EP2224079B1 - Stütz- und Verbindungsprofil mit Verstärkungseinlage sowie Verfahren zur Herstellung eines faserverstärkten Metallprofils - Google Patents

Stütz- und Verbindungsprofil mit Verstärkungseinlage sowie Verfahren zur Herstellung eines faserverstärkten Metallprofils Download PDF

Info

Publication number
EP2224079B1
EP2224079B1 EP10153410.5A EP10153410A EP2224079B1 EP 2224079 B1 EP2224079 B1 EP 2224079B1 EP 10153410 A EP10153410 A EP 10153410A EP 2224079 B1 EP2224079 B1 EP 2224079B1
Authority
EP
European Patent Office
Prior art keywords
profile
profile body
reinforcing insert
accordance
supporting
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
EP10153410.5A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2224079A2 (de
EP2224079A3 (de
Inventor
Heinz Röder
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.)
ROEDER HTS HOECKER GmbH
Original Assignee
Roder Hts Hocker 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=40691189&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP2224079(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Roder Hts Hocker GmbH filed Critical Roder Hts Hocker GmbH
Priority to PL10153410T priority Critical patent/PL2224079T3/pl
Publication of EP2224079A2 publication Critical patent/EP2224079A2/de
Publication of EP2224079A3 publication Critical patent/EP2224079A3/de
Application granted granted Critical
Publication of EP2224079B1 publication Critical patent/EP2224079B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21C—MANUFACTURE OF METAL SHEETS, WIRE, RODS, TUBES OR PROFILES, OTHERWISE THAN BY ROLLING; AUXILIARY OPERATIONS USED IN CONNECTION WITH METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL
    • B21C23/00—Extruding metal; Impact extrusion
    • B21C23/02—Making uncoated products
    • B21C23/04—Making uncoated products by direct extrusion
    • B21C23/14—Making other products
    • B21C23/142—Making profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/36—Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H15/00—Tents or canopies, in general
    • E04H15/18—Tents having plural sectional covers, e.g. pavilions, vaulted tents, marquees, circus tents; Plural tents, e.g. modular
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H15/00—Tents or canopies, in general
    • E04H15/32—Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
    • E04H15/34—Supporting means, e.g. frames
    • E04H15/36—Supporting means, e.g. frames arch-shaped type
    • E04H15/40—Supporting means, e.g. frames arch-shaped type flexible
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0439—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the cross-section comprising open parts and hollow parts
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0465—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped

