EP2149653A2 - Coffrage de rebord de mur pour une plaque de sol en béton pour un coffrage simple et procédé de montage du coffrage - Google Patents

Coffrage de rebord de mur pour une plaque de sol en béton pour un coffrage simple et procédé de montage du coffrage Download PDF

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Publication number
EP2149653A2
EP2149653A2 EP09008236A EP09008236A EP2149653A2 EP 2149653 A2 EP2149653 A2 EP 2149653A2 EP 09008236 A EP09008236 A EP 09008236A EP 09008236 A EP09008236 A EP 09008236A EP 2149653 A2 EP2149653 A2 EP 2149653A2
Authority
EP
European Patent Office
Prior art keywords
formwork
holder
bottom plate
reinforcement
wandrandabschalung
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
EP09008236A
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German (de)
English (en)
Other versions
EP2149653B1 (fr
EP2149653A3 (fr
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.)
Dingler Gerhard
Original Assignee
Dingler Gerhard
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Filing date
Publication date
Application filed by Dingler Gerhard filed Critical Dingler Gerhard
Publication of EP2149653A2 publication Critical patent/EP2149653A2/fr
Publication of EP2149653A3 publication Critical patent/EP2149653A3/fr
Application granted granted Critical
Publication of EP2149653B1 publication Critical patent/EP2149653B1/fr
Not-in-force legal-status Critical Current
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/064—Spacers placed on the bottom of the mould

