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EP1861565B1 - Fallkopfvorrichtung zur Abstützung von Trägern einer Deckenschalung - Google Patents

Fallkopfvorrichtung zur Abstützung von Trägern einer Deckenschalung Download PDF

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Publication number
EP1861565B1
EP1861565B1 EP05735049.8A EP05735049A EP1861565B1 EP 1861565 B1 EP1861565 B1 EP 1861565B1 EP 05735049 A EP05735049 A EP 05735049A EP 1861565 B1 EP1861565 B1 EP 1861565B1
Authority
EP
European Patent Office
Prior art keywords
supporting
upright
plates
plate
head
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
EP05735049.8A
Other languages
English (en)
French (fr)
Other versions
EP1861565A1 (de
Inventor
Guido Faresin
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.)
Faresin Building Division SpA
Original Assignee
Faresin Building Division SpA
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 Faresin Building Division SpA filed Critical Faresin Building Division SpA
Publication of EP1861565A1 publication Critical patent/EP1861565A1/de
Application granted granted Critical
Publication of EP1861565B1 publication Critical patent/EP1861565B1/de
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
    • 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
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/486—Dropheads supporting the concrete after removal of the shuttering; Connecting means on beams specially adapted for dropheads

Definitions

  • the present invention relates to a falling head support device for supporting beams of form works for floors.
  • DE 33 16 557 C1 discloses a falling head support device for supporting beams of formworks for floors having a combination of structural features as set forth in the pre-characterizing portion of the appended claim 1.
  • EP-A-1 251 222 discloses a recoverable shuttering comprising beam supporting head parts vertically detachably engaged in an upright leg, and equipped with plate-like hooks with upwardly facing concave portions for supporting the beams.
  • the aim of the present invention is to provide a falling head support device for supporting beams of formworks for floors that is structurally simple, achieving savings in their production.
  • an object of the present invention is to provide a falling head support device for supporting beams of formworks for floors that is particularly resistant to the loads applied thereto.
  • Another object of the present invention is to provide a falling head support device for supporting beams of formworks for floors provided with the safety systems required by the standards applicable to the field.
  • Another object of the present invention is to provide a falling head support device for supporting beams of formworks for floors that is easy to use.
  • Another object of the present invention is to provide a falling head support device for supporting beams of formworks for floors that can be manufactured with known systems and technologies.
  • a falling head support device for
  • the support device 10 comprises a tubular upright 11, which has a square cross-section and, at the upper end, a T-shaped portion 12.
  • a flat bracket 13 is provided at the lower end of the upright 11, and a shank 14 protrudes downward from said bracket so as to be substantially aligned with the upright 12; the shank is designed to be inserted in a corresponding tubular supporting strut that rests on the ground (not shown in the figures) and is provided with a complementary plate to which the flat bracket 13 is locked by means of bolts.
  • the supporting head 15 comprises a base plate 17, to which two plates 18 are welded edgeways and are arranged in a mirror-symmetrical fashion so that they are laterally adjacent to opposite sides of the upright 11 and are suitable to delimit laterally a region 19 for accommodating the end of the supporting beam 16.
  • each plate 18 is symmetrical with respect to a vertical centerline axis, and as a pair the plates 18 consequently form two regions 19 for accommodating the ends of contiguous and aligned supporting beams 16.
  • the base plate 17 is provided centrally with a through hole 20 in order to allow its sliding along the upright 11; in particular, sliding is allowed for a single initial portion 11a of the upright 11, which is comprised between the flat bracket 13 and two stroke limiters 21, which are arranged on opposite sides of the upright 11 in an intermediate position thereof.
  • Means 22 for reversibly locking said supporting head in a preset position defined along the upright 11, described hereinafter, are associated with the supporting head 15.
