EP2103752A1 - Couverture - Google Patents

Couverture Download PDF

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Publication number
EP2103752A1
EP2103752A1 EP08405086A EP08405086A EP2103752A1 EP 2103752 A1 EP2103752 A1 EP 2103752A1 EP 08405086 A EP08405086 A EP 08405086A EP 08405086 A EP08405086 A EP 08405086A EP 2103752 A1 EP2103752 A1 EP 2103752A1
Authority
EP
European Patent Office
Prior art keywords
ceiling according
interface
bolts
obliquely
concrete layer
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
EP08405086A
Other languages
German (de)
English (en)
Other versions
EP2103752B1 (fr
Inventor
Hermann Blumer
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.)
Fensterfabrik Albisrieden AG
Original Assignee
Fensterfabrik Albisrieden AG
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 Fensterfabrik Albisrieden AG filed Critical Fensterfabrik Albisrieden AG
Priority to EP08405086A priority Critical patent/EP2103752B1/fr
Priority to PCT/EP2009/001943 priority patent/WO2009115286A1/fr
Publication of EP2103752A1 publication Critical patent/EP2103752A1/fr
Application granted granted Critical
Publication of EP2103752B1 publication Critical patent/EP2103752B1/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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/12—Load-carrying floor structures formed substantially of prefabricated units with wooden 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
    • E04B5/17—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
    • E04B5/17—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

Definitions

  • the invention relates to a blanket, e.g. an intermediate ceiling in a building according to the preamble of claim 1.
  • the invention is based on the object to provide a ceiling in which the concrete layer is surrounded by a wooden frame and the concrete layer is reliably connected to the same and is mainly supported by him. This object is solved by the features in the characterizing part of claim 1.
  • connection of the concrete layer to the frame in the inventive cover has proved to be extremely sustainable. In many cases, fractures occur even in the concrete layer itself rather than at the interface between the wooden frame and the concrete layer.
  • the compound can also be easily made from easily procurable, relatively cheap standard parts.
  • the blanket includes ( Fig. 1
  • the latter consists for example of straight beams 3 and corner pieces 4, which are each connected to two beams 3 in such a way that they enclose a right angle.
  • the connection between a beam 3 and a corner piece 4 adjoining the same is produced in each case by an inner connecting plate 5 and an outer connecting plate 6, which are respectively in adjoining recesses on the beam 3 and the corner piece 4 are.
  • the inner connecting plate 5 and the outer connecting plate 6 in turn are connected by round rods 7, each congruent adjoining transverse bores in the beam 3 or the corner piece 4 and the inner connecting plate 5 and the outer connecting plate 6, with the beam 3 and the corner piece 4.
  • the wood frame can also have a more complex shape than shown, with projections and projections, acute and obtuse angles and curved sections.
  • the concrete layer 1 can be reinforced. It can also be supported on the remote from the wooden frame 2 places.
  • the bar 3 consists ( Fig. 2 ) Each of a composite material with thin wood panels and is, for example, as shown formed as a multi-layer plate 8 or as a veneer layer board or plywood.
  • the corner pieces 4 are constructed similarly.
  • the beams 3 and the corner pieces 4 form a peripheral boundary surface 9, which in the example is piecewise flat and perpendicular and to which the wood panels of the beam 3 are parallel.
  • An edge surface of the concrete layer 1 immediately adjoins the interface 9.
  • the wooden frame 2 successively in the circumferential direction, groups 10 of connecting parts attached, each as a straight pin 11a -d (s. Fig. 2, 3rd , the concrete layer is in Fig. 2 only hinted at and in Fig. 3 omitted) are formed.
  • the bolts 11a-d are each formed as one-piece bolts, e.g. SFS WT-T 8.2x245.
  • Each of the bolts 11a-d has a tip thread 12 formed as a cutting thread.
  • a rear thread follows 13, which is pulled through to a head 14 and whose courses form a series of slightly oblique transverse grooves.
  • the head 14 is designed so that the engagement of a turning tool is possible, e.g. he is provided with a slot or other depression.
  • Each of the bolts 11a-d is provided with an anchoring portion extending from the tip to about the middle, i.
  • the rear end protrudes from the wooden beam 3 at the interface 9 and forms a holding portion that is completely embedded in the concrete layer 1.
  • the transverse grooves formed by the rear thread 13 thereby make a firm, in particular also tensile connection with the same safe.
  • a group 10 consists in each case of four bolts 11a-d, of which two bolts 11a, b are arranged perpendicular to the interface 9, ie horizontally aligned in the example and at a distance of between 10cm and 15cm, in the example of about 14cm, one above the other.
  • On the one side of the bolt 11a, b preferably by between 0.5 cm and 2.5 cm, in the example offset by about 1cm laterally, an obliquely upwardly facing, in a plane perpendicular to the boundary surface 9 bolt 11c arranged. He pierces the interface 9 on a lying in the middle between the height of the bolt 11 a and 11 b height and closes with it an angle of about 45 °.
  • the bolt 11a, b On the other side of the bolt 11a, b is, in the same way laterally offset as the bolt 11c, an obliquely downward pointing, also in a plane perpendicular to the boundary surface 9 bolt 11d attached. He pierces the interface 9 at about the same height as the obliquely upwardly directed bolt 11c and also encloses with it an angle of about 45 °.
  • the angles between the interface 9 and the pins 11c, 11d may deviate from 45 °, preferably between 30 ° and 60 °.
  • the wooden frame 2 is first constructed. It may be wholly or partially supported on an outer wall, which preferably also consists of wood, for example, arranged side by side vertical square posts. Subsequently, or even before assembly, the connecting parts are attached to the wooden frame 2, that is screwed in the example, the bolts 11a-d of the groups 10 by means of a suitable tool in the beam 3 and created a formwork, which in the usual way by means of supports on a floor or a already finished lower ceiling supported boards can be made, which are arranged at the height of the boundary surface 9 on the underside bordering the lower edge of the wooden frame 2.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP08405086A 2008-03-20 2008-03-20 Couverture Not-in-force EP2103752B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP08405086A EP2103752B1 (fr) 2008-03-20 2008-03-20 Couverture
PCT/EP2009/001943 WO2009115286A1 (fr) 2008-03-20 2009-03-17 Dalle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP08405086A EP2103752B1 (fr) 2008-03-20 2008-03-20 Couverture

