EP0735213B1 - Schalung - Google Patents
Schalung Download PDFInfo
- Publication number
- EP0735213B1 EP0735213B1 EP96103655A EP96103655A EP0735213B1 EP 0735213 B1 EP0735213 B1 EP 0735213B1 EP 96103655 A EP96103655 A EP 96103655A EP 96103655 A EP96103655 A EP 96103655A EP 0735213 B1 EP0735213 B1 EP 0735213B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- shuttering
- formwork
- aid
- wall
- reinforcement
- 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.)
- Expired - Lifetime
Links
Images
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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/365—Stop-end shutterings
-
- 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
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/085—End form panels for walls
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
- E04G21/125—Reinforcement continuity box
Definitions
- the invention relates to a formwork for shuttering a concrete connection surface.
- Such formwork is for example from DE-U-92 03 275 known.
- the known formwork is used for formwork a pad between a first and a second Concreting section when concreting a wall.
- the formwork contains a formwork wall remaining in the concrete from a Expanded metal sheet between the cross and longitudinal bars of a Latticework was welded.
- the formwork wall extends not across the entire width of the pad but ends with a distance on both sides to the side surface formwork. This distance corresponds approximately to the distance in which a reinforcement from a reinforcement mat for lateral surface formwork is arranged.
- the longitudinal bars of the reinforcement mat are to be held in place pressed into the edge areas of the formwork wall, where they deform the expanded metal so that the reinforcement mat fixed in their position for later connection surface becomes.
- the distance between the reinforcement and the side Surface formwork is then covered by a conventional concrete cover strip bridged.
- the known formwork is still in need of improvement. So for example, the reinforcement must be used when building the formwork be held until the concrete cover strip is installed is.
- GB-A-1 568 690 describes a formwork of a plurality of formwork boards in which grooves for receiving Reinforcements are incorporated. After erecting the formwork the grooves are made of sheets of flexible material covered, each leaf having a hole with a diameter the corresponding reinforcing bar and contains a slot, which ensures access to the hole. The leaves have to then attached to the formwork boards around the reinforcing bars become.
- Formwork boxes are also known, for example from DE-A-32 11 563 and EP-A-00 55 321, which instead of Formwork can be used.
- the formwork boxes have lids with side recesses through which reinforcements are made can be. Due to the box-shaped design can only be bow-shaped with the formwork boxes Reinforcements are held.
- the invention is therefore based on the task of formwork of the type mentioned so that simple and inexpensive Way and without affecting the formwork function secure fastening of the reinforcement is also achieved during formwork construction.
- the task is carried out by a formwork with the features of the claim 1 solved.
- the formwork aid according to the invention can be used in conjunction with any conventional formwork can be used without any Modification to the formwork must be made. Due to the additional use of the formwork aid, no Changes made at the edge of the formwork wall to be able to attach the reinforcement. Farther can formwork aids with different distances between the openings are kept in stock so that every reinforcement task, especially different distances between the reinforcing bars, in a simple way Can be taken into account without changes to the Formwork wall itself must be made.
- the reinforcement rather lies on (with a concrete wall) or on (with a concrete slab) the side or top edge of the formwork wall and is due to the formwork wall in only one Direction supported. Protection over the remaining scope the formwork aid ensures the reinforcement.
- the formwork helps the edge area the formwork wall reinforced, so that even with one higher pressure on the reinforcement bars the distance between the reinforcement bars does not change significantly.
- Fig. 1 is a formwork aid in perspective 1 can be seen, which consists of a handle bar 2 made of metal and a plurality of comb-like protruding from the handle bar 2 Formwork material pieces 3 there.
- the handle bar 2 extends themselves over a length that is conveniently the length more conventional Formwork walls correspond, but can also be shorter to improve handling.
- the formwork material pieces 3 are essentially rectangular and with a one Opening 4 arranged spacing from each other, wherein the opening is of the same width from the free edges 3a of the formwork material pieces 3 extends to the handle bar 2.
- the formwork material of the formwork material pieces 3 consists of an expanded metal panel 5, which is arranged between lattice-like Cross bars 6 and longitudinal bars 7 was welded.
- the Formwork material is described in EP-A-0 507 054, which hereby incorporated by reference.
- the cross and Longitudinal bars 6, 7 are arranged such that each one Longitudinal bar 7 on the free edge 3a and one of the cross bars 6 is located on a side edge 3b, which is the opening 4 limited. In this way, one is braced on all sides Construction achieved.
- the formwork material pieces correspond in length along the free edge 3a the desired distance between reinforcing bars.
- the width of each of the openings 4 in extension the free edges 3a corresponds approximately to the diameter of the Reinforcement bars.
- the depth of the openings 4, i.e. the width the formwork material pieces 3 in the direction of the second free Edge 3b corresponds to the desired or constructively possible Measure of the overlap of the formwork aid 1 with the edges of one conventional formwork, as described below.
