DE29720149U1 - Clamping element for pressing connectors onto the formwork for a concrete component - Google Patents
Clamping element for pressing connectors onto the formwork for a concrete componentInfo
- Publication number
- DE29720149U1 DE29720149U1 DE29720149U DE29720149U DE29720149U1 DE 29720149 U1 DE29720149 U1 DE 29720149U1 DE 29720149 U DE29720149 U DE 29720149U DE 29720149 U DE29720149 U DE 29720149U DE 29720149 U1 DE29720149 U1 DE 29720149U1
- Authority
- DE
- Germany
- Prior art keywords
- clamping element
- formwork
- concrete component
- produced
- connectors onto
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
- E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
- E04G15/06—Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
- E04G15/061—Non-reusable forms
-
- 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
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
- E04G21/185—Means for positioning building parts or elements for anchoring elements or elements to be incorporated in the structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Manufacturing Of Electrical Connectors (AREA)
Description
"Klemmelement zum Andrücken von Verbindungsstücken an die Schalung für ein Betonbauteil""Clamping element for pressing connecting pieces onto the formwork for a concrete component"
Die Erfindung betrifft ein Klemmelement zum Andrücken von Verbindungsstücken, wie Wandanschluß-, Anker- oder Schlauchverbindungselementen an die Schalung für ein Betonbauteil.The invention relates to a clamping element for pressing connecting pieces, such as wall connection, anchor or hose connection elements to the formwork for a concrete component.
Bei der Befestigung von Bewehrungsanschlüssen bestehen derzeit nur zwei Möglichkeiten:There are currently only two options for fixing reinforcement connections:
1. Den Bewehrungsanschluß an die Schalung anzunageln.
Diese Möglichkeit ist die schnellste und einfachste.1. Nail the reinforcement connection to the formwork.
This option is the fastest and easiest.
2. Den Bewehrungsanschluß auf die Bewehrung aufzubinden.2. Tie the reinforcement connection to the reinforcement.
Bei der zweiten Befestigungsmöglichkeit gibt es keine Probleme, der Bewehrungsanschluß hat jedoch keinen direkten Kontakt zur Schalung.There are no problems with the second fastening option, but the reinforcement connection has no direct contact with the formwork.
Beim Befüllen der Schalung gelangt Beton zwischen die Abdeckung des Verwahrkastens und die Schalung (Hinterlaufen).When filling the formwork, concrete gets between the cover of the storage box and the formwork (running behind).
Nach Entfernen der Schalung muß die Abdeckung des Verwahrkastens freigelegt werden, was mit erheblichem Aufwand verbunden ist.After removing the formwork, the cover of the storage box must be exposed, which involves considerable effort.
Teilweise ist es schwierig, diese Bewehrungsanschlüsse wiederzufinden,
da die Abdeckung mit Beton benetzt ist, und nur vermutet werden kann, wo der Bewehrungsanschluß sich befindet.
5Sometimes it is difficult to find these reinforcement connections because the cover is covered with concrete and one can only guess where the reinforcement connection is located.
5
Bei Ankerschienen ist dieses Problem aufgrund der geringen Abmessung noch schwieriger.With anchor channels, this problem is even more difficult due to their small dimensions.
Aufgabe der Erfindung ist es, die eingangs beschriebenen Probleme zu vermeiden und eine Abstandshaltevorrxchtung zu schaffen, die diese Nachteile ausschließt.The object of the invention is to avoid the problems described above and to create a spacing device that eliminates these disadvantages.
Zur Lösung dieser Aufgabe wird ein Klemmelement mit den Merkmalen des Anspruchs 1 vorgeschlagen.
15 To solve this problem, a clamping element with the features of claim 1 is proposed.
15
Vorteilhafte Ausgestaltungen ergeben sich ohne weiteres aus den Zeichnungen und im übrigen aus der nachfolgenden Beschreibung. In der Zeichnung zeigenAdvantageous embodiments are readily apparent from the drawings and from the following description. The drawing shows
Fig. 1 bis 29 verschiedenen Ausführungsformen erfindungs-Fig. 1 to 29 different embodiments of the invention
geraäßer Klemmelemente.straight clamping elements.
Die Klemmelemente 10 können aus Kunststoff, Metallblech, Federstahl, Federn, Federstahlstiften oder dergleichen bzw. Kombinationen daraus entstehen.The clamping elements 10 can be made of plastic, sheet metal, spring steel, springs, spring steel pins or the like or combinations thereof.
