EP2716839A1 - Elément de coffrage - Google Patents
Elément de coffrage Download PDFInfo
- Publication number
- EP2716839A1 EP2716839A1 EP13004724.4A EP13004724A EP2716839A1 EP 2716839 A1 EP2716839 A1 EP 2716839A1 EP 13004724 A EP13004724 A EP 13004724A EP 2716839 A1 EP2716839 A1 EP 2716839A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- webs
- longitudinal
- reinforcement
- shuttering element
- wireforms
- 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 56
- 230000002787 reinforcement Effects 0.000 claims abstract description 58
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 47
- 238000009416 shuttering Methods 0.000 claims description 15
- 150000001875 compounds Chemical class 0.000 claims description 3
- 239000012815 thermoplastic material Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 3
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000003466 anti-cipated effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000002425 crystallisation Methods 0.000 description 1
- 230000008025 crystallization Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Images
Classifications
-
- 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
- E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
-
- 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
- E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
-
- 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 present invention relates to a formwork element with two laterally spaced formwork panels, which are interconnected by at least a plurality of fasteners and define between them fillable with a filling compound formwork space, in which a configured for fixing the position of reinforcing bars rebar basket can be inserted.
- the wireforms may form part of a ring around a reinforcement, or the wireforms form a ring alone or together with other wireforms.
- By attaching the wireforms to the connecting elements it is necessary to provide as many connecting elements on the formwork element, as required by the minimum distance between the wireforms.
- the DIN standard for steel reinforcements for example, it is necessary to provide a ring around the reinforcing bars at a distance of at least every 15 cm. This would require a total of 15 fasteners in a formwork element of 2 m in length. This makes the formwork element heavy and expensive.
- the object is achieved for a generic formwork element by a reinforcing member is inserted into the space between two adjacent connecting elements, which has receptacles for attachment of a reinforcing cage forming wireforms.
- a reinforcement component which can be inserted into a formwork element and has at least one longitudinal web, projecting laterally from the webs, on which receptacles for fastening wireforms are formed.
- the reinforcement component By means of the reinforcement component, it is possible to connect wireforms to the formwork element even in the intermediate spaces between connecting elements.
- an exemplary 2 m long formwork element usually 4 fasteners are available to connect the two formwork panels sufficiently firmly together. If the distance between the connecting elements is 47 cm, three reinforcing components can be inserted into the intermediate spaces between the connecting elements. Depending on the reinforcement component, wireforms can then be fastened in three places in order to maintain the distance of at most 15 cm per ring.
- the reinforcement component can also be used independently of a formwork element to produce a reinforcement cage for a reinforcement of a concrete component.
- reinforcement elements are strung together over the length of the reinforcement to be produced, reinforcement bars inserted and the wireforms required for the production of the reinforcing cage inserted into the reinforcement components.
- a reinforcement cage is required to hold reinforcing bars of a reinforcement within a desired cross-section in a shell installation position. While the reinforcing bars usually can have larger material cross sections depending on the load to be produced in the component, it is sufficient for the forming a strapping wireforms, if they are processed in thinner material cross sections, since they have to position only the reinforcing bars within the concrete component and not static To have loads.
- the reinforcing member has at its connectable with the connecting elements ends locking elements for locking corresponding latching openings in the connecting elements.
- the locking elements may be attached to angled to the main plane of the reinforcing member legs, with which the bottom side profile leg can be engaged behind.
- Locking lugs can engage in recesses, which are located in the connecting elements. By locking the reinforcing member this is sufficiently strong to hold de reinforcing bars during concrete pouring in the intended target position. Once the concreting process has been completed, the concrete hardens and the reinforcing component becomes inoperative.
- the locking lugs can be dimensioned so that they provide sufficient strength for the concreting process.
- the reinforcing member is made of a thermoplastic material.
- the plastic is not subject to any corrosion problem, it is inexpensive to procure and process and it works well with the concrete environment.
- the reinforcement member on a longitudinal ridge protrude laterally from the webs on which the recordings are attached.
- the construction with a longitudinal web with laterally projecting webs results in a skeleton structure, which leaves the concrete in the formwork element still sufficient space to distribute evenly and to fill its static functions to the extent anticipated.
- the reinforcement component can be made in one piece in the skeleton structure, which makes it easier to handle and install.
