EP3491201B1 - Stahlbetonelement, träger und boden - Google Patents

Stahlbetonelement, träger und boden Download PDF

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Publication number
EP3491201B1
EP3491201B1 EP17761324.7A EP17761324A EP3491201B1 EP 3491201 B1 EP3491201 B1 EP 3491201B1 EP 17761324 A EP17761324 A EP 17761324A EP 3491201 B1 EP3491201 B1 EP 3491201B1
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EP
European Patent Office
Prior art keywords
plate
reinforced concrete
longitudinal
longitudinal flank
reinforcement
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EP17761324.7A
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English (en)
French (fr)
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EP3491201A1 (de
Inventor
Luigi Grassia
Pasquale Impero
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IMPERO, PASQUALE
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Individual
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    • 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
    • E04B5/29—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal
    • 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
    • E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • 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

Definitions

  • the present invention relates to the technical sector concerning constructions.
  • the present invention relates to a reinforced concrete element, to a reinforced concrete beam comprising the reinforced concrete element and a floor made of reinforced concrete.
  • Reinforced concrete as is known, enables realising elements able to combine the excellent resistance to compression of concrete with the effective resistance to traction of the reinforcement.
  • a reinforced concrete element which comprises a reinforcement made of a metal and a block of concrete which entirely incorporates the reinforcement.
  • the reinforcement is constituted by a plurality of steel bars having a circular transversal section (known as "bars") which are welded to one another so as to form a reinforcement cage and which includes ribs on the surface thereof.
  • the realising of the above-mentioned reinforcement requires: predisposing a plurality of longitudinal bars (at least three) that are parallel in relation to one another; welding a plurality of transversal bars to the longitudinal bars; welding the transversal bars to one another. This operation is expensive in terms of time.
  • the effectiveness of the reinforcement i.e. the resistance to traction of the element
  • the reinforcement depends on the ratio between the surface of the reinforcement and the volume of the reinforcement.
  • the reinforcement includes bars having ribs on the surface thereof.
  • Document EP 0 292 449 discloses a known fire resistant, pre-stressed structural flooring carrying beam of steel that includes two vertical webs and a bearing plate along the bottom of the beam extending outside the webs for bearing the floor structure, the upper side of which is above the upper side of the steel beam after finished concrete pouring.
  • Document KR 2012 0028763 discloses another know composite beam using prefabricated steel beam of a C-shape that comprises a prefabricated steel beam, multiple fixing members, multiple deck plates, and a concrete.
  • document EP 1 862 606 discloses a beam for supporting floor elements, having a bottom side, a top side and two lateral sides and document DE 92 14 426 discloses steel girder for a sheet metal composite ceiling with a lower steel and support plate, which is provided with a composite body protruding into the in-situ concrete.
  • the aim of the present invention consists in obviating the above-mentioned drawbacks.
  • the first plate and the second plate enable increasing, with respect to the above-described known member, the interface surface between the block of concrete and the reinforcement. Further, the use of the first plate and the second plate enables increasing the effectiveness of the reinforcement.
  • the reinforcement of the invention advantageously enables, given same dimensions of a reinforced concrete element, increasing the admissible load of the reinforced concrete element.
  • the reinforcement of the reinforced concrete element of the invention enables reducing the material necessary for the block of concrete, and therefore reduces costs.
  • the reinforcement of the reinforced concrete element of the invention is of more rapid manufacture with respect to the reinforcement of a reinforced concrete element of known type. This translates into a further reduction in costs.
  • reference numeral (1) denotes in its entirety a reinforced concrete element, object of the present invention (it can be, for example, a pillar, a beam or a floor).
  • the reinforced concrete element (1) comprises a reinforcement (100) made of a metal and a block of concrete (4) which at least partly incorporates the reinforcement (100).
