EP0971084A1 - Schalungsanschlag - Google Patents
Schalungsanschlag Download PDFInfo
- Publication number
- EP0971084A1 EP0971084A1 EP99112877A EP99112877A EP0971084A1 EP 0971084 A1 EP0971084 A1 EP 0971084A1 EP 99112877 A EP99112877 A EP 99112877A EP 99112877 A EP99112877 A EP 99112877A EP 0971084 A1 EP0971084 A1 EP 0971084A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- formwork
- opening
- jacket
- stop according
- formwork stop
- 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
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
- 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
-
- 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
Definitions
- the invention is based on a formwork stop as he is used for the lateral support of concrete formwork.
- Such formwork stops are, for example, with the help of Bolts shot in. Then the formwork laterally applied to the stop.
- Such a formwork stop is known from EP 420 797.
- the invention has for its object a formwork stop to improve in such a way that he is available for additional tasks can be used.
- the invention proposes a formwork stop with the features of claim 1. Training the invention are the subject of the dependent claims, their wording as well as the wording of the summary by reference to the content of the description is made.
- Reinforcements often have to be placed in the concrete. These are reinforcement meshes that are spaced apart from the floor and / or wall of the formwork Need to become. This is often done with the help of reinforcement brackets, to which the mats are attached using wire become.
- the formwork stop proposed by the invention can take on this task with, since the Rödeldraht through the opening and around the reinforcement mat can be looped around. Because the formwork stop according to the invention also has a certain height, can the reinforcement meshes at a distance from the corresponding surfaces be attached.
- the use of formwork stops according to the invention for fastening reinforcement mats has the advantage that the fitter only one type of article must carry with him so that he makes no mistakes in the selection of the object and in this way also faster can work.
- a is usually used Bolt setting tool that uses a steel nail through the the opening in the subsurface shoots.
- the opening is preferably a sleeve formed to increase stability.
- the formwork stop can be provided Manufacture from plastic, especially in a two-part Splash shape.
- the opening is perpendicular to a diametrical Parting plane runs through the jacket.
- the invention generally proposes the formwork stop so to train that it can be used as a reinforcement holder.
- Figure 1 shows a side view of a proposed by the invention Formwork stop.
- the one-piece made of plastic sprayed formwork stop contains a jacket 1, the shape of a straight circular cylinder in the example shown having.
- the lower end of the casing 1 in FIG. 1 lies in a flat surface, the mantle of this flat surface 2 contains outgoing incisions 3.
- the level Area 2, from which the incisions 3 originate, is the Support surface with which the formwork stop on a surface is attached to which it is attached.
- the opposite End face 4 of the jacket 1 is shown in the Example also in one plane, this area being complete lies in the plane.
- the formwork stop contains between the two end faces 2, 4 an intermediate floor 5 which extends from wall to wall.
- the intermediate floor 5 can have individual through openings 6 have.
- the middle is between the intermediate floor and the support surface 2 is arranged a sleeve member 7, the one Includes through opening 8.
- the through opening 8 is in the axis of the jacket 1. Through the through opening 8 a fastening bolt shot into the ground, for example a steel nail.
- the jacket 1 contains between the intermediate floor 5 and the Support surface 2 facing end surface in the example shown a total of four openings 10, the openings with a closed Edge are formed.
- the cross section represents above the bottom 5, the openings 10 rectilinear and perpendicular to a diametrical plane that in Figure 3 would run horizontally. This allows the Openings when making the formwork stop in a split Simply create the shape.
- the formwork stop can be used as a normal formwork stop be used. In this case, he will be prescribed Place attached and a formwork board to the outside of the jacket 1 created.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Materials For Medical Uses (AREA)
- Seal Device For Vehicle (AREA)
Abstract
Description
- Fig. 1
- eine Seitenansicht eines als Bewehrungshalter verwendbaren Schalungsanschlags nach der Erfindung;
- Fig. 2
- einen Querschnitt durch den Schalungsanschlag nach Fig. 1;
- Fig. 3
- einen Schnitt längs Linie III-III in Fig. 2.