- the wireforms can be designed so that they fix the reinforcing bars in a desired installation position, in the lateral direction as well as in their altitude. It is also possible to connect a plurality of wireforms to the reinforcement component one after the other, for example a first wireform at several points of the reinforcement component in order first to position reinforcing rods in a lower position in the formwork element, and then a second wireform at several points of the reinforcement component, through the other Reinforcing bars can be positioned in a higher position in the formwork element.
- the longitudinal web has recesses. Through the recesses concrete can flow through. During drying and crystallization of the cement components, these can form compounds through the recesses also through the reinforcement component, which increases the overall strength of the finished concrete component.
- the longitudinal web on several sides projecting webs.
- the reinforcing member can be positioned centrally in the formwork element.
- the wireforms can then be easily connected to the recordings because they are equally accessible.
- opposing webs at a location of the longitudinal web on at least two pairs of shots By several Shooting it is possible to attach at one point of the reinforcement component also several wireforms. This can be advantageous if several layers of reinforcing bars are to be installed in the finished concrete component.
- receptacles are designed as plug-in sleeves. Through sockets, the wireforms in the insertion area get a good guide, so that they can not be easily removed from their installed position, for example, when concrete is poured into the formwork component.
- additional fastening clips are arranged on the longitudinal web, the webs and / or the sockets.
- fastening clips for example, it is possible to attach wireforms as upwardly open U on the reinforcement component. This would not be possible in the sockets, because the wire ends of the wireforms can be inserted only with the free ends down in the sockets.
- the free legs of the U-shaped wireforms In order to form a ring, it is not necessary to form the ring closed with connected ends of two U-wireforms, it is sufficient if the free legs of the U-shaped wireforms have a sufficiently long overlap region in the longitudinal direction of the free legs. The connection between the two wireforms later produces the poured and hardened concrete.
- the end-side connecting elements of a formwork element are arranged less than 7.5 cm from the end face of a formwork element. By this measure, it can be dispensed with the juxtaposition of formwork elements to have to insert in the interface between two adjacent formwork elements and a reinforcement component.
- the minimum distance between the two end-side connecting elements of the abutting shuttering elements in the proposed embodiment is less than 15 cm, so that it is sufficient if a ring in the transition region from one to the next formwork element is formed in each case at the connecting element.
- one or more wireforms which are open at the top and / or bottom are fastened to the reinforcement component, for example in the form of an upwardly open U, in order to be able to insert a reinforcing rod or a downwardly open U for partially strapping an already inserted reinforcing bar with the U open at the bottom.
- the pre-assembled wireforms simplify the production of the reinforcement cage at the construction site. All that remains is to place the rebars in the space delimited by the pre-assembled wireframe, and then to insert a counter-rotating wireform into the corresponding receptacle, thereby forming the two to create a finished reinforcement ring on the free legs overlapping wireforms.
- the production of a reinforcement basket is thus limited to the insertion of the reinforcing bars in the formwork element and the subsequent insertion of the wireforms in the existing recordings.
- the reinforcing member has two spaced apart longitudinal webs, which are interconnected by at least two webs, and in the region of the longitudinal webs interconnecting webs are arranged upwardly from the longitudinal webs upstanding webs, which together with the longitudinal webs and the connecting webs form slotted channels in which wireforms are supported supported by the sidewalls of the slotted channels.
- the degree to which the reinforcing steels must at least be covered by concrete is determined by the respective environmental conditions and exposure classes, for example from the standard DIN EN 1045 and the DIN EN 206 or the subsequent standards issued for this purpose.
- Fig. 1 is a view obliquely from above of a formwork element 2 shown.
- the formwork panels 4 are shown only in dashed lines.
- the shuttering panels 4 are connected to each other in the embodiment by two connecting elements 6.
- the formwork panels 4 define between them a formwork space 8, can be filled in the concrete.
- the reinforcement component 10 essentially consists of a longitudinal web 12, from which webs 14 protrude laterally. On the webs 14 receptacles 16 are formed, which are formed in the embodiment as sockets.
- the reinforcing member 10 also has recesses 18 through which the concrete flow into the shuttering space underneath and can completely fill it.
- the reinforcement component 10 has latching elements 20 on the end sides.
- the locking elements 20 are elevations that can be engaged in complementarily shaped latching openings 22 which are located in the connecting elements 6.
- Fig. 2 It is shown how reinforcing bars 26 can be placed on wireforms 24 to be fixed in position within the formwork space 8.
- the wireforms 24 are inserted into the receptacles 16.