  • the reinforcement (100) comprises a first plate (2) which is planar, which has a longitudinal extension along a first extension axis (X) and which comprises a first surface (2a), a second surface (2b) opposite the first surface (2a), a first longitudinal flank (2c) which connects the first surface (2a) and the second surface (2b) to one another, and a second longitudinal flank (2d) which is opposite the first longitudinal flank (2c) and which connects the first surface (2a) and the second surface (2b) to one another.
  • the reinforcement (100) further comprises a second plate (3) which has a longitudinal extension along a second extension axis (Y) and which comprises a first portion (3a) that is planar and comprises a first longitudinal flank (30a) parallel to the second extension axis (Y).
  • the first plate (2) and the second plate (3) are fixed to one another in such a way that: the first extension axis (X) and the second extension axis (Y) are parallel; the first longitudinal flank (30a) of the first portion (3a) of the second plate (3) contacts the first surface (2a) of the first plate (2); the second plate (3) is transversal relative to first plate (2).
  • the block of concrete (4) contacts the first surface (2a) of the first plate (2) and incorporates the second plate (3).
  • the second plate (3) can be perpendicular to the first plate (2) (see the figures of the drawings). Alternatively, the second plate (3) might be inclined with respect to the first plate (2) by an angle comprised between 20° and 90°.
  • the reinforced concrete element (1) can be symmetrical with respect to a plane that is perpendicular to the first plate (2) and parallel to the first extension axis (X).
  • the block of concrete (4) can further incorporate the first plate (2).
  • the second surface (2b) of the first plate (2) might not be contacted by the block of concrete (4) (i.e. be exposed to the outside).
  • the second surface (2b) of the first plate (2) can be galvanised (for example, by spray galvanising).
  • the first longitudinal flank (2c) and the second longitudinal flank (2d) of the first plate (2) can also be free of contact with the block of concrete (4).
  • reference numeral (10) denotes in its entirety a beam made of reinforced concrete, also an object of the present invention.
  • the reinforced concrete beam (10) comprises a reinforced concrete element (1) as described in the foregoing, which reinforced concrete element (1) is arranged in such a way that the first plate (2) of the reinforcement (100) is parallel to the ground and the first surface (2a) of the first plate (2) is facing upwards.
  • the reinforcement (100) is advantageously self-bearing.
  • the method for realising the reinforced concrete beam (10) includes steps of positioning the reinforcement (100) of the reinforced concrete element (1) so that the first plate (2) of the reinforcement (100) is parallel to the ground and the first surface (2a) of the first plate (2) is facing upwards; positioning the material for realising the form of the reinforced concrete beam (10) which is to be obtained; casting the concrete in the form; waiting for the concrete to harden so that the reinforced concrete element (10) is formed.
  • the reinforcement (100) has the function of supporting itself and the concrete before the hardening thereof; this enables casting the concrete entirely on site and this enables transport and movement of the reinforcement (100) to be made simple.
  • a beam is known, made of reinforced concrete (known as a predalles beam) which comprises: a reinforcement comprising circular transversal-section steel bars and a first block of concrete which incorporates a part of the reinforcement and a second block of concrete which incorporates the remaining part of the reinforcement and which forms a single body with the first block of concrete.
  • the reinforced concrete beam of known type is self-bearing due to the first block of concrete; however, the block of concrete makes the reinforcement of the reinforced concrete beam difficult and expensive to move.
  • the reinforced concrete beam (10) preferably comprises a first surface (10a) which faces towards the ground and which comprises the second surface (2b) of the first plate (2).
  • the second surface (2b) of the first plate (2) is advantageously arranged at the stretched fibres of the reinforced concrete beam (10) and this enables increasing the resistance and rigidity to flexion thereof.
  • the first plate (2) of the reinforcement (100) can be incorporated in the block of concrete (4) at a distance from the first surface (10a) of the reinforced concrete beam (10) of not greater than 4 cm.
  • the reinforcement (100) is not only self-bearing but also functions in part as a form for moulding.
  • the reinforced concrete floor comprises a plurality of reinforced concrete beams (10) according to one of the above-described embodiments, in which each reinforced concrete beam (10) is connected to an adjacent reinforced concrete beam (10).