Claims (8)
- Schalungsanschlag , mit1.1 einem zylindrischen Mantel (1), der1.1.1 zwei Endflächen (2, 4) aufweist, von denen1.1.2 eine als ggf. unterbrochene ebene Auflagefläche (2) ausgebildet ist,1.2 einen Zwischenboden (5), der1.2.1 den Mantel (1) mit Abstand von der Auflagefläche (2) von Wand zu Wand quer durchsetzt,1.3 einer Öffnung (8) in dem Zwischenboden (5), die1.3.1 zur Aufnahme eines Befestigungselements bestimmt ist, sowie mit1.4 mindestens einer Öffnung (10) in dem Mantel (1).
- Schalungsanschlag nach Anspruch 1, bei dem die Öffnung (8) für das Befestigungselement in einem sich von dem Zwischenboden (5) ausgehend in Richtung auf die Auflagefläche (2) erstreckten Hülsenelement (7) angeordnet ist.
- Schalungsanschlag nach Anspruch 1 oder 2, bei dem die Öffnung (10) auf der der Auflagefläche (2) abgewandten Seite des Zwischenbodens (5) angeordnet ist.
- Schalungsanschlag nach einen der vorhergehenden Ansprüche, bei dem die Öffnung (10) einen geschlossenen Rand aufweist.
- Schalungsanschlag nach einem der vorhergehenden Ansprüche, bei dem die Öffnung (10) senkrecht zu einer diametralen Trennebene durch den Mantel (1) verläuft.
- Schalungsanschlag nach einem der vorhergehenden Ansprüche, aus Kunststoff gespritzt.
- Schalungsanschlag nach einem der vorhergehenden Ansprüche, mit mehreren Öffnungen (10) auf gleicher Höhe.
- Schalungsanschlag nach einem der vorhergehenden Ansprüche, der derart ausgebildet ist, daß er als Bewehrungshalter verwendbar ist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29812111U DE29812111U1 (de) | 1998-07-09 | 1998-07-09 | Schalungsanschlag |
DE29812111U | 1998-07-09 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0971084A1 true EP0971084A1 (de) | 2000-01-12 |
EP0971084B1 EP0971084B1 (de) | 2004-06-23 |
Family
ID=8059551
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99112877A Expired - Lifetime EP0971084B1 (de) | 1998-07-09 | 1999-07-03 | Schalungsanschlag |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0971084B1 (de) |
AT (1) | ATE269924T1 (de) |
DE (2) | DE29812111U1 (de) |
ES (1) | ES2224502T3 (de) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2837229A1 (fr) * | 2002-03-15 | 2003-09-19 | Hilti Ag | Corps de butee |
DE102008001170A1 (de) | 2008-04-14 | 2009-10-15 | Hilti Aktiengesellschaft | Anschlagkörper für Betonschalungen |
DE102008001168A1 (de) | 2008-04-14 | 2009-10-15 | Hilti Aktiengesellschaft | Anschlagkörper-System und Anschlagkörper für Betonschalungen |
DE102008054402A1 (de) | 2008-12-09 | 2010-06-10 | Hilti Aktiengesellschaft | Anschlagkörper für Betonschalungen |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH713432A2 (de) * | 2017-02-01 | 2018-08-15 | Albanese Pino | Verfahren zum Verbinden eines Distanzhalterstabs mit einem Anschlusseisen an einer Teilbaute, sowie einen Keil, eine Abstand- und Anschlaghalteranordnung und ein Halter. |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1371116A (fr) * | 1963-10-11 | 1964-08-28 | Rapid Metal Developments Aust | Entretoise pour armature |
CH537504A (de) * | 1970-03-06 | 1973-07-13 | Isofil Und Kunststoff Ag | Abstandhalter für Eisenbetonstäbe |
FR2346518A1 (fr) * | 1976-03-29 | 1977-10-28 | Mandelli Jean | Distancier universel pour fers a beton |
EP0082737A1 (de) * | 1981-12-23 | 1983-06-29 | Howard Hewitt | Abstandshalter für Betonbewehrungen |
