EP2370650B1 - Holzträger für den baubereich - Google Patents

Holzträger für den baubereich Download PDF

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Publication number
EP2370650B1
EP2370650B1 EP09803721.1A EP09803721A EP2370650B1 EP 2370650 B1 EP2370650 B1 EP 2370650B1 EP 09803721 A EP09803721 A EP 09803721A EP 2370650 B1 EP2370650 B1 EP 2370650B1
Authority
EP
European Patent Office
Prior art keywords
girder
protection cap
timber support
girder end
end protection
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.)
Active
Application number
EP09803721.1A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2370650A1 (de
Inventor
Werner Brunner
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 GmbH
Original Assignee
Peri 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 Peri GmbH filed Critical Peri GmbH
Priority to PL09803721T priority Critical patent/PL2370650T3/pl
Priority to SI200931160T priority patent/SI2370650T1/sl
Publication of EP2370650A1 publication Critical patent/EP2370650A1/de
Application granted granted Critical
Publication of EP2370650B1 publication Critical patent/EP2370650B1/de
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
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/125—End caps therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/14—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/14—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web
    • E04C3/145—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web with special adaptations for the passage of cables or conduits through the web, e.g. reinforcements

Definitions

  • the invention relates to a timber beam for the construction sector with an upper belt and a lower belt, which are interconnected by a connecting element, and wherein a strap end of the belt end protective cap is provided.
  • wood beams are used, for example, as a carrier in a formwork of concrete structures to be concreted, in particular of concrete ceilings and walls.
  • Generic wooden beams are for example from the publications AT 409 013 B or DE 103 05 613 A1 known.
  • the connecting element or its parts are usually glued via tongue and groove joints with the straps.
  • the straps are made of natural wood.
  • the strap ends are protected by means of, for example, a cast-on or overmolded plastic coating, whereby the mentioned material weakening of the wood of the straps is avoided.
  • a cast-on or overmolded plastic coating whereby the mentioned material weakening of the wood of the straps is avoided.
  • plastic covers as Gurtendenschutz there is the problem that plastic is subject to aging processes that lead to its embrittlement.
  • plastic embrittles from exposure to sunlight by ultraviolet radiation In particular, in a fall of a wooden support on such a plastic cap protection often does not stand the high load given thereby stood and the cap breaks, so that the associated strap end is no longer protected.
  • the invention has for its object to provide a timber support for the construction sector, which avoids the disadvantages of the prior art, in particular wherein a splintering of the wood support is reliably prevented at the belt ends by simple means.
  • the timber support according to the invention for the construction sector has an upper belt and a lower belt, which are interconnected by a connecting element.
  • at least one strap end of the straps, or can all four strap ends protrude in the longitudinal direction of the timber carrier via the connecting element.
  • a strap end protective cap enclosing the strap end is provided in each case.
  • the strap end protection cap or the strap end protection caps respectively have at least one attachment strap partially covering a side edge of the connection element, the attachment strap being fastened to the side flank by attachment means for attachment of the respective strap end protection cap.
  • the strap end caps are made of a metallic material (e.g., galvanized sheet).
  • a particularly low-wear and shock-resistant material is selected.
  • the fastening strap of such a strap end protective cap has a bore, wherein a fastening bolt, which is guided through the bore and preferably designed as a rivet bolt, is provided or a screw guided through the bore.
  • the rivet bolt or the screw can be securely screwed or carried out for fastening in the material of the connecting element. Such a particularly against tensile forces particularly secure attachment is guaranteed.
  • the strap end cap has two fastening tabs, each partially covering one side edge of the connecting element, each with one bore and the screw or bolt is passed through both bores, the screw or the bolt passed through a hole in the connecting element can be fixed symmetrically on both side edges of the connecting element.
  • the connecting element is designed as a full-wall web, whereby a tearing off of the fastening means of the side edges of the connecting element can be largely prevented, since a flat concerns the mounting tabs on the side edges is possible.
  • the strap end enveloped by the strap end protective cap is designed to taper in the direction of its free end, particularly good protection against splintering can be achieved since impact forces are deflected laterally.
  • a shoulder is formed on the surface of the belt, whose strap end is enveloped by the strap end protective cap, so that the material of the strap end protection cap does not protrude beyond the side surface of the straps.
  • the strap end protective cap may also end in front of the wooden trained paragraph. This creates a gap that is closed more or less strongly when shock loads the cap.