  • Two recesses 23, suitable for resting the end of respective supporting beams 16, are provided on each plate and are arranged symmetrically with respect to the vertical centerline axis.
  • the recesses 23 of respective mirror-symmetrically matching plates 18 are useful for supporting the end of a respective supporting beam 16, as described hereinafter.
  • the recesses 23 have a substantially V-shaped profile and guide the insertion and containment of a supporting portion 24 of the corresponding supporting beam 16.
  • the surface for supporting the supporting portion 24 of the supporting beam 16 is formed by the bottom 25 of the recess 23 of each plate 18 and by the lateral edge 26 of a respective plate-like element 27, which is arranged rigidly laterally adjacent to the plate 18, so that the lateral edge 26 is substantially at the same height as the bottom of the recess 23.
  • the supporting portion 24 is constituted by the lower portion of an inverted T-shaped body, which is welded at its end to the supporting beam 16.
  • a single plate-like element 27 is associated with each plate 18 and is longer than the distance between the recesses 23 of a same plate.
  • a lower portion 16a of the beam 16 may also rest on the lateral edges 26 of the plate-like elements 27 (as shown in Figure 4 ) discharging part of the weight from the welds of the inverted T-shaped body (welded at its end to the beam 16) that forms the supporting portion 24.
  • each plate-like element 27 is suitable to abut, with its lateral edge 26, against a respective stroke limiter 21.
  • each plate-like element 27 forms, together with its corresponding element, a pair of containment and guiding elements for the head 15 on the upright 11.
  • the supporting head 15 is provided with safety abutment elements 29 for the end of the supporting beam 16 during the setup and removal of the formwork of said beam.
  • the safety abutment elements 29 are constituted by hook-shaped portions 30, which protrude, as a continuation of the upper portions of the recesses 23, outward and toward the upper region of the plates 18.
  • the concave region of the hook-shaped portions 30 is substantially directed toward the upright 11.
  • the hook-shaped portions 30 prevent the supporting beam 16, once it is disengaged from one of the two heads that support it at its end, from disengaging accidentally from the remaining one, falling disastrously onto the workers below.
  • the inverted T-shaped body which forms the supporting portion 24 of the end of the beam 16, that engages by way of the laterally protruding parts the hook-shaped portions 30.
  • the supporting head 15 is provided with a transverse element 31 for connecting the two plates 18, which is suitable for temporarily supporting an inclined lower portion 32 of the supporting beam 16 during the setup and removal of the formwork of the beam, thus facilitating these steps.
  • the transverse element 31 is constituted by a cylindrical pin, which is welded at the end to the two plates 18.
  • the means 22 for locking reversibly the supporting head 15 comprise a frame 33, which is provided centrally with a through cavity that is shaped substantially so as to form two separate portions: a first portion (not shown in the figures, since it is superimposed on other components), which is substantially equal to the width of the initial portion 11 a of the upright 11, and a second portion 34, which is larger than the dimensions in plan view of the cross-section of the initial portion 11a.
  • the upright has, on opposite sides, two wings 35, on the upper ends of which the first portion of the frame 33 rests so that it can slide.
  • the base plate 17 of the supporting head 15 rests on the frame 33 thus arranged; said head, therefore, cannot fall, since it is supported by the frame.
  • the edge of the frame 33 at the first portion is inclined upward toward the second portion 34.
  • the two guiding plates 28 for sliding on the upright 11 guide the head 15 along the upright 11, in practice being arranged laterally adjacent to the wings 35 (and an extension 35a of the wings 35 that is separated from them in order to allow the support of the frame 33).
  • a falling head support device for supporting beams of formworks for floors has in fact been provided which is structurally simple and achieves savings in its production.
  • the number of components of the device is in fact reduced with respect to commercially known solutions, and the method of assembly is also easier, reducing the number of welds to be provided.
  • the materials employed may be any according to requirements and to the state of the art.

