DE3121283A1 - Section for ceiling formwork - Google Patents

Section for ceiling formwork

Info

Publication number
DE3121283A1
DE3121283A1 DE19813121283 DE3121283A DE3121283A1 DE 3121283 A1 DE3121283 A1 DE 3121283A1 DE 19813121283 DE19813121283 DE 19813121283 DE 3121283 A DE3121283 A DE 3121283A DE 3121283 A1 DE3121283 A1 DE 3121283A1
Authority
DE
Germany
Prior art keywords
rail
article
profile
wedge
plank
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Withdrawn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
DE19813121283
Other languages
German (de)
Inventor
Edmund 3167 Burgdorf Romppel
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to DE19813121283 priority Critical patent/DE3121283A1/en
Publication of DE3121283A1 publication Critical patent/DE3121283A1/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Withdrawn legal-status Critical Current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
    • E04G11/365—Stop-end shutterings

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

The invention relates to an iron channel section with a flat rail and a fixing wedge, for vertical formwork of reinforced concrete ceilings. It is also possible to form a jamb wall from outside using a longer rail. As shown in the drawing, the article consists of a channel rail of the required thickness, depending upon loading. The flat rail can be inserted through the joint and, depending upon the wall thickness, can either be angled off internally or be held with a second wedge. The flat rail can also be half-embedded or nailed on. The formwork plank is then placed against it or clamped in between and is tensioned and held by the outer wedge. The spacer welded to the channel rail at the bottom has a thickness of 4 cm. The channel rail has a plurality of slots of standard spacing. The vertical formwork is thus considerably simplified and saves working time. The storage is simplified. <IMAGE>

Description

Titel, Profil fdr Deeken-AbschalungTitle, profile for Deeken shuttering

Techn. Bez.: Beschreibung Anw. Gebiet: Die Erfindung betrifft ein Eisenprofil mit Flachschiene und Keil zum fest stecken für vertikale Abschalung von Stahlbeton-Decken. Bei Wegnahme der Bohle am Tage nach dem Betonieren kann mit einer 2. Schiene 40/40/3 U-Profil (nicht gezeichnet) ein erforderlicher Drempel eingeschalt werden.Techn. Bez .: Description of application field: The invention relates to a Iron profile with flat rail and wedge to stick in for vertical shuttering of reinforced concrete ceilings. If the screed is removed the day after concreting, you can use a second rail 40/40/3 U-profile (not shown) a necessary jamb be switched on.

Beschreibg.: Der Artikel besteht lt. Zeichnung aus (I) einer U-Schiene 30/30/1,5 mm mit 2 Schlitzen im Schichten-Abstand von 125 mm voneinander entfernt. Der oberste Schlitz ist 200 mm von n oben eingestanzt. Hier darüber wird die Abschalbohle gegengenagelt. Sie ruht in diesem Falle auf der durch den Schlitz geführte und von außen mit dem Keil (ITt) festgesteckten Schiene.Description: According to the drawing, the article consists of (I) a U-rail 30/30 / 1.5 mm with 2 slits at a distance of 125 mm from each other. The top slot is punched 200 mm from n above. Here above is the stop-end plank nailed back. In this case it rests on the led through the slot and from outside with the wedge (ITt) pinned rail.

Diese Flachschiene 50 mm angewinkelt, hat ein Loch und kann an der Innenseite des Innenmauerwerks angenagelt werden. Auch kann die Schiene eine Schicht tiefer angebracht werden. Die Länge der Schiene richtet sich nach der Stärke der Hintermauerung. This flat rail is angled 50 mm, has a hole and can be attached to the Nailed to the inside of the interior masonry. The splint can also be one layer be attached deeper. The length of the rail depends on the strength of the Backing.

Das Ende der Schiene auf der Schlitzseite ist schmäler ghhanlten und hat somit beidseitig einen kleinen Anschlag (gegen das Schalprofil stoßend). The end of the rail on the side of the slot is more narrowly shaped and thus has a small stop on both sides (pushing against the formwork profile).

Es können auch Mehrzweckschienen geleifert werden, die mehrere Schlitze haben. Multipurpose rails can also be supplied with multiple slots to have.

Aufgabe: Die vertikale Abschalung ist somit im wesentlichen vereinfacht. Es wird 1/4 der sonst bentigten Arbeits zeit erforderlich sein. Die Lagerhaltung ist, erreicht durch die kleine Form der Elemente, bedeutend erleichtert.Task: The vertical formwork is thus essentially simplified. 1/4 of the otherwise required working time will be required. Warehousing is, achieved by the small shape of the elements, much easier.

Lösung: Die Schiene II wird über das Mauerwerk gelegt, den Winkel nach innen, das Schlitzende nach Außen. Das Hauptprofil wird mit dem obersten Schlitz darübergeführt und festgesteckt. Nach diesen Vorgängen wird die Bohle gegengestellt und festgenagelt.Solution: The rail II is placed over the masonry, the angle inwards, the end of the slot outwards. The main profile comes with the topmost slot passed over it and pinned. After these processes, the screed is countered and nailed down.

Das Ausschalen ist hiermit auch vereinfacht. Stripping is also simplified hereby.

