EP1860246A2 - Elément de construction pour isolation thermique - Google Patents

Elément de construction pour isolation thermique Download PDF

Info

Publication number
EP1860246A2
EP1860246A2 EP07001938A EP07001938A EP1860246A2 EP 1860246 A2 EP1860246 A2 EP 1860246A2 EP 07001938 A EP07001938 A EP 07001938A EP 07001938 A EP07001938 A EP 07001938A EP 1860246 A2 EP1860246 A2 EP 1860246A2
Authority
EP
European Patent Office
Prior art keywords
component
insulating body
thermal insulation
foot
reinforcement
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
EP07001938A
Other languages
German (de)
English (en)
Other versions
EP1860246B1 (fr
EP1860246A3 (fr
Inventor
Hubert Fritschi
Yasufumi Tobishima
Noboru Ishii
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.)
Schoeck Bauteile GmbH
Original Assignee
Schoeck Bauteile GmbH
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 Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Publication of EP1860246A2 publication Critical patent/EP1860246A2/fr
Publication of EP1860246A3 publication Critical patent/EP1860246A3/fr
Application granted granted Critical
Publication of EP1860246B1 publication Critical patent/EP1860246B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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 component for thermal insulation between two building parts, in particular between a building ceiling or wall and a projecting towards the building component, such as a balcony, at least consisting of an insulating body and the insulating body passing through and connected to each of the two components reinforcing elements.
  • the components for thermal insulation with a predetermined grid of the reinforcing elements, ie with standardized spacing of the individual reinforcing elements produced and installed to each other, so that it is obvious that it is easy to collisions in the connection area of the said reinforced concrete beams, as the reinforcement of the reinforced concrete beams even another grid, that is, has a different mutual distance.
  • the object of the present invention is to provide a thermal insulation component which allows adaptation on the construction site to the reinforcement of an adjacent component by variability of its construction.
  • the insulating body is composed of at least three separate parts, such that it has a lower, extending over the entire length of the component foot part, that it has a vertically above the foot part arranged and the reinforcing elements exhibiting reinforcement part wherein the reinforcement part has a smaller horizontal length than the foot part, and that it has at least one compensating part which can be positioned horizontally next to the reinforcement part and vertically above the foot part in the insulating body plane.
  • the foot can be positioned as a placeholder in the aforementioned connection area of reinforced concrete beams or other connection-critical components, since the foot has no in the collision critical building component projecting reinforcement element.
  • the area above the acting as a placeholder foot is provided for the reinforcement part on the one hand and at least one compensation part on the other hand, wherein the reinforcement part and the one or more balancing parts have an overall length corresponding to the length of the foot part. Accordingly, the reinforcement part is shorter than the foot part and can thus be in the entire length range of the foot as long move until it can be threaded into the respective reinforcement of the collision critical subsequent component, ie in particular in the reinforcement of the adjacent reinforced concrete beams, wherein the reinforcement member in the same vertical plane is arranged like the foot part.
  • the length of the foot part still missing length of the reinforcement part is compensated for by one or more compensation parts are added.
  • the foot part and the reinforcement part and the or the compensating parts form an insulating body whose longitudinal extension corresponds to the longitudinal extent of the foot part and whose height corresponds to the total height of the foot part and reinforcement part or compensation part.
  • This modular design of the insulator makes it possible to avoid manual, in the substance of the insulator intersecting cutting and adjustment work on the site, the use of conventional components for thermal insulation with a given reinforcing element grid would be required.
  • the device for thermal insulation with modular insulator is used only in the described collision critical connection area, while the other areas can be equipped with conventional thermal insulation elements with fixed preset reinforcing element grid, which usually results in the respective length of both types of components from the blueprints and also not must first be set at the construction site.
  • the modular insulating body which preferably has only one provided with reinforcements and thus collision critical area, namely the reinforcement part, while the foot part and compensation part or balancing parts without reinforcement or at least without projecting into the collision critical component reinforcement, it is even possible, precast concrete parts , which consist of a prefabricated slab with attached insulator, to use for these purposes, ie in particular for reinforced concrete beam ceilings.