- the wireforms 24 are shaped so that the reinforcing bars 26 can be positioned at a desired height within the formwork element 2 and the formwork space 8.
- Fig. 2 are shown in the embodiment shown there only wireforms 24 which have a U-shape, the open end facing down. Deviating from this embodiment, wireforms can be clipped to the receptacles 16, the open end facing upward. It is also possible to put on top reinforcing bars 26 still wireforms with downwardly pointing legs to achieve a height-wise overlap of the legs with legs lower lying wireforms 24.
- Fig. 3 is a view is shown on the front side of a formwork element 2.
- the formwork element 2 with a pre-assembled wire 24a.
- the reinforcing rods 26 inserted and then the wireform 24b with the free legs down in the associated receptacle 16 is inserted.
- the two wireforms 24a, 24b form together by the overlapping area Ü, in which the free legs of the wireforms 24a, 24b overlap, a strapping around the reinforcing bars 26, which can be formed at any point of a web by simply inserting the wireform 24b.
- Fig. 4 is a view obliquely from above of a second embodiment of a reinforcing member 10 is shown.
- the reinforcement member 10 has two longitudinal webs 12 which are spaced and arranged parallel to each other.
- the dimensions of the reinforcement component 10 are dimensioned such that it can be inserted into the formwork space 8 of a formwork element 2.
- the longitudinal webs 12 have recesses 18, can run through the freshly poured into the formwork space concrete in the area covered by the longitudinal webs 12 area, so that there are no voids in the finished concrete component.
- reinforcement member 10 is preferably made of a plastic.
- the longitudinal webs 12 are interconnected by a total of three webs 14 which protrude in the lateral direction of the longitudinal webs 12.
- the combination of the longitudinal webs 12 with the connecting webs 14 forms a base with which the Be Wehrungsbauteil 10 can be placed on a subjacent underlying tip over. Due to the larger surface covering base, it is not absolutely necessary to connect the reinforcement member 10 with the connecting elements 6 of a formwork element 2.
- a reinforcement member 10 can be placed on a wall crown, but also on a concrete surface, a floor or other surfaces, even independently of a formwork element. 2
- the inner edge 32 of the webs 14 rising up from the longitudinal webs 12 is arranged at a distance to the outer edge 34 of the webs 14 rising from the longitudinal webs 12, which results from the depth of the corresponding side walls 30.
- the distance dimension ei preferably corresponds If a reinforcing rod is inserted parallel to the longitudinal direction of the reinforcement member 10 in the space between neigh disclosed webs 14, this inevitably also holds such a distance to the outer surface of the concrete component that a sufficient Betondeckungsgrad the reinforcement is given.
- Fig. 5 is that in Fig. 4 shown second embodiment of a reinforcing member 10 shown in a view from above.
- the slotted channels 28 bounded by the sidewalls 30 are clearly visible.
- the slotted channels 28 have in their course recesses 18 so that liquid concrete can fill all the cavities in the vicinity of the reinforcement member 10. While only two slotted channels 28 are formed in the region of the connecting webs 14, there are four slotted channels in the region of the upwardly projecting webs 14.
- the inwardly facing side walls 30 of the two longitudinal webs 12 are lowered in the embodiment in order to increase the free cross section of the slotted channels 28 in their course, but still available to increase the longitudinal stability and torsional stiffness of the longitudinal webs 12 and an additional support and leadership allow for inserted into the slotted channels 28 wireforms 24.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL13004724T PL2716839T3 (pl) | 2012-10-08 | 2013-09-30 | Element deskowania |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102012019635 | 2012-10-08 | ||
