DE202006012801U1 - Concrete shuttering system for building foundations has shuttering frames of variable height and length with foot plates fixed on lower frame side for pegs to anchor in ground and support shuttering against concrete pressure - Google Patents

Concrete shuttering system for building foundations has shuttering frames of variable height and length with foot plates fixed on lower frame side for pegs to anchor in ground and support shuttering against concrete pressure Download PDF

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Publication number
DE202006012801U1
DE202006012801U1 DE200620012801 DE202006012801U DE202006012801U1 DE 202006012801 U1 DE202006012801 U1 DE 202006012801U1 DE 200620012801 DE200620012801 DE 200620012801 DE 202006012801 U DE202006012801 U DE 202006012801U DE 202006012801 U1 DE202006012801 U1 DE 202006012801U1
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DE
Germany
Prior art keywords
shuttering
formwork
frames
concrete
ground
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
Application number
DE200620012801
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German (de)
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
EWERT, AXEL, DE
Original Assignee
KUEHN und EWERT oHG
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by KUEHN und EWERT oHG filed Critical KUEHN und EWERT oHG
Priority to DE200620012801 priority Critical patent/DE202006012801U1/en
Publication of DE202006012801U1 publication Critical patent/DE202006012801U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • 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
    • E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms

Abstract

The shuttering system comprises various different shuttering frames of variable length and height which can be connected to set up base plates and foundation strips. The individual frames have on their lower frame side fixedly integrated foot plates for receiving the pegs which anchor in the ground and support the shuttering against the concrete pressure. The shuttering frames have openings on the upper stays for receiving the specially designed shuttering supports which provide the perpendicular support for the shuttering against the concrete pressure. The individual shuttering components can be re-used and avoid the need for time-consuming screw or hinged connections.

Description

Stand der Technik:State of the art:

Schalungen für Bodenplatten werden bisher meist aufwendig komplett mit Holz geschalt oder bei Vorhandensein von Schalungsplatten, ebenfalls sehr zeit- und kostenaufwendig mit einer Holzkonstruktion oder anderweitiger Abschalungen gegen den Betondruck abgestützt. Schalungen für Streifenfundamente werden ebenfalls entweder komplett mit Holz oder mit normalen Schalsystemen geschalt, wobei hierbei die Schalung mit Spannstäben gegen den Betondruck abgesteift werden muss.Formwork for floor slabs are so far usually elaborately completely shuttered with wood or in the presence of formwork panels, also very time and cost consuming with a wooden construction or other formwork against the Concrete pressure supported. Formwork for Strip foundations are also either complete with wood or with normal scarf systems geschalt, in which case the formwork with tensioning bars must be stiffened against the concrete pressure.

Meist müssen die komplette Holzkonstruktionen bzw. die Aussteifungen nach dem Betonieren entsorgt werden, was hohe Kosten durch Arbeitszeit und Entsorgung bedeutet.Most of time have to the complete wooden constructions or the stiffeners after the Concreting to be disposed of, resulting in high costs due to working hours and Disposal means.

Auch andere (verlorene) Schalungen haben zusätzlich den Nachteil, dass Sie nicht wieder verwendbar sind und für jedes weitere Bauvorhaben kostenintensiv wieder angeschafft werden müssen.Also other (lost) formwork additionally has the disadvantage that you are not reusable and costly for any further construction project must be purchased again.

Erfindung:Invention:

Entwicklung einer Betonschalung mit integrierten Vorrichtungen zur Bodenverankerung und variabler Abstützungen bis zur Serienreife,
durch den Einsatz und die geeignete Konstruktion sowie Zusammenstellung von entsprechenden Komponenten gemäß Schutzansprüche 1 bis 4.Development of a concrete formwork with integrated devices for ground anchoring and variable supports up to series maturity,
by the use and the appropriate construction and composition of corresponding components according to protection claims 1 to 4.

