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DE1975928U - CROSS BEAM FOR SHAPING FRAME. - Google Patents

CROSS BEAM FOR SHAPING FRAME.

Info

Publication number
DE1975928U
DE1975928U DE1967M0059968 DEM0059968U DE1975928U DE 1975928 U DE1975928 U DE 1975928U DE 1967M0059968 DE1967M0059968 DE 1967M0059968 DE M0059968 U DEM0059968 U DE M0059968U DE 1975928 U DE1975928 U DE 1975928U
Authority
DE
Germany
Prior art keywords
formwork
cross beam
shaping frame
cross member
cross
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
Application number
DE1967M0059968
Other languages
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.)
Mannesmann Leichtbau GmbH
Original Assignee
Mannesmann Leichtbau GmbH
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 Mannesmann Leichtbau GmbH filed Critical Mannesmann Leichtbau GmbH
Priority to DE1967M0059968 priority Critical patent/DE1975928U/en
Publication of DE1975928U publication Critical patent/DE1975928U/en
Priority to FR1582253D priority patent/FR1582253A/fr
Expired 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
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
    • 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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

Querträger für SchalrahmenCross member for formwork frame

lür G-roßflächenschalungen werden üblicherweise Schalrahmen verwendet, die aus horizontalen Querträgern und vertikalen Sprossen ■bestehen» Die Verbindung einzelner Schalrahmen erfolgt durch
Fachwerkträger, die gleichzeitig als Unterstützung der Schalrahmen dienen. Die Auflagerung der Querträger eines Schalrahmens
erfolgt in den Knotenpunkten (Knotenblechen) des Fachwerkträgers. Als Querträger werden üblicherweise Normalprofile verwendet, die in ihren Abmessungen Walztoleranzen aufweisen. Solche !Toleranzen haben zur Folge, daß bei Anordnung von zwei in Längsrichtung nebeneinander stehenden Schalrahmen Versätze des Schalbelages auftreten können, die sich bei ebenen Sicht-Betonflächen nachteilig auswirken»For large area formwork, formwork frames are usually used that consist of horizontal cross members and vertical rungs ■ »The individual formwork frames are connected through
Lattice girders, which also serve as support for the formwork frame. The support of the cross members of a formwork frame
takes place in the nodes (gusset plates) of the truss. Normal profiles which have rolling tolerances in their dimensions are usually used as cross members. Such! Tolerances have the consequence that when two formwork frames are arranged side by side in the longitudinal direction, offsets of the formwork covering can occur, which have a disadvantageous effect on flat exposed concrete surfaces »

Gemäß der Feuerung wird dieser Nachteil dadurch vermieden, daß
an den Enden der Querträger Stirnbleche angesehweißt sind, deren Höhe größer ist als die der Querträger und die soweit über die
dem Schalbelag abgewendeten Seiten der Querträger überstehen,
wie sich aus den ungleichen Abmessungen der Querträger ergi=fcbt.According to the furnace, this disadvantage is avoided in that
are welded at the ends of the cross member end plates, the height of which is greater than that of the cross member and the far beyond the
the sides of the cross members facing away from the formwork facing protrude,
as can be seen from the unequal dimensions of the cross members.

-2--2-

In der Zeichnung ist ein Äusführungsbeispiel im Querschnitt gezeigt.The drawing shows an exemplary embodiment in cross section shown.

Der Schalbelag 1 wird von der Randsprosse 2 getragen. Diese ist an den Querträger 3 angeschweißt. Das den Querträger ab— schließende Stirnblech:ist mit 4 bezeichnet. Die Auflagerfläche 4a des 'Stirnbleches 4 wird dabei von der Vorderkante 2a der Sprosse 2 in gleichbleibendem Abstand vorgesehen« Diese Auflagerfläche 4a legt sich gegen das Knotenblech 5. Die Höhe der Stirnbleche 4 ist so gewählt, daß sie größer ist als die Höhe der Querträger 3 zuzüglich der maximalen Toleranzwerte*The formwork covering 1 is carried by the edge rung 2. This is welded to the cross member 3. That removes the cross member Closing front plate: is designated with 4. The bearing surface 4a of the end plate 4 is provided at a constant distance from the front edge 2a of the rung 2 «This support surface 4a lies against the gusset plate 5. The height of the end plates 4 is chosen so that it is greater than the height the cross member 3 plus the maximum tolerance values *

- Schutzanspruch -3- - Protection claim -3-

Claims (1)

PArB 019370 -11.167PArB 019370 -11.167 SchutzanspruehProtection claim Querträger für Schalrahmen, dadurch gekennzeichnet, daß an den Enden der Querträger Stirnbleche angeschweißt sind, deren Höhe größer ist als die der Querträger jpuzüglich deren maximaler Walztoleranz»Cross member for formwork frame, characterized in that end plates are welded to the ends of the crossbeams, the height of which is greater than that of the crossbeams their maximum rolling tolerance »
DE1967M0059968 1967-09-11 1967-09-11 CROSS BEAM FOR SHAPING FRAME. Expired DE1975928U (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
DE1967M0059968 DE1975928U (en) 1967-09-11 1967-09-11 CROSS BEAM FOR SHAPING FRAME.
FR1582253D FR1582253A (en) 1967-09-11 1968-08-28

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE1967M0059968 DE1975928U (en) 1967-09-11 1967-09-11 CROSS BEAM FOR SHAPING FRAME.

Publications (1)

Publication Number Publication Date
DE1975928U true DE1975928U (en) 1967-12-28

Family

ID=7309679

Family Applications (1)

Application Number Title Priority Date Filing Date
DE1967M0059968 Expired DE1975928U (en) 1967-09-11 1967-09-11 CROSS BEAM FOR SHAPING FRAME.

Country Status (2)

Country Link
DE (1) DE1975928U (en)
FR (1) FR1582253A (en)

Also Published As

Publication number Publication date
FR1582253A (en) 1969-09-26

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