EP0420797A2 (de) * | 1989-09-23 | 1991-04-03 | HILTI Aktiengesellschaft | Anschlagkörper für Betonschalungen |
EP0420979A1 (de) | 1988-02-02 | 1991-04-10 | Hankyu-Kyoei Bussan Co., Ltd. | Mittel zur verbesserung des fettabbaus und verfahren zur verwendung |
WO1996000825A1 (en) * | 1994-06-30 | 1996-01-11 | Henning Baltzer Rasmussen | Spacing member |
EP0875643A1 (de) * | 1997-05-03 | 1998-11-04 | HILTI Aktiengesellschaft | Anschlagkörper für Betonschalungen |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE364337B (de) * | 1972-06-26 | 1974-02-18 | C O Malmen | |
US5107654A (en) * | 1988-10-07 | 1992-04-28 | Nicola Leonardis | Foundation reinforcement chairs |
-
1998
- 1998-07-09 DE DE29812111U patent/DE29812111U1/de not_active Expired - Lifetime
-
1999
- 1999-07-03 DE DE59909792T patent/DE59909792D1/de not_active Expired - Fee Related
- 1999-07-03 AT AT99112877T patent/ATE269924T1/de not_active IP Right Cessation
- 1999-07-03 ES ES99112877T patent/ES2224502T3/es not_active Expired - Lifetime
- 1999-07-03 EP EP99112877A patent/EP0971084B1/de not_active Expired - Lifetime
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1371116A (fr) * | 1963-10-11 | 1964-08-28 | Rapid Metal Developments Aust | Entretoise pour armature |
CH537504A (de) * | 1970-03-06 | 1973-07-13 | Isofil Und Kunststoff Ag | Abstandhalter für Eisenbetonstäbe |
FR2346518A1 (fr) * | 1976-03-29 | 1977-10-28 | Mandelli Jean | Distancier universel pour fers a beton |
EP0082737A1 (de) * | 1981-12-23 | 1983-06-29 | Howard Hewitt | Abstandshalter für Betonbewehrungen |
EP0420979A1 (de) | 1988-02-02 | 1991-04-10 | Hankyu-Kyoei Bussan Co., Ltd. | Mittel zur verbesserung des fettabbaus und verfahren zur verwendung |
EP0420797A2 (de) * | 1989-09-23 | 1991-04-03 | HILTI Aktiengesellschaft | Anschlagkörper für Betonschalungen |
WO1996000825A1 (en) * | 1994-06-30 | 1996-01-11 | Henning Baltzer Rasmussen | Spacing member |
EP0875643A1 (de) * | 1997-05-03 | 1998-11-04 | HILTI Aktiengesellschaft | Anschlagkörper für Betonschalungen |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2837229A1 (fr) * | 2002-03-15 | 2003-09-19 | Hilti Ag | Corps de butee |
DE102008001170A1 (de) | 2008-04-14 | 2009-10-15 | Hilti Aktiengesellschaft | Anschlagkörper für Betonschalungen |
DE102008001168A1 (de) | 2008-04-14 | 2009-10-15 | Hilti Aktiengesellschaft | Anschlagkörper-System und Anschlagkörper für Betonschalungen |
EP2110497A1 (de) | 2008-04-14 | 2009-10-21 | HILTI Aktiengesellschaft | Anschlagkörper für Betonschalungen |
EP2110498A1 (de) | 2008-04-14 | 2009-10-21 | HILTI Aktiengesellschaft | Anschlagkörper-System und Anschlagkörper für Betonschalungen |
DE102008054402A1 (de) | 2008-12-09 | 2010-06-10 | Hilti Aktiengesellschaft | Anschlagkörper für Betonschalungen |
EP2196599A2 (de) | 2008-12-09 | 2010-06-16 | HILTI Aktiengesellschaft | Anschlagkörper für Betonschalungen |
US8359760B2 (en) | 2008-12-09 | 2013-01-29 | Hilti Aktiengesellschaft | Form aligner for concrete formwork |
Also Published As
Publication number | Publication date |
---|---|
EP0971084B1 (de) | 2004-06-23 |
ATE269924T1 (de) | 2004-07-15 |
DE59909792D1 (de) | 2004-07-29 |
ES2224502T3 (es) | 2005-03-01 |
DE29812111U1 (de) | 1999-11-18 |
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