EP2192237A2 - Coffrage avec un dispositif d'ancrage - Google Patents
Coffrage avec un dispositif d'ancrage Download PDFInfo
- Publication number
- EP2192237A2 EP2192237A2 EP09014414A EP09014414A EP2192237A2 EP 2192237 A2 EP2192237 A2 EP 2192237A2 EP 09014414 A EP09014414 A EP 09014414A EP 09014414 A EP09014414 A EP 09014414A EP 2192237 A2 EP2192237 A2 EP 2192237A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- shuttering
- formwork
- tension strut
- wall
- base
- 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
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 31
- 229910000831 Steel Inorganic materials 0.000 claims abstract 2
- 239000010959 steel Substances 0.000 claims abstract 2
- 238000009416 shuttering Methods 0.000 claims description 26
- 230000002787 reinforcement Effects 0.000 claims description 21
- 238000004873 anchoring Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 230000003746 surface roughness Effects 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 230000003749 cleanliness Effects 0.000 description 2
- 239000000969 carrier Substances 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/02—Flat foundations without substantial excavation
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/166—Connectors or means for connecting parts for reinforcements the reinforcements running in different directions
Definitions
- the invention relates to a formwork for concrete construction explained in the preamble of claim 1 Art.
- Lost formworks are used, which limit either the outer contours of the concrete part or, as Stirnabschalung, successively cast concrete sections.
- These lost formworks contain a formwork wall which must be fastened substantially perpendicularly to a base, for example a cleanliness layer or a reinforcement layer lying thereon, and held against the concreting pressure.
- the attachment of these tie rods is done so far mostly by welding, which is often possible only at the reinforcement.
- welded reinforcements must not be included in the strength of the reinforcement.
- a weld in a limited space within a formwork is difficult and expensive.
- the invention has for its object to provide a formwork that is easy and secure fastened via a back anchoring device.
- a back anchoring of Schal formwandung can be made in a simple and easy way.
- the flexible loop element preferably an annularly closed loop of rope
- on the one hand easy to keep stock, inexpensive and easy to handle and on the other hand can be used so that at the same time by the attacking on the tension strut the anchoring point, for example.
- In the reinforcement can be fixed.
- This loop element is particularly suitable for a two-ply reinforcement.
- the tension strut is connected to the other side preferably via a screw with the formwork.
- a structurally simple screw connection includes a thread arranged on the tension strut, a lock nut and a bearing.
- the bearing is preferably designed as a plug bearing made of two spaced-apart rods, which are fastened to the shuttering wall. In this way it is possible to use the rods at the same time for stiffening a panel, which can be pierced by the tension strut and thus would otherwise be relatively less stable.
- a panel is preferably made of expanded metal. If the rods of the plug-in bearing in the form of longitudinal members of the formwork wall, i. used in the extension direction substantially perpendicular to the base, so a compensation for dimensional changes of the tension struts is created in a simple manner.
- the lock nut is a clamping nut or sleeve with an integrated washer, as used in the form of DYWIDAG® nuts, in particular wing nuts, in the construction sector, and in particular for the production of concrete parts, on a large scale and are present on every construction site.
- Tie rods for use in the formwork according to the invention preferably contain a thread at one of their free ends and a hook at their other free end.
- the anchoring is particularly stable when the pad is designed as a reinforcing layer, since there, for example, the hook or the bracket can be hung easily.
- Fig. 1 shows a highly schematic representation of a formwork according to the invention 1 in side view for the preparation of a concrete part, wherein the formwork 1 is formed in the illustrated embodiment for producing a bottom plate.
- the formwork 1 stands on a base, which in the illustrated embodiment comprises a conventional layer of cleanliness 2 and an overlying layer of reinforcement 3, which contains a plurality of cross bars 4 crossing each other and longitudinal bars 5, which are shown in several layers, four layers, one above the other.
- the transverse and longitudinal bars 4 and 5 are provided with surface roughness usual in rebars, such as ribs 4a and 5a.
- the reinforcement layer 3 can also be formed by already prefabricated grid mats or the like.
- the formwork 1 is designed as a permanent formwork, ie it remains in the finished embodiment and used as Häfugenschalung, ie it separates successively pouring concrete pouring from each other, in the illustrated embodiment, first a concreting 7 on the right side of the formwork wall 6 in Fig. 1 and then a concreting 8 on the left side of the shuttering wall 6 in Fig. 1 is created.
- the formwork wall 6 contains in the illustrated embodiment, a panel 9, which preferably consists of a pierceable by hand with a suitable article material and in particular is an expanded metal sheet.