Das Klemmelement weist ein Befestigungsmittel 11; 11A, HB, wie Klemmvorrichtungen 22 oder andere Befestigungsmittel, wie sie z. B. aus Figuren 18 und 22 ersichtlich sind, auf. Diese gestatten ein Verbinden des Klemmelementes 10 mit einem oder mehreren Bewehrungsstäben 21 des herzustellenden Betonbauteils.The clamping element has a fastening means 11; 11A, HB, such as clamping devices 22 or other fastening means, as can be seen, for example, in Figures 18 and 22. These allow the clamping element 10 to be connected to one or more reinforcing bars 21 of the concrete component to be produced.
Erste Abstützkörper 12; 12A, 12B des Klemmelementes 10 stützen dieses gegen mindestens einen Bewehrungsstab 21 des herzustellenden Betonbauteils ab. Mindestens ein zweiterFirst support bodies 12; 12A, 12B of the clamping element 10 support it against at least one reinforcing bar 21 of the concrete component to be produced. At least a second
Abstützkörper 13; 13A, 13B stützt das Klemmelement 10 gegen das Verbindungsstück 23, 23A, ... ab und drückt wiederum gegen eine Schalung 22 für das Betonbauteil (siehe Figuren 29 und 24B). Zwischen ersten und zweiten Abstützkörpern 12 und 13 ist ein Federelement in Gestalt einer Druckfeder 14 zwischengeordnet, die die ersten und zweiten Abstützkörper federnd auf Abstand hält.Support body 13; 13A, 13B supports the clamping element 10 against the connecting piece 23, 23A, ... and in turn presses against a formwork 22 for the concrete component (see Figures 29 and 24B). Between the first and second support bodies 12 and 13 there is a spring element in the form of a compression spring 14 which keeps the first and second support bodies at a distance in a resilient manner.
Die Montage erfolgt so, daß die Klemmvorrichtung 10 an den Bewehrungsstäben 21 des herzustellenden Betonbauteils mit den mindestens einen Befestigungsmittel 11 befestigt wird, z. B. durch Einhängen, Anbinden, Schrauben, Schweißen und dergleichen. Das Klemmelement 10 stützt sich über Abstützkörper 12 an den betreffenden und gegebenenfalls weiteren Bewehrungsstäben ab. Das an die Schalung anzudrückende Verbindungsstück 23, 23A, ... kann gewünschtenf alls an dem Klemmelement befestigt sein oder befestigt werden. Beispiele hierfür finden sich in Figuren 14 bis 16, 19, 23, 24A/B und siehe 26 bis 28. Beim Verschließen der Schalung ergibt sich ein Anpreßdruck, weil sich das Verbindungsstück zwischen der Schalungsinnenseite und der Bewehrung mittels des Klemmelementes abstützt. Die Bewehrungsstäbe untereinander sind üblicherweise zug- und/oder druckfest verbunden. Außerdem sind üblicherweise Schalungspreizen vorgesehen, so daß die Federwirkung des Klemmelementes voll zum Tragen kommt.The assembly is carried out in such a way that the clamping device 10 is fastened to the reinforcing bars 21 of the concrete component to be produced with at least one fastening means 11, e.g. by hanging, tying, screwing, welding and the like. The clamping element 10 is supported by the support body 12 on the relevant and possibly further reinforcing bars. The connecting piece 23, 23A, ... to be pressed onto the formwork can be or be fastened to the clamping element if desired. Examples of this can be found in Figures 14 to 16, 19, 23, 24A/B and see 26 to 28. When the formwork is closed, a contact pressure is created because the connecting piece between the inside of the formwork and the reinforcement is supported by the clamping element. The reinforcing bars are usually connected to one another in a tensile and/or compressive manner. In addition, formwork spreaders are usually provided so that the spring effect of the clamping element is fully effective.
