EP2642035B1 - Ancrages pour la fixation de parois préfabriquées de maison à ossature bois sur une dalle de béton - Google Patents

Ancrages pour la fixation de parois préfabriquées de maison à ossature bois sur une dalle de béton Download PDF

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Publication number
EP2642035B1
EP2642035B1 EP13001467.3A EP13001467A EP2642035B1 EP 2642035 B1 EP2642035 B1 EP 2642035B1 EP 13001467 A EP13001467 A EP 13001467A EP 2642035 B1 EP2642035 B1 EP 2642035B1
Authority
EP
European Patent Office
Prior art keywords
adjustment
concrete slab
bracket
threshold
tie rod
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.)
Active
Application number
EP13001467.3A
Other languages
German (de)
English (en)
Other versions
EP2642035A2 (fr
EP2642035A3 (fr
Inventor
Gerhard Kälber
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.)
Gh Baubeschlaege GmbH
Original Assignee
Gh Baubeschlage 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
Priority claimed from DE201210104748 external-priority patent/DE102012104748A1/de
Application filed by Gh Baubeschlage GmbH filed Critical Gh Baubeschlage GmbH
Priority to PL13001467T priority Critical patent/PL2642035T3/pl
Publication of EP2642035A2 publication Critical patent/EP2642035A2/fr
Publication of EP2642035A3 publication Critical patent/EP2642035A3/fr
Application granted granted Critical
Publication of EP2642035B1 publication Critical patent/EP2642035B1/fr
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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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/268—Connection to foundations
    • E04B2001/2684—Connection to foundations with metal connectors