  • the plurality of reinforced concrete beams (10) can comprise a first beam and a second beam connected to one another.
  • the reinforced concrete floor can comprise lightening means (11) arranged between the first beam and the second beam and connected to one another.
  • the lightening means (11) can comprise a longitudinal element (110) made of polystyrene ( figure 5 ) or a plurality of masonry blocks (111) ( figure 6 ).
  • the lightening means (11) are arranged between the first beam and the second beam and are incorporated in a further block of concrete which will form a single body with the block of concrete of the first beam and the second beam (it is specified that the blocks of concrete are formed in a single casting of concrete).
  • the reinforced concrete floor can further comprise a supplementary reinforcement (having a planar extension and net-conformed) arranged superiorly of the plurality of reinforced concrete beams (10) and incorporated in a respective block of concrete (this latter block of concrete will be in a single body with the block of concrete of the reinforced concrete beams (10) and will be formed in the same casting of concrete).
  • a supplementary reinforcement having a planar extension and net-conformed
  • the first portion (3a) of the second plate (3) comprises a second longitudinal flank (31a) opposite the first longitudinal flank (30a) and the second plate (3) has a transversal section which is C-shaped and comprises a second portion (3b) which extends from the first longitudinal flank (30a) of the first portion (3a) and a third portion (3c) which extends from the second longitudinal flank (31a) of the first portion (3a).
  • the second portion (3b) of the second plate (3) contacts the first surface (2a) of the first plate (2).
  • the reinforced concrete element (1) is advantageously more rigid. Further, in a case of a reinforced concrete beam (10), it is more resistant to flexion.
  • the second longitudinal flank (31a) of the first portion (3a) of the second plate (3) can be parallel to the first longitudinal flank (30a) of the first portion (3a) of the second plate (3).
  • the second portion (3b) of the second plate (3) and the third portion (3c) of the second plate (3) can be parallel to one another. Further, the second portion (3b) of the second plate (3) can be perpendicular to the first portion (3a) of the second plate (3). Also, the third portion (3c) of the second plate (3) can be perpendicular to the first portion (3a) of the second plate (3).
  • the second plate (3) can be fixed to the first plate (2) at the second portion (3b) of the second plate (3) (they can be welded to one another).
  • the reinforcement (100) comprises a third plate (5) having a longitudinal extension along a third extension axis (Z) and comprising a first portion (5a) that is planar and that comprises a first longitudinal flank (50a) parallel to the third extension axis (Z).
  • the first plate (2) and the third plate (5) are fixed to one another in such a way that: the first extension axis (X) and the third extension axis (Z) are parallel; the first longitudinal flank (50a) of the first portion (5a) of the third plate (5) contacts the first surface (2a) of the first plate (2); the third plate (5) is transversal relative to the first plate (2).
  • the block of concrete (4) incorporates the third plate (5).
  • the effectiveness of the reinforcement (100) of the reinforced concrete element (1) of the invention is advantageously further increased. Further, an improvement of the effectiveness of the reinforcement (100) is obtained, with a smaller increase in weight of the reinforced concrete element (1).
  • the third plate (5) can be perpendicular to the first plate (2) (see the figures of the drawings). Alternatively, the third plate (5) might be inclined with respect to the first plate (2) by an angle comprised between 20° and 90°.
  • the first portion (5a) of the third plate (5) comprises a second longitudinal flank (51a) opposite the first longitudinal flank (50a) and the third plate (5) has a transversal section which is C-shaped and comprises a second portion (5b) which extends from the first longitudinal flank (50a) of the first portion (5a) and a third portion (5c) which extends from the second longitudinal flank (51a) of the first portion (5a).
  • the second portion (5b) of the third plate (5) contacts the first surface (2a) of the first plate (2).
  • the reinforced concrete element (1) is advantageously even more rigid. Further, in a case of a reinforced concrete beam (10) or a reinforced concrete floor, they will be more resistant to flexion.
  • the second longitudinal flank (51a) of the first portion (5a) of the third plate (5) can be parallel to the first longitudinal flank (50a) of the first portion (5a) of the third plate (5).
  • the second portion (5b) of the third plate (5) and the third portion (5c) of the third plate (5) can be parallel to one another.