Definitions

  • the invention relates to a support and connection profile made of light metal for a self-supporting framework, in particular for lightweight halls and large tent structures that has at least one running in the longitudinal direction of the profile body reinforcing insert of a fiber composite material. Furthermore, the invention relates to a method for producing a fiber-reinforced metal profile.
  • the invention relates to a support and connection profile made of light metal for a self-supporting framework, in particular for lightweight buildings and large tent structures, which has at least one running in the longitudinal direction of the profile body reinforcing insert of a fiber composite material.
  • Such profiles are from the WO 01/46536 known. These known support and connection profiles have the reinforcing layers in recesses of the outer surface of the profile body, wherein the reinforcing layers are exposed to the inside or outside in areas and are not completely enclosed. Depending on the type of connection between the profile body and the reinforcing insert, forces of different magnitude can be transmitted from the profile body to the reinforcing layers.
  • At least one closed chamber is formed in a profile perpendicular to the longitudinal direction of the profile body in the profile body, in which at least one reinforcing insert is fixed in terms of material, shape and / or force.
  • a closed chamber surrounding the connection profile offers the advantage that the forces can be introduced or absorbed over the entire reinforcement insert.
  • the reinforcing insert is effectively protected in the closed chamber in the profile body from mechanical or other damage.
  • the optimal utilization of the physical properties of the reinforcing insert taking into account the loads occurring, also enables a reduction of the dimensioning of the profiled body material. The reason for this is that the forces, in particular the bending moments and tensile and compressive forces, like them For example, occur at wind loads, are primarily collected by the reinforcing insert and must not be borne by the profile body.
  • a closed chamber can be formed by a wall section of the profile body as well as by a cover or the like.
  • the cover can be detachably connected to the profile body by means of e.g. Clamping, latching snap, or plug connections be connected.
  • the at least one closed chamber is formed integrally with the profile body.
  • the at least one closed chamber is designed such that its lumen in a direction perpendicular to the longitudinal direction of the professional body cross section is greater than the reinforcing insert.
  • a gap which can be used for bonding the fiber reinforcement to the profile remains between the inner surface of the chamber and the outer surface of the lamellar fiber reinforcement, for example.
  • An all-round surface bonding, with the exception of the front sides, is very helpful for a good connection of the fiber reinforcement to the metal profile.
  • the fiber reinforcement can only be effectively used to absorb tensile or compressive forces if such a good bond with the metal profile is present.
  • At least one guide and / or spacer element is provided on the Outside of the reinforcing insert.
  • a spacing and / or guide element can preferably be designed as a rib extending in the longitudinal direction of the profile body.
  • the guide and / or spacer elements cause a defined minimum distance between the outside of the reinforcing insert and the inside of the closed chamber. This makes it possible to achieve a surface bonding of the reinforcing insert with the metal profile over the entire length of the profile.
  • tents or hall constructions stipulate that all building materials in accordance with DIN 4102 Part 1 must be at least flame retardant. Only for roofs that are higher than 2.30 m above accessible areas, may normal inflammable building materials in accordance with DIN 4102 Part 1 be used. In other countries, tents or halls are treated in part as other structures, ie they are also subject to the Fire protection regulations for such structures. These provide in part that the buildings have to resist fire for 30 or 60 minutes. Aluminum and steel can not do this alone, but deform or start to melt. By adding appropriate chemicals such as aluminum trihydrate, bromine or the like, fire classes can be achieved to meet any national fire safety regulations.
  • support and connection profiles according to the invention may have a great length compared to their other dimensions.
  • the length of the metal profiles for example, by a factor of 20, but in particular by a factor of 50 to about a factor of 150, be greater than its width and / or height.
  • the total length of the fiber-reinforced metal profiles can be over 10 meters, depending on the purpose.
  • grooves are preferably provided in the support and connection profile according to the invention.
  • the profile body is approximately rectangular in a perpendicular to the longitudinal direction of the profile body cross-section, the height of which is greater than its width, and wherein in at least two corners each have at least one groove for receiving a welt or the like.
  • the arrangement of one groove in each of the four corners is particularly preferred. In principle, however, it is also possible to provide such grooves or other suitable fastening devices at other positions of the profile body.
  • the profile body as a post, roof bolt, gable support, gable cross-beam, purlin, cloth holder, post shoe, gable support with ground attachment, stem-bolt connection in eaves, ridge connection between individual roof bars, connection between gable supports and roof bars, cross dressing for stiffening between posts and between roof bars or the like. Scaffolding part may be formed.
  • the self-supporting framework can be constructed entirely of profiles of the type according to the invention.
  • the object underlying the invention is further achieved by a method for producing the above-mentioned fiber-reinforced light metal profile with the following method steps: First, a profile body is provided in which at least one closed chamber is formed in a cross section perpendicular to the longitudinal direction of the profile body. Thereafter, an adhesive is filled in this at least one closed chamber. Finally, a reinforcing insert containing glass fibers and / or carbon fibers is introduced together with adhesive into the closed chamber which has already been filled at least partially with adhesive.
  • This method according to the invention has the effect that - with the exception of the front side - all-round good bonding between the closed chamber and the reinforcing insert is achieved.