Definitions

  • the invention relates to a Wandrandabschalung for casting a concrete floor slab for erecting a one-sided formwork.
  • the invention also relates to a method for erecting a one-sided wall formwork with formwork panels and support blocks on a concrete floor slab.
  • One-sided formwork is used in the manufacture of reinforced concrete components that are accessible only from one side.
  • a two-sided formwork whose formwork panels are arranged only on one side of the wall to be concreted.
  • Such a formwork is used, for example, when concreting a wall against a rock wall.
  • the cliff wall opposite the formwork panels forms the second formwork surface for the concrete wall to be created, so that it is not possible to derive the fresh concrete pressure, as in the case of the two-sided formwork, by means of tension anchors against the second formwork surface.
  • the load transfer must take place by means of support brackets via oblique anchors into a previously concreted base plate.
  • the anchor is usually attached prior to casting the concrete slab with a holder to a reinforcement of the bottom plate, which holds the anchor for the setting in a predetermined position and inclination.
  • the formwork panels When erecting the one-sided formwork, the formwork panels must be placed in a predetermined position and aligned with each other.
  • the Aligning the formwork panels is particularly difficult if the formwork panels are formed over a large area and thus are so heavy that they can be placed only with a crane or the like.
  • the invention is therefore based on the object to propose a way that simplifies the alignment of formwork panels of a one-sided formwork.
  • the core of the invention is the idea of already producing a step as a lower wall beginning for the one-sided concrete wall when concreting the floor slab.
  • the formwork panels can be created with a bottom edge when setting up, which greatly simplifies alignment in a line.
  • a low Wandrandabschalung necessary for the preparation of the stage, which is attachable to the reinforcement of the bottom plate and which is located at the point at which the wall is to be concreted later.
  • the Wandrandabschalung invention for casting a concrete floor slab has a horrnschalelement and at least one holder for the Actuallynschalelement which is fastened to a reinforcement of the bottom plate and holds the Actuallynschalelement for concreting the step with a vertical distance above the reinforcement.
  • the step is concreted simultaneously with the bottom plate, the step formwork element, such as a squared timber or L-profile made of wood or metal, is fixed before pouring the concrete slab along a desired wall edge (throat) on the reinforcement of the concrete slab and anchors for Supporting blocks of one-sided formwork are positioned at a constant distance from the stepped formwork element.
  • the step scarf elements are released from the supports and above a top of the bottom slab protruding portions of the brackets are removed from the floor slab.
  • the Kunststoffnschalelement the Wandrandabschalung on a vertical Jardinnschalabintroductory for concreting the step and a horizontal subjectschalabsacrificing for concreting a footprint for the one-sided wall formwork determines the vertical Jardinnschalabsacrificing the height of the step and the horizontal stepped scarf section, the depth of the footprint in front of the step of the bottom plate.
  • the vertical stepped scarf section is sufficient for concreting the step.
  • the step formwork element To set a direction of the future wall edge, the step formwork element must be fastened to the reinforcement with at least two holders, wherein the holders can, for example, be bristled in a known manner by means of a wire on the reinforcement.
  • the holders can, for example, be bristled in a known manner by means of a wire on the reinforcement.
  • an adjusting device for the stepped scarf element attached thereto is provided on the holders. With the adjustment of the stepped scarf element is horizontally and vertically adjustable, i. parallel and perpendicular to the step to be concreted. In addition, so that the distance of a bottom or the lower edge of the stepped shell element relative to the reinforcement can be changed.
  • the adjusting device can be combined with a fastening device for the stepped sound element on the holder.
  • a screw can be provided, which extends through at least one slot in the stepped shell element and / or the holder.
  • the position of the stepped shell element relative to the holder in the extension direction of the elongated hole is changeable and changeable by insertion, removal or variation of a spacer between the stepped shell element and the holder in the direction of extension of the screw.
  • the slot allows a horizontal and the spacers vertical adjustment of the stepped scarf element opposite the holder, or vice versa.
  • both the height and the depth of the stage to be concreted can be changed with the adjusting device.
  • the holder has a lower holder part to be embedded in the base plate and an upper holder part which is not to be embedded in the base plate and which is preferably detachable from the lower holder part.
  • the Standnschalelement is attached at the upper holder part.
  • the holder has a holding device for the anchor to be embedded in the base plate.
  • the holding device is preferably arranged on the lower holder part of the holder, which is fastened to the reinforcement of the concrete slab.
  • the holding means holds the armature in a predetermined position and a predetermined inclination with respect to the step formwork element and the reinforcement of the bottom plate.
  • the anchor is attached only to the lower holder part, an additional direct connection to the reinforcement is not required. The orientation of the anchors in a line is thus independent with the alignment of the holder of Wandrandabschalung on the reinforcement.
  • the upper holder part is preferably connected via the armature to the lower holder part, wherein the upper holder part is fastened to the armature at different distances from the lower holder part.
  • the distance between the attached to the upper part of the holder stage shell element relative to the reinforcement can be set arbitrarily.
  • a floor slab is first concreted with molded concrete step, wherein the bottom plate before the step has a flat footprint for the formwork panels and in front of the footprint in the concrete slab anchored anchor for the trestles are arranged in a row.
  • the step is at the point where a wall on the floor slab is to be concreted.
  • the single-sided wall formwork is erected and the formworks aligned in line with the floor slab footprint, with a lower edge of the formwork slats being aligned vertically Step section of the stage is brought into abutment.
  • the trestles to which the formwork panels are attached are anchored to the floor slab by clamping with the anchored anchors.
  • the formwork panels can be set up quickly and easily in exact position on the footprint in front of the step and fixed with the support brackets on the bottom plate.
  • the above-described wall slab according to the present invention which is as follows. First, a face mold for the floor slab is placed on a floor. Subsequently, a reinforcement is introduced into the shuttering space bounded by the end formwork. Then the Wandrandabschalung is fastened with their holders to the reinforcement of the bottom plate that Jardinnschaletti the Wandrandabschalung are arranged vertically spaced above the reinforcement.
  • the leveling elements are aligned in the vertical and / or horizontal direction by means of an adjusting device provided on the holder.
  • the anchor to be embedded is attached to an anchor holder formed on the holder which holds the anchor in a predetermined position and at a predetermined inclination.
  • the wall edge shuttering 3 has a stepped shutter element 4, which is fastened by means of a holder 5 to a reinforcement 6 of the base plate 1.
  • the holder 5 holds the stepped scarf element 4, when the bottom plate 1 is not cast, with a vertical distance above the reinforcement 6.
  • the stepped scarf element 4 is designed for example as an L-profile made of wood or metal and arranged on the holder 5, that a leg a vertical stepped scarf portion 7 and the other leg forms a horizontal disorderschalablik 8.
  • the vertical stepped scarf section 7 determines the height of the step 2 and the horizontal foot scarf section 8, the depth of a footprint 9 in front of the level 2 of the bottom plate 1.
  • the footprint 9 is provided for setting up not shown in the drawing formwork panels a one-sided wall formwork and the stage 2 for Aligning the formwork panels to an aligned row.
  • the holder 5 has a lower holder part 10 which is fixed to the reinforcement 6, and an upper holder part 11, on which the devisnschalelement 4 is mounted.
  • the two holder parts 10, 11 are detachably connected to each other.
  • the upper holder part 11 has a central portion 12 which extends horizontally at the holder 5 attached to the reinforcement 6.
  • To the central portion 12 include the stepped shell element 4 associated end portion 13 and the lower holder member 10 associated end portion 14, wherein the end portion 13 is angled 90 ° upwards and the end portion 14 at 45 ° downwards relative to the central portion 12.
  • the stepped scarf element 4 is screwed with its horizontal stepped scarf section 8 with the horizontal middle section 12 of the upper holder part 11, the foot scarf section 8 having a round hole 15 and the middle section 12 having a slot 16 through which a screw connection 17 extends.
  • the screw 17 allows a change in the distance of the horizontal stepped scarf section 8 to the horizontal middle section 12 and the vertical stepped scarf section 7 to the vertical end portion 13 of the holder 5 by means of spacers 18, 18 'arranged therebetween.
  • the screw 17 and the slot 16 together with the spacers 18, 18 'an adjusting device 19 of the holder 5 for the stepped shutter element. 4
  • the upper holder part 11 is connected to the lower holder part 10 via an anchor 20 to be embedded in the base plate 1.
  • the second end portion 14 of the upper holder part 11 has a receiving bore 21 for the armature 20 and the lower holder part 10, a holding device 22 for the armature 20, which holds the armature 20 inclined by 45 ° with respect to a top 23 of the bottom plate 1.
  • a fastening portion 24 extends for attaching the lower holder part 10 to the reinforcement 6, wherein the holding device 22 is U-shaped and provided with opposite openings 25, 25 'for receiving the armature 20.
  • the holding device 22 of the lower holder part 10 and the associated end portion 14 of the upper holder part 11 are spaced apart from each other and extend parallel to each other. They are arranged offset to one another in the longitudinal direction of the holder 5, wherein the receiving bore 21 of the upper holder 11 and the apertures 25, 25 'of the lower holder 10 are arranged on an imaginary line.
  • the armature 20 is formed in three pieces. It has a lower anchor portion 26 which is concreted in the bottom plate 1 and an upper anchor portion 27 which projects beyond the top 23 of the concrete messenger plate 1 and is detachably connected to the lower anchor portion 26.
  • the lower anchor part 26 is held by the holding device 22 of the lower holder part 10 and the upper anchor part 27 is screwed via a conical threaded bushing 28 with the lower anchor member 26.
  • the upper holder part 11 is connected with its end portion 14 via the receiving bore 21 with the upper anchor member 27 and is pressed with a clamping nut 29 from above against the threaded bushing 28.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP09008236.3A 2008-08-02 2009-06-24 Coffrage de rebord de mur pour couler une plaque de sol en béton avec une marche et procédé pour encoffrer une marche pour couler une plaque de sol en béton avec une telle marche Not-in-force EP2149653B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102008036187A DE102008036187A1 (de) 2008-08-02 2008-08-02 Wandrandabschalung für eine Bodenplatte aus Beton für eine einhäuptige Schalung und Verfahren zur Aufstellung der Schalung

