CA2687832A1 - Girder element for concrete formwork comprising a structure for automatically compensating bending strains - Google Patents

Girder element for concrete formwork comprising a structure for automatically compensating bending strains Download PDF

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Publication number
CA2687832A1
CA2687832A1 CA002687832A CA2687832A CA2687832A1 CA 2687832 A1 CA2687832 A1 CA 2687832A1 CA 002687832 A CA002687832 A CA 002687832A CA 2687832 A CA2687832 A CA 2687832A CA 2687832 A1 CA2687832 A1 CA 2687832A1
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CA
Canada
Prior art keywords
girder
elements
structure according
girders
length
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
CA002687832A
Other languages
French (fr)
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CA2687832C (en
Inventor
Hans Braun
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.)
Peri SE
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of CA2687832A1 publication Critical patent/CA2687832A1/en
Application granted granted Critical
Publication of CA2687832C publication Critical patent/CA2687832C/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/005—Girders or columns that are rollable, collapsible or otherwise adjustable in length or height
    • 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
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E04G11/54—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like
    • E04G11/56—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like of telescopic type

Abstract

A girder element (1; 21; 31; 41; 53-57) for concrete formwork comprises a girder (4) for receiving external forces (10), a tension rod (5) extending behind the girder (4) and at least one lengthwise adjustable tensioning device that is interposed between the girder (4) and the tie rod (5), the local distance between the girder (4) and the tie rod (5) being adjustable by means of said tensioning device. The invention is characterized in that the lengthwise adjustable tensioning device is configured as a lengthwise adjustable compensation device (6; 6a, 6b) which is motor driven to adjust the length of the compensation device (6; 6a, 6b). A measuring device is used to determine the position (x) of the girder (4) in the area of the compensation device (6; 6a, 6b) relative to a desired position (xs). A control device (12) is used to adjust the length (L) of the compensation device (6; 6a, 6b) depending on the position (x) of the girder (4). The girder element according to the invention allows the precise and cost-effective manufacture of any concrete structures.

Claims (15)

1. A girder structure for a ceiling formwork for production of a concrete floor level, the structure comprising a plurality of girder elements (1;
21; 31; 41; 53-57), each having a girder (4) for absorbing external forces (10), a traction band (5), which runs behind the girder (4), and at least one length-adjustable tensioning device, which is disposed between the girder (4) and the traction band (5), using which the local spacing of girder (4) and traction band (5) is settable, wherein the length-adjustable tensioning device is implemented as a length-adjustable compensation device (6; 6a, 6b) having a motorized drive for setting the length of the compensation device (6; 6a, 6b), and with a measuring unit, by which the position (x) of the girder (4) in the area of the compensation device (6; 6a, 6b) relative to a target position (xs) can be determined, and a control unit (12), by which the length (L) of the compensation device (6; 6a, 6b) can be regulated as a function of the position (x) of the girder (4), characterized in that the girders (4) of a second part of the girder elements (55-57) are disposed on and attached to the girders (4) of a first part of the girder elements (53, 54), wherein formwork girders (60) are disposed on the girders (4) of the first part of the girder elements (53, 54), the formwork girders (60) having a slightly larger structural height than the girders (4) of the second part of the girder elements (55-57).
2. The girder structure of claim 1, characterized in that a further girder (58) is provided on which the formwork girders (60) also seat, wherein, via a respective compensation device (6), the girders (4) and traction bands (5) of the second part of the girder elements (55-57), a corresponding connection element (13) and the installed further girder (58) are attached to each other.
3. The girder structure of claim 2, characterized in that the further girder (58) extends parallel to the girders (4) of the first part of the girder elements (53, 54).
4. The girder structure according to any one of the previous claims, characterized in that the first part of the girder elements (53, 54) is constructed from two girder elements (53, 54) and the second part of the girder elements (55-57) is constructed from three girder elements (55-57).
5. The girder structure according to any one of the previous claims, characterized in that the girders (4) of the girder elements of the first part (53, 54) and of the second part (55-57) cross at right angles.
6. The girder structure according to any one of the preceding claims, characterized in that, for a girder element (1; 21; 31; 41; 53-57), the motorized drive comprises an electrical drive, in particular, a linear motor.
7. The girder structure according to any one of the preceding claims, characterized in that, for a girder element (1; 21; 31; 41; 53-57), the motorized drive comprises a hydraulic drive or a pneumatic drive.
8. The girder structure according to any one of the preceding claims, characterized in that, for a girder element (1; 21; 31; 41; 53-57), the measuring unit comprises a spacer rod (59) or a cable (43) having deflection roller (44) and ballast (45) or a laser distance meter (11).
9. The girder structure according to any one of the preceding claims, characterized in that, for a girder element (1; 21; 31; 41; 53-57), the compensation device (6; 6a, 6b) is length-adjustable in a direction which extends essentially perpendicular to the girder (4).
10. The girder structure according to any one of the preceding claims, characterized in that, for the girder elements of the first part (53, 54), the girder element (53, 54) has fasteners (7a, 7b) for the girder element (53, 54) on two opposing ends of the girder (4), in particular for fastening to story columns (2, 3; 51, 52).
11. The girder structure according to any one of the preceding claims, characterized in that, for a girder element (1; 21; 31; 41; 53-57), the girder (4) is implemented as telescoping.
12. The girder structure according to any one of the preceding claims, characterized in that, for the girder elements of the first part (53, 54), the girder (4) has fasteners for fastening a plurality of formwork girders (60) to the girder (4).
13. The girder structure according to any one of the preceding claims, characterized in that, for a girder element (1; 21; 31; 41; 53-57), multiple length-adjustable compensation devices (6; 6a, 6b) are provided, which are distributed over the length of the girder (4).
14. The girder structure according to any one of the preceding claims, characterized in that, for a girder element (1; 21; 31; 41; 53-57), a signal device is provided, which outputs a warning signal, in particular an acoustic, optical, or electronic warning signal, if a limiting value for the position (x) of the girder (4) is exceeded.
15. Use of the girder structure according to any one of the preceding claims for continuous compensation of bending deformations of the girder (4) of the girder elements (1; 21; 31; 41; 53-57), wherein a changeable external force (10) acts on the girder (4), the external force (10) on the girder (4) being preferably caused by the weight of concrete.
CA2687832A 2007-06-05 2008-06-03 Girder element for concrete formwork comprising a structure for automatically compensating bending strains Active CA2687832C (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102007026499.4 2007-06-05
DE102007026499A DE102007026499B3 (en) 2007-06-05 2007-06-05 Support element for a concrete formwork with device for automatic compensation of bending deformations
PCT/DE2008/000928 WO2008148379A1 (en) 2007-06-05 2008-06-03 Girder element for concrete formwork comprising a structure for automatically compensating bending strains