Definitions

  • the invention relates to a compound of a frame of horizontally oriented sleepers with vertical uprights mounted thereon by means of vertically adjustable tie rods for attaching prefabricated house walls in timber stand construction with a concrete slab according to the preamble of claim 1.
  • tie rods are inserted flush in recesses in the outside of the wall and are connected to one of the uprights, the tie rods being connected by a horizontal leg to the concrete slab.
  • the wall is delivered to the construction site as a prefabricated unit where it is connected to the concrete slab. Since the concrete slab is not a clearly aligned base surface, the wall must be aligned on the construction site. For this purpose, shims or the like are used, with which the wall is aligned horizontally. The spait resulting from the alignment is then filled with swelling mortar.
  • the known connection therefore provides tie rods which ensure a firm connection of the wall to the concrete slab.
  • this additional attachment of the frame with the concrete slab is not sufficient because the horizontal leg of the tie rod is connected directly to the concrete slab and consequently transmits the unevenness of the top of the concrete slab to the threshold of the wall.
  • the tie rods improve the grip of the sleepers on the concrete slab, they are not suitable for ensuring the horizontal alignment of the sleepers on the concrete slab, as the known tie rods can not bridge the gap created when the walls are horizontally aligned.
  • the horizontal leg is part of a separate adjustment angle, which with its vertical leg in the direction of the concrete slab vertically adjustable in increments, can be fixed and connected to the tie rod.
  • the distance between the mounting surface of the horizontal leg of the separate adjustment angle can be optimally adapted to the conditions of the concrete slab.
  • the fine steps are so small that the setting can be reduced to a size that has no influence on the orientation of the thresholds to the concrete slab.
  • the fine adjustment of the adjusting angle on the tie rod is achieved in that the vertical leg has an aligned in adjustment slot with Verstellan accountsn that in the slot an adjusted adjustment part is inserted, which is connected to the tie rod or connectable.
  • the adjustment can be held on the tie rod non-rotatably via two pins.
  • the adjustment is aligned with the slot in the vertical leg of the separate adjustment.
  • the fixing pins may be formed as threaded bolts, which are screwed into a threaded receptacle of the tie rod and inserted into fixing receptacles of the adjusting part.
  • a pressure plate On the horizontal leg of the adjusting part, a pressure plate can be supported, which is provided with a mounting hole for a fastening screw for connection to the concrete slab.
  • the tie rod is aligned parallel to the outside of the threshold and is with the mounting leg perpendicular to the outside of the threshold.
  • the recess in the threshold corresponds to the width of the tie rod.
  • the sleepers and the uprights are parts of a prefabricated house and aligned horizontally on the concrete slab by means of shims and the like.
  • Fig. 1 is the horizontal threshold 10 shown with a vertically mounted thereon stand 12, which may be parts of a prefabricated prefabricated house wall.
  • a recess 11 is introduced, which is matched in width to the width of a tie rod 20.
  • the depth of the recess 11 may be greater than the thickness of the tie rod 20, which is flush with its lower edge with the bottom of the threshold 10 closes or is reset relative to the lower edge of the threshold 10.
  • a mounting plate 21 is angled at right angles, which is provided with a number of mounting holes 22. About these mounting holes 22, the mounting plate 21 can be attached to the perpendicular to the outside of the threshold 10 extending side wall of the stator 12.
  • an additional adjustment angle 30 is provided, which can be adjusted in fine increments on the tie rod 20.
  • the tie rod 20 carries an adjustment part 35, which can be connected against rotation with two fixing pins 25 and the bores 24 with the tie rod 20.
  • the fixing pins 25 may be formed as threaded bolts and screwed into the threaded holes 24.
  • the adjusting part 35 is provided with holes 36 into which the fixing pins 25 are inserted, so that the bore 37 of the adjusting part 35 is aligned with the bore 23 in the tie rod 20.
  • the attachment of the adjustment 35 on the tie rod 20 may also be different.
  • the adjustment angle 30 can be plugged with its slot 33 in different positions on the adjustment part 35, so that different distances between the underside of the threshold 10 and the underside of the horizontal leg 32 of the adjustment angle 30 are adjustable.
  • the slot 33 in the vertical leg 31 and the adjustment part 35 have on the vertical sides of lugs and depressions, which define the stages of adjustment. They are only mm and therefore allow an exact alignment of the attachment point of the horizontal leg 32 to the concrete slab.
  • the leg 32 carries a mounting hole 34 for a fastening screw. With the fastening screw 42 and the pressure plate 40, the adjustment angle 30 can be connected to the tie rod 20.
  • the pressure plate 40 has a bore 41.
  • the adjustment angle 30 can be adjusted to the adjustment part 35, that the bottom of the horizontal leg 32 rests on the concrete slab. After connection, the threshold 10 is thus without affecting alignment firmly connect to the concrete slab to produce an optimal grip of the threshold 10 on the concrete slab.
  • the adjusting part 35 can be inserted into an adapted receptacle 38 of the tie rod 20.
  • the adjusting member 35 has a greater strength than the thickness of the tie rod 20, so that in the connecting position, the adjusting part 35 partially protruding from the receptacle 38 in the tie rod 20.
  • the adjustment angle 30 can be plugged with the slot 33 in different positions on the adjustment part 35 and so the distance between the bottom of the horizontal leg 32 and the underside of the threshold 10 can be changed. The adjustment takes place in small steps.
  • Fig. 3 the initial state of the connection is shown.
  • the leg 32 of the adjusting 30 terminates with the bottom of the threshold 10, as well as the wall element 50th
  • Fig. 5 It can be seen that here the fastening screw 42 is introduced from the rear during assembly in the tie rod 20. By a square on the screw head, which locks in the tie rod 20, a spin on later tightening the nut 47 can be prevented, such as Fig. 5 shows.
  • a threaded rod 42 on the tie rod 20 z. B. are fixed by welding, which also prevents a spin when screwing the mounting nut 47.
  • another variant for connecting the pressure plate to the adjusting angle 30 is visible.
  • This variant shows the horizontal leg 32 with the bolts 36 and the pressure plate 45 with the holes 48 which receive the bolts 36.
  • the fastening screw 42 or the threaded rod 42 passes through the bore 37 in the slot 33 of the vertical leg 31 of the adjustment 35 used and through the bore 41 of the pressure plate 40.
  • the nut 47 connects these parts firmly with the tie rod 20.
  • Die additional pressure plate 45 with the mounting holes 48 is connected to the Stif th 36 in the horizontal leg 32 of the adjusting 30.
  • the additional pressure plate 45 is connected to the concrete slab.
  • a continuously height-adjustable tie rod 20 is used, in which the adjustment angle 30 is fastened via the fastening screw 42 on the tie rod 20.
  • the fastening screw 42 in the slot-shaped receptacle 52 of the tie rod 20 is continuously adjustable and so the distance to the concrete slab exactly adjustable.
  • the receptacle 11 in the threshold 10 is adapted to the lower end of the tie rod 20 and the hammer head screw 42. Introduced through the recess 11a of the wall 50 vertical leg 31 of the adjustment angle 30 rests on the end faces of the surfaces 49 and causes after connection to the concrete slab automatically a tensile force, which ensures the set position of the tie rod 20.
  • the fastening screw 42 On the fastening screw 42, after passing through the bore 51, a leg 31 of the adjusting angle 30, a conical washer 44 and the nut 47 is applied and made the connection.
  • the mounting holes 34 in the horizontal leg 32 of the adjusting 30 are formed as a disc.
  • the fastening screw 42 which is designed as a hammer head screw, from the front through the opening 52nd introduced and then rotated so that the screw head of the screw 42 is locked in the slot 52 of the tie rod 20. This allows the nut 47 to be tightened.
  • the non-inventive embodiment of the compound according to Fig. 7 represents a tie rod 20 which is inextricably connected by means of a bolt-setting device with the tie rod 20.
  • white the parts of the tie rod 20 or the vertical leg 31 of the adjustment angle 30 marks, imprints or holes on to comply with required minimum edge distances on the tie rod 20 and the vertical tavern 31.
  • a fastening screw into which the hole 23 of the tie rod 20 is screwed and before the setting of the bolt 60 and thus a desired default of the adjustment angle 30 are effected. This default is firmly connected by setting the bolt 60 and thus complied with.
  • the receptacle 33 in the vertical leg 31 of the adjustment angle 30 is formed as a vertical slot, which allows a continuous pre-setting by screwing the tie rod 20 with the vertical leg 31 of the adjustment 30.
  • a height-adjustable tie rod is shown by the connection on a wedge-shaped surface is infinitely adjustable and connectable.
  • a tie rod 20 is shown, which has teeth 70 at the lower end, which can be connected to the vertical leg of the adjusting angle 31, which also has teeth.
  • the tie rod 20 and the leg of the adjusting angle 31 are contracted with a screw, so that an unintentional vertical adjustment of the Adjusting angle can be excluded. It can also be taken as a hammer head screw connection means. In order to achieve a higher or more uniform contact pressure, the slot can also be formed double, so that the connection is held together with two screws. The adjustment angle can also be positioned in front of the tie rod. The teeth must then be matched accordingly.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Claims (7)