- a conventional formwork 9 constructed from the two-sided Surface formwork 9a and a floor formwork 9b made of conventional Formwork boards and a formwork wall 9c, which is formed in the shape of the pad 8.
- the formwork wall 9c consists of the same for the formwork material pieces 3 material used, i.e. from an expanded metal sheet, that between the cross and longitudinal bars of a latticework is welded in.
- the width of the formwork wall 9c is such that its Upper edge 10 at a distance from the upper edge 11 of the side surface formwork 9a ends.
- a reinforcement 12 is placed, which is essentially extends parallel to the floor formwork 9b.
- the reinforcement 12 consists of longitudinal bars that extend through the connection surface 8 extend and through the upper edge 10 of the formwork wall 9c held at a predetermined distance from the floor formwork 9b.
- the reinforcement 12 is attached by a formwork aid 1 the edge 10 pressed.
- the comb-like Formwork aid 1 from the outside via the longitudinal bars of the reinforcement 12 inserted and in the overlap area with the edge 10 of the formwork wall 9c connected, for example bridged. As a result, the reinforcement 12 is held securely at the edge 10.
- the formwork aid 1 can also be used for Forming a connection surface of a wall or the like. Used be, whereby the formwork help either simply over the reinforcement lying on the edge of the formwork wall must be attached and possibly attached, or initially into the openings 4 of the comb-like formwork aid inserted and then together with the reinforcement on the Edge area of the formwork wall pushed and fixed there becomes.
- the formwork aid according to the invention can also be used if instead of longitudinal bars a mesh mat for reinforcement is used.
- Both the formwork material pieces of the formwork aid as well as the formwork material of the formwork wall can be any other conventional formwork material.
- a handle bar or can instead of the handle bar Like. Be provided.
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)
- Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
- Saccharide Compounds (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
- Fig. 1
- eine perspektivische Darstellung einer erfindungsgemäßen Schalungshilfe, und
- Fig. 2
- einen Schnitt durch eine erfindungsgemäß abgeschalte Anschlußfläche einer Bodenplatte.
Claims (9)
- Schalung zum Abschalen einer Betonanschlußfläche (8), die von einer Bewehrung (12) durchragt wird, mit einer Schalungswandung (9c), die als Träger für Bewehrungsstäbe der Bewehrung ausgebildet ist, und mit einer Schalungshilfe (1), die mit einer Randkante (10) der Schalungswandung (9c) verbindbar ist und aus Schalungsmaterialstücken (3) vorbestimmter Größe gefertigt ist, die kammartig im Abstand zueinander angeordnet und an einer ihrer Kanten durch eine Griffleiste (2) miteinander verbunden sind, um eine Vielzahl einseitig offener Durchbrechungen (4) zu bilden, wobei die Durchbrechungen (4) eine der Breite der Bewehrungsstäbe (12) entsprechende Breite und einem dem Abstand benachbarter Bewehrungsstäbe (12) entsprechenden Abstand aufweisen, wobei die Schalungshilfe (1) den Randbereich (10) der Schalungswandung (9c) in ihrer Trägerfunktion für die Bewehrung (12) verstärkt.
- Schalung nach Anspruch 1, dadurch gekennzeichnet, daß die Schalungswandung (9c) und die Schalungshilfe (1) aus einem wenigstens teilweise für Beton durchlässigem Material bestehen und als verlorene Schalung ausgebildet sind.
- Schalung nach Anspruch 2, dadurch gekennzeichnet, daß die Schalungsmaterialstücke (3) der Schalungshilfe (1) aus einem zwischen Quer- und Längsstäben (6, 7) eines Metallgitterwerks eingeschweißten Streckmetallblech (5) besteht.
- Schalung nach Anspruch 3, dadurch gekennzeichnet, daß die Schalungsmaterialstücke (3) der Schalungshilfe (1) an wenigstens den die Durchbrechungen (4) begrenzenden Kanten (3b) durch einen Stab (6) begrenzt sind.
- Schalung nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß die Schalungsmaterialstücke (3) der Schalungshilfe (1) mit der metallenen Griffleiste (2) verschweißt sind.
- Schalung nach einem der Ansprüche 2 bis 5, dadurch gekennzeichnet, daß das Schalungsmaterial der Schalungswandung (9c) aus einem zwischen Quer- und Längsstäben eines Metallgitterwerks eingeschweißtem Streckmetallblech besteht.
- Schalungshilfe zur Verwendung in der Schalung nach einem der Ansprüche 1 bis 6, gekennzeichnet durch eine Wandung (3) aus Schalungsmaterial mit einer Vielzahl an einer Randkante der Wandung (3) offener Durchbrechungen (4), die im vorbestimmten Abstand zueinander angeordnet sind.
- Schalungshilfe nach Anspruch 7, gekennzeichnet durch eine Griffleiste (2) und eine Vielzahl mit einer ihrer Kanten an der Griffleiste (2) befestigter und in einem der Breite der Durchbrechungen (4) entsprechenden Abstand zueinander angeordneter Schalungsmaterialstücke (3).