  • the second portion (5b) of the third plate (5) can be perpendicular to the first portion (5a) of the third plate (5).
  • the third portion (5c) of the third plate (5) can be perpendicular to the first portion (5a) of the third plate (5).
  • the third portion (5c) can be fixed to the first plate (2) at the second portion (5b) of the third plate (5) (they can be welded to one another).
  • the reinforced concrete element (1) is such that: the first portion (3a) of the second plate (3) is facing and parallel to the first portion (5a) of the third plate (5); the first plate (2) and the second plate (3) are fixed to one another in such a way that the second portion (3b) and the third portion (3c) of the second plate (3) extend from the first portion (3a) of the second plate (3) towards the first longitudinal flank (2c) of the first plate (2); the first plate (2) and the third plate (5) are fixed to one another in such a way that the second portion (5b) and the third portion (5c) of the third plate (5) extend from the first portion (5a) of the third plate (5) towards the second longitudinal flank (2d) of the first plate (2).
  • resistance to flexion is advantageously optimised, as well as resistance to shear cutting forces, effectiveness of the reinforcement (100), and self-bearing capacity.
  • the height (H1) of the transversal section of the second plate (3) and the height (H2) of the transversal section of the third plate (5) are comprised in a range between 40% and 85% of the height (H3) of the transversal section of the reinforced concrete element (1). Further, the ratio between the thickness of the first plate (2) and the thickness of the second plate (3) is comprised in a range of between 1 and 3 the ratio between the thickness of the first plate (2) and the thickness of the third plate (5) is comprised in a range of between 1 and 3.
  • the height (H1) of the transversal section of the second plate (3) and the height (H2) of the transversal section of the third plate (5) are comprised in a range between 50% and 75% of the height (H3) of the transversal section of the reinforced concrete element (1).
  • the ratio between the thickness of the first plate (2) and the thickness of the second plate (3) is preferably comprised in a range of between 1.5 and 2.5 and the ratio between the thickness of the first plate (2) and the thickness of the third plate (5) is comprised in a range of between 1.5 and 2.5.
  • This dimensioning of the first plate (2), of the second plate (3) and of the third plate (5) advantageously enable optimising the reinforced concrete element (1).
  • these parameters are optimal in contemporaneously optimising the resistance, the flexion, the resistance to shear cutting forces, the effectiveness of the reinforcement (100), and the self-bearing capacity thereof.
  • the reinforcement (100) comprises: a fourth plate (6) which extends from a first longitudinal flank (2c) of the first plate (2) and which has a longitudinal extension; a fifth plate (7) which extends from the second longitudinal flank (2d) of the first plate (2) and which has a longitudinal extension.
  • the block of concrete (4) incorporates at least a part of the fourth plate (6) and at least a part of the fifth plate (7).
  • the fourth plate (6) and the fifth plate (7) advantageously increase the inertia of the reinforced concrete element (1) and this increases the resistance thereof to flexion.
  • the fourth plate (6) has a transversal section which is L-shaped and comprises a first portion (6a) which extends from the first longitudinal flank (2c) of the plate (2) perpendicularly to the first plate (2) and a second portion (6b) which extends from the first portion (6a) of the fourth plate (6) towards the second longitudinal flank (2d) of the first plate (2).
  • the block of concrete (4) incorporates the second portion (6b) of the fourth plate (6).
  • the fifth plate (7) can have a transversal section which is L-shaped and can comprise a first portion (7a) which extends from the second longitudinal flank (2d) of the first plate (2) perpendicularly to the first plate (2) and a second portion (7b) which extends from the first portion (7a) of the fifth plate (7) towards the first longitudinal flank (2c) of the plate (2).
  • the block of concrete (4) incorporates the second portion (7b) of the fifth plate (7).
  • the first plate (2), the fourth plate (6) and the fifth plate (7) are preferably in a single body.
  • the reinforced concrete element (1) preferably comprises a plurality of connecting elements (8) (for example, metal straps) which connect the second plate (3) and the third plate (5) to one another.
  • connecting elements (8) for example, metal straps
  • the connecting elements (8) can be fixed to the second plate (3) and the third plate (5) at the respective second longitudinal flank (31a, 51a). Otherwise, the connecting elements (8) can be fixed to the second plate (3) and the third plate (5) at the respective third portion (3c, 5c).