Publications (2)

Publication Number Publication Date
EP2103752A1 true EP2103752A1 (fr) 2009-09-23
EP2103752B1 EP2103752B1 (fr) 2012-06-13

Family

ID=39650480

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08405086A Not-in-force EP2103752B1 (fr) 2008-03-20 2008-03-20 Couverture

Country Status (2)

Country Link
EP (1) EP2103752B1 (fr)
WO (1) WO2009115286A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3426857B1 (fr) * 2015-03-13 2022-09-28 Nevoga Immo S.r.o. Élément de construction en béton armé

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE353082C (de) 1922-05-12 A C Pohlmann Fa Hohle Bauplatte
DE1559438A1 (de) 1965-10-21 1969-10-16 Horst Schaefer Haus in Fertigbauweise
DE4029134A1 (de) * 1989-11-16 1991-05-23 Stadler Heerbrugg Holding Ag Verbundkonstruktion
EP1867799A2 (fr) * 2006-06-16 2007-12-19 Andrea Bonelli Panneau préfabriqué pour la fabrication de sols et toits
EP1947255A2 (fr) * 2007-01-17 2008-07-23 Pino Albanese Armature pour plaques de décoffrage

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE353082C (de) 1922-05-12 A C Pohlmann Fa Hohle Bauplatte
DE1559438A1 (de) 1965-10-21 1969-10-16 Horst Schaefer Haus in Fertigbauweise
DE4029134A1 (de) * 1989-11-16 1991-05-23 Stadler Heerbrugg Holding Ag Verbundkonstruktion
EP1867799A2 (fr) * 2006-06-16 2007-12-19 Andrea Bonelli Panneau préfabriqué pour la fabrication de sols et toits
EP1947255A2 (fr) * 2007-01-17 2008-07-23 Pino Albanese Armature pour plaques de décoffrage

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3426857B1 (fr) * 2015-03-13 2022-09-28 Nevoga Immo S.r.o. Élément de construction en béton armé

Also Published As

Publication number Publication date
WO2009115286A1 (fr) 2009-09-24
EP2103752B1 (fr) 2012-06-13

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