  • Pre-filling the closed chamber with the adhesive prevents the adhesive film between the reinforcing insert and the chamber from tearing off when the reinforcing insert and adhesive are introduced together. Rather, the adhesive flows around the reinforcing insert during insertion into the chamber.
  • both the metal profile and the reinforcing insert during assembly are aligned substantially horizontally. This simplifies handling and also reduces the risk of trapped air, which could occur with a vertical orientation of the metal profile.
  • the viscosity of the adhesive is between about 1,000 mPas and about 3,500 mPas.
  • a particularly preferred range is about 2,100 mPas to about 2,500 mPas (measured in each case at 25 ° C).
  • Bonding film with the layer thickness of at least 0.3 mm, in particular between about 0.4 mm and about 2.5 mm, is formed. This can be facilitated in particular by the use of the above-described guide and / or spacer elements.
  • the profile body according to the invention has an approximately rectangular cross-section, wherein its height is greater than its width.
  • a closed chamber is provided in the vicinity of the upper side and in the vicinity of the underside of the profile body, adhesive and a reinforcing insert being introduced into each of these chambers by the method according to the invention.
  • Fig. 1 shows a non-inventive support and connection profile 1, with a cross-sectional support and connection profile body 2.
  • the profile has a substantially rectangular shape and has at the respective corners outwardly open grooves 3, in which not shown mounting and / or functional elements, for example via keder fastenable walls, can be attached.
  • a chamber 4 is formed in the interior of the profile body 2 between two grooves 3, which extends in a direction perpendicular to the longitudinal direction of the profile body cross section and having a reinforcing insert 5.
  • the chambers 4 have in the illustrated embodiment an at least substantially rectangular cross-section, wherein the width of the chambers 4, ie the extension between the grooves 3, is greater than the thickness of the chambers. This embodiment allows a particularly high bending strength of the profile. 1
  • the reinforcing insert 5 is preferably by unidirectional fibers, in particular carbon and / or glass, and a surrounding these Matrix 6 formed.
  • the reinforcing insert is fixed in the chamber 4 by the fibers are potted or glued to the matrix in the chamber.
  • Fig. 2 Another variant for fixing the reinforcing insert 5 in the chamber 4 is in Fig. 2 shown. Also shown here is the support and connection profile 1, consisting of the support and connection profile body 2 shown in cross section and the grooves 3 at the corners of the profile body 2.
  • the support and connection profile 1 consisting of the support and connection profile body 2 shown in cross section and the grooves 3 at the corners of the profile body 2.
  • Fig. 1 has the in Fig. 2 Profiled body 2 shown a substantially located in the middle of the profile cross section web 7, which connects the two long sides of the profile body 2 together.
  • the chamber 4 is formed, which receives the reinforcing insert 5.
  • the reinforcing insert 5 is fixed to the web 7 via a rivet connection 8.
  • the bridge can be varied depending on the application. So it is also possible that the bridge connects the two short sides of the profile body or diagonally the corners together.
  • the profile body 2 may have a plurality of webs and the webs in turn a plurality of chambers.
  • the chamber 4 does not have as in the FIGS. 1 and 2 may be formed integrally with the profile body 2, but may be formed from a number of elements, such as in a chamber which is at least partially formed by a wall portion of the profile body and by a separate cover.
  • a non-inventive embodiment of a profile is in Fig. 3 shown, which has a similar structure to that in Fig. 1 Having shown support and connection profile 1.
  • the chambers 4 are each formed on the one hand by a wall portion 9, which is embedded in the profile body 2 in this embodiment, as well as by a cover 10.
  • the reinforcing insert 5 is the reinforcing insert 5, by means of eg pouring, gluing, screws, rivets or is fixed by the cover 10 itself.
  • the cover 10 is connected to the profile body 2 by means of releasable connections 11 such as clamping, latching, snap, - or plug connections.
  • Other variants include chambers with covers on the inner sides of the profile body.
  • cover 10 and the wall portion 9 occlusive cover can also be a bond with the Profile body 2 and / or the reinforcing insert 5 are connected.
  • Fig. 4 and 5 are each embodiments of a support and connection profile 1 according to the invention dargessor, each similar to the embodiment of Fig. 1 both in the vicinity of the top and in the vicinity of the underside of the profile body 2 is provided in each case a closed chamber 4, in which a fiber reinforcement 5 is introduced and bonded.
  • the profile body after the Fig. 4 and 5 are designed so that the profile body after Fig. 5 in the profile body after Fig. 4 can be used.
  • the profile body is suitable for Fig. 5 as a connecting element between two adjoining profile bodies Fig. 4 ,
  • a projection 12 is provided in the corners of the reinforcing insert 5, which has approximately in the corresponding corners of the chambers 4.
  • This projection 12 forms a running in the longitudinal direction of the profile body 2 guide and / or spacer element, which is to ensure that the reinforcing insert 5 is not flat against one of the walls of the closed chamber 4, but that the reinforcing insert 5 - possibly with the exception Guide and / or spacer elements 12 - can be glued flat with the inside of the chamber 4.
  • the reinforcing insert 5 is on all sides of an adhesive film 6 with a layer thickness of enclosed about 0.5 mm. This makes it possible that the profile body 2 emits tensile and compressive forces in the fiber reinforcement at a bending load.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Mechanical Engineering (AREA)
  • Tents Or Canopies (AREA)
  • Standing Axle, Rod, Or Tube Structures Coupled By Welding, Adhesion, Or Deposition (AREA)
EP10153410.5A 2009-02-25 2010-02-12 Stütz- und Verbindungsprofil mit Verstärkungseinlage sowie Verfahren zur Herstellung eines faserverstärkten Metallprofils Active EP2224079B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL10153410T PL2224079T3 (pl) 2009-02-25 2010-02-12 Profil wsporczy i łączący z wkładką wzmacniającą oraz sposób wytwarzania wzmocnionego włóknami profilu metalowego

