hollow-core slab floor
    FR2851780A1 (en) * 2003-02-27 2004-09-03 Conseil Service Investissement Prefabricated bridge girder comprises concrete base plate with lateral portion projecting from web and stowing support extending over upper face of lateral portion
    ITMI20120730A1 (en) * 2012-05-02 2013-11-03 Luscari Salvatore Lembo NEW BLOCK OR CARRIER CARRIER, WITH A LIGHTWEIGHT STRUCTURE, IN PARTICULAR FOR THE CONSTRUCTION OF CONCRETE SHEARS TO THROW IN THE WORK
    FR3002960A1 (en) * 2013-03-11 2014-09-12 Ligerienne Beton LENGTH ASSEMBLY WITH SLIDING REINFORCEMENT
    CN103410265A (en) * 2013-08-07 2013-11-27 南京工业大学 Splicing structure of laminated floor slab
    EP2955294A1 (en) * 2014-06-13 2015-12-16 Elbe Spannbetonwerk GmbH & Co. KG Hollow pre-stressed concrete slab
    CN104712080A (en) * 2015-01-17 2015-06-17 安徽建筑大学 Composite wallboard spliced by steel boards in edge joint mode
    CN105507470A (en) * 2015-12-31 2016-04-20 中南大学 Periphery-overlapped integral fabricated floor and construction method thereof
    CN108343184A (en) * 2018-02-02 2018-07-31 广州市第二市政工程有限公司 The floor construction method that tongue and groove hollow pre-fabricated panels and well word Cast-in-situ Beam are combined
    CN110056111A (en) * 2019-04-18 2019-07-26 江苏广兴集团建筑装配科技有限公司 A kind of superimposed sheet of stable connection

    Also Published As

    Publication number Publication date
    DE69704911T2 (en) 2002-04-04
    EP0825307B1 (en) 2001-05-23
    DK0825307T3 (en) 2001-09-10
    ATE201472T1 (en) 2001-06-15
    NL1003858C2 (en) 1998-02-26
    DE69704911D1 (en) 2001-06-28

    Similar Documents

    Publication Publication Date Title
    US9988775B1 (en) Concrete i-beam for bridge construction
    US4974381A (en) Tie anchor and method for manufacturing insulated concrete sandwich panels
    EP0825307B1 (en) Concrete wing floor element
    US7121061B2 (en) Reinforced concrete building system
    US5528874A (en) Building blocks and insulated composite walls having stackable half-bond symmetry and method of making such walls
    KR102171006B1 (en) Modular element in sintered expanded-polystyrene for building reinforced-concrete floors
    EP0289261A2 (en) Concrete screed rails
    EP1214483B2 (en) Hollow-core slab for forming a floor field in which ducts can be incorporated, and method for forming a floor field with ducts using such hollow-core slabs
    GB2355024A (en) Insulating building panel of polystyrene and concrete
    EP0345823B1 (en) Screed rails
    AT391731B (en) CEILING PLATE AND METHOD FOR THEIR PRODUCTION AND ARRANGEMENT FOR IMPLEMENTING THE METHOD
    US4912896A (en) Beam/flooring system
    EP0016478A2 (en) Wall made of a plurality of pre cast cementitious panels
    US3949531A (en) Hollow cored concrete slab and method of making the same
    WO2001000943A1 (en) Hollow filler block for a block-and-rib reinforced concrete slab
    GB2249329A (en) Concrete floor beams
    WO2000053858A1 (en) Construction element
    US7073300B1 (en) Reinforced concrete part for producing foundations of buildings
    US6442910B1 (en) Composite building system
    US20030061672A1 (en) Bridge construction method and composite girder for use in same
    JPH0315605Y2 (en)
    EP1103663B1 (en) Pile wall capping
    NL1013055C2 (en) Industrial prefabricated, modular floor slab element for buildings, especially for homes.
    EP1120505B1 (en) A building block suitable for the construction of dry-stacking high performance masonry walls
    NL1006527C2 (en) Foundation-forming system for building

    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

    AK Designated contracting states

    Kind code of ref document: A1

    Designated state(s): AT BE CH DE DK FI FR GB LI LU NL SE

    AX Request for extension of the european patent

    Free format text: AL;LT;LV;RO;SI

    17P Request for examination filed

    Effective date: 19980817

    AKX Designation fees paid

    Free format text: AT BE CH DE DK FI FR GB LI LU NL SE

    AXX Extension fees paid

    Free format text: LT PAYMENT 980817;LV PAYMENT 980817

    RBV Designated contracting states (corrected)

    Designated state(s): AT BE CH DE DK FI FR GB LI LU NL SE

    17Q First examination report despatched

    Effective date: 19981207

    GRAG Despatch of communication of intention to grant

    Free format text: ORIGINAL CODE: EPIDOS AGRA

    GRAG Despatch of communication of intention to grant

    Free format text: ORIGINAL CODE: EPIDOS AGRA

    GRAH Despatch of communication of intention to grant a patent

    Free format text: ORIGINAL CODE: EPIDOS IGRA

    GRAH Despatch of communication of intention to grant a patent

    Free format text: ORIGINAL CODE: EPIDOS IGRA

    GRAA (expected) grant

    Free format text: ORIGINAL CODE: 0009210

    AK Designated contracting states

    Kind code of ref document: B1

    Designated state(s): AT BE CH DE DK FI FR GB LI LU NL SE

    AX Request for extension of the european patent

    Free format text: LT PAYMENT 19980817;LV PAYMENT 19980817

    LTIE Lt: invalidation of european patent or patent extension
    REF Corresponds to:

    Ref document number: 201472

    Country of ref document: AT

    Date of ref document: 20010615

    Kind code of ref document: T

    REG Reference to a national code

    Ref country code: CH

    Ref legal event code: EP

    REF Corresponds to:

    Ref document number: 69704911

    Country of ref document: DE

    Date of ref document: 20010628

    ET Fr: translation filed
    REG Reference to a national code

    Ref country code: DK

    Ref legal event code: T3

    REG Reference to a national code

    Ref country code: CH

    Ref legal event code: NV

    Representative=s name: KIRKER & CIE SA

    REG Reference to a national code

    Ref country code: GB

    Ref legal event code: IF02

    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

    26N No opposition filed
    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: LU

    Payment date: 20080624

    Year of fee payment: 12

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

    Ref country code: DK

    Payment date: 20080815

    Year of fee payment: 12

    Ref country code: CH

    Payment date: 20080826

    Year of fee payment: 12

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

    Ref country code: FR

    Payment date: 20080828

    Year of fee payment: 12

    Ref country code: FI

    Payment date: 20080711

    Year of fee payment: 12

    Ref country code: AT

    Payment date: 20080805

    Year of fee payment: 12

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

    Ref country code: SE

    Payment date: 20080814

    Year of fee payment: 12

    REG Reference to a national code

    Ref country code: CH

    Ref legal event code: PL

    REG Reference to a national code

    Ref country code: DK

    Ref legal event code: EBP

    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: 20090831

    Ref country code: FI

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

    Effective date: 20090821

    Ref country code: CH

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

    Effective date: 20090831

    REG Reference to a national code

    Ref country code: FR

    Ref legal event code: ST

    Effective date: 20100430

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

    Ref country code: AT

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

    Effective date: 20090821

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

    Ref country code: FR

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

    Effective date: 20090831

    Ref country code: DK

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

    Effective date: 20090831

    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: 20090821

    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 NON-PAYMENT OF DUE FEES

    Effective date: 20090822

    REG Reference to a national code

    Ref country code: DE

    Ref legal event code: R082

    Ref document number: 69704911

    Country of ref document: DE

    Representative=s name: ARNOLD & SIEDSMA, DE

    REG Reference to a national code

    Ref country code: GB

    Ref legal event code: 732E

    Free format text: REGISTERED BETWEEN 20150305 AND 20150311

    REG Reference to a national code

    Ref country code: DE

    Ref legal event code: R082

    Ref document number: 69704911

    Country of ref document: DE

    Representative=s name: ARNOLD & SIEDSMA, DE

    Effective date: 20150312

    Ref country code: DE

    Ref legal event code: R082

    Ref document number: 69704911

    Country of ref document: DE

    Representative=s name: ARNOLD & SIEDSMA, DE

    Effective date: 20150414

    Ref country code: DE

    Ref legal event code: R081

    Ref document number: 69704911

    Country of ref document: DE

    Owner name: BETONSON PREFAB B.V., NL

    Free format text: FORMER OWNER: BETONSON PREFAB B.V., DA GOUDA, NL

    Effective date: 20150414

    Ref country code: DE

    Ref legal event code: R081

    Ref document number: 69704911

    Country of ref document: DE

    Owner name: BETONSON PREFAB B.V., NL

    Free format text: FORMER OWNER: BETON SON B.V., SON, NL

    Effective date: 20150312

    REG Reference to a national code

    Ref country code: NL

    Ref legal event code: SD

    Effective date: 20150526

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

    Ref country code: NL

    Payment date: 20160826

    Year of fee payment: 20

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

    Ref country code: GB

    Payment date: 20160830

    Year of fee payment: 20

    Ref country code: DE

    Payment date: 20160826

    Year of fee payment: 20

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

    Ref country code: BE

    Payment date: 20160829

    Year of fee payment: 20

    REG Reference to a national code

    Ref country code: DE

    Ref legal event code: R071

    Ref document number: 69704911

    Country of ref document: DE

    REG Reference to a national code

    Ref country code: NL

    Ref legal event code: MK

    Effective date: 20170820

    REG Reference to a national code

    Ref country code: GB

    Ref legal event code: PE20

    Expiry date: 20170820

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

    Ref country code: GB

    Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

    Effective date: 20170820

    REG Reference to a national code

    Ref country code: BE

    Ref legal event code: PD

    Owner name: BETONSON PREFAB B.V.; NL

    Free format text: DETAILS ASSIGNMENT: CHANGE OF OWNER(S), AFFECTATION / CESSION; FORMER OWNER NAME: BETON SON B.V.

    Effective date: 20150319

    Ref country code: BE

    Ref legal event code: MK

    Effective date: 20170821