DE201310004192 DE102013004192A1 (de) | 2012-10-08 | 2013-03-12 | Schalungselement |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2716839A1 true EP2716839A1 (fr) | 2014-04-09 |
EP2716839B1 EP2716839B1 (fr) | 2017-08-02 |
Family
ID=49322135
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13004724.4A Active EP2716839B1 (fr) | 2012-10-08 | 2013-09-30 | Elément de coffrage |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP2716839B1 (fr) |
DE (1) | DE102013004192A1 (fr) |
DK (1) | DK2716839T3 (fr) |
PL (1) | PL2716839T3 (fr) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104947932A (zh) * | 2015-06-29 | 2015-09-30 | 中国新兴保信建设总公司 | 一种梁模板加固工具 |
DE102015008332A1 (de) | 2014-07-02 | 2016-02-18 | Heuer Gmbh & Co. Kg | Vorrichtung zur Bewehrungshalterung in Schalungselementen |
DE202017107548U1 (de) | 2016-12-20 | 2018-03-22 | Sven Obernolte | Schalungsbügel |
CN114150864A (zh) * | 2021-12-02 | 2022-03-08 | 浙江银晨建设有限公司 | 一种大跨度预应力混凝土梁支模结构 |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5069014U (fr) * | 1973-10-25 | 1975-06-19 | ||
FR2739886A1 (fr) * | 1995-10-16 | 1997-04-18 | Monetta Pierre | Nouveau systeme de coffrage pour murs en beton arme ou non |
WO2002048479A2 (fr) * | 2000-12-13 | 2002-06-20 | Ezio Sedran | Elements modulaires pour coffrages |
DE10200251A1 (de) * | 2002-01-05 | 2003-07-24 | Elisabeth Bayerlein | Schalungsbauteil und Sturzkasten |
US20090056273A1 (en) * | 2006-03-17 | 2009-03-05 | Juan Antonio Ferro De La Cruz | Device for the alignment of modular arch centering in concrete walls |
DE202010007650U1 (de) | 2010-05-06 | 2010-09-16 | Holzmann Gmbh & Co. Kg | Schalungselement |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202010C (fr) | ||||
JPH09235878A (ja) * | 1996-03-01 | 1997-09-09 | Tohoku Shizai Kogyo Kk | 壁構築用セパレータ |
US20070295873A1 (en) * | 2006-06-26 | 2007-12-27 | Schulze Todd M | Saddle chair for holding rebar in place in tilt-up wall construction |
US20090100784A1 (en) * | 2007-04-18 | 2009-04-23 | 3Gm Products | Rebar Support Assembly |
-
2013
- 2013-03-12 DE DE201310004192 patent/DE102013004192A1/de not_active Withdrawn
- 2013-09-30 EP EP13004724.4A patent/EP2716839B1/fr active Active
- 2013-09-30 PL PL13004724T patent/PL2716839T3/pl unknown
- 2013-09-30 DK DK13004724.4T patent/DK2716839T3/da active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5069014U (fr) * | 1973-10-25 | 1975-06-19 | ||
FR2739886A1 (fr) * | 1995-10-16 | 1997-04-18 | Monetta Pierre | Nouveau systeme de coffrage pour murs en beton arme ou non |
WO2002048479A2 (fr) * | 2000-12-13 | 2002-06-20 | Ezio Sedran | Elements modulaires pour coffrages |
DE10200251A1 (de) * | 2002-01-05 | 2003-07-24 | Elisabeth Bayerlein | Schalungsbauteil und Sturzkasten |
US20090056273A1 (en) * | 2006-03-17 | 2009-03-05 | Juan Antonio Ferro De La Cruz | Device for the alignment of modular arch centering in concrete walls |
DE202010007650U1 (de) | 2010-05-06 | 2010-09-16 | Holzmann Gmbh & Co. Kg | Schalungselement |
Non-Patent Citations (1)
Title |
---|
REKORD HOLZMANN GMBH: "Rekord Holzmann GmbH&Co.KG Lieferprogramm Preisliste 05.2012: Rollladenkästen, Schalungselemente, Zubehör Dämmsysteme", WWW.REKORD-HOLZMANN.DE, 31 May 2012 (2012-05-31), Bad Laer, pages 1 - 92, XP055102080, Retrieved from the Internet <URL:http://rekord-holzmann.de/dateien/pdf_download/lieferprogramm/LP_05_2012.pdf> [retrieved on 20140213] * |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102015008332A1 (de) | 2014-07-02 | 2016-02-18 | Heuer Gmbh & Co. Kg | Vorrichtung zur Bewehrungshalterung in Schalungselementen |
CN104947932A (zh) * | 2015-06-29 | 2015-09-30 | 中国新兴保信建设总公司 | 一种梁模板加固工具 |
DE202017107548U1 (de) | 2016-12-20 | 2018-03-22 | Sven Obernolte | Schalungsbügel |
CN114150864A (zh) * | 2021-12-02 | 2022-03-08 | 浙江银晨建设有限公司 | 一种大跨度预应力混凝土梁支模结构 |
Also Published As
Publication number | Publication date |
---|---|
PL2716839T3 (pl) | 2017-12-29 |
EP2716839B1 (fr) | 2017-08-02 |
DK2716839T3 (da) | 2017-11-13 |
DE102013004192A1 (de) | 2014-04-10 |
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