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202009002696U DE202009002696U1 (de) 2009-02-25 2009-02-25 Stütz- und Verbindungsprofil mit Verstärkungseinlage

Publications (3)

Publication Number Publication Date
EP2224079A2 EP2224079A2 (de) 2010-09-01
EP2224079A3 EP2224079A3 (de) 2016-11-23
EP2224079B1 true EP2224079B1 (de) 2019-05-22

Family

ID=40691189

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10153410.5A Active EP2224079B1 (de) 2009-02-25 2010-02-12 Stütz- und Verbindungsprofil mit Verstärkungseinlage sowie Verfahren zur Herstellung eines faserverstärkten Metallprofils

Country Status (7)

Country Link
US (1) US20100212710A1 (zh)
EP (1) EP2224079B1 (zh)
CN (1) CN101812896B (zh)
DE (2) DE202009002696U1 (zh)
DK (1) DK2224079T3 (zh)
ES (1) ES2739032T3 (zh)
PL (1) PL2224079T3 (zh)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8051868B2 (en) * 2008-03-17 2011-11-08 Johnson Outdoors Inc. Tent rafter end cap and tent incorporating same
IT1401069B1 (it) * 2010-07-29 2013-07-12 Cover Technology S R L Copertura polifunzionale
EP2428353B1 (de) 2010-09-14 2015-12-02 Karl Mayer Textilmaschinenfabrik GmbH Verfahren zum Verstärken eines Metallprofils mit einem faserverstärkten Kunststoff
DE202013103965U1 (de) * 2013-09-03 2015-01-14 SCHÜCO International KG Verbundprofil
JP5959558B2 (ja) * 2014-03-13 2016-08-02 アイシン高丘株式会社 複合構造体及びその製造方法
ES2562721B1 (es) * 2015-11-04 2016-11-07 Engineering Community, S.L. Perfil estructural reforzado, estructura reforzada y método de fabricación del mismo
US9453369B1 (en) * 2016-02-11 2016-09-27 Marhaygue, Llc Lineal retainer porch screening apparatus
CN106545126B (zh) * 2016-12-06 2018-08-31 广东易普自动化技术设备有限公司 铝合金挤出成型屋顶结构
GB201713931D0 (en) * 2017-08-31 2017-10-18 Co2I Ltd Environmental control system
CN112411876A (zh) * 2020-12-09 2021-02-26 北新集团建材股份有限公司 一种建筑梁结构围护系统及其建造方法