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Claims (7)

  1. Stahlbetonelement (1), wobei:
    es eine Bewehrung (100) aus Metall umfasst;
    es einen Betonblock (4) umfasst, der zumindest teilweise die Bewehrung (100) einschließt;
    die Bewehrung (100) eine erste Platte (2) umfasst, die planar ist, die eine Längsausdehnung entlang einer ersten Ausdehnungsachse (X) aufweist und die eine erste Oberfläche (2a), eine zweite Oberfläche (2b) gegenüber der ersten Oberfläche (2a), eine erste Längsflanke (2c) und eine zweite Längsflanke (2d) gegenüber der ersten Längsflanke (2c) umfasst;
    die Bewehrung (100) eine zweite Platte (3) umfasst, die eine Längsausdehnung entlang einer zweiten Ausdehnungsachse (Y) aufweist und die einen ersten Abschnitt (3a) umfasst, der planar ist und eine erste Längsflanke (30a) umfasst, die parallel zu der zweiten Ausdehnungsachse (Y) ist;
    die erste Platte (2) und die zweite Platte (3) derart aneinander befestigt sind, dass: die erste Ausdehnungsachse (X) und die zweite Ausdehnungsachse (Y) parallel zueinander sind; die erste Längsflanke (30a) des ersten Abschnitts (3a) der zweiten Platte (3) die erste Oberfläche (2a) der ersten Platte (2) berührt; die zweite Platte (3) quergerichtet zu der ersten Platte (2) ist;
    der Betonblock (4) die erste Oberfläche (2a) der ersten Platte (2) berührt;
    der erste Abschnitt (3a) der zweiten Platte (3) eine zweite Längsflanke (31a) gegenüber der ersten Längsflanke (30a) umfasst;
    die zweite Platte (3) einen C-förmigen Querschnitt aufweist und einen zweiten Abschnitt (3b) umfasst, der sich von der ersten Längsflanke (30a) des ersten Abschnitts (3a) ausgehend erstreckt und einen dritten Abschnitt (3c) umfasst, der sich von der zweiten Längsflanke (31a) des ersten Abschnitts (3a) ausgehend erstreckt;
    der zweite Abschnitt (3b) der zweiten Platte (3) die erste Oberfläche (2a) der ersten Platte (2) berührt;
    die Bewehrung (100) eine dritte Platte (5) umfasst, die eine Längsausdehnung entlang einer dritten Ausdehnungsachse (Z) aufweist und die einen ersten Abschnitt (5a) umfasst, der planar ist und eine erste Längsflanke (50a) umfasst, die parallel zu der dritten Ausdehnungsachse (Z) ist;
    die erste Platte (2) und die dritte Platte (5) derart aneinander befestigt sind, dass: die erste Ausdehnungsachse (X) und die dritte Ausdehnungsachse (Z) parallel zueinander sind; die erste Längsflanke (50a) des ersten Abschnitts (5a) der dritten Platte (5) die erste Oberfläche (2a) der ersten Platte (2) berührt; die dritte Platte (5) quergerichtet zu der ersten Platte (2) ist;
    der erste Abschnitt (5a) der dritten Platte (5) eine zweite Längsflanke (51a) gegenüber der ersten Längsflanke (50a) umfasst;
    die dritte Platte (5) einen C-förmigen Querschnitt aufweist und einen zweiten Abschnitt (5b) umfasst, der sich von der ersten Längsflanke (50a) des ersten Abschnitts (5a) ausgehend erstreckt und einen dritten Abschnitt (5c) umfasst, der sich von der zweiten Längsflanke (51a) des ersten Abschnitts (5a) ausgehend erstreckt;
    der zweite Abschnitt (5b) der dritten Platte (5) die erste Oberfläche (2a) der ersten Platte (2) berührt;
    der erste Abschnitt (3a) der zweiten Platte (3) dem ersten Abschnitt (5a) der dritten Platte (5) zugewandt und zu diesem parallel ist;
    die erste Platte (2) und die zweite Platte (3) derart aneinander befestigt sind, dass der zweite Abschnitt (3b) und der dritte Abschnitt (3c) der zweiten Platte (3) sich von dem ersten Abschnitt (3a) der zweiten Platte (3) ausgehend zu der ersten Längsflanke (2c) der ersten Platte (2) hin und von der dritten Platte (5) wegführend erstrecken;
