EP3919702A1 - Composant composite bois-béton et procédé de formation d'un composant composite bois-béton - Google Patents

Composant composite bois-béton et procédé de formation d'un composant composite bois-béton Download PDF

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Publication number
EP3919702A1
EP3919702A1 EP21176428.7A EP21176428A EP3919702A1 EP 3919702 A1 EP3919702 A1 EP 3919702A1 EP 21176428 A EP21176428 A EP 21176428A EP 3919702 A1 EP3919702 A1 EP 3919702A1
Authority
EP
European Patent Office
Prior art keywords
component
concrete
wood
wooden
concrete composite
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.)
Withdrawn
Application number
EP21176428.7A
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German (de)
English (en)
Inventor
Jens Frohnmüller
Univ.-Prof. Dr.-Ing. Werner Seim
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.)
Universitaet Kassel
Original Assignee
Universitaet Kassel
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 Universitaet Kassel filed Critical Universitaet Kassel
Publication of EP3919702A1 publication Critical patent/EP3919702A1/fr
Withdrawn legal-status Critical Current

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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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D6/00—Truss-type bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/10—Wood
    • 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
    • E04B2005/232—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with special provisions for connecting wooden stiffening ribs or other wooden beam-like formations to the concrete slab
    • E04B2005/237—Separate connecting elements

