EP1956162A2 - Form zum Gießen von Pfeilern - Google Patents

Form zum Gießen von Pfeilern Download PDF

Info

Publication number
EP1956162A2
EP1956162A2 EP08150170A EP08150170A EP1956162A2 EP 1956162 A2 EP1956162 A2 EP 1956162A2 EP 08150170 A EP08150170 A EP 08150170A EP 08150170 A EP08150170 A EP 08150170A EP 1956162 A2 EP1956162 A2 EP 1956162A2
Authority
EP
European Patent Office
Prior art keywords
pin
cross
head
profile
upright
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.)
Granted
Application number
EP08150170A
Other languages
English (en)
French (fr)
Other versions
EP1956162A3 (de
EP1956162B1 (de
EP1956162A8 (de
EP1956162A9 (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 EP1956162A2 publication Critical patent/EP1956162A2/de
Publication of EP1956162A8 publication Critical patent/EP1956162A8/de
Publication of EP1956162A3 publication Critical patent/EP1956162A3/de
Publication of EP1956162A9 publication Critical patent/EP1956162A9/de
Application granted granted Critical
Publication of EP1956162B1 publication Critical patent/EP1956162B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • E04G13/023Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions

Definitions

  • the present invention relates to a form for casting pillars.
  • Forms are currently known of the type for which the assembly of two identical or similar forms joined at an edge is provided by means of a threaded pin, which is associated with a first form and is designed to be inserted in a preset hole of a series of aligned holes formed on the facing second form, and pulled by means of a nut plate which is screwed to the threaded end portion of the pin.
  • This operation can be performed by a single operator, who is required to use both hands, and therefore with a certain inconvenience and slowness, or by two operators, who can perform the same operation more swiftly, but must indeed concentrate both on the same operation, one of the two taking away time which could be assigned more advantageously to other building yard activities.
  • the pin once unscrewed from the nut plate, must be removed and stored separately, and has to be repositioned every time the forms are reassembled, with a consequent waste of time as well as of space in storage.
  • the aim of the present invention is to provide a form for casting pillars which is capable of obviating the drawbacks observed in known types of form.
  • an object of the present invention is to provide a form for pillars which can be assembled easily to another identical form by a single operator and at least as quickly as what can be achieved with known similar forms.
  • Another object of the present invention is to provide a form in which the pin for fixing a second identical form can be positioned quickly and easily.
  • Another object of the present invention is to provide a form for casting pillars which can be manufactured cheaply with known systems and technologies.
  • a form for casting pillars of the type for which the assembly of two identical forms joined at an edge is provided by means of a threaded pin which passes through a lateral upright of a first form with which it is associated and is designed to be inserted in a preset hole of a series of aligned holes formed in the facing containment panel and in one of the cross-members for its support of a second form, said pin being pulled by means of a nut plate which is screwed to the threaded end portion of said pin in order to lock the panel of the second form against the lateral upright of the first form, said form being characterized in that said pin is arranged within a cross-member of the supporting frame of the containment panel, said cross-member being constituted by a profile whose cross-section is shaped so as to prevent the rotation therein of the head of the pin, said head being free to perform a translational motion within the channel of the profile in the direction formed by its axis
  • a form for casting pillars according to the invention is generally designated by the reference numeral 10.
  • the form 10 is of the type for which the assembly of two identical forms, a first one 10 and a second one 11, which are joined at an edge, is provided by means of a threaded pin 12 and a nut plate 13.
  • the pin 12 passes through a lateral upright 14 of the first form 10 with which it is associated, and is designed to be inserted in a preset hole 15 of a series of aligned holes 15a, 15b and so forth, which are formed on the facing containment panel 16, and in one of the cross-members 17 for its support of the second form 11.
  • the pin 12 is pulled by means of the nut plate 13 which is screwed to a threaded end portion 12a of the pin 12 in order to lock the panel 16 of the second form 11 against the lateral upright 14 of the first form 10.
  • the first form 10 in turn is also provided with a containment panel 18.
  • the pin 12 of the first form 10 is arranged inside a cross-member 19, which, together with the upright 14, is part of the supporting frame of the containment panel 18, the cross-member 19 being constituted by a profile whose cross-section is contoured so as to prevent the rotation of the head 20 of the pin 12 therein.
  • the pin is free to perform a translational motion within a channel 21 of the profile in the direction defined by its axis, between a locking position, screwed to the plate 13 and with the head 20 in abutment against the upright 14 of the first form 10, and an inactive position, determined by an extraction-preventing abutment 22 provided within the channel 21 of the profile; in this inactive position, the threaded end 12b of the pin 12 lies within the upright 14.
  • the cross-member 19 is constituted by a profiled element which has a substantially C-shaped cross-section.
  • the head 20 of the pin 12 is shaped like a quadrilateral and substantially complementarily with respect to the transverse cross-section of the C-shaped profile which constitutes the cross-member 19.
  • the channel 21 of the C-shaped profile prevents the rotation of the head 20 and therefore of the pin 12.
  • the extraction-preventing abutment 22 is constituted by an insert to be inserted transversely with respect to the cross-member 19 in a corresponding slot 27 which is opened thereon.
  • the insert is provided with a wing 22a for snap insertion in the slot 27.
  • the first form 10 like the second form 11, is provided with holes 29, 29a and so forth which pass through the containment panel 18 and the cross-member 19, in the same manner in which the holes 15, 15a and so forth pass through the panel 16 of the second form 11 and the cross-member 17; the holes 29, 29a and so forth are designed for the passage of a pin of an associated third identical form, which cooperates so as to form the contour for the casting to provide for example a pillar.
  • the bushes 28 are made of plastics, preferably Teflon or nylon.
  • the upright 14 of the first form 10 is positioned against the panel 16 of the second form 11, at one of the holes 15, 15a and so forth, depending on the dimensions selected for the pillar to be provided; the head 20 of the pin 12 is pushed manually so that it enters the chosen hole, for example the first hole 15, until its threaded portion 12a exits from the cross-member 17 and is available for screwing the nut plate 13.
  • the present invention provides a form for pillars which can be assembled easily with another identical form by a single operator and just as quickly as can be achieved with known similar forms; this is allowed by the rotation-preventing cooperation of the quadrangular head 20 of the pin 12 with the flaps 24 of the C-shaped profile, but also with the rest of the cross-section of the profile, thanks to the cooperation of which the head 20 does not rotate when the plate 13 is screwed to the pin 12; this simplifies the screwing operation, which can be managed easily by a single operator instead of two.
  • the present invention provides a form in which the pin for fixing to a second identical form can be positioned rapidly and easily, since it is never extracted fully from the lateral upright 14 of the form 10 to which it belongs and is therefore always available for use, since it is sufficient to push it by its head 20 in order to insert it in a chosen hole of the second form, available for screwing with the nut plate 13.
  • the present invention provides a form for casting pillars which can be manufactured cheaply with known systems and technologies.
  • the materials employed may be any according to requirements and to the state of the art.