Claims (1)
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29720149U DE29720149U1 (en) | 1997-11-14 | 1997-11-14 | Clamping element for pressing connectors onto the formwork for a concrete component |
PCT/EP1998/007317 WO1999025941A1 (en) | 1997-11-14 | 1998-11-16 | Clamping element for pressing connecting pieces against a construction form for a concrete building component |
DE19881633T DE19881633D2 (en) | 1997-11-14 | 1998-11-16 | Clamping element for pressing connectors onto the formwork for a concrete component |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29720149U DE29720149U1 (en) | 1997-11-14 | 1997-11-14 | Clamping element for pressing connectors onto the formwork for a concrete component |
Publications (1)
Publication Number | Publication Date |
---|---|
DE29720149U1 true DE29720149U1 (en) | 1999-05-12 |
Family
ID=8048580
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE29720149U Expired - Lifetime DE29720149U1 (en) | 1997-11-14 | 1997-11-14 | Clamping element for pressing connectors onto the formwork for a concrete component |
DE19881633T Ceased DE19881633D2 (en) | 1997-11-14 | 1998-11-16 | Clamping element for pressing connectors onto the formwork for a concrete component |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19881633T Ceased DE19881633D2 (en) | 1997-11-14 | 1998-11-16 | Clamping element for pressing connectors onto the formwork for a concrete component |
Country Status (2)
Country | Link |
---|---|
DE (2) | DE29720149U1 (en) |
WO (1) | WO1999025941A1 (en) |
Families Citing this family (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10049006A1 (en) * | 2000-09-27 | 2002-04-11 | Deha Ankersysteme | Anchor rail arrangement |
FI121677B (en) * | 2004-12-08 | 2011-02-28 | Teraespeikko Oy | Perforation Reinforcement |
DE502005000136D1 (en) * | 2005-01-14 | 2006-11-16 | Halfen Gmbh & Co Kg | Fastening element for a mounting rail and rail arrangement |
NZ571533A (en) * | 2008-09-24 | 2009-12-24 | Stahlton Engineered Concrete A | Hanger system for concrete building units |
DE202010000544U1 (en) * | 2010-04-09 | 2010-06-10 | Kaiser Gmbh & Co. Kommanditgesellschaft | Installation box for electrical purposes |
DE102010029045A1 (en) * | 2010-05-18 | 2011-11-24 | Hilti Aktiengesellschaft | Adapter and holding system with an adapter |
DK2551416T3 (en) * | 2011-07-27 | 2014-02-24 | Hilti Ag | anchor rail |
EP2626484B1 (en) | 2012-02-10 | 2019-02-20 | Christoph Morach | Assembly aid for installing concrete walls |
CN103866921B (en) * | 2014-03-26 | 2016-07-13 | 王睿敏 | Rebar connector between precast reinforced concrete structure, manufacture method and construction method |
DE102014107085B3 (en) * | 2014-05-20 | 2015-08-13 | Günther Spelsberg GmbH & Co. KG | Electrical installation device for concrete construction |
CN106738306B (en) * | 2017-01-28 | 2019-01-01 | 初明进 | The precast reinforced concrete structure production method of band connection reinforcing bar |
CN106677419A (en) * | 2017-01-28 | 2017-05-17 | 初明进 | Manufacturing method of prefabricated concrete member with connecting steel bars |
CN106626050A (en) * | 2017-01-28 | 2017-05-10 | 初明进 | Producing method of precast reinforced concrete member with connecting reinforcement |
CN106738307B (en) * | 2017-01-28 | 2019-01-01 | 初明进 | The prefabricated components production method of band connection reinforcing bar |
CN106827226A (en) * | 2017-01-28 | 2017-06-13 | 初明进 | Prefabricated components preparation method with connection reinforcing bar |
CN106869332A (en) * | 2017-01-28 | 2017-06-20 | 初明进 | Precast concrete preparation method with connection reinforcing bar |
DE102020121852A1 (en) * | 2020-08-20 | 2022-02-24 | Fischerwerke Gmbh & Co. Kg | Anchor holder, anchor rail and arrangement with the anchor rail |
US20240217137A1 (en) * | 2021-07-14 | 2024-07-04 | Leviat Pty Ltd | Recess former and anchor assembly |
US20230417072A1 (en) * | 2022-06-27 | 2023-12-28 | JMR Technologies | Thermally Insulated Tilt-Up Wall Lift and Brace Assemblies |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4073114A (en) * | 1977-04-01 | 1978-02-14 | Unistrut Corporation | Insert assembly for use in pre-stressed concrete structures |
CH627221A5 (en) * | 1980-07-23 | 1981-12-31 | Marcel Genoud | Method for positioning an element intended to be included in a cast material containing reinforcement and means for the implementation of this method |
DE3423284A1 (en) * | 1984-06-23 | 1986-01-02 | Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen | Process for installing steel connecting plates into a prefabricated reinforced concrete compound unit, and spring element for carrying out the process |
-
1997
- 1997-11-14 DE DE29720149U patent/DE29720149U1/en not_active Expired - Lifetime
-
1998
- 1998-11-16 DE DE19881633T patent/DE19881633D2/en not_active Ceased
- 1998-11-16 WO PCT/EP1998/007317 patent/WO1999025941A1/en active Application Filing
Also Published As
Publication number | Publication date |
---|---|
DE19881633D2 (en) | 2000-07-06 |
WO1999025941A9 (en) | 1999-08-26 |
WO1999025941A1 (en) | 1999-05-27 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
R207 | Utility model specification |
Effective date: 19990624 |
|
R150 | Utility model maintained after payment of first maintenance fee after three years |
Effective date: 20010215 |
|
R151 | Utility model maintained after payment of second maintenance fee after six years |
Effective date: 20040727 |
|
R152 | Utility model maintained after payment of third maintenance fee after eight years |
Effective date: 20060131 |
|
R071 | Expiry of right |