Vorteilhafte Auswirkung der Erfindung:Advantageous effect the invention:

Mit der Erfindung wird erreicht, dass:

  • 1.) zu betonierende Bodenplatten und Streifenfundamente mit diesem kompletten System, ohne zusätzlichen Kosten- und Zeitaufwand für Holz-, Holzabstützung- bzw. anderen Abstützungskonstruktionen schnellstmöglich abzuschalen sind.
  • 2.) die Schalung unkompliziert und schnell durch die integrierten Fußplatten mittels Erdnägel gegen den Betondruck verankert werden kann.
  • 3.) die Schalung, durch die am Schalungsrahmen vorgesehenen Öffnungen, mit speziellen variablen Schalungsstützen lotrecht justiert und abgesteift werden kann.
With the invention it is achieved that:
  • 1.) to be concreted floor slabs and strip foundations with this complete system, without any additional cost and time required for wood, Holzabstützung- or other support structures are abgeschalen as quickly as possible.
  • 2.) the formwork can be easily and quickly anchored by the integrated foot plates by means of pegs against the concrete pressure.
  • 3.) the formwork, through which provided on the formwork frame openings, can be adjusted and stiffened vertically with special variable formwork supports.

Figuren in der Zeichnung:Figures in the drawing:

1.) Der Schalungsrahmen, Standartmaße 2500 × 300, besitzt, wie auf der Draufsicht zu sehen, 3 integrierte Fußplatten für die Aufnahme der speziellen Erdnägel zur Bodenverankerung. Zur Reduzierung des Gewichtes wurde der Rahmen aus Flachstahl und Hohlprofilen konstruiert. 1 The shuttering frame, standard size 2500 × 300, has, as seen on the plan view, 3 integral base plates for receiving the special ground anchoring pegs. To reduce the weight of the frame was constructed of flat steel and hollow sections.

2.) Der Schalungsrahmen, Standartmaße 1250 × 300, konstruiert nach dem gleichen Prinzip, besitzt, wie auf der Draufsicht zu sehen, 2 integrierte Fußplatten zur Bodenverankerung. 2 The shuttering frame, standard dimensions 1250 × 300, constructed according to the same principle, has, as seen on the plan view, 2 integral foot plates for ground anchoring.

3.) Die variable Schalungsstütze dient der oberen, lotrechten Abstützung der Schalungsrahmen und wird ebenfalls mit Erdnägeln verankert. Das Verbinden der Schalungsstütze mit dem Schalungsrahmen erfolgt durch einfaches Zusammenstecken der beiden Komponenten, ohne jegliche Schrauben, Verkeilungen oder Gelenkverbindungen. 3 .) The variable formwork support serves for the upper, vertical support of the formwork frames and is also anchored with pegs. The connection of the formwork support with the formwork frame is done by simply mating the two components, without any screws, wedges or joints.

4.) Die speziell angefertigten Erdnägel dienen zur Bodenverankerung der integrierten Fußplatten und Schalungsstützen. 4 The specially designed pegs are used to anchor the floor to the integrated footplates and formwork posts.

5.) Die schnelle und unkomplizierte Zusammensetzung der einzelnen Schalungskomponenten ergibt die komplette Betonschalung zum Abschalen von Bodenplatten und Streifenfundamenten. 5 .) The quick and uncomplicated composition of the individual shuttering components results in the complete concrete formwork for shuttering of floor slabs and strip foundations.

Claims (1)