- Schalungshilfe nach Anspruch 7 oder 8, dadurch gekennzeichnet, daß das Schalungsmaterial für Beton begrenzt durchlässig durchbrochen ist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29505305U DE29505305U1 (de) | 1995-03-29 | 1995-03-29 | Schalung |
DE29505305U | 1995-03-29 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0735213A1 EP0735213A1 (de) | 1996-10-02 |
EP0735213B1 true EP0735213B1 (de) | 2000-06-28 |
Family
ID=8006044
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP96103655A Expired - Lifetime EP0735213B1 (de) | 1995-03-29 | 1996-03-08 | Schalung |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0735213B1 (de) |
AT (1) | ATE194202T1 (de) |
DE (2) | DE29505305U1 (de) |
ES (1) | ES2149395T3 (de) |
PT (1) | PT735213E (de) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202009004862U1 (de) | 2009-05-26 | 2009-08-27 | Peca-Verbundtechnik Gmbh | Schalungselement |
DE202009005195U1 (de) | 2009-08-27 | 2009-11-12 | Peca - Verbundtechnik Gmbh | Abschalelement für den Betonbau |
DE202011051320U1 (de) | 2011-09-16 | 2011-10-28 | Peca Verbundtechnik Gmbh | Abschalelement für den Betonbau |
EP4063589A1 (de) | 2021-03-25 | 2022-09-28 | Max Frank GmbH & Co. KG | Abschalelement für den betonbau |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102007021826B4 (de) * | 2007-05-07 | 2009-04-09 | Max Frank Gmbh & Co. Kg | Schalungselement |
DE202007010219U1 (de) | 2007-07-23 | 2007-09-27 | Fwr Solutions Gmbh | Stirnabschalung |
DE102009041695A1 (de) | 2009-09-16 | 2011-03-24 | Fwr Solutions Gmbh | Stirnabschalung |
CN114150862B (zh) * | 2021-11-29 | 2023-05-23 | 山西四建集团有限公司 | 一种混凝土楼板施工缝处可调节周转模板 |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3454255A (en) | 1965-09-27 | 1969-07-08 | Andrew A Arquilla | Bulkhead construction for concrete structures having continuous reinforcements |
GB1568690A (en) | 1977-03-11 | 1980-06-04 | Screeton R | Method of sealing a stop-end and a seal therefor |
DE3070360D1 (en) | 1980-12-29 | 1985-04-25 | Losinger Ag | Connecting rods holding means for the realization of an efficient bond between two building elements |
DE3211563C2 (de) | 1982-02-25 | 1985-03-28 | Bernd 6451 Mainhausen Reichelt | Schalungs- und Verwahrungselement |
DE4111062C1 (de) | 1991-04-05 | 1992-05-14 | Peca-Verbundtechnik Gmbh, 8312 Dingolfing, De | |
DE9301565U1 (de) * | 1993-02-04 | 1994-06-01 | Peca-Verbundtechnik Gmbh, 84130 Dingolfing | Schalungselement |
-
1995
- 1995-03-29 DE DE29505305U patent/DE29505305U1/de not_active Expired - Lifetime
-
1996
- 1996-03-08 ES ES96103655T patent/ES2149395T3/es not_active Expired - Lifetime
- 1996-03-08 DE DE59605476T patent/DE59605476D1/de not_active Expired - Lifetime
- 1996-03-08 AT AT96103655T patent/ATE194202T1/de not_active IP Right Cessation
- 1996-03-08 PT PT96103655T patent/PT735213E/pt unknown
- 1996-03-08 EP EP96103655A patent/EP0735213B1/de not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202009004862U1 (de) | 2009-05-26 | 2009-08-27 | Peca-Verbundtechnik Gmbh | Schalungselement |
DE202009005195U1 (de) | 2009-08-27 | 2009-11-12 | Peca - Verbundtechnik Gmbh | Abschalelement für den Betonbau |
DE202011051320U1 (de) | 2011-09-16 | 2011-10-28 | Peca Verbundtechnik Gmbh | Abschalelement für den Betonbau |
EP4063589A1 (de) | 2021-03-25 | 2022-09-28 | Max Frank GmbH & Co. KG | Abschalelement für den betonbau |
DE102021107467A1 (de) | 2021-03-25 | 2022-09-29 | Max Frank GmbH & Co Kommanditgesellschaft | Abschalelement für den Betonbau |
Also Published As
Publication number | Publication date |
---|---|
ES2149395T3 (es) | 2000-11-01 |
PT735213E (pt) | 2000-11-30 |
DE29505305U1 (de) | 1996-07-25 |
ATE194202T1 (de) | 2000-07-15 |
DE59605476D1 (de) | 2000-08-03 |
EP0735213A1 (de) | 1996-10-02 |
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