    die erste Platte (2) und die dritte Platte (5) derart aneinander befestigt sind, dass der zweite Abschnitt (5b) und der dritte Abschnitt (5c) der dritten Platte (5) sich von dem ersten Abschnitt (5a) der dritten Platte (5) ausgehend zu der zweiten Längsflanke (2d) der ersten Platte (2) hin und von der zweiten Platte (3) wegführend erstrecken;
    das Stahlbetonelement (1) dadurch gekennzeichnet ist, dass die Bewehrung (100) umfasst:
    eine vierte Platte (6), die sich von der ersten Längsflanke (2c) der ersten Platte (2) ausgehend erstreckt und die eine Längsausdehnung aufweist, und welche die erste Oberfläche (2a) und die zweite Oberfläche (2b) miteinander verbindet;
    eine fünfte Platte (7), die sich von der zweiten Längsflanke (2d) der ersten Platte (2) ausgehend erstreckt und die eine Längsausdehnung aufweist, und welche die erste Oberfläche (2a) und die zweite Oberfläche (2b) miteinander verbindet;
    und dadurch, dass der Betonblock (4) zumindest einen Teil der vierten Platte (6) und zumindest einen Teil der fünften Platte (7) einschließt,
    und dadurch, dass der Betonblock (4) die zweite Platte (3) und die dritte Platte (5) einschließt.
  2. Stahlbetonelement (1) nach dem vorhergehenden Anspruch, wobei:
    die Höhe (H1) des Querschnitts der zweiten Platte (3) und die Höhe (H2) des Querschnitts der dritten Platte (5) in einem Bereich zwischen 50 % und 75 % der Höhe (H3) des Querschnitts des Stahlbetonelements (1) enthalten ist;
    das Verhältnis zwischen der Dicke der ersten Platte (2) und der Dicke der zweiten Platte (3) in einem Bereich zwischen 1,5 und 2,5 enthalten ist;
    das Verhältnis zwischen der Dicke der ersten Platte (2) und der Dicke der dritten Platte (5) in einem Bereich zwischen 1,5 und 2,5 enthalten ist.
  3. Stahlbetonelement (1) nach einem der vorhergehenden Ansprüche, wobei:
    die vierte Platte (6) einen L-förmigen Querschnitt aufweist und einen ersten Abschnitt (6a) umfasst, der sich von der ersten Längsflanke (2c) der ersten Platte (2) orthogonal zu der ersten Platte (2) erstreckt, und einen zweiten Abschnitt (6b) umfasst, der sich von dem ersten Abschnitt (6a) der vierten Platte (6) ausgehend zu der zweiten Längsflanke (2d) der ersten Platte (2) hin erstreckt;
    der Betonblock (4) den zweiten Abschnitt (6b) der vierten Platte (6) einschließt;
    die fünfte Platte (7) einen L-förmigen Querschnitt aufweist und einen ersten Abschnitt (7a) umfasst, der sich von der zweiten Längsflanke (2d) der ersten Platte (2) orthogonal zu der ersten Platte (2) erstreckt, und einen zweiten Abschnitt (7b) umfasst, der sich von dem ersten Abschnitt (7a) der fünften Platte (7) ausgehend zu der ersten Längsflanke (2c) der ersten Platte (2) hin erstreckt;
    der Betonblock (4) den zweiten Abschnitt (7b) der fünften Platte (7) einschließt.
  4. Stahlbetonelement (1) nach einem der vorhergehenden Ansprüche, umfassend eine Vielzahl von Verbindungselementen (8), welche die zweite Platte (3) und die dritte Platte (5) miteinander verbinden.
  5. Stahlbetonträger (10), umfassend ein Stahlbetonelement (1) nach einem der vorhergehenden Ansprüche, wobei dieses Stahlbetonelement (1) derart angeordnet ist, dass die erste Platte (2) der Bewehrung (100) parallel zum Baugrund ist und die erste Oberfläche (2a) der ersten Platte (2) nach oben weist.
  6. Stahlbetonträger (10) nach dem vorhergehenden Anspruch, umfassend eine erste Oberfläche (10a), die dem Baugrund zugewandt ist und die zweite Oberfläche (2b) der ersten Platte (2) umfasst.
  7. Geschoßdecke aus Stahlbeton, umfassend eine Vielzahl von Stahlbetonträgern nach Anspruch 5 oder 6, wobei jeder Stahlbetonträger (10) mit einem daran angrenzenden Stahlbetonträger (10) verbunden ist.
EP17761324.7A 2016-07-26 2017-07-25 Stahlbetonelement, träger und boden Active EP3491201B1 (de)