  • precast concrete parts which consist of a prefabricated slab with attached insulator, to use for these purposes, ie in particular for reinforced concrete beam ceilings.
  • only one foot part of the aforementioned modular insulating body must be added to the prefabricated slab in the collision-critical connection area, in which case the exact positioning of the reinforcement part and of the balancing part or the balancing parts can take place on site at the construction site.
  • a partial aspect essential to the invention also extends to a precast concrete element, which consists of a precast slab with attached insulator, wherein the attached insulator consists of a foot part of the aforementioned device according to the invention for thermal insulation, so that the attached insulating body is provided with a reinforcement part and a compensation part to be combined with the said thermal insulation component.
  • the foot part - as already mentioned above - can exert its placeholder function already in the precast plant, it is particularly advantageous if the foot part has a height of a precast slab approximately corresponding height, the precast slab as a projecting relative to the building and the component for thermal insulation connectable component, in particular serves as part of a balcony slab.
  • the foot part disturbs neither the manufacturing process of the precast slab, where it usually can act as a lost formwork for producing the precast slab, nor does it affect the height available for the reinforcing elements in the region of the insulating sprung reinforcement part to be arranged above in one critical dimensions.
  • the foot has one of the lower pressure zone of the device in the installed state in approximately corresponding vertical height. This measure takes into account the fact that the reinforcement part usually no thrust bearing is included and that it is therefore sufficient if the reinforcement member does not extend down to the pressure zone and this pressure zone can thus be reserved for the footboard.
  • the foot part expediently has a vertical height which is approximately between one-quarter and one-half of the overall height of the component, and in particular between one-third and one-half.
  • the height is approximately between 16 and 25 cm
  • the vertical height of the foot thus approximately between 5 cm and 10 cm and in particular about 8 cm.
  • a particular advantage of the components according to the invention for thermal insulation can be achieved by exploiting the already different from the conventional components for thermal insulation assembly with reinforcing elements that you provide this component for thermal insulation for completely different types of stress: Since conventional components for thermal insulation only from upper Switzerlandbewehrungsommen, consisting of lower pressure reinforcing elements and approximately in the central region obliquely from top to bottom extending transverse force elements, but these are not necessarily designed to withstand earthquake force and moment loads stand, offers itself by these novel components for thermal insulation the advantage To equip them with other or other reinforcing elements that are designed for seismic loads.
  • the reinforcement part of the device according to the invention for thermal insulation provided for earthquake loads transverse force elements, in particular transverse force rods, which - like conventional transverse force elements of conventional thermal insulation elements - extend obliquely through the insulator and are bent at their insulator exit areas such in that they protrude substantially perpendicularly with respect to the insulating body.
  • transverse force elements which extend in the horizontal plane, in particular approximately in the upper region of the reinforcement part, it being sensible to provide two mutually mirror-inverted transverse force elements together which hold a transverse force in both horizontal directions along the level of the insulator should, ie a force direction, which is not completely critical in the conventional static loads of such devices in the rule.
  • the lateral force elements extend approximately over something less than the width of the reinforcement part, wherein they extend approximately at an angle of preferably 45 ° to the insulator longitudinal axis through the insulating body.
  • the reinforcement part of the insulating body has transverse force elements which extend in a conventional manner in the vertical plane, wherein they then extend approximately over slightly less than the height of the reinforcement part.
  • Another important burden caused by earthquakes consists of a tilting moment about the horizontal longitudinal axis lsolier Sciences, but directed upwards, for example, by a cantilever balcony plate not - as in the normal load case - by their weight down a torque causes, but in the opposite direction .
  • the reinforcement part it is expedient for the reinforcement part to have tensile force elements provided in its lower region for seismic loads, in particular tension rods which project in the horizontal direction with respect to the reinforcement part.
