DE3132624A1 - Apparatus for erecting shuttering for reinforced-concrete floors - Google Patents

Apparatus for erecting shuttering for reinforced-concrete floors

Info

Publication number
DE3132624A1
DE3132624A1 DE19813132624 DE3132624A DE3132624A1 DE 3132624 A1 DE3132624 A1 DE 3132624A1 DE 19813132624 DE19813132624 DE 19813132624 DE 3132624 A DE3132624 A DE 3132624A DE 3132624 A1 DE3132624 A1 DE 3132624A1
Authority
DE
Germany
Prior art keywords
supports
telescopic
supported
shuttering
diagonal
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.)
Withdrawn
Application number
DE19813132624
Other languages
German (de)
Inventor
Peter Todorov Dipl.-Ing. Kabakov
Rumen Dimitrov Dipl.-Ing. Plovdiv Kaloferov
Marko Grigorov Dipl.-Ing. Kustinarov
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.)
STR MONTAZEN KOM
Original Assignee
STR MONTAZEN KOM
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 STR MONTAZEN KOM filed Critical STR MONTAZEN KOM
Priority to DE19813132624 priority Critical patent/DE3132624A1/en
Publication of DE3132624A1 publication Critical patent/DE3132624A1/en
Withdrawn legal-status Critical Current

Links

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
    • E04G11/38—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 for plane ceilings of concrete

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)

Abstract

A description is given of an apparatus for erecting shuttering for reinforced-concrete floors, comprising a metal grid (1) which is carried by telescopic supports (4), the latter being supported by screw-type supports (9) and being connected to one another by diagonal elements. The telescopic supports (4) are connected in an articulated manner, by their upper ends, to the longitudinal beam (2) of the metal grid (1). Their lower ends are connected, likewise in an articulated manner, to the bottom longitudinal beam (5), the latter forming, along with a further bottom longitudinal beam (6) and the transverse profiled beams (7) mounted thereon, a load-bearing frame (8) which is supported on screw-type supports (9). On the transverse profiled beams (7) of the load-bearing frame (8) and on the transverse profiled beams (3) of the metal grid (1) there are fastened, by articulation connections, the corresponding ends of diagonal telescopic elements (11). This apparatus permits any adaptation required to the structure being dealt with at any one time. <IMAGE>

Description

VORRICHTUNG ZUM VERSCHALEN VON STAHLBETONDECKEN Beschreibung Die Erfindung betrifft eine Vorrichtung zum Verschalen von Stahlbetondecken, insbesondere zum Verschalen von Geschoßdecken für öffentliche Bauten und Wohnbauten mit verschiedenen Geschoßhöhen, Deckenstärken und Achsabständen.DEVICE FOR STRUCTURING REINFORCED CONCRETE SLABS Description The invention relates to a device for shuttering reinforced concrete ceilings, in particular for Boarding of storey ceilings for public buildings and residential buildings with various Storey heights, ceiling thicknesses and center distances.

Aus einem Prospekt der Firma NOE ist eine Vorrichtung zum Verschalen von Stahlbetondecken bekannt, die aus einem durch Teleskopstützen getragenen Metallrostwerk besteht Das Metallrostwerk ist aus Quer- und Längsprofilträge @ ausgebildet, wobei die Teleskopstützen an den Längsprofilträgern befestigt sind und eine jede am unteren Ende eine Schraubstütze aufweist. Die Teleskopstützen werden durch starr verbundene diagonale Zwischenelemente, sowie durch mit den Teleskopstützen gelenkig verbundene diagonale Zwischenelemente verfestigt. Die Verschiebung der Vorrichtung erfolgt auf zusätzlich anzubringenden Laufrädern.A device for cladding is from a brochure from NOE known from reinforced concrete ceilings, which consist of a metal grating supported by telescopic supports The metal grating is made up of transverse and longitudinal profiles @, where the telescopic supports are attached to the longitudinal profile girders and each on the lower Has the end of a screw support. The telescopic supports are rigidly connected diagonal intermediate elements, as well as articulated with the telescopic supports solidified diagonal intermediate elements. The device is moved on additional wheels to be attached.

Nachteile der bekannten Vorrichtung sind die fixierten geometrischen Abmessungen, deren Veränderung den Anbau zusätzlicher Modul- und Iiaufelemente erfordert und Arbeitsverzöge rungen und zusätzlichen Arbeitskraftaufwand zur Folge hat.Disadvantages of the known device are the fixed geometric Dimensions, the change of which requires the installation of additional module and Iiauf elements and results in work delays and additional manpower.

Aufgabe der Erfindung ist es, eine Vorrichtung zum Verschalen von Stahlbetondecken zu schaffen, die eine Änderung der geometrischen Abmessungen derselben ohne den Anbau zusätzlicher Elemente ermöglicht.The object of the invention is to provide a device for shuttering Reinforced concrete ceilings to create a change in the geometric dimensions of the same without adding additional elements.

Diese Aufgabe wird erfindungsgemäß durch die im ratentanspruch 1 beschriebene Vorrichtung gelöst.According to the invention, this object is achieved by what is described in claim 1 Device solved.

