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DE1739211U - CONCRETE REPELLENT FORMWORK FOR REINFORCED CONCRETE AND REINFORCED CONCRETE RIBED SLABS. - Google Patents

CONCRETE REPELLENT FORMWORK FOR REINFORCED CONCRETE AND REINFORCED CONCRETE RIBED SLABS.

Info

Publication number
DE1739211U
DE1739211U DEK23808U DEK0023808U DE1739211U DE 1739211 U DE1739211 U DE 1739211U DE K23808 U DEK23808 U DE K23808U DE K0023808 U DEK0023808 U DE K0023808U DE 1739211 U DE1739211 U DE 1739211U
Authority
DE
Germany
Prior art keywords
formwork
concrete
plastic
iron
sheet
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
DEK23808U
Other languages
German (de)
Inventor
Hans Kaspers
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 DEK23808U priority Critical patent/DE1739211U/en
Publication of DE1739211U publication Critical patent/DE1739211U/en
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent 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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Claims (1)

tr a. 14 ö D ζ 1J-S-I tu.: ötr a. 14 ö D ζ 1 JSI tu .: ö Beschreibung und SchutzanspruohDescription and claim to protection zur Gebrauehsiausteranmeldung
vom 2.Oktober 1956 auf«for user registration
from October 2nd, 1956 on « " SehalungströgejEnd- und Hegativbleehe aus Kunststoff ""SehalungströmgejEnd- und Hegativbleehe made of plastic" Bei den bekannten SchalungströgenjEnö-- und 3"egativblechen,die zur Her stellung einer Stahlbeton-Bippendecke verwendet werden und aus Eisenblech »Stahlblech oder Holzfaserplatten gefertigt werden ,besteht der Übelstand,dass diese vor der verwendung nit einem Sehalungsöl eingefettet werden müssen»dam±t das Schalungselement nach dem Abbinden des Betons nicht an diesem haften bleibt.frotzdem verbinden sich die Schalungselemente sehr oft noch mit dem Beton,sodass sie nach dem Abbinden des Betons nur mit Anwendung entsprechender Gewalt entfernt werden können .Aus s er dem müssen die bekannten Schalungeelemente vor jeder neuen Verwendung gereinigt r/erden.With the well-known formwork troughs and 3 "egativbleche, which are used to produce A reinforced concrete Bippendecke can be used and made of sheet iron »Sheet steel or fibreboard are made, the The drawback was that it was greased with a sehaling oil before use must be »so that the formwork element does not stick to the concrete after it has set. Nevertheless, the Formwork elements very often still with the concrete, so that they are after setting the concrete can only be removed with the use of appropriate force cleaned every time it is used. ferner sind die bekannten Halteeisen für Schalungströge und ETegativbleche unpraktisch,da man zu viel Arbeitsgänge bei der Montage der Halteeisen benötigt.furthermore are the well-known holding irons for shuttering trays and e-negative sheets impractical because too many work steps are required when assembling the holding iron. Vorgenannte Übelstände beim Herstellen einer Stahlbeton-Rippendecke werden durch die vorliegenden !Teuerungen,für die jeder auf dem Markt befindliche Schalungsträger (Hünnebeck,Hico-u.andere Schalungsträger) Verwendung finden kann,dadureh beseitigt,dass der Schalungstrog,die End- und Hegativbleehe entweder ganz aus Kunststoff hergestellt werdej oder aus einem anderen Material (Eisenblech,Stahlblech»Holzfaserplatten),das entweder mit einem Kunst stoff belag versehen oder mit einem Mittel, das auf Kunststoff basis aufgebaut ist, gestrichen wird, und dass man die Halteeisen so ausbildet »dass man bei deren Montage einen Arbeitsgang einspart,The above-mentioned inconveniences when producing a reinforced concrete ribbed ceiling are by the present! price increases, for which everyone in the market existing formwork beams (Hünnebeck, Hico and other formwork beams) Can be used because that eliminates the formwork trough that End and Hegativbleehe are either made entirely of plastic or from another material (sheet iron, sheet steel »fibreboard) that either provided with a plastic covering or with an agent that is based on plastic, is painted, and that the holding irons are designed in such a way »that one saves one work step when assembling them, Schutzanspruch :Protection claim: l.Schalungstrog natt ,Endblech "b" und Hegativblech Mcn dadurch gekennzeichnet, dass sie ganz aus Kunststoff ,der keine Verbindung mit Beton eingeht »hergestellt werden.1. Formwork trough n a tt , end plate "b" and negative plate M c n characterized in that they are made entirely of plastic that does not bond with concrete ». 2,Schalungstrog ^a"»Endblech ffbw und Ifegativblech nctt aus Eisenblech, Stahlblech oder Holzfaserplatten,dadurch gekennzeichnet,dass sie mit einem Kunststoff belegt werden,der keine Verbindung mit Beton eingeht.2, Formwork trough ^ a "» End plate ff b w and I negative plate n c tt made of sheet iron, sheet steel or wood fiber boards, characterized in that they are covered with a plastic that does not bond with concrete. 5.Schalungstrog "aw,Endblech nhn und uegativblech nön aus Eisenblech, Stahlblech oder Holzfaserplatten,dadurch gekennzeichnet,dass sie mil einem auf Kunststoff basis aufgebautes Mittel gestrichen werden, das keine Verbindung mit Beton eingeht.5. Formwork trough "a w , end sheet n h n and uegativblech n ö n made of sheet iron, sheet steel or wood fiber boards, characterized in that they are painted with a plastic-based agent that does not bond with concrete. 4*das unter 1 bis 5 genannte Schalungstrog naR und ITegativblech wcM dadurch gekennzeichnet,dass seitlich Rasterlöcher "&* angebracht werden,die sur Einstellung der statisch erforderlichen Deckenhöhe"h" und gleichzeitig zum Durchstecken der Halteeisen rten dienen.4 * the mentioned under 1 to 5 shuttering trough n a R and ITegativblech w c M wherein "be & mounted *, the sur adjustment of the statically required ceiling height" that laterally grid holes serve h "and simultaneously rt for inserting the support brackets s n. 5.Halteeisen "e" dadurch gekennzeichnet»daes sie an einem Ende einmal geschlitzt und nach beiden Seiten so aufgebogen xverdenjdass das Seitenteil des Schalungstroges oder ITegativbleches nach dem Durchstecke des Halteeisens durch das Rasterloeh ttdn zwischen die beiden umgebogenen iappen zu liegen kommt und sich nicht mehr verschieben kann» weiterhin dadurch gekennzeichnet »das das andere Ende der Halteeisen we!l auf eine geringe Länge so eingewölbt und mit einer Bohrung versehen ist,dass nach dem Durchstecken und Sostanbiegen eines Stiftes die Halteeisen Wagerecht stehen bleibeji,weiterhin dadurch gekennzeichnet, dass die Scherenwirkung der beiden Halteeisen beim Ziehen nach unten die beiden Seitenteile des Schalungstroges natt oder des JTegativbleehes 1O" zusammenzieht »was aum Entfernen dieser Teile notwendig ist.5.Halteeisen "e" characterized "it DAEs at one end of one slit and bent to both sides as the side part of the formwork tray or ITegativbleches xverdenjdass after passing connector of the retaining iron by the Rasterloeh tt d n between the two bent iappen comes to lie and can no longer move »further characterized» that the other end of the holding iron w e ! l is arched over a short length and provided with a hole so that after a pin has been pushed through and bent so that the holding iron remains level, further characterized that the scissor action of the two support brackets when pulling down n the two side parts of the formwork tray or a tt JTegativbleehes 1 O "contracts" what aum removing these parts is necessary. Engers/Rh.,den 2.Oktober 1956 Klosterstr.6 /fa ;& Engers / Rh., October 2nd, 1956 Klosterstr. 6 / fa; & (Hans Kaspers)(Hans Kaspers)
DEK23808U 1956-10-04 1956-10-04 CONCRETE REPELLENT FORMWORK FOR REINFORCED CONCRETE AND REINFORCED CONCRETE RIBED SLABS. Expired DE1739211U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEK23808U DE1739211U (en) 1956-10-04 1956-10-04 CONCRETE REPELLENT FORMWORK FOR REINFORCED CONCRETE AND REINFORCED CONCRETE RIBED SLABS.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEK23808U DE1739211U (en) 1956-10-04 1956-10-04 CONCRETE REPELLENT FORMWORK FOR REINFORCED CONCRETE AND REINFORCED CONCRETE RIBED SLABS.