  • These traction elements are also used to intercept purely horizontal loads perpendicular to the Isolierête through which - by different degrees of acceleration of the two adjacent components - both components are pulled apart.
  • the reinforcement elements of the thermal insulation element extend substantially on the precast slab side of the thermal insulation element in the area above the precast slab. This ensures that the reinforcement elements to be installed together with the reinforcement part of the insulating body need not already be cast in the precast unit in the precast unit, but in fact can only be added to the construction site with exact adaptation to the respective connection conditions.
  • conventional structural elements for thermal insulation of the second type be added to the precast concrete element are that consist of a not according to the invention, ie non-modular insulating body with integrated reinforcing elements, and that their integrated reinforcing elements consist of connected to the precast plate thrust bearings, extending in the region above the precast plate in the horizontal direction tensile bars and at least partially by the precast plate transverse shear bars.
  • these components of the second type consist of the conventional thermal insulation components, which absorb the essential train -, pressure and shear forces serve.
  • the conventional devices 2 consist of an insulating body 3 and reinforcing elements in the form of upper extending in the horizontal direction tension rods 4, lower approximately flush with the insulating body final pressure bearings 5 and obliquely from These reinforcing elements are - as is apparent from Figure 1 - arranged according to a predetermined and adapted to the respective loads grid.
  • the insulating body of such a thermal insulation component 2 is usually divided in the horizontal direction in the region of the reinforcing elements in order to facilitate the positioning of the reinforcing elements.
  • the construction of the component 1 according to the invention for thermal insulation 1 is apparent from FIGS. 2 to 5:
  • the component 1 has a modular insulating body 7 which comprises a lower insulating body foot 8 extending over the entire component length L, an insulating body arranged above it.
  • Reinforcing part 9 and two also arranged over the foot part 8 insulator compensation parts 10, 11 consists.
  • the reinforcement part 9 has a reduced length M relative to the length L of the foot part 8
  • the compensation parts 10, 11 have a further reduced length N or P relative to the length L of the foot part 8, the total length being made up of the lengths M of the length Reinforcing part 9, the length N of the compensating part 10 and the length P of the compensating part 11 together the length L of the foot part 8 results.
  • the position of the reinforcement part 9 and the balancing parts 10, 11 is variable:
  • the balancing parts 10, 11 have - as well as the foot part 8 - no own reinforcement elements and can thus be positioned without consideration of any connection components.
  • the reinforcement member 9 reinforcing elements 13 in the form of lower tie rods 12, extending in a horizontal plane transverse force rods 14, 15 and extending in a vertical plane transverse force bars 16 which protrude relative to the reinforcement member 9 in the direction of the adjacent thereto components.
  • FIGS. 2 and 3 the balancing parts 10, 11 are arranged on both sides of the reinforcement part 9;
  • Figures 4 and 5 show a constellation in which the balancing parts 10, 11 are arranged on only one side of the reinforcement member 9 to fill the left there large gap to the right component 2, after the reinforcement member 9 rests directly on the left component 2.
  • the foot part 8 has a height which corresponds to the height of a prefabricated panel B 'constituting the structural element B (the height of the prefabricated panel B' is indicated by a dashed line in FIGS 18 indicated); but it is of course also possible that the foot has a different height or that no prefabricated panel is used.
  • the present invention provides the advantage of providing a thermal insulation component that allows a collision-free connection of the device to a connection reinforcement by modular construction of its insulating without this would affect the manufacturability in a precast plant or the assembly process on the site; instead, a lower foot member provided as a spacer between two adjacent, optionally conventional thermal insulation members is used, and a reinforcing member having a shorter length than the foot member and so can be slid over the entire region of the foot member to set the optimum collision-free position; the gaps left between the reinforcement part and the adjacent components are then filled by counterbalancing parts, the total length of reinforcement part and compensating parts used corresponding to the length of the foot part.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Insulated Conductors (AREA)
  • Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)
EP07001938A 2006-03-09 2007-01-30 Elément de construction pour isolation thermique Not-in-force EP1860246B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102006011335A DE102006011335A1 (de) 2006-03-09 2006-03-09 Bauelement zur Wärmedämmung