Claims (1)

Patentensprüche Oberbegriff: Profil für Decken-Abschalung (vertikal). Patent claims Generic term: Profile for ceiling shuttering (vertical). Es wird Material und mindestens 3/4 der sonst angewandten Arbeitszeit gespgrt. Es entfällt die Arbeit, entstanden durch Löcher bohren für Spanndrähte. It will be material and at least 3/4 of the otherwise used working time checked. The work created by drilling holes for tension wires is eliminated. Das Spannen mit Frösche entfällt. There is no tensioning with frogs. Kennz.Teil: dadurch gekennzeichnet, daß das Element aus Haupt-Schalsohiene I mit angeschweißtem Abstandshalter Ia (Bohlenstärke). Weiterhin gehört dazu eine Flachschiene II mit Schlitz und der Keil III zum feststecken. - Es kann auch noch weitergeschalt werden mit einer Schiene U 40/40/3 (nicht gezeichnet).Kennz.Teil: characterized in that the element consists of the main shawl rail I with welded spacer Ia (plank thickness). This also includes a Flat rail II with slot and wedge III to stick in place. - It can also can be switched on with a U 40/40/3 rail (not shown). Diese Schiene wird am Tage nach dem Decken-Betonieren auf die Schiene I aufgesteckt-, nachdem die Bohle entäferat wurde. Diese Tätigkeit ist nötig bei erforderlichem Drempel. This rail is placed on the rail the day after the ceiling has been concreted I attached after the plank has been defaffed. This activity is necessary for required jumble. "d.Unter-Anspruchs: dadurch gekennzeichnet, da ohne vorherige Arbeitsleistung das Profil immer wieder verwendbar ist und den Belastungen Auch entspriçht. Die Lagerhaltung ist durch die kleine Form des Artikels vereinfacht. "d.Under-claim: characterized in that there is no previous work the profile can be used again and again and also corresponds to the loads. the Storage is simplified by the small size of the article. Stand der Technik: Meines Wissens gibt es diesen Artikel in dieser Aufgabenerfüllung und in dieser Einfachheit der Handhabung und Zeitersparnis noch nicht. Er ist also als Neuheit in der Schal-Technik anzusehen. Dieser Artikel ist von mit alleinig entwickelt worden, weshalb ich hiermit den Antrag auf Patentschutz stelle.State of the art: To the best of my knowledge, this article exists in this one Task fulfillment and in this simplicity of handling and time savings not. So it is to be seen as a novelty in the scarf technique. This article is has been developed by myself, which is why I hereby apply for patent protection Job.
DE19813121283 1981-05-29 1981-05-29 Section for ceiling formwork Withdrawn DE3121283A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE19813121283 DE3121283A1 (en) 1981-05-29 1981-05-29 Section for ceiling formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19813121283 DE3121283A1 (en) 1981-05-29 1981-05-29 Section for ceiling formwork

Publications (1)

Publication Number Publication Date
DE3121283A1 true DE3121283A1 (en) 1982-12-23

Family

ID=6133434

Family Applications (1)

Application Number Title Priority Date Filing Date
DE19813121283 Withdrawn DE3121283A1 (en) 1981-05-29 1981-05-29 Section for ceiling formwork

Country Status (1)

Country Link
DE (1) DE3121283A1 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2565280A1 (en) * 1984-05-29 1985-12-06 Walser Hanspeter Device for fixing shuttering panels, shuttering and shuttering method as well as element for anchoring to the ground
DE3618261A1 (en) * 1986-05-30 1987-12-03 Ernst Maute Shuttering apparatus
FR2863637A1 (en) * 2003-12-16 2005-06-17 Marc Olivier Formwork support device for running concrete floors, has tightening unit with certain elasticity such that when force is applied on wall top, pile cap portion is in horizontal position and support unit is in driving position
FR2955133A1 (en) * 2010-01-12 2011-07-15 Chapal Ets Formwork device for use on rubble to perform formwork for concrete, has support placed against vertical face of rubble and comprising extending portion that is placed above rubble on sufficient height to form rail with holding element
FR2955134A1 (en) * 2010-01-12 2011-07-15 Chapal Ets Formwork device for use on cinder-block to perform formwork on concrete, has support unit for supporting casing board, and adjusting unit for adjusting vertical position of support unit with respect toe support

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2565280A1 (en) * 1984-05-29 1985-12-06 Walser Hanspeter Device for fixing shuttering panels, shuttering and shuttering method as well as element for anchoring to the ground
DE3618261A1 (en) * 1986-05-30 1987-12-03 Ernst Maute Shuttering apparatus
FR2863637A1 (en) * 2003-12-16 2005-06-17 Marc Olivier Formwork support device for running concrete floors, has tightening unit with certain elasticity such that when force is applied on wall top, pile cap portion is in horizontal position and support unit is in driving position
FR2955133A1 (en) * 2010-01-12 2011-07-15 Chapal Ets Formwork device for use on rubble to perform formwork for concrete, has support placed against vertical face of rubble and comprising extending portion that is placed above rubble on sufficient height to form rail with holding element
FR2955134A1 (en) * 2010-01-12 2011-07-15 Chapal Ets Formwork device for use on cinder-block to perform formwork on concrete, has support unit for supporting casing board, and adjusting unit for adjusting vertical position of support unit with respect toe support

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Legal Events

Date Code Title Description
8139 Disposal/non-payment of the annual fee