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)
  • Joining Of Building Structures In Genera (AREA)
EP20080150170 2007-02-06 2008-01-11 Form zum Gießen von Pfeilern Active EP1956162B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ITPD20070037 ITPD20070037A1 (it) 2007-02-06 2007-02-06 Cassaforma per il getto di pilastri

Publications (5)

Publication Number Publication Date
EP1956162A2 true EP1956162A2 (de) 2008-08-13
EP1956162A8 EP1956162A8 (de) 2008-11-12
EP1956162A3 EP1956162A3 (de) 2009-08-05
EP1956162A9 EP1956162A9 (de) 2009-12-23
EP1956162B1 EP1956162B1 (de) 2013-06-05

Family

ID=39402524

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20080150170 Active EP1956162B1 (de) 2007-02-06 2008-01-11 Form zum Gießen von Pfeilern

Country Status (2)

Country Link
EP (1) EP1956162B1 (de)
IT (1) ITPD20070037A1 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101097836B1 (ko) 2010-04-23 2011-12-23 정지현 일체형 기둥폼
CN107724674A (zh) * 2017-12-04 2018-02-23 上海宝冶集团有限公司 一种构造柱浇筑喇叭口结构及其施工方法

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19758276A1 (de) 1997-12-31 1999-07-01 Dingler Gerhard Vorrichtung für Betonschalungen

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1114307B (de) * 1955-05-24 1961-09-28 Max Schwarz Schaltung fuer Saeulen und Unterzuege
DE2531463A1 (de) * 1975-07-15 1977-02-03 Molfenter Kg Schalung fuer beton- oder stahlbetonwaende
BE905030A (nl) * 1986-07-02 1986-11-03 Cometal Nv Koppelstuk voor betonbekistingen, evenals koppeling en bekisting hierdoor bekomen.
US6419204B1 (en) * 1999-11-23 2002-07-16 Safway Formwork Systems, Llc Outside conversion corner for form work

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19758276A1 (de) 1997-12-31 1999-07-01 Dingler Gerhard Vorrichtung für Betonschalungen

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101097836B1 (ko) 2010-04-23 2011-12-23 정지현 일체형 기둥폼
CN107724674A (zh) * 2017-12-04 2018-02-23 上海宝冶集团有限公司 一种构造柱浇筑喇叭口结构及其施工方法

Also Published As

Publication number Publication date
EP1956162A3 (de) 2009-08-05
EP1956162B1 (de) 2013-06-05
EP1956162A8 (de) 2008-11-12
ITPD20070037A1 (it) 2008-08-07
EP1956162A9 (de) 2009-12-23

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