Bevorzugte Weiterbildungen flL erfindungsgemäßen Vorrichtung sind Gegenstand der Patentansprüche 2 und 3.Preferred developments are the device according to the invention Subject of claims 2 and 3.

Ein Vorteil der erfindungsgemäßen Vorrichtung ist die Einfache Konstruktion, die eine schnelle Verstellung und 7eränderung der geometrischen Abmessungen in Abhängigkeit von den konkreten Verhältnissen und Anforderungen des Baus ermöglicht.An advantage of the device according to the invention is the simple construction, the quick adjustment and change of the geometric dimensions depending on made possible by the specific conditions and requirements of the building.

Ein Ausführungsbeispiel der Erfindung ist in den beiliegenden Zeichnungen dargestellt. Es zeigen= Pig..1 eine Ansicht der Längsseite der Vorrichtung Fig. 2 eine Ansicht der Querseite der Vorrichtung.An embodiment of the invention is in the accompanying drawings shown. It shows = Pig..1 a view of the longitudinal side of the device Fig. 2 is a view of the transverse side of the device.

Die erfindungsgemäße Vorrichtung besteht aus einem Metallrost- oder-gitterwerk 1, das durch Längsträger 2 und Querprofilträger 3 gebildet ist. Das Metallrostwerk 1 wird von Teleskopstützen 4 getragen, deren obere Enden mit dem Längsträger 2, und deren untere Enden mit einem unteren Längsträger 5 gelenkig verbunden sind. Der untere Längsträger 5 mit dem weiteren Längsträger 6 und den an denselben montierten Querprofilträgern 7 bilden den Tragrahmen 8. Der Tragrahmen 8 ist auf Schraubstützen 9 abgestützt. Die Längsträger 5 und 6 des Tragrahmens 8 sind mit je zwei Laufrädern 10 bestückt. An den Querprofilträgern 3 des Metallrostwerks 1 und an den Querprofilträgern 7 des Tragrahmens 8 sind durch Gelenkverbindungen die entsprechenden Enden diagonaler Teleskopelemente 11 befestigt.The device according to the invention consists of a metal grate or lattice work 1, which is formed by longitudinal beams 2 and transverse profile beams 3. The metal grate 1 is supported by telescopic supports 4, the upper ends of which are connected to the longitudinal beam 2, and the lower ends of which are articulated to a lower longitudinal member 5. The lower longitudinal beam 5 with the further longitudinal beam 6 and those mounted on the same Cross section supports 7 form the support frame 8. The support frame 8 is on screw supports 9 supported. The side members 5 and 6 of the support frame 8 are each with two wheels 10 equipped. On the cross-profile girders 3 of the metal grating 1 and on the cross-profile girders 7 of the support frame 8, the corresponding ends are more diagonal by means of articulated connections Telescopic elements 11 attached.

Der Aufbau der Teleskopstützen 4 wird so ausgeführt, daß dieselben paarweise einen Winkel sC untereinander schließen, der maischen 300 und 900 variert werden kann.The construction of the telescopic supports 4 is carried out so that the same in pairs close an angle sC between each other, which varies between 300 and 900 mashes can be.

Die Vorrichtung wirkt folgendermaßen: Die Teleskopstützen 4 und die diagonalen Teleskopelemente 11 werden im Voraus der Geschoßhöhe des Baus entsprechend eingestellt. Dabei sind die Schraubstützen 9~hochgeschraubt.The device works as follows: The telescopic supports 4 and the diagonal telescopic elements 11 are in advance of the storey height of the building accordingly set. The screw supports 9 ~ are screwed up.

Die auf diese Weise vorbereitete Vorrichtung wird zum Einsatsplatz gefahren, wonach die Sckraubstützen 9 herunterge- schraubt werden, bis die Oberkanten der Vorrichtung das gewünschte Geschoßhöhenniweau erreicht haben. Darauf wird die Geschoßdecke verschalt. Nachdem die erforderliche Festigkeit des Geschoßdeckenbetons erreicht worden ist, kann die Ausschalung in der u:mgekehrten Rheienfolge beginnen, wobei als Erstes die Schraubstützen 9 hochgeschraubt werden und die Vorrichtung auf die Laufräder 10 zu liegen kommen.The device prepared in this way becomes the place of use driven, after which the Sckraubstützen 9 down to be screwed, until the upper edges of the device have reached the desired floor height level. The floor slab is then boarded. After the required strength of the Floor slab concrete has been reached, the formwork can be reversed Beginning of the sequence, the screw supports 9 being screwed up first and the device come to rest on the running wheels 10.

Beim Einstellen einer neuen Geschoßhöhe werden die Teleskopfstützen 4 und die diagonalen Teleskopelemente 11 entsprechend verstellt.When setting a new floor height, the telescopic supports 4 and the diagonal telescopic elements 11 adjusted accordingly.