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  • 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)

Claims (8)

  1. Eine Fallkopftragvorrichtung zur Abstützung von Trägern einer Deckenschalung, die Folgendes umfasst:
    - einen Pfosten (11), der an seinem Ende an einem tragenden Ständer befestigt werden kann, der auf dem Boden ruht,
    - einen Tragkopf (15) für mindestens einen Träger (16) zur Abstützung einer Deckenschalung, der verschiebbar entlang dem Pfosten (11) gekoppelt ist, wobei der Tragkopf (15) während der Montage und des Entfernens der Deckenschalung des Trägers (16) mit Sicherheits-Widerlagerelementen (29) für das Ende des Trägers (16) versehen ist,
    - Mittel (22) zur reversiblen Blockade des Tragkopfes (15) in einer voreingestellten Position, die entlang dem Pfosten (11) bestimmt ist,
    wobei der Tragkopf (15) Folgendes umfasst:
    - zwei Platten (18), die spiegelsymmetrisch so angeordnet sind, dass sie seitlich an gegenüberliegenden Seiten des Pfostens (11) angrenzen, und geeignet sind, seitlich einen Bereich (19) für die Aufnahme des Endes des mindestens einen Trägers (16) zu begrenzen,
    - mindestens zwei Vertiefungen (23), um das Einführen und Halten eines tragenden Abschnitts (24) des jeweiligen Trägers (16) zu leiten, wobei jede Vertiefung (23) in einer entsprechenden der Platten (18) angebracht ist, der Boden jeder Vertiefung (23) mindestens einen Teil der tragenden Fläche des tragenden Abschnitts (24) des Trägers (16) bildend,
    - ein transversales Element (31) zum Verbinden der beiden Platten (18), das geeignet ist, während der Montage und des Entfernens der Deckenschalung des Trägers (16) vorübergehend einen schrägen unteren Abschnitt (32) des Trägers (16) zu tragen,
    dadurch gekennzeichnet, dass die Vertiefungen (23) ein im Wesentlichen V-förmiges Profil haben und das Einführen und Halten des tragenden Abschnitts (24) des entsprechenden Trägers (16) leiten, der aus dem unteren Abschnitt eines umgekehrten T-förmigen Körpers besteht, der am Ende des Trägers (16) geformt ist, und die Sicherheitswiderlagerelemente (29) für das Ende des Trägers (16) während der Montage und des Entfernens der Deckenschalung des Trägers aus hakenförmigen Abschnitten (30) bestehen, die, als Fortsetzung der oberen Abschnitte der Vertiefungen (23), nach außen, zu dem oberen Bereich der Platten (18) hin, ragen, wobei der konkave Bereich der hakenförmigen Abschnitte (30) im Wesentlichen zu dem Pfosten (11) hin gerichtet ist.
  2. Die Vorrichtung gemäß Anspruch 1, dadurch gekennzeichnet, dass die Oberfläche zum Halten des tragenden Abschnitts (24) des Trägers (16) vom Boden (25) der Vertiefung (23) jeder der Platten (18) und von der Seitenkante (26) eines entsprechenden plattenähnlichen Elements (27) gebildet wird, das starr gekoppelt ist, um so seitlich an die Platte (18) anzugrenzen, so dass die Seitenkante (26) sich im Wesentlichen auf derselben Höhe befindet wie der Boden (25) der Vertiefung (23).
  3. Die Vorrichtung gemäß Anspruch 1 oder 2, dadurch gekennzeichnet, dass der Tragkopf (15) eine Grundplatte (17) umfasst, mit der zwei Platten (18) hochkant verschweißt sind, wobei die Platten (18) spiegelsymmetrisch so angeordnet sind, dass sie seitlich an gegenüberliegende Seiten des Pfostens (11) angrenzen, wobei jede der Platten (18) mit Bezug auf eine vertikale Mittelachse symmetrisch ist, die Platten (18) entsprechend in Paaren zwei der Aufnahmebereiche (19) für die Enden benachbarter und ausgerichteter Träger (16) bildend.
  4. Die Vorrichtung gemäß Anspruch 2 und 3, dadurch gekennzeichnet, dass die Grundplatte (17) zentral mit einer Durchgangsbohrung (20) versehen ist, um ihr Gleiten entlang dem Pfosten (11) zu ermöglichen, wobei das Gleiten für einen einzigen ersten Abschnitt (11a) des Pfostens (11) ermöglicht wird, der zwischen einer flachen Halterung (13) und zwei Hubbegrenzern (21) liegt, die auf einander gegenüberliegenden Seiten des Pfostens (11) entlang einer intermediären Position davon angeordnet sind, wobei ein einziges plattenähnliches Element (27), das länger ist als der Abstand der Vertiefungen (23) einer selben Platte (18), mit jeder Platte (18) verbunden ist, wobei jedes plattenähnliche Element (27) geeignet ist, gegen einen entsprechenden der Hubbegrenzer (21) anzustoßen, und jedes der plattenähnlichen Elemente (27) weiter gemeinsam mit seinem passenden Element ein Paar von Aufnahme- und Führungselementen für den Kopf (15) bildet.
  5. Die Vorrichtung gemäß Anspruch 1 oder 2, dadurch gekennzeichnet, dass zwei Führungsplatten (28) zum Gleiten an dem Pfosten (11) auf gegenüberliegenden Seiten der Durchgangsbohrung (20), quer zu den Platten, angeordnet und geeignet sind, in der Praxis ein Paar von Aufnahme- und Führungselementen für den Kopf zu bilden, das senkrecht zu dem Paar der plattenähnlichen Elemente (27) ist.
  6. Die Vorrichtung gemäß einem oder mehreren der obigen Ansprüche, dadurch gekennzeichnet, dass das transversale Element (31) aus einem zylindrischen Drehzapfen besteht, der am Ende mit den zwei Platten (18) verschweißt ist.
  7. Die Vorrichtung gemäß Anspruch 4, dadurch gekennzeichnet, dass die reversiblen Blockiermittel (22) für den Tragkopf (15) einen Rahmen (33) umfassen, der in der Mitte mit einem durchgehenden Hohlraum versehen ist, welcher im Wesentlichen zwei separate Abschnitte bildet: einen ersten Abschnitt, der im Wesentlichen gleich der Breite des ersten Abschnitts (11a) des Pfostens (11) ist, und einen zweiten Abschnitt (34), der größer ist als die Grundmaße des Querschnitts des ersten Abschnitts (11a), wobei der Pfosten in dem ersten Abschnitt (11a) auf gegenüberliegenden Seiten zwei Flügel (35) hat, auf deren oberen Enden (36) der erste Abschnitt des Rahmens (32) verschiebbar aufliegt, wobei die Grundplatte (17) des Tragkopfes (15) auf dem so angeordneten Rahmen aufliegt.
  8. Die Vorrichtung gemäß Anspruch 7, dadurch gekennzeichnet, dass die Kante des Rahmens (33) in dem ersten Abschnitt aufwärts zu dem zweiten Abschnitt (34) hin schräg ist.
EP05735049.8A 2005-03-21 2005-03-21 Fallkopfvorrichtung zur Abstützung von Trägern einer Deckenschalung Expired - Lifetime EP1861565B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/IT2005/000148 WO2006100694A1 (en) 2005-03-21 2005-03-21 Falling head support device for supporting beams of formworks for floors

