EP2646627B1 - Einrichtung zum anschliessen von stahlbetonplatten an eine wand- oder deckenkonstruktion aus stahlbeton - Google Patents

Einrichtung zum anschliessen von stahlbetonplatten an eine wand- oder deckenkonstruktion aus stahlbeton Download PDF

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Publication number
EP2646627B1
EP2646627B1 EP11796605.1A EP11796605A EP2646627B1 EP 2646627 B1 EP2646627 B1 EP 2646627B1 EP 11796605 A EP11796605 A EP 11796605A EP 2646627 B1 EP2646627 B1 EP 2646627B1
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EP
European Patent Office
Prior art keywords
reinforced concrete
elements
loops
insulating body
bending pressure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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EP11796605.1A
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German (de)
English (en)
French (fr)
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EP2646627A1 (de
Inventor
Martin Ritter
Lutz Sparowitz
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.)
AVI Alpenlaendische Veredelungs Industrie GmbH
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AVI Alpenlaendische Veredelungs Industrie GmbH
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Application filed by AVI Alpenlaendische Veredelungs Industrie GmbH filed Critical AVI Alpenlaendische Veredelungs Industrie GmbH
Publication of EP2646627A1 publication Critical patent/EP2646627A1/de
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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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging

Definitions

  • the invention relates to a device for connecting reinforced concrete slabs to a wall or ceiling construction made of reinforced concrete, with an insulating body for thermal insulation and a reinforcement member having tensile and pressure reinforcing elements.
  • the publication EP 2 138 641 A2 discloses such a device.
  • the known products which are also referred to as "insulating baskets" have in common that the bending capacity decreases with increasing thermal resistance.
  • the recording The lateral force is realized differently in the products.
  • the lateral force is absorbed by stirrups.
  • Insulating baskets of the applicant have a frame construction which transmits both moments and shear forces.
  • Another solution consists in the arrangement of thrust plates, which are also decoupled from the torque transmission used to absorb the lateral force.
  • the transverse force transmission by means of brackets or shear plates has a positive effect on the deformation behavior, since negligible shear distortions occur as a result of the higher shear stiffness in the transition region.
  • an additional deformation from the transverse force component is always to be considered.
  • Systems that decouple moments and shear forces are generally preferred in terms of adaptation to the stresses.
  • a disadvantage of the known devices is generally the lack of decoupling the torque and shear force capacity and the complex production.
  • the invention aims to significantly improve the thermal insulation in the transition region of the insulating baskets and to increase the flexibility of the connection device so that similar to a modular system a variety of geometric constraints can be realized with one and the same product with simple assembly steps using high performance materials.
  • the product should be optimized to such an extent that the economy of the product can be increased by simple grading options to adapt to the respective load capacity requirements.
  • a connection device of the type specified in the introduction is characterized in that the reinforcement part closed loops of fiber plastic as Switzerlandbewehrungs institute and bending pressure-thrust elements with variable profiles of ultra-high-strength concrete (UHPFRC), wherein the horizontally arranged loops stored in the insulating body between the to be connected reinforced concrete slab and the wall or ceiling construction and the bending pressure thrust elements are integrated into the insulating body.
  • UHPFRC ultra-high-strength concrete
  • the closed loops of the tensile reinforcement element made of carbon fiber reinforced plastic (CFRP) or glass fiber reinforced plastic (GRP).
  • the bending pressure thrust elements consist of UHPFRC quality concrete.
  • Fig. 1 is a schematic side view of a device according to the invention
  • Fig. 2 is a principle front view of the device
  • Fig. 3 is a plan view of the device
  • Fig. 4 is another embodiment in plan view
  • Fig. 5 is a principle perspective view
  • Fig. 6 shows a cut and Fig. 7 a plan view of a development of the device according to the invention.
  • connection device for reinforced concrete slabs 1 shown in the drawings on a wall or ceiling construction 2 has an insulating body 3 for thermal insulation and a reinforcement part 4.
  • the reinforcement part 4 consists in the tension zone of closed loops 4 'of, for example, fiber plastic for connection to the plate reinforcement and in the bending pressure push zone of differently profiled elements 4 "made of ultra high performance concrete (UHPFRC - Ultra High Performance Fiber Reinforced Concrete) the loops 4 ' stand with U-shaped brackets 5 of the connection reinforcement engaged.
  • the invention Compared to stainless steel reinforcing bars, the invention enables lower cross-sectional areas and significantly reduced heat loss as well as a high adaptability to the load capacity due to different loop geometries.
  • an endless loop for example made of CFK or GFK
  • the production of the loop can in particular be carried out with longitudinally oriented fibers in the loop direction, which are wrapped by a 90 ° twisted fiber layer, whereby sufficiently high transverse compressive strength is achieved.
  • the formation of the loop allows power transmission despite the poor bond between the concrete and the loop.
  • the most important influencing parameters are the loop height and the loop radius. With these two sizes, the deflection stresses on the surrounding concrete and thus also the transverse compressive stress on the loop are controlled.
  • the UHPFRC pressure elements located at the extreme pressure edge provide a large internal lever arm which minimizes the forces acting on the supporting elements.
  • the 3 and 4 show differently trained connection devices according to the invention.
  • the thermal insulation performance can be significantly increased by the use of high performance materials UHPFRC and CFK / GFK.
  • these UHPFRC elements can be widened at the ends and preferably also profiled or provided with an upstanding triangular rib 4 '", in particular the Fig. 5 to 7 demonstrate. Through this "dog bone” shape, the heat conduction is kept low.
  • the construction according to the invention enables an economic gradation of the load capacity. For example, with a flexural strength in the range of, for example, 50 kNm / m, twice the equivalent thermal resistance (insulation thickness, e.g., 8 cm) over existing products is expected. These excellent properties result mainly from the use of materials with very high strengths, whereby small cross-sections are required and thus the heat-insulating body is only slightly weakened.
  • the invention is intended to enable use in passive houses.
  • a prerequisite for the passive house standard is an annual heating requirement of 15 kilowatt hours per m2 and year, which means a considerable energy saving compared to the low-energy house.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Finishing Walls (AREA)
EP11796605.1A 2010-11-30 2011-11-30 Einrichtung zum anschliessen von stahlbetonplatten an eine wand- oder deckenkonstruktion aus stahlbeton Active EP2646627B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT19902010A AT510798B1 (de) 2010-11-30 2010-11-30 Einrichtung zum anschliessen von stahlbetonplatten an eine wand- oder deckenkonstruktion aus stahlbeton
PCT/AT2011/000481 WO2012071596A1 (de) 2010-11-30 2011-11-30 Einrichtung zum anschliessen von stahlbetonplatten an eine wand- oder deckenkonstruktion aus stahlbeton