Applications Claiming Priority (2)

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IT102016000078034A IT201600078034A1 (it) 2016-07-26 2016-07-26 Elemento in calcestruzzo armato, relativa trave in calcestruzzo armato e solaio in calcestruzzo armato
PCT/IB2017/054487 WO2018020407A1 (en) 2016-07-26 2017-07-25 Reinforced concrete element, beam and floor

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EP3491201B1 true EP3491201B1 (de) 2021-04-07

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6807789B1 (en) * 2003-05-23 2004-10-26 Daewoo Engineering & Construction Co., Ltd Steel-concrete composite beam using asymmetric section steel beam
JP2014037765A (ja) * 2012-07-20 2014-02-27 Kajima Corp 鉄骨コンクリート部材

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE457364B (sv) * 1987-05-11 1988-12-19 Joergen Thor Brandmotstaandskraftig bjaelklagsbalk av staal i samverkan med betong
DE9214426U1 (de) * 1991-11-21 1993-01-07 Schwab, Wolfgang, Dipl.-Ing., 7339 Eschenbach Stahlträger für eine Blechverbunddecke
NL1031896C1 (nl) * 2006-05-29 2007-11-30 Anne Pieter Van Driesum Ligger voor het ondersteunen van vloerplaten, alsmede bodemplaat, combinatieplaat of ondersteuningsstaaf als deel van een dergelijke ligger.
KR101182044B1 (ko) * 2010-09-15 2012-09-12 한국건설기술연구원 ㄷ자형 부재로 구성된 조립형 강재 보를 이용한 합성보

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6807789B1 (en) * 2003-05-23 2004-10-26 Daewoo Engineering & Construction Co., Ltd Steel-concrete composite beam using asymmetric section steel beam
JP2014037765A (ja) * 2012-07-20 2014-02-27 Kajima Corp 鉄骨コンクリート部材

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