Entwicklung und Verbindung von Komponenten für den Bau und die Konstruktion einer Betonschalung mit integrierten Vorrichtungen zur Bodenverankerung und variabler Abstützungen zum Einsatz bei Randabschalungen von Bodenplatten und Streifenfundamenten. Die Schutzansprüche sind dadurch gekennzeichnet, dass: 1.) speziell für die Errichtung von Bodenplatten und Streifenfundamenten verschiedene, verbindbare Schalungsrahmen mit variablen Längen und Höhen entwickelt wurden. 2.) die einzelnen Schalungsrahmen an der unteren Rahmenseite fest integrierten Fußplatten zur Aufnahme von Erdnägeln besitzen, die der Bodenverankerung und unteren Abstützung der Schalung gegen den Betondruck bei Betonierarbeiten dienen. 3.) die Schalungsrahmen so konstruiert wurden, dass sie an der oberen Verstrebung Öffnungen zur Aufnahme speziell entwickelten Schalungsstützen besitzen, die der notwendigen, lotrechten Abstützung der Schalung gegen den Betondruck dienen. 4.) ein Zusammenbau der einzelnen, wieder verwendbaren Schalungskomponenten zur Gesamtkonstruktion, auf Grund der Einfachheit innerhalb kürzester Zeit möglich ist, ohne zeitraubende, verschleißende Schraub-, Keil- oder Gelenkverbindungen.Development and connection of components for the construction and construction of a concrete formwork with integrated devices for ground anchoring and variable supports for use in edge formwork of floor slabs and strip foundations. The protection claims are characterized in that: 1.) different, especially for the construction of floor panels and strip foundations, connectable formwork frames with variable lengths and heights were developed. 2.) have the individual formwork frame on the lower frame side firmly integrated foot plates for receiving Erdnägeln that serve the ground anchorage and lower support of the formwork against the concrete pressure in concreting. 3.) the formwork frames have been designed so that they have on the upper strut openings for receiving specially developed formwork supports, which serve the necessary, vertical support of the formwork against the concrete pressure. 4.) an assembly of the individual, reusable formwork components to the overall construction, due to the simplicity within a very short time is possible without time-consuming, weary screw, wedge or joint connections.
DE200620012801 2006-08-19 2006-08-19 Concrete shuttering system for building foundations has shuttering frames of variable height and length with foot plates fixed on lower frame side for pegs to anchor in ground and support shuttering against concrete pressure Expired - Lifetime DE202006012801U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE200620012801 DE202006012801U1 (en) 2006-08-19 2006-08-19 Concrete shuttering system for building foundations has shuttering frames of variable height and length with foot plates fixed on lower frame side for pegs to anchor in ground and support shuttering against concrete pressure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200620012801 DE202006012801U1 (en) 2006-08-19 2006-08-19 Concrete shuttering system for building foundations has shuttering frames of variable height and length with foot plates fixed on lower frame side for pegs to anchor in ground and support shuttering against concrete pressure

Publications (1)

Publication Number Publication Date
DE202006012801U1 true DE202006012801U1 (en) 2006-11-09

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
DE200620012801 Expired - Lifetime DE202006012801U1 (en) 2006-08-19 2006-08-19 Concrete shuttering system for building foundations has shuttering frames of variable height and length with foot plates fixed on lower frame side for pegs to anchor in ground and support shuttering against concrete pressure

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DE (1) DE202006012801U1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2461118A1 (en) * 2009-07-28 2012-06-06 Abengoa Solar New Technologies, S.A. Frame for supporting and calibrating a pedestal, preferably for a heliostat
DE102011050340A1 (en) * 2011-05-13 2012-11-15 Mako Gmbh & Co. Kg Schalungstechnik Edge formwork element for edge-side limiting of concrete filled region for producing e.g. floor slab of building, has supporting elements secured at upper area of panel, longitudinal beam element and region of cross beam elements

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2461118A1 (en) * 2009-07-28 2012-06-06 Abengoa Solar New Technologies, S.A. Frame for supporting and calibrating a pedestal, preferably for a heliostat
EP2461118A4 (en) * 2009-07-28 2014-06-18 Abengoa Solar New Tech Sa Frame for supporting and calibrating a pedestal, preferably for a heliostat
DE102011050340A1 (en) * 2011-05-13 2012-11-15 Mako Gmbh & Co. Kg Schalungstechnik Edge formwork element for edge-side limiting of concrete filled region for producing e.g. floor slab of building, has supporting elements secured at upper area of panel, longitudinal beam element and region of cross beam elements
DE102011050340B4 (en) * 2011-05-13 2016-07-14 Mako Gmbh & Co. Kg Schalungstechnik Edge formwork element

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Legal Events

Date Code Title Description
R207 Utility model specification

Effective date: 20061214

R081 Change of applicant/patentee

Owner name: EWERT, AXEL, DE

Free format text: FORMER OWNER: KUEHN UND EWERT OHG, 15907 LUEBBEN, DE

Effective date: 20091001

R150 Term of protection extended to 6 years

Effective date: 20091009

R151 Term of protection extended to 8 years
R151 Term of protection extended to 8 years

Effective date: 20121016

R158 Lapse of ip right after 8 years
R158 Lapse of ip right after 8 years

Effective date: 20150303