Family Cites Families (40)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2581532A (en) * 1946-08-23 1952-01-08 Arne G Hem Ski
US3081579A (en) * 1959-10-22 1963-03-19 Tru Seale Inc Canopy construction
US3008561A (en) * 1960-05-20 1961-11-14 Landgraf Walter David Typewriter spools
US3623203A (en) * 1970-03-24 1971-11-30 Avco Corp Reinforced structural members and method of making same
DE3017336A1 (de) * 1980-05-06 1981-11-12 Paul Dr. 1000 Berlin Mader Auf biegung beanspruchter rohrfoermiger koerper
GB2082235B (en) * 1980-08-20 1984-06-13 Sloman Frederick Llewelyn An elongate structural member
DE3046261C2 (de) * 1980-12-09 1986-03-27 Held, Kurt, 7218 Trossingen Aussteifungskörper für Hohlkammerprofile, insbesondere für Fensterrahmen
DE8111425U1 (de) * 1981-04-15 1982-06-24 Schock & Co Gmbh, 7060 Schorndorf Kunststoffhohlprofilleiste fuer die herstellung von fensterrahmen
DE3528307A1 (de) * 1985-08-07 1987-02-19 Erbsloeh Julius & August Verfahren zur herstellung eines verbundprofilstabes
JPH0777763B2 (ja) * 1986-05-12 1995-08-23 川崎重工業株式会社 繊維で強化した梁形状の構造用部材
JPH0764035B2 (ja) * 1986-09-22 1995-07-12 東洋紡績株式会社 中実若しくは中空状の繊維強化プラスチツク
US5177924A (en) * 1986-12-03 1993-01-12 Stefan Kakuk Lightweight building component
US5079053A (en) * 1990-08-31 1992-01-07 Taiwan Shin Yen Enterprise Co., Ltd. Apparatus for making furniture
US5491951A (en) * 1991-11-06 1996-02-20 Riegelman; Harry M. Composite framing member construction for windows and doors
DE4331816C2 (de) * 1993-09-18 1996-08-01 Koemmerling Kunststoff Blend- und/oder Flügelrahmen mit erhöhtem Wärmedurchgangswiderstand
ATE228917T1 (de) * 1994-03-01 2002-12-15 Victor Stanley Inc Verfahren zum herstellen eines verstärkten bauteils aus kunststoff
US5688426A (en) * 1995-06-07 1997-11-18 The Boeing Company Hybrid metal webbed composite beam
US5556565A (en) * 1995-06-07 1996-09-17 The Boeing Company Method for composite welding using a hybrid metal webbed composite beam
DE19526197A1 (de) * 1995-07-18 1997-01-23 Waco Wackerbauer & Co Dachanordnung mit Planen und einer Mehrzahl die Planen zwischen sich aufnehmender Gitterträger sowie Gitterträger für eine derartige Dachanordnung
US6341467B1 (en) * 1996-05-10 2002-01-29 Henkel Corporation Internal reinforcement for hollow structural elements
US5921051A (en) * 1996-10-10 1999-07-13 Bay Mills Limited Screen bar corner reinforcement, a screen frame including such a reinforcement and methods of manufacturing these products
US6345638B1 (en) * 1999-02-15 2002-02-12 Tentnology Ltd. Multiple peak cable tent
DE29922559U1 (de) 1999-12-22 2000-03-02 Thüringer Bauholding GmbH, 63654 Büdingen Zeltgerüst
DE19962964A1 (de) * 1999-12-24 2001-07-05 Wilfried Ensinger Voll- oder Hohlkammerkunststoffprofile
US6482486B1 (en) * 2000-03-14 2002-11-19 L&L Products Heat activated reinforcing sleeve
US7128214B2 (en) * 2001-12-18 2006-10-31 Sonoco Development, Inc. Reinforced packaging support post assembly
DE10208975B4 (de) * 2002-02-28 2008-10-30 Hapa Ag Kunststofffenster oder -tür
US7097794B2 (en) * 2002-04-15 2006-08-29 Dow Global Technologies, Inc. Vehicular structural members and method of making the members
DE20304468U1 (de) * 2003-03-20 2003-06-12 Roplasto Fensterprofile GmbH, 51469 Bergisch Gladbach Hohlprofil
US7634891B2 (en) * 2004-09-09 2009-12-22 Kazak Composites, Inc. Hybrid beam and stanchion incorporating hybrid beam
DE102005005729A1 (de) * 2005-02-09 2006-08-10 Schütze GmbH & Co. KG Nachträgliches Verstärken von Rohren bzw. von rohrförmigen Kanälen in Profilen durch Faserverbundwerkstoffe
US20060237588A1 (en) * 2005-03-31 2006-10-26 The Boeing Company Composite structural member having an undulating web and method for forming the same
US20060283133A1 (en) * 2005-06-17 2006-12-21 The Boeing Company Composite reinforcement of metallic structural elements
US9359061B2 (en) * 2005-10-31 2016-06-07 The Boeing Company Compliant stiffener for aircraft fuselage
US7736721B2 (en) * 2006-08-10 2010-06-15 International Automotive Components Group North America, Inc. Hollow structural member with reinforced bulwark and process for producing same
CN201028265Y (zh) * 2007-03-26 2008-02-27 徐凌秀 一种增强的木塑复合型材
CN201103266Y (zh) * 2007-09-18 2008-08-20 罗家炜 一种布篷装置
WO2009059361A1 (en) * 2007-11-07 2009-05-14 Loc Composites Pty Ltd A structural element
US20100047489A1 (en) * 2008-08-21 2010-02-25 Super Beam Super beam
US8230652B2 (en) * 2009-01-30 2012-07-31 Plastpro 2000, Inc. Reinforced mull post assembly

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
CN101812896B (zh) 2013-03-20
CN101812896A (zh) 2010-08-25
DK2224079T3 (da) 2019-08-12
PL2224079T3 (pl) 2019-10-31
EP2224079A2 (de) 2010-09-01
DE202009002696U1 (de) 2009-05-28
ES2739032T3 (es) 2020-01-28
DE202010018166U1 (de) 2014-06-05
EP2224079A3 (de) 2016-11-23
US20100212710A1 (en) 2010-08-26