Publications (2)

Publication Number Publication Date
EP2646627A1 EP2646627A1 (de) 2013-10-09
EP2646627B1 true EP2646627B1 (de) 2015-07-22

Family

ID=45348956

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11796605.1A Active EP2646627B1 (de) 2010-11-30 2011-11-30 Einrichtung zum anschliessen von stahlbetonplatten an eine wand- oder deckenkonstruktion aus stahlbeton

Country Status (6)

Country Link
EP (1) EP2646627B1 (ru)
AT (1) AT510798B1 (ru)
ES (1) ES2549191T3 (ru)
RU (1) RU2552281C2 (ru)
UA (1) UA107143C2 (ru)
WO (1) WO2012071596A1 (ru)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2821558B1 (de) * 2013-07-03 2017-09-20 F.J. Aschwanden AG Bauteil zur wärmedämmenden Verbindung von zwei Gebäudeteilen
CZ2014549A3 (cs) * 2014-08-15 2016-02-17 Vysoké učení technické v Brně, Fakulta stavební Sestava prvků pro kotvení
DE102016113559A1 (de) 2016-07-22 2018-01-25 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE102016113558A1 (de) 2016-07-22 2018-01-25 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
EP3272958B1 (de) 2016-07-22 2020-04-01 SCHÖCK BAUTEILE GmbH Bauelement zur wärmedämmung
EP3656937B1 (de) 2018-11-21 2023-06-07 SCHÖCK BAUTEILE GmbH Bauelement zur wärmedämmung
CN110206190B (zh) * 2019-06-10 2020-12-22 安徽松之梦科技有限公司 一种预制钢筋混凝土剪力墙
CN110258848A (zh) * 2019-06-24 2019-09-20 南通大学 一种建筑节能cl复合剪力墙的施工方法

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0822299B1 (de) * 1996-07-30 2002-11-27 Basys AG Verbindungselement
DE19652165C2 (de) * 1996-12-05 1999-06-17 Syspro Gruppe Betonbauteile E Fertigbauteil für eine auskragende Balkonplatte
DE10102931A1 (de) * 2001-01-23 2002-07-25 Schoeck Entwicklungsgmbh Bauelement zur Wärmedämmung
ATE459764T1 (de) * 2001-12-20 2010-03-15 Sfs Locher Ag Kragplattenanschlusselement und kragplattenanschlussbaugruppe mit einer anzahl solcher kragplattenanschlusselementen
EP1680559B1 (de) * 2003-10-10 2009-12-23 Erico International Corporation Vorrichtung mit einem stab aus faserverstärktem kunststoff zur übertragung einer last durch eine wärmedämmschicht hindurch
EP2024580A1 (de) * 2006-05-30 2009-02-18 Technische Universität Wien Flächige beton-tragkonstruktion sowie verfahren zur herstellung derselben
DE502006001776D1 (de) * 2006-08-08 2008-11-20 Halfen Gmbh Thermisch isolierendes Bauelement
CH700251B1 (de) * 2007-10-08 2010-07-30 Pakon Ag Fertigbauteil zum Anschluss einer auskragenden Betonplatte an ein Betonbauwerk.
DE102008029701A1 (de) * 2008-06-24 2009-12-31 Schöck Bauteile GmbH Bauelement zur Wärmedämmung und Dämmmaterial für Bauanwendungen

Also Published As

Publication number Publication date
WO2012071596A1 (de) 2012-06-07
ES2549191T3 (es) 2015-10-23
AT510798B1 (de) 2012-12-15
AT510798A1 (de) 2012-06-15
RU2013129761A (ru) 2015-01-10
EP2646627A1 (de) 2013-10-09
UA107143C2 (ru) 2014-11-25
RU2552281C2 (ru) 2015-06-10

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