- stiffening carrier 10 in the form of cross members 11 and longitudinal members 12 are attached to the panel 9.
- the cross member 11 consist of the usual grid or rod carriers with triangular cross section and extend transversely to the plane of the drawing Fig. 1 and parallel to the pad. These cross members 11 are mounted directly on the panel 9, preferably welded to this.
- At least some of the side members 12 are, in particular Fig. 2 shows, formed as parallel rods 12a and 12b, which extend at a distance from each other substantially perpendicular to the pad on the shuttering panel 9 and are held by the cross members 11 at a distance from the shuttering panel 9.
- the number of longitudinal members 12 and the number of cross members 11 is selected in view of strength requirements.
- the formwork wall 6 is installed in the general formwork such that the longitudinal members 12 are arranged on that side which faces the last concrete section 8 to be concreted.
- the Formungswandung 6 is in the in Fig. 1 shown, held substantially perpendicular orientation to the reinforcing layer 3 by a remindverank ceremoniess worn containing tension rods 13 (tie rods).
- a plurality of tie rods 13 are shown, but their number can be selected depending on the expected concreting pressure.
- the tie rods 13 are installed so that they bridge the angle between the Schalungswandung 6 and the base 3, 2 at the first concreting to concrete section 7 side facing, in a vertically installed shuttering wall 6 preferably at an angle between 30 ° and 60 °, in particular 45 °.
- the tension strut 13 is anchored at one end, preferably on the shuttering wall 6, via a screw connection 14 and at the other end, preferably on the reinforcement 3, via a hook connection 15.
- the thread 16 may be incorporated directly into the tension strut 13, but may also be formed by a welded threaded rod.
- a tension rod or the threaded portion of a tension rod is used for the tie rod 13, as it is available on the market under the name DYWIDAG® tension rod and is widely used in concrete construction.
- the tension strut 13 is preferably bent, but the hook element 17 can also be welded or otherwise fastened.
- the screw 14 further includes a lock nut 18, which is preferably designed as a clamping nut with integrated washer 19 and wings 20 for a manual screwing.
- a clamping screw is preferably used, which is available on the market under the name DYWIDAG® screw or wing nut and is widely used in concrete construction.
- the hook connection 15 can either, as Fig. 1 shows, consist only of the hook member 17 which is hooked into the reinforcement layer 3, but preferably an intermediate element is used, since even greater tensile forces can be absorbed.
- a flexible loop element 21 is used, which was prepared in the illustrated embodiment of a cable section 22, the free ends with a cable connector 23, for example.
- a clamping sleeve or the like., Are connected together to form a closed ring.
- the loop element 21 is preferably knotted into the reinforcement layer 3 and there preferably in such a way that it connects the two superimposed rods to one another at the points of intersection of transverse bars 4 and longitudinal bars 5.
- the loop element 21 can be used in any type of reinforcement layer, but it is particularly suitable for two-layer reinforcements.
- the connection in the reinforcing layer 3 is preferably such that a double-laid loop under the diagonal of the crossing point of the two rods 4, 5 out and one end through the other end is pulled.
- This forms a loop portion 22a into which a hook element 17 can be hooked and a node portion 22b around the point of intersection.
- the node portion 22b of the cable loop 22 is tightened about the crossing point of the rods 4, 5, so that the rods 4, 5 pressed and held in close contact with each other, which by the surface roughness 4a, 5a is facilitated and strengthened.
- the tension strut 13 is passed through an aligned in the space between the bars 12 opening in the shuttering board 9, wherein the opening is preferably created by piercing the formwork panel 9 by means of the tie rod 13.
- the tie rods 13 are inserted so far until their free threaded ends between the longitudinal bars 12a, 12b pass through.
- the longitudinal bars 12a, 12b have a distance from each other which is greater than or equal to the diameter of the threaded portion 16 but smaller than the diameter of the flange 19 and the integrated or inserted washer of the lock nut 18.
- the hook element 17 is suspended in the intermediate element in the form of the flexible loop element or directly in a transverse bar of the reinforcement layer 3 ( Fig. 1 ).
- the lock nut 18 is screwed onto the thread 16 and the tension strut 13 tensioned on train, ie the nut 18 is screwed so far until the hook member 17 has laid tight to the adjacent cross bar 4 or the loop portion 22a so far in the direction of Schal formwandung 6, the node portion 22b has been pulled tightly around the rods 4, 5 of FIG Reinforcement layer 3 sets.
- the first concreting section 7 can be created.