  • the shoulder is formed at least on the surface facing away from the connecting element of the belt, wherein the paragraph in its height of the thickness of the material from which the Strap end cap is made, corresponds.
  • a flat support surface is created, for example, for shuttering boards on the surface of the belt facing away from the connecting element.
  • the Gurtendentikkappe on at least one drainage opening, wherein preferably the drainage opening is provided on the front side of the Gurtendentikkappe. It is thus avoided that under the belt end cap penetrating water accumulates there and leads to excessive swelling of the belt end cap wrapped in the belt end. The life of a protected with such Gurtendenstoffkappe strap end is so significantly extended.
  • FIG. 1 a section of a timber support 1 according to the invention is shown in perspective.
  • the timber beam 1 has an upper belt 3 and a lower belt 4, which by a full-wall web 6 with holes 7, the e. can serve for attachment to a crane hook, trained connecting element are firmly connected.
  • the straps 3,4 are e.g. Made of grown wood and the solid web 6 can be made of a plywood material or a suitable chipboard.
  • the strap ends 9 of the straps 3, 4 protrude in the longitudinal direction of the wooden carrier 1 with respect to the central longitudinal axis of the connecting element via the connecting element.
  • a belt end 9 enclosing the belt end cap 10 made of steel is provided in each case.
  • the material of the Gurtendenstoffkappen 10 penetrating holes are provided, which serve as drainage openings 12.
  • the Gurtendenstoffkappen 10 each have two fastening tabs 15 which are arranged mirror-symmetrically to the solid wall web 6 and each cover a side edge of the connecting element partially.
  • the fastening tabs 15 are made of the material of the associated Gurtendenstoffkappe 10 with the Gurtendenstoffkappe 10 in one piece and each have a bore 16.
  • the holes 16 are shown by the dashed circles. Through the holes 16 each have a rivet bolt 18, which penetrates the full-wall web, out. The riveted ends of the rivet bolts 18 overlap in the representation of the holes 16 in the fastening tabs 15. These rivet bolts 18 serve as fastening means for fastening the Gurtendenstoffkappen 10 on the side edges of the solid wall web. 6
  • the strap ends 9 wrapped by the strap end caps 10 are e.g. formed by milling so that they taper in the direction of their free ends.
  • a shoulder 20 is formed on the surface of the straps. These shoulders 20 each form a transition from the belt surface areas enclosed by the belt end protection caps 10 to non-enveloped surface areas.
  • the paragraphs are formed in particular on the connecting element facing away from the surfaces of the straps.
  • the heels correspond in height to the thickness of the material from which the strap end caps 10 are made such that there is substantially no edge at the transitions from the unclad strap area to the surface of the strap end caps 10.
  • the outer surfaces of the Gurtendenschkappe 10 are each behind the side edge outer dimensions of the straps 3,4 back, so that the Gurtendenstoffkappen 10 laterally do not protrude beyond the dimensions of the straps 3,4.
  • FIGS. 2a to 2f are partial views and sectional views of a timber carrier according to FIG. 1 shown.
  • at least one belt end protection cap 10, which surrounds a belt end 9 of a belt 3, 4, can be seen.
  • the straps 3,4 are connected to each other via a full-wall web 6 as a connecting element.
  • FIG. 2a shows a side view of one end of the timber carrier.
  • FIG. 2b shows an enlarged section FIG. 2a wherein the cutout shows a belt end 9 with a belt end protection cap 10 surrounding the belt end 9.
  • Figure 2c shows a longitudinal section through the in FIG. 2b shown strap end, wherein the material boundary from the belt 3 to the solid wall web 6 can be seen. Since, in the production of a wooden support according to the invention, the strap ends projecting beyond the solid wall web 6 are formed by free cutting by means of sawing and / or milling, a cavity is present between the strap end, the solid wall web and the belt end protection cap 10.
  • Figure 2d shows a sectional view through the belt end in the amount of the belt 3. It can be seen how the strap end is wrapped by the metal of the Gurtendenstoffkappe 10 accurately.
  • FIG. 2e shows a cross section through the strap end at the level of the fastening bolt 18, which is performed through the holes in the fastening tabs of the Gurtendenstoffkappe 10 and the solid wall web 6.
  • FIG. 2f shows a plan view of the end face of the timber carrier with the provided in the end faces of the Gurtendenstoffkappen 10 drainage openings 12th
  • a timber beam 1 for the construction sector with an upper belt 3 and a lower belt 4, which are connected to each other by a connecting element 6, and wherein a the belt end 9 enveloping Gurtendenschutzkappe 10 is provided
  • the Gurtendenschkappe 10 at least one, a side edge of the connecting element 6 partially overlapping, fastening tab 15 and the fastening tab 15 for fastening the Gurtendenstoffkappe 10 is fastened by means of fastening means on the side edge.
  • the invention is not limited to the embodiments given above. Rather, a number of variants are conceivable, which make use of the features of the invention even with fundamentally different type of execution.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Bridges Or Land Bridges (AREA)
EP09803721.1A 2008-12-01 2009-11-23 Holzträger für den baubereich Active EP2370650B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL09803721T PL2370650T3 (pl) 2008-12-01 2009-11-23 Belka drewniana dla budownictwa
SI200931160T SI2370650T1 (sl) 2008-12-01 2009-11-23 Lesen nosilec za gradbeniĺ tvo