Publications (2)

Publication Number Publication Date
EP1861565A1 EP1861565A1 (de) 2007-12-05
EP1861565B1 true EP1861565B1 (de) 2015-02-25

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP05735049.8A Expired - Lifetime EP1861565B1 (de) 2005-03-21 2005-03-21 Fallkopfvorrichtung zur Abstützung von Trägern einer Deckenschalung

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Country Link
EP (1) EP1861565B1 (de)
ES (1) ES2538400T3 (de)
WO (1) WO2006100694A1 (de)

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101042382B1 (ko) * 2008-01-28 2011-06-17 삼목정공주식회사 슬래브 폼 장치
EP2759658A1 (de) * 2013-01-24 2014-07-30 Faresin Building Division S.p.A. Vorrichtung zum Durchführen von horizontalen Güssen zum Bereitstellen von Bodenplatten
ITUB20151788A1 (it) * 2015-07-01 2017-01-01 Faresin Building Div S P A Dispositivo di supporto, del tipo a testa cadente, per travi di sostegno di casseforme per solai
ITUB20156234A1 (it) * 2015-12-04 2017-06-04 Faresin Building S P A Sistema di aggancio anti-sollevamento per la giunzione reversibile di elementi per la realizzazione di una casseratura per getti di solai
US10407925B2 (en) 2017-07-10 2019-09-10 Doka Gmbh Method of installing a formwork support system, formwork support system and longitudinal beam
IT201700099585A1 (it) 2017-09-06 2019-03-06 Faresin Building S P A Dispositivo perfezionato di supporto per travi di sostegno di casseforme per solai
IT201700100643A1 (it) * 2017-09-08 2019-03-08 Faresin Building S P A Struttura di casseratura per l'esecuzione di getti per la realizzazione di solai
US11225802B2 (en) 2017-10-12 2022-01-18 George CHARITOU Prop head assembly
IT201800000768A1 (it) * 2018-01-12 2019-07-12 Faresin Building S P A Dispositivo perfezionato di supporto per travi di sostegno di casseforme per solai e trave associata a tale dispositivo
CA2994076A1 (en) * 2018-02-06 2019-08-06 Brand Shared Services Llc Formwork system
IT201800003425A1 (it) 2018-03-12 2019-09-12 Faresin Formwork S P A "dispositivo perfezionato di supporto, del tipo a testa cadente, per travi di sostegno di casseforme per solai, attrezzatura comprendente tale dispositivo e trave di sostegno da associare al dispositivo"
WO2020108935A1 (en) * 2018-11-29 2020-06-04 Peri Gmbh Alphadeck - large area slab panel formwork system
CA3191372A1 (en) * 2020-09-01 2022-03-10 Giacomo DALLA FONTANA Supporting beam for a formwork panel

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1561377A (en) * 1977-02-15 1980-02-20 Gkn Mills Building Serv Scaffolding
DE3316557C1 (de) * 1983-03-03 1984-10-11 NOE-Schaltechnik GmbH, 7334 Süssen Deckenschalungssystem
DE4305302A1 (de) * 1993-02-20 1994-08-25 Peri Gmbh Deckenschalung
ES2196951B1 (es) * 2001-04-18 2004-10-16 Ingenieria De Encofrados Y Servicios, S.L. Encofrado recuperable.

Also Published As

Publication number Publication date
ES2538400T3 (es) 2015-06-19
EP1861565A1 (de) 2007-12-05
WO2006100694A1 (en) 2006-09-28

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