Definitions

  • the present invention relates to a wood-concrete composite component, comprising at least one wood component, in particular a beam-shaped or flat wood component, and at least one concrete component, in particular a beam-shaped or plate-shaped precast concrete component.
  • the invention also relates to a method for forming such a wood-concrete composite component.
  • Wood-concrete composite components are used in supporting structures, in particular as floor slabs or bridges.
  • Wood-concrete composite components include wooden components and concrete components which are connected to one another in a shear-proof manner using a suitable connection method or a suitable connecting means and are therefore also referred to as hybrid components.
  • the wooden components are designed as wooden beams or cross-laminated timber panels and the concrete components as plate-shaped prefabricated components, whereby the wooden component is mainly subjected to tensile and bending loads, while the concrete component mainly absorbs compressive loads.
  • the joint between the wooden component and the concrete component must be suitable for transferring the corresponding shear forces.
  • Wood-concrete composite components are used both in the renovation or revitalization of old buildings, where old wood beam ceilings in particular are strengthened using the wood-concrete composite construction method, but also in new storey and new residential buildings and in bridge construction. In order to shorten the construction times, prefabricated concrete components are preferably used, which then only have to be connected to the wooden components on site.
  • connection between wooden components and concrete components can be implemented, for example, by means of adhesives, the use of polymer potting in particular for bonding components being known. So reveals the DE 20 2017 004 730 U1 a composite of a beam and a plate element, which is connected by means of an intervening potting compound made of a polymer potting material, in a tensile and shear-proof manner.
  • Polymer grouting also known as polymer mortar, synthetic resin mortar or reaction resin concrete, is based on a polymer binder instead of cement and contains mineral or organic aggregates, which are referred to as fillers or fillers.
  • a hardener is necessary and, in particular with the use of special accelerators, a significantly higher hardening speed can be achieved than with cement-based grouting.
  • the achievable strength of polymer mortar is superior to that of conventional mortars.
  • a particular advantage in connection with wood-concrete composite components is the formation of high-strength adhesive bonds between the polymer mortar, both with the concrete component and with the wood component.
  • the recommended polymer mortar has a general building authority approval with the number Z-10.7-282.
  • a disadvantage of a wood-concrete composite according to DE 20 2017 004 730 U1 are the high costs for the large quantities of polymer potting required for the full-surface bonding of the components
  • a glued wood-concrete composite is the gluing of precast concrete parts and wooden components with polymer mortar by laying the precast concrete part over the surface.
  • This method was investigated in a ZIM research project at the University of Kassel, wood construction and building preservation department (see also: Martin KITAner - On the load-bearing behavior of polymer mortar adhesive joints for use in road bridges in Wood-concrete composite construction, thesis, University of Weimar, December 17, 2019 ).
  • a polymer mortar is applied as an adhesive to the wooden component and the precast concrete component is placed in a second work step.
  • connection technology for wood-concrete composite components in the prior art is the use of mechanical connecting means, in particular screws.
  • This has the practical advantage that the connection can be established at any point in time after the positioning of the concrete components, but screwing is a disadvantageously time-consuming process and a connection that is much more flexible than gluing is achieved.
  • the technical teaching of the invention discloses a wood-concrete composite component, comprising at least one wood component, in particular a beam or plate-shaped wooden component, and at least one concrete component, in particular a beam or plate-shaped precast concrete component, the wooden component having a top side with a support section and a Having potting section, wherein the concrete component rests on the support section and forms an edge-side boundary of the potting section, whereby a potting joint is formed, and wherein a potting body made of a polymer mortar is introduced into the potting joint, such that the potting body has adhesive bonds with the wooden component and with the Has concrete component.
  • the invention is based on the idea of using the excellent technical properties of a polymer mortar on the one hand, namely its adhesive effect to form high-strength adhesive bonds both with the wooden component and with the concrete component, as well as with the mortar high shear strength, but on the other hand, the use of material for the polymer mortar is limited to the formation of a grouting body in the typically small-volume grouting joint. In effect, this results in a potting body to be applied subsequently, i.e. after the concrete component has been positioned on the support section of the wooden component, which forms shear-resistant connections to the wooden component and to the concrete component without the need for additional effort to form a form fit or to introduce mechanical fasteners would.
  • the concrete components used can, for example, extend between two wooden components each, i.e. rest on the edge side on the upper side of the wooden beams.
  • the contact surfaces with the concrete components on top represent the support section of the top of each wooden component and the area in between and not covered by the concrete components corresponds to the potting section of the top.
  • the grouting joint, into which the polymer mortar is introduced to form a grouting body, is formed by the grouting section and the edge-side end faces of the adjoining concrete components.
  • the concrete component can be dimensioned so large that it spans several wooden components, and in particular in this case the concrete component preferably comprises at least one recess, a contour of the grouting joint being formed by a contour of the recess .
  • the concrete component is positioned in such a way that the recess is arranged completely over the top of the wooden component, and the composite is produced by subsequent application of the polymer mortar into the recesses.
  • Such a rigid composite of the wood-concrete composite component is characterized by a high section modulus, low deflection in the center of the field and a high natural frequency. Compared to cross-sections that are not rigidly connected, advantages in terms of vibration behavior, deformation behavior and load-bearing behavior are achieved with the rigid connection.
  • Another advantage of the wood-concrete composite component according to the invention consists in its particularly favorable load-bearing behavior under constrained stresses from swelling and shrinking. Since wood and concrete have different thermal and hygric expansion coefficients, tensions can arise in the outer layers of the components. In a conventionally bonded composite, in which there is a flat layer of adhesive between the wooden component and the concrete component, expansion of the wooden component induces potentially supercritical shear stresses in the outer edge layer of the concrete component. In contrast to this, in the wood-concrete composite component according to the invention, the stresses from the wood component are transmitted as normal stresses into the concrete component via the potting body.
  • the grouting body made of polymer mortar is characterized by a significantly higher shear strength compared to concrete and is therefore predestined to absorb shear stresses from the expanding wooden component.
  • the potting body is preferably exposed on the upper side, which enables a visual inspection of the potting body. This can reduce the quality of the connection between the wooden component, potting body and Concrete component can be checked retrospectively and any necessary repairs can be made.