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102008059817A DE102008059817A1 (de) 2008-12-01 2008-12-01 Holzträger für den Baubereich
PCT/DE2009/001665 WO2010063257A1 (de) 2008-12-01 2009-11-23 Holzträger für den baubereich

Publications (2)

Publication Number Publication Date
EP2370650A1 EP2370650A1 (de) 2011-10-05
EP2370650B1 true EP2370650B1 (de) 2015-01-07

Family

ID=42077893

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09803721.1A Active EP2370650B1 (de) 2008-12-01 2009-11-23 Holzträger für den baubereich

Country Status (13)

Country Link
US (1) US8555601B2 (xx)
EP (1) EP2370650B1 (xx)
CN (1) CN102245845B (xx)
CA (1) CA2743392C (xx)
DE (1) DE102008059817A1 (xx)
DK (1) DK2370650T3 (xx)
EG (1) EG26920A (xx)
ES (1) ES2531544T3 (xx)
HK (1) HK1157833A1 (xx)
PL (1) PL2370650T3 (xx)
RU (1) RU2471942C1 (xx)
SI (1) SI2370650T1 (xx)
WO (1) WO2010063257A1 (xx)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8910455B2 (en) * 2010-03-19 2014-12-16 Weihong Yang Composite I-beam member
US8820033B2 (en) * 2010-03-19 2014-09-02 Weihong Yang Steel and wood composite structure with metal jacket wood studs and rods