Publications (3)

Publication Number Publication Date
EP1860246A2 true EP1860246A2 (fr) 2007-11-28
EP1860246A3 EP1860246A3 (fr) 2007-12-05
EP1860246B1 EP1860246B1 (fr) 2009-10-14

Family

ID=38336086

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07001938A Not-in-force EP1860246B1 (fr) 2006-03-09 2007-01-30 Elément de construction pour isolation thermique

Country Status (4)

Country Link
EP (1) EP1860246B1 (fr)
JP (1) JP4660669B2 (fr)
AT (1) ATE445743T1 (fr)
DE (2) DE102006011335A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE112016005118T5 (de) 2016-03-04 2018-12-13 Valeriy Nikolaevich Nikolaev Vorform für Fertigung der bewehrten belasteten Betonträger

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL3385462T3 (pl) * 2017-04-05 2020-11-16 Halfen Gmbh Termoizolacyjny element budowlany
CN111321801B (zh) * 2018-12-14 2023-08-01 力维拓有限责任公司 建筑和用于安装在建筑的分隔缝中的热绝缘的结构元件

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19652165A1 (de) * 1996-12-05 1998-06-18 Syspro Gruppe Betonbauteile E Fertigbauteil für eine auskragende Balkonplatte
WO2000047834A1 (fr) * 1999-02-12 2000-08-17 Avi Alpenländische Veredelungs-Industrie Gesellschaft M.B.H. Dispositif permettant de poser des dalles en console sur une paroi ou un plafond
DE19947912A1 (de) * 1999-10-06 2001-05-17 Fingerling Karl Heinz Bauelement zur Anbringung eines außerhalb einer isolierenden Gebäudehülle befindlichen Bauteiles an einem innerhalb der isolierenden Gebäudehülle befindlichen Verankerungselelment
EP1564336A1 (fr) * 2004-02-11 2005-08-17 HALFEN GmbH & CO. Kommanditgesellschaft Elément de construction thermo-isolant

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT395622B (de) * 1989-06-05 1993-02-25 Josef Fuhs Bewehrung fuer den anschluss einer balkonplatte
JPH0713169Y2 (ja) * 1990-03-27 1995-03-29 ウシオ電機株式会社 ショートアーク型放電灯
AT1144U1 (de) * 1995-07-10 1996-11-25 Hako Bautechnik Ges M B H Wärmedämmendes anschlussstück
DE19640652A1 (de) * 1996-10-02 1998-04-09 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
DE10130866A1 (de) * 2001-06-22 2003-01-02 Schoeck Entwicklungsgmbh Bauelement zur Wärmedämmung
JP3121654U (ja) * 2006-02-16 2006-05-25 株式会社テスク 片持ち支持バルコニー構築用ｚ筋パネル、及びバルコニーを備えた外壁構造

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19652165A1 (de) * 1996-12-05 1998-06-18 Syspro Gruppe Betonbauteile E Fertigbauteil für eine auskragende Balkonplatte
WO2000047834A1 (fr) * 1999-02-12 2000-08-17 Avi Alpenländische Veredelungs-Industrie Gesellschaft M.B.H. Dispositif permettant de poser des dalles en console sur une paroi ou un plafond
DE19947912A1 (de) * 1999-10-06 2001-05-17 Fingerling Karl Heinz Bauelement zur Anbringung eines außerhalb einer isolierenden Gebäudehülle befindlichen Bauteiles an einem innerhalb der isolierenden Gebäudehülle befindlichen Verankerungselelment
EP1564336A1 (fr) * 2004-02-11 2005-08-17 HALFEN GmbH & CO. Kommanditgesellschaft Elément de construction thermo-isolant

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE112016005118T5 (de) 2016-03-04 2018-12-13 Valeriy Nikolaevich Nikolaev Vorform für Fertigung der bewehrten belasteten Betonträger

Also Published As

Publication number Publication date
DE102006011335A1 (de) 2007-09-13
ATE445743T1 (de) 2009-10-15
EP1860246B1 (fr) 2009-10-14
JP2007239449A (ja) 2007-09-20
DE502007001713D1 (de) 2009-11-26
JP4660669B2 (ja) 2011-03-30
EP1860246A3 (fr) 2007-12-05

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