  • the wood-concrete composite component according to the invention has at least one metallic connecting means, which is received in sections in the wood component and extends into the potting body.
  • a connecting means serves as a redundant securing means to ensure a high level of shear strength of the composite and can, for example, be designed as a reinforcing rod or screw protruding essentially vertically from the top of the wooden component.
  • the wood-concrete composite component has at least one metallic reinforcement which is received in sections in the concrete component and extends in the potting body.
  • a reinforcement is used to redundantly secure the connection between the concrete component and the potting body and is designed, for example, as a reinforcement rod or a reinforcement grid that runs horizontally through a recess in the concrete component or protrudes from the edge of the concrete component.
  • the wood-concrete composite component preferably has a sealant which seals a bearing joint delimiting the potting section between the wood component and the concrete component.
  • a sealant which seals a bearing joint delimiting the potting section between the wood component and the concrete component.
  • Such a seal serves to prevent the freshly poured polymer mortar from undesirably escaping from the grouting joint, in particular in order to keep the underside visible area clean when the wood-concrete composite component is used as a floor slab.
  • the sealant is designed, for example, as a sealing tape or a sealing foam and is, for example, introduced into the bottom area of the grouting joint on the edge side before the polymer mortar is applied.
  • the wood-concrete composite component forms a floor slab or a bridge component.
  • the composite component can comprise a combination of prefabricated concrete components of different dimensions, and the casting joints accordingly have sections in which they are designed as recesses in concrete components or are delimited by the edges of adjacent concrete components.
  • the shape of the grouting joints formed is left to the choice of the user, whereby a wood-concrete bond that is as continuous as possible is recommended for reasons of statics and also due to the requirements for sound insulation and impermeability. Due to the high shear strength of the wood-concrete composite component according to the invention, it can in principle also be used as a wall.
  • the method according to the invention allows the tradespeople and suppliers to work independently, for example hanging up the concrete components are carried out for a large number of floor slabs and the introduction of the polymer mortar into the grouting joints formed takes place at a later point in time, for example only after completion of the shell and the introduction of the windows. In this way, constant climatic conditions can be created, which is necessary for reliable hardening of the polymer mortar.
  • the concrete component is preferably provided with at least one recess, a contour of the grouting joint being formed by a contour of the recess and the polymer mortar being applied into the recess after the concrete component has been placed.
  • at least two concrete components are provided and placed on the support section, the edge-side boundary of the grouting section, and thus the grouting joint, being formed by the edges of the concrete components.
  • the wooden component and / or the concrete component are provided with at least one position securing means, by means of which the concrete component is prevented from slipping on the support section of the wooden component before the polymer mortar is applied.
  • a positional securing can be formed, for example, by a form fit between the wooden component and the concrete component, for example by providing a step or a tongue and groove connection, or by a mechanical means which is inserted or introduced into holes in the wood and concrete component lying one above the other.
  • FIG. 1a shows a cross-sectional view and Figure 1b a corresponding top view of a first embodiment of a wood-concrete composite component 100 according to the invention, the section shown in the figures comprising two wooden components 1 in the form of wooden beams and three concrete components 2 in the form of plate-shaped precast concrete components.
  • Each concrete component 2 rests with its edge regions on the upper sides 10 of adjacent wooden components 2, the respective support section 11 being formed by the contact surface between concrete component 2 and wooden component 1.
  • the grouting joints 30, the underside of which is formed by the grouting section 12 on the top 10 of the respective wooden component 1, extend between the front edge sides 21 of adjacent concrete components 2.
  • the wood-concrete composite part 100 represents a shear-resistant, rigid composite and is suitable for absorbing compressive, tensile and bending loads.
  • FIG. 2a shows a cross-sectional view and Figure 2b a corresponding top view of a second embodiment of a wood-concrete composite component 100 according to the invention, a larger-sized concrete component 2 being shown here, which spans the two wooden components 1.
  • the edge-side delimitation of the casting sections 12, and thus the casting joints 30, is formed by the various recesses 20 of the concrete component 2.
  • the lateral end faces of the concrete components 2 are also designed beveled.
  • Fig. 3 shows a cross-sectional view of a third embodiment of a wood-concrete composite component 100 according to the invention, which has a flat wood component 1, the formation of the grouting joints 30 and the grouting bodies 3 introduced therein corresponding to the description of the preceding figures.
  • Fig. 4 shows a cross-sectional view of a fourth embodiment of a wood-concrete composite component 100 according to the invention, which comprises a metallic connecting means 4, two metallic reinforcing means 5 and the sealing means 6 and 7.
  • the connecting means 4 is designed as a screw which is received in sections in the wooden component 1 and extends into the potting body 3.
  • the reinforcement means 5 are designed as horizontally arranged reinforcing bars, which are received in sections in the concrete component 2 and extend into the potting body 3.
  • such a reinforcement means can also be designed in the form of a reinforcement bar spanning the entire grouting joint 30, which also provides the possibility of handling, ie grasping, the concrete component 2 when it is positioned on the wooden component 1.
  • the sealing means 6 and 7 seal the bearing joints delimiting the potting section 12 between the wooden component 1 and the concrete component 2 and are arranged on both sides of the bearing joints before the polymer mortar is introduced.
  • Figures 5a and 5b show cross-sectional views to illustrate optional position securing means 71, 72, 73 and 74 which, on the process side, serve to prevent the concrete component 2 from slipping on the upper side 10 of the wooden component 1 before the polymer mortar is poured into the casting joint 30.
  • the formation of form-fitting connections is advantageous, which in the case of the position securing means 71 is realized by the provision of a planar or beveled step representing the support section 11 in the top 10 of the wooden component 1, or in the case of the position securing means 72 by suitable notches of the Support section 11 on the wooden component 1 and the concrete component 2 to form a tongue and groove connection.
  • the mechanical position securing means 73 and 74 are designed as preferably metallic connecting means.
  • the screw 73 is screwed into the wooden component 1 under the support section 11 through a recess provided in the concrete part 2.
  • the bolt 74 which can be used alternatively or in combination, is received in bores correspondingly assigned to one another in the wooden component 1 and in the concrete component 2.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Bridges Or Land Bridges (AREA)
EP21176428.7A 2020-06-05 2021-05-28 Composant composite bois-béton et procédé de formation d'un composant composite bois-béton Withdrawn EP3919702A1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102020114953.0A DE102020114953A1 (de) 2020-06-05 2020-06-05 Holz-Beton-Verbundbauteil und Verfahren zur Bildung eines Holz-Beton-Verbundbauteils