  1. Assemblage d'une ossature constituée de traverses orientées horizontalement (10) avec des montants verticaux (12) fixés sur celles-ci au moyen de tirants d'ancrage (20) sur une dalle en béton, dans lequel les tirants d'ancrage (20) sont montés sur le côté extérieur de l'ossature et sont assemblés à l'un des montants (12), et dans lequel les tirants d'ancrage (20) sont assemblés à la dalle de béton avec une aile horizontale (32),
    caractérisé en ce
    que l'aile horizontale (32) est une partie d'une cornière de réglage séparée (30) qui peut être finement réglée à la verticale en direction de la dalle de béton avec son aile verticale (31), peut être bloquée et être assemblée au tirant d'ancrage (20),
    l'aile verticale (31) comportant une fente (33) orientée dans une direction de réglage avec des saillies et des creux de réglage,
    qu'une pièce de réglage (35) adaptée à la fente (33) peut être introduite dans celle-ci, laquelle pièce de réglage est ou peut être assemblée au tirant d'ancrage (20),
    et que la fente (33) comporte des saillies et des évidements dans l'aile verticale (31) et la pièce de réglage (35) comporte des saillies et des évidements sur les côtés verticaux, lesquels saillies et évidements définissent des pas de réglage de la cornière de réglage (30) par rapport à la pièce de réglage (35),
    et qu'une tige filetée (42) est fixement soudée au tirant d'ancrage (20), la tige filetée (42) étant insérée à travers le trou (37) de la pièce de réglage (35) et recouverte d'une plaque de pression (40), et que sur la partie de la tige filetée (42) faisant saillie à partir de la plaque de pression (40) est vissé un écrou (47), et cet assemblage vissé assemble la cornière de réglage (30) au tirant d'ancrage (20).
  2. Assemblage selon la revendication 1,
    caractérisé en ce
    qu'une plaque de pression (45) est supportée sur l'aile horizontale (32) de la pièce de réglage (30), laquelle plaque de pression est munie d'un trou de fixation (46) pour une vis de fixation pour l'assemblage avec la dalle de béton.
  3. Assemblage selon les revendications 1 et 2,
    caractérisé en ce
    que le tirant d'ancrage (20) est orienté parallèlement au côté extérieur de la traverse (10) et est coudé avec l'aile de fixation (21) par rapport au côté extérieur de la traverse (10).
  4. Assemblage selon les revendications 1 à 3,
    caractérisé en ce
    que le tirant d'ancrage (20) est inséré dans le côté extérieur de l'ossature dans des évidements (11) de manière non saillante ou affleurant avec un côté inférieur et une surface de paroi de celle-ci, et l'évidement (11) dans la traverse (10) correspond à la largeur du tirant d'ancrage (20).
  5. Assemblage selon les revendications 1 à 4,
    caractérisé en ce
    que la traverse (10) de l'ossature et les montants (12) sont des parties d'une maison préfabriquée.
  6. Assemblage selon les revendications 1 à 5,
    caractérisé en ce
    qu'avant le montage de la cornière de réglage (30) sur le tirant d'ancrage (20), la cornière de réglage (30) peut être orientée horizontalement sur la dalle de béton au moyen d'encoches et analogues.
  7. Assemblage selon les revendications 1 à 6,
    caractérisé en ce
    que la cornière de réglage (30) comporte au moins un trou de fixation (34) dans l'aile horizontale (32), un boulon (36) s'engageant dans le trou de fixation (48) d'une plaque de pression supplémentaire (45).
EP13001467.3A 2012-03-22 2013-03-21 Ancrages pour la fixation de parois préfabriquées de maison à ossature bois sur une dalle de béton Active EP2642035B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL13001467T PL2642035T3 (pl) 2012-03-22 2013-03-21 Kotwy do mocowania gotowych ścian budynków o konstrukcji szkieletowej na betonowej płycie