Family Cites Families (32)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US183160A (en) * 1876-10-10 Improvement in composite metallic girders
US1906683A (en) * 1931-05-26 1933-05-02 Walter H Weiskopf Plate girder
DE1945716U (de) * 1966-06-01 1966-09-08 Steidle Bau E Abdeckkappe fuer die stirnflaeche von holzbalken.
DE2215127A1 (de) * 1972-03-28 1973-10-04 Steidle Bau E Holzbalken mit stirnflaechenschutzabdeckung
DE7240306U (de) 1972-11-03 1973-02-01 Peri Werk Schwoerer A Kg Holzgittertraeger
US4195462A (en) * 1975-03-14 1980-04-01 Wood I Systems, Inc. Fabricated wood structural member
US4191000A (en) * 1978-02-27 1980-03-04 Timjoist, Inc. Wooden I-beam
US4413459A (en) * 1981-03-16 1983-11-08 Boise Cascade Corporation Laminated wooden structural assembly
US4456497A (en) * 1982-09-29 1984-06-26 Eberle George F Wood I-beam and method of fabricating the same
US4937998A (en) * 1988-06-17 1990-07-03 Howard Goldberg Structural member
DE4304438C2 (de) 1993-02-13 1997-03-20 Peri Gmbh Holzgurtträger
US6173550B1 (en) * 1993-03-24 2001-01-16 Daniel A. Tingley Wood I-beam conditioned reinforcement panel
US5974760A (en) * 1993-03-24 1999-11-02 Tingley; Daniel A. Wood I-beam with synthetic fiber reinforcement
CN2196661Y (zh) 1993-07-19 1995-05-10 北京利建模板联合公司 工字竹胶梁
US5483782A (en) * 1994-01-03 1996-01-16 Hall; Donald M. Load bearing beam having corrosion resistant cladding
AT403305B (de) * 1995-10-13 1998-01-26 Kaufmann Holzbauwerk Ges Mbh Schalungsträger
US5921054A (en) * 1996-06-21 1999-07-13 University Of Central Florida Metal and wood composite framing members for residential and light commercial construction
US6012262A (en) * 1996-03-14 2000-01-11 Trus Joist Macmillan Built-up I-beam with laminated flange
AU4005597A (en) * 1996-08-19 1998-03-06 Les Bois Laumar Inc. Steel-wood system
US5996305A (en) * 1998-05-06 1999-12-07 Corvallis Tool Co. Assembly of wood I-beams
US6460310B1 (en) * 2000-09-26 2002-10-08 Graftech Inc. Composite I-beam having improved properties
US20020166306A1 (en) * 2001-05-09 2002-11-14 Stuart Wilson Structural beam
CA2353202C (en) * 2001-07-17 2009-01-06 Guildo Deschenes I-shaped wooden beam
DE10305613B4 (de) * 2003-02-11 2006-11-09 Doka Industrie Ges.M.B.H Schalungsträger
GB2415206B (en) 2003-09-01 2006-08-16 Boise Building Products Ltd A joist end-cap
US8065848B2 (en) * 2007-09-18 2011-11-29 Tac Technologies, Llc Structural member
EP1778929A4 (en) * 2004-08-02 2008-12-31 Tac Technologies Llc MANUFACTURED STRUCTURAL ORGANS AND METHODS OF CONSTRUCTION THEREOF
US20070137137A1 (en) * 2005-12-20 2007-06-21 Peek Brian M I joist with reinforcing aluminum sheet
CN2876221Y (zh) 2006-02-14 2007-03-07 昆明西木木材工业研究开发有限公司 竹木复合工字梁
US20070256389A1 (en) * 2006-05-03 2007-11-08 Davis John D Sheet Metal Web Stiffener And Chord Nailing Restrictor For Wooden I-Joist
DE102007002256B3 (de) * 2007-01-16 2008-08-21 Peri Gmbh Holzschalungsträger für den Baubereich
CN201080670Y (zh) 2007-06-05 2008-07-02 华商技研(天津)家具有限公司 用人工林木材制造的建筑结构梁

Also Published As

Publication number Publication date
CN102245845B (zh) 2014-08-13
EP2370650A1 (de) 2011-10-05
AU2009321928A1 (en) 2011-06-30
RU2471942C1 (ru) 2013-01-10
DK2370650T3 (da) 2015-01-19
CA2743392A1 (en) 2010-06-10
HK1157833A1 (en) 2012-07-06
PL2370650T3 (pl) 2015-04-30
EG26920A (en) 2014-12-22
CA2743392C (en) 2013-11-12
WO2010063257A1 (de) 2010-06-10
US20110219726A1 (en) 2011-09-15
CN102245845A (zh) 2011-11-16
ES2531544T3 (es) 2015-03-17
SI2370650T1 (sl) 2015-04-30
DE102008059817A1 (de) 2010-06-02
US8555601B2 (en) 2013-10-15

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