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EP3919702A1 true EP3919702A1 (fr) 2021-12-08

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EP21176428.7A Withdrawn EP3919702A1 (fr) 2020-06-05 2021-05-28 Composant composite bois-béton et procédé de formation d'un composant composite bois-béton

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EP (1) EP3919702A1 (fr)
DE (1) DE102020114953A1 (fr)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1992754A2 (fr) * 2007-05-15 2008-11-19 Universität Innsbruck Elément de raccord traction-pression
CH698330B1 (de) * 2005-10-14 2009-07-15 Wey Modulbau Ag Holz-Beton-Verbundelement und Verfahren zu seiner Herstellung.
CH713461A1 (de) 2017-02-15 2018-08-15 Schaefer Ingenieur Ag Holz-Beton-Verbundelement mit Plattenaussparung.
DE202017004730U1 (de) 2017-09-12 2018-12-18 Bennert GmbH Betrieb für Bauwerksicherung Balkenverstärkungsverbund

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DD294064A5 (de) 1990-05-02 1991-09-19 Veb Industriewerke Chemnitz,De Hydrostatische radialkolbenmaschine
EP2787140B1 (fr) 2013-04-04 2015-10-14 MERK Timber GmbH Plafond plat en structure composite bois-béton et procédé de fabrication d'un tel plafond plat
DE102016001185A1 (de) 2016-02-03 2017-08-03 Lignotrend Gmbh & Co. Kg Als Holz-Beton-Verbund ausgebildetes Bauelement sowie Verfahren zu dessen Herstellung

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH698330B1 (de) * 2005-10-14 2009-07-15 Wey Modulbau Ag Holz-Beton-Verbundelement und Verfahren zu seiner Herstellung.
EP1992754A2 (fr) * 2007-05-15 2008-11-19 Universität Innsbruck Elément de raccord traction-pression
CH713461A1 (de) 2017-02-15 2018-08-15 Schaefer Ingenieur Ag Holz-Beton-Verbundelement mit Plattenaussparung.
DE202017004730U1 (de) 2017-09-12 2018-12-18 Bennert GmbH Betrieb für Bauwerksicherung Balkenverstärkungsverbund

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
RUSKE W: "HOLZ-BETON-VERNUMD BEI GESCHOSSDECKEN", DEUTSCHE BAUZEITSCHRIFT - DBZ, BERTELSMANN FACHVERLAG. GUTERSLOH, DE, vol. 46, no. 7, 1 July 1998 (1998-07-01), pages 75 - 78, 80, XP000765099, ISSN: 0011-4782 *

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