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102012005848 2012-03-22
DE201210104748 DE102012104748A1 (de) 2012-06-01 2012-06-01 Verbindung eines Rahmens aus horizontal ausgerichteten Schwellen mit darauf befestigten vertikalen Ständern mittels vertikal-verstellbaren Zugankern zum Befestigen von Fertighauswänden in Holzständerbauweise auf einer Betonplatte

Publications (3)

Publication Number Publication Date
EP2642035A2 EP2642035A2 (fr) 2013-09-25
EP2642035A3 EP2642035A3 (fr) 2014-09-03
EP2642035B1 true EP2642035B1 (fr) 2016-11-02

Family

ID=48050375

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13001467.3A Active EP2642035B1 (fr) 2012-03-22 2013-03-21 Ancrages pour la fixation de parois préfabriquées de maison à ossature bois sur une dalle de béton

Country Status (5)

Country Link
EP (1) EP2642035B1 (fr)
DE (1) DE202013002457U1 (fr)
DK (1) DK2642035T3 (fr)
LT (1) LT2642035T (fr)
PL (1) PL2642035T3 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102017118546B4 (de) * 2017-08-15 2019-06-27 Romeo Gündling Wandaufbau mit einem tragenden Ständerwerk
CN110284732B (zh) * 2019-06-13 2024-02-27 中国矿业大学 一种模块化集装箱建筑连接节点
EP3854958B1 (fr) * 2020-01-24 2024-04-03 Escaffre Production Pièce de clavetage, utilisation de cette pièce et procédé d'ancrage d'un panneau bois de construction
CN111663661B (zh) * 2020-06-28 2021-07-20 大连阔森特新型建材有限公司 一种建筑用抗拔连接件及其安装方法

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2242722A (en) * 1990-03-30 1991-10-09 Harris And Edgar Limited Adjustment means
DE9416555U1 (de) * 1994-10-14 1994-12-08 Siems Bertram Fenstermontagestütze
GB2376729B (en) * 2001-06-19 2004-03-31 Hadley Ind Plc Structural assembly
DE20118342U1 (de) 2001-11-12 2002-04-11 Bmf Simpson Gmbh Metall-Zugverbinder insbesondere zum Befestigen von Wandelementen im Fertighausbau
DE202005003904U1 (de) 2005-03-11 2005-06-02 Bohrenkämper, Gustav Verbindung eines beplankten Holzrahmens mit einer Gebäudedecke
DE202008008405U1 (de) * 2008-06-23 2008-09-04 Simpson Strong-Tie Gmbh Verbindungsbeschlag
DE202010002713U1 (de) * 2010-02-24 2010-07-01 Bierbach Gmbh & Co. Kg, Befestigungstechnik Zugankerelement

Also Published As

Publication number Publication date
EP2642035A2 (fr) 2013-09-25
DE202013002457U1 (de) 2013-04-16
EP2642035A3 (fr) 2014-09-03
DK2642035T3 (en) 2017-02-06
PL2642035T3 (pl) 2017-06-30
LT2642035T (lt) 2017-04-25

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