Publications (3)

Publication Number Publication Date
EP2149653A2 true EP2149653A2 (fr) 2010-02-03
EP2149653A3 EP2149653A3 (fr) 2013-04-10
EP2149653B1 EP2149653B1 (fr) 2017-07-19

Family

ID=41343105

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09008236.3A Not-in-force EP2149653B1 (fr) 2008-08-02 2009-06-24 Coffrage de rebord de mur pour couler une plaque de sol en béton avec une marche et procédé pour encoffrer une marche pour couler une plaque de sol en béton avec une telle marche

Country Status (2)

Country Link
EP (1) EP2149653B1 (fr)
DE (1) DE102008036187A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106013158A (zh) * 2016-06-07 2016-10-12 中国十七冶集团有限公司 一种铝合金模板单边支模装置

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202005010755U1 (de) 2005-07-08 2005-09-29 Döllen, Heinz von Vorrichtung zur Verankerung einer Abstützeinrichtung für eine Betonschalung

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1253441B (de) * 1959-07-31 1967-11-02 Karl Voss Gewinkelte Schalungsschiene zum Betonieren von Treppenstufen
US3579938A (en) * 1969-05-08 1971-05-25 Iner O Hanson Screed holding device
DE4141917C1 (fr) * 1991-12-18 1993-05-27 Peri Gmbh, 7912 Weissenhorn, De
DE19857569C2 (de) * 1998-12-14 2002-10-24 Peri Gmbh Ankerplatte mit Abstandshaltern
DE50112410D1 (de) * 2001-10-17 2007-06-06 Ernst Stocker Betonschalung mit seitlicher Abstützung
DE10260978A1 (de) * 2002-12-21 2004-07-22 Wilhelm Schmitz Einschalung

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202005010755U1 (de) 2005-07-08 2005-09-29 Döllen, Heinz von Vorrichtung zur Verankerung einer Abstützeinrichtung für eine Betonschalung

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106013158A (zh) * 2016-06-07 2016-10-12 中国十七冶集团有限公司 一种铝合金模板单边支模装置

Also Published As

Publication number Publication date
EP2149653B1 (fr) 2017-07-19
DE102008036187A1 (de) 2010-02-11
EP2149653A3 (fr) 2013-04-10

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