Claims (3)

VORRICHTUNG ZUM VERSCHALEN VON STAHLBETONDECKEN Patentansprüche 1. Vorrichtung zum Verschalen von Stahlbetondecken, bestellend aus einem von Teleskopstützen (4) getragenen Metall rost (1), wobei dieselben durch Schraubstütsen (9) abgestützt und durch Diagonalelemente miteinander verbunden sind, d a d u r zu c h g e k e n n z e i c h n e t, daß die Teleskopstützen (4) durch ihre oberen Enden mit dem Längsträger (2) des Metallrostwerks (1) gelenkig verbunden sind, und deren untere Enden mit dem unteren Längsträger (5) ebenfalls gelenkig verbunden sind, wobei der untere Längsträger (5) mit einem weiteren unteren Längsträger (6) und den an denselben montierten Querprofilträgern (7) einen Tragrahmen (8) bilden, der auf Schraubstützen (9) ab gestützt ist, und an den Querprofilträgern (7) des Tragrahmen (8) und an den Querprofilträgern (5) des Metallrosts (1) durch Gelenkverbindungen die entsprechenden Enden diagonaler Teleskopelemente (1i) befestigt sindO 2. Vorrichtung gemäß Anspruch 1, d a d u r c h g e -k e n n z e i c h n e t , daß die Teleskopstützen (4) paarweise untereinander einen von 100 bis 900 variierbaren Winkel einschließen.DEVICE FOR SHALLING REINFORCED CONCRETE CEILINGS Patent Claims 1. Device for shuttering reinforced concrete ceilings, ordering from one of telescopic supports (4) supported metal grate (1), the same supported by screw jacks (9) and are connected to one another by diagonal elements, d a d u r to c h g e k e nn z e i n e t that the telescopic supports (4) through their upper ends with the Longitudinal beams (2) of the metal grating (1) are articulated, and their lower Ends with the lower longitudinal member (5) are also articulated, the lower longitudinal member (5) with a further lower longitudinal member (6) and to the same mounted transverse profile supports (7) form a support frame (8) on screw supports (9) is supported from, and on the cross-section girders (7) of the support frame (8) and on the cross-section girders (5) of the metal grate (1) by means of articulated connections the corresponding Ends of diagonal telescopic elements (1i) are attached O 2. Device according to claim 1, that the telescopic supports (4) in pairs include an angle that can be varied from 100 to 900. 3. Vorrichtung gemaß Anspruch 1, d a d u r c h g e -k e n n z e i c h n e t , daß die unteren Längsträger (5, 6) des Tragrahmens (8) mit je zwei Laufrädern (1P) bestückt sind,3. Device according to claim 1, d a d u r c h g e -k e n n z e i c h n e t that the lower longitudinal members (5, 6) of the support frame (8) each with two running wheels (1P) are equipped,
DE19813132624 1981-08-18 1981-08-18 Apparatus for erecting shuttering for reinforced-concrete floors Withdrawn DE3132624A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE19813132624 DE3132624A1 (en) 1981-08-18 1981-08-18 Apparatus for erecting shuttering for reinforced-concrete floors

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19813132624 DE3132624A1 (en) 1981-08-18 1981-08-18 Apparatus for erecting shuttering for reinforced-concrete floors

Publications (1)

Publication Number Publication Date
DE3132624A1 true DE3132624A1 (en) 1983-03-03

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Family Applications (1)

Application Number Title Priority Date Filing Date
DE19813132624 Withdrawn DE3132624A1 (en) 1981-08-18 1981-08-18 Apparatus for erecting shuttering for reinforced-concrete floors

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DE (1) DE3132624A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT410235B (en) * 1999-07-23 2003-03-25 Redima Ag DEVICE FOR SHELLING CONCRETE CEILINGS

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2255610A1 (en) * 1971-11-12 1973-05-30 Aluma Building Syst Inc FORMWORK SCAFFOLDING FOR CONCRETE FLOORS
DE2540711B1 (en) * 1975-09-12 1977-02-24 Hochtief Ag Hoch Tiefbauten Concrete ceiling formwork height adjustable form carriage - has paired spur racks driven in opposite phase by motor with pinion
US4106256A (en) * 1976-12-01 1978-08-15 Symons Corporation Adjustable shoring apparatus
DE2530639B2 (en) * 1974-07-11 1979-11-08 E.T.C.O. Bureau D'etudes Techniques Pour La Construction S.A., Lorient (Frankreich) Device for attaching formwork for the production of reinforced concrete cassette or the like. Ribbed ceilings

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2255610A1 (en) * 1971-11-12 1973-05-30 Aluma Building Syst Inc FORMWORK SCAFFOLDING FOR CONCRETE FLOORS
DE2530639B2 (en) * 1974-07-11 1979-11-08 E.T.C.O. Bureau D'etudes Techniques Pour La Construction S.A., Lorient (Frankreich) Device for attaching formwork for the production of reinforced concrete cassette or the like. Ribbed ceilings
DE2540711B1 (en) * 1975-09-12 1977-02-24 Hochtief Ag Hoch Tiefbauten Concrete ceiling formwork height adjustable form carriage - has paired spur racks driven in opposite phase by motor with pinion
US4106256A (en) * 1976-12-01 1978-08-15 Symons Corporation Adjustable shoring apparatus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT410235B (en) * 1999-07-23 2003-03-25 Redima Ag DEVICE FOR SHELLING CONCRETE CEILINGS

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