Publications (2)

Publication Number Publication Date
CA2687832A1 true CA2687832A1 (en) 2008-12-11
CA2687832C CA2687832C (en) 2012-09-18

Family

ID=39777067

Family Applications (1)

Application Number Title Priority Date Filing Date
CA2687832A Active CA2687832C (en) 2007-06-05 2008-06-03 Girder element for concrete formwork comprising a structure for automatically compensating bending strains

Country Status (4)

Country Link
US (1) US20100115860A1 (en)
CA (1) CA2687832C (en)
DE (1) DE102007026499B3 (en)
WO (1) WO2008148379A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153570A (en) * 2014-08-01 2014-11-19 唐安虎 Fast formwork supporting system of cast-in-place floor of steel structure building
US11585103B2 (en) * 2018-07-27 2023-02-21 Peri Se Mounting head with anchoring cross-member and ceiling formwork system connected thereto

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010001041A1 (en) * 2010-01-20 2011-07-21 Doka Industrie Gmbh Slab formwork support and formwork element with a support
DE102010001042B4 (en) * 2010-01-20 2012-03-01 Doka Industrie Gmbh Drop head for a slab formwork system and slab formwork system
US20120180407A1 (en) * 2011-01-13 2012-07-19 Rees Kyle J Roof truss kit to enable support of solar panels on roof structures
DE102013103458A1 (en) * 2013-04-08 2014-10-09 Peri Gmbh Formwork system for the production of a concrete floor
CN106760495B (en) * 2016-11-10 2018-11-27 中国三冶集团有限公司 A kind of floor construction method
US10053875B1 (en) * 2017-07-10 2018-08-21 Doka Gmbh Formwork support system and formwork support prop
US10407925B2 (en) 2017-07-10 2019-09-10 Doka Gmbh Method of installing a formwork support system, formwork support system and longitudinal beam
US10487521B2 (en) * 2017-07-10 2019-11-26 Doka Gmbh Formwork support system and method of installing a formwork support system
CN112227705B (en) * 2020-09-29 2022-04-01 浙江绿筑集成科技有限公司 Floor slab supporting method using tensioning strings
CN112227706B (en) * 2020-09-29 2022-06-07 浙江绿筑集成科技有限公司 Floor slab supporting method using space tensioning cable net
CN114838700B (en) * 2022-04-25 2023-04-11 上海建工四建集团有限公司 Formwork system deformation monitoring and regulating method for concrete wall construction
CN115492402A (en) * 2022-08-31 2022-12-20 吉林大学 Detachable three-rod tensioning integral precision assembling device

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE187973C (en) *
BE469395A (en) * 1945-11-23
FR1179807A (en) * 1956-07-25 1959-05-28 Ceiling formwork support made up of telescopic or shiftable elements
AT194590B (en) * 1956-12-13 1958-01-10 Wilhelm Ing Offenbeck Formwork support made of parts that can be slid into one another or offset against one another
US6345484B1 (en) * 1999-12-13 2002-02-12 James Oliver Brace for mating seam of multi-section manufactured home
US6379084B1 (en) * 1999-12-17 2002-04-30 Jack Kennedy Metal Products And Buildings, Inc. Mine stopping
US6434893B1 (en) * 2000-03-02 2002-08-20 Delaware Capital Formation, Inc. Apparatus and method for placing elevated concrete slabs

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153570A (en) * 2014-08-01 2014-11-19 唐安虎 Fast formwork supporting system of cast-in-place floor of steel structure building
US11585103B2 (en) * 2018-07-27 2023-02-21 Peri Se Mounting head with anchoring cross-member and ceiling formwork system connected thereto

Also Published As

Publication number Publication date
CA2687832C (en) 2012-09-18
DE102007026499B3 (en) 2009-02-05
WO2008148379A1 (en) 2008-12-11
US20100115860A1 (en) 2010-05-13

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