Publications (1)

Publication Number Publication Date
DE1739211U true DE1739211U (en) 1957-02-07

Family

ID=32724697

Family Applications (1)

Application Number Title Priority Date Filing Date
DEK23808U Expired DE1739211U (en) 1956-10-04 1956-10-04 CONCRETE REPELLENT FORMWORK FOR REINFORCED CONCRETE AND REINFORCED CONCRETE RIBED SLABS.

Country Status (1)

Country Link
DE (1) DE1739211U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1195456B (en) * 1963-07-19 1965-06-24 Claere Roemer Geb Piek Optionally remaining or recoverable, vaulted formwork for reinforced concrete rib ceilings or the like.
DE1274329B (en) * 1958-02-17 1968-08-01 Johannes Rix Dipl Ing Hollow circuit bodies for concreting ceilings
DE1278093B (en) * 1958-02-17 1968-09-19 Johannes Rix Dipl Ing Gutter or trough-shaped formwork made of plastic

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1274329B (en) * 1958-02-17 1968-08-01 Johannes Rix Dipl Ing Hollow circuit bodies for concreting ceilings
DE1278093B (en) * 1958-02-17 1968-09-19 Johannes Rix Dipl Ing Gutter or trough-shaped formwork made of plastic
DE1195456B (en) * 1963-07-19 1965-06-24 Claere Roemer Geb Piek Optionally remaining or recoverable, vaulted formwork for reinforced concrete rib ceilings or the like.

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