- the nuts 18 can be removed for further use, while the tie rods 13 and the shuttering wall 6 remain as lost in the component.
- the tension strut can be fixed with the screw in a suitable pad and the other end are connected by means of the described hook connection with the formwork wall.
- the threaded connection other lock nuts or locking sleeves, including those that can be screwed by means of tools, can be used.
- the parallel rods pierced plates, sleeves or the like. Can be used as a plug bearing.
- the loop element can furthermore be formed, for example, by a straight rope or band provided at its ends with hooks or other fastening means, the rope or band lying diagonally around the bars, in particular at the points of intersection, and then in this position by means of the hooks or fastening means is preferably fastened so that a contracting loop is formed when the tension strut is biased to train.
- the flexible loop element can be fastened by suitable nodes to the reinforcement layer and / or the formwork wall.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202008015883U DE202008015883U1 (de) | 2008-12-01 | 2008-12-01 | Schalung mit Rückverankerungseinrichtung |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2192237A2 true EP2192237A2 (fr) | 2010-06-02 |
EP2192237A3 EP2192237A3 (fr) | 2015-07-01 |
EP2192237B1 EP2192237B1 (fr) | 2018-02-28 |
Family
ID=40514834
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09014414.8A Active EP2192237B1 (fr) | 2008-12-01 | 2009-11-18 | Coffrage avec un dispositif d'ancrage |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2192237B1 (fr) |
DE (1) | DE202008015883U1 (fr) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102016217430A1 (de) | 2016-09-13 | 2018-03-15 | Fwr Solutions Gmbh | Dehnfugenschalung |
DE102021104831A1 (de) | 2021-03-01 | 2022-09-01 | Fwr Solutions Gmbh | Dehnfugenschalung mit Spannvorrichtung |
CN115387606A (zh) * | 2022-08-16 | 2022-11-25 | 武莉 | 一种可抽芯式建筑模板 |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202009014872U1 (de) * | 2009-12-16 | 2011-04-28 | Peca - Verbundtechnik Gmbh | Fugenschalungselement |
DE202010005218U1 (de) | 2010-04-16 | 2010-06-24 | Peca-Verbundtechnik Gmbh | Schalungssystem |
DE102020109530B3 (de) | 2020-04-06 | 2021-05-27 | Max Frank GmbH & Co. Kommanditgesellschaft | Schalungssystem |
DE102020109531B3 (de) | 2020-04-06 | 2021-07-29 | Max Frank GmbH & Co. Kommanditgesellschaft | Schalungssystem |
DE102022107996A1 (de) | 2022-04-04 | 2023-10-05 | Henning Hager | Ankereinheit, Bauwerkseinrichtung und Verfahren zum Herstellen einer Bauwerkseinrichtung |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU3981068A (en) * | 1969-06-27 | 1971-01-07 | Improvements in and relating to nosings | |
DE19533421C1 (de) * | 1995-07-19 | 1996-09-12 | Baumann Verwertungs Gmbh | Haltevorrichtung zum Halten eines Schalelements |
DE10102660A1 (de) * | 2001-01-17 | 2002-07-18 | Ulrich Baumann | Beim Schalen einer Betondecke zu verwendende Haltevorrichtung |
-
2008
- 2008-12-01 DE DE202008015883U patent/DE202008015883U1/de not_active Expired - Lifetime
-
2009
- 2009-11-18 EP EP09014414.8A patent/EP2192237B1/fr active Active
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102016217430A1 (de) | 2016-09-13 | 2018-03-15 | Fwr Solutions Gmbh | Dehnfugenschalung |
DE102016217430B4 (de) | 2016-09-13 | 2022-09-22 | Fwr Solutions Gmbh | Dehnfugenschalung |
DE102021104831A1 (de) | 2021-03-01 | 2022-09-01 | Fwr Solutions Gmbh | Dehnfugenschalung mit Spannvorrichtung |
EP4053351A1 (fr) | 2021-03-01 | 2022-09-07 | FWR Solutions GmbH | Coffrage pour joints de dilatation pourvu de dispositif de serrage |
CN115387606A (zh) * | 2022-08-16 | 2022-11-25 | 武莉 | 一种可抽芯式建筑模板 |
CN115387606B (zh) * | 2022-08-16 | 2024-01-09 | 山东公用设计集团有限公司 | 一种可抽芯式建筑模板 |
Also Published As
Publication number | Publication date |
---|---|
DE202008015883U1 (de) | 2009-04-02 |
EP2192237B1 (fr) | 2018-02-28 |
EP2192237A3 (fr) | 2015-07-01 |
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