Similar Documents

Publication Publication Date Title
EP2224079B1 (de) Stütz- und Verbindungsprofil mit Verstärkungseinlage sowie Verfahren zur Herstellung eines faserverstärkten Metallprofils
EP3271242B1 (de) Montageeinrichtung
EP3004490B1 (de) Anordnung und verfahren zur verstärkung von tragstrukturen
EP1155204B1 (de) Stütz- und verbindungsprofil
DE102012109950A1 (de) Verbundsystem zur Verstärkung von Bauteilen
EP1482101B1 (de) Wandbauelement, Verfahren zur Herstellung eines Wandbauelements und ein Verbindungsmittel für ein Wandbauelement
EP0892118A1 (de) Bauelement zur Wärmedämmung
EP1043472B1 (de) Verstärkungselement für aus Kunststoff gefertigte Hohlkammern aufweisende Rahmenprofile
DE2539806A1 (de) Bauelement
DE102014218413A1 (de) Fahrzeugkopf zur Befestigung an der Stirnseite eines spurgebundenen Fahrzeuges, insbesondere eines Schienenfahrzeuges
EP1703036A1 (de) Bauelement zur Schub- bzw. Durchstanzbewehrung
EP2895371B1 (de) Passagierschienenfahrzeug
DE202011109454U1 (de) Abstandshalter für thermisch gedämmte Dachkonstruktionen
DE10032056B4 (de) Wand für Fertighaussysteme, sowie Verfahren zur Montage von Wänden
EP0662178A1 (de) Modul für eine lärmschutzwand sowie aus modulen aufgebaute lärmschutzwand
WO2017050539A1 (de) Flächiges fahrkorbelement für eine aufzugsanlage
EP3179014A1 (de) Fachwerkdachbinder mit eckteil und eine diesen verwendende dachanordnung
EP1767715A2 (de) Glasbausteinwand
DE10155820A1 (de) Wagenkasten für Fahrzeuge und Verfahren zu dessen Herstellung
DE29911147U1 (de) Verstärkungselement für aus Kunststoff gefertigte, Hohlkammern aufweisende Rahmenprofile
DE102010038007B4 (de) Portabler Luftfahrzeug- und Hubschrauber-Hangar aus vorgefertigten Elementen aus Verbundwerkstoffen
DE19801305A1 (de) Bewehrungsanordnung für Mauerwerk
AT14520U1 (de) Metallprofil zur Erstellung demontierbarer Bauwerke und demontierbares Bauwerk
EP4194613A1 (de) Baueinheit zur herstellung eines betonfundaments, verwendung und verfahren
DE2033457A1 (de) Außenwandkonstruktion fur ein Fertigteilgebaude

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: ROEDER HTS HOECKER GMBH

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR

RIC1 Information provided on ipc code assigned before grant

Ipc: E04C 3/29 20060101ALI20161019BHEP

Ipc: B21C 23/14 20060101ALI20161019BHEP

Ipc: E04H 15/40 20060101AFI20161019BHEP

Ipc: E04C 3/40 20060101ALI20161019BHEP

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20170209

RBV Designated contracting states (corrected)

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR

RAX Requested extension states of the european patent have changed

Extension state: RS

Payment date: 20170209

Extension state: BA

Payment date: 20170209

Extension state: AL

Payment date: 20170209

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20180419

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20190111

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR

AX Request for extension of the european patent

Extension state: AL BA RS

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502010016007

Country of ref document: DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1136295

Country of ref document: AT

Kind code of ref document: T

Effective date: 20190615

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20190808

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20190522

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190522

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190522

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190922

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190822

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190522

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190823

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2739032

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20200128

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190522

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190522

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190522

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502010016007

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190522

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190522

26N No opposition filed

Effective date: 20200225

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190522

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200212

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190522

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200212

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190522

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190522

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190522

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190922

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20230220

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: RO

Payment date: 20230203

Year of fee payment: 14

Ref country code: NO

Payment date: 20230217

Year of fee payment: 14

Ref country code: FR

Payment date: 20230217

Year of fee payment: 14

Ref country code: FI

Payment date: 20230222

Year of fee payment: 14

Ref country code: ES

Payment date: 20230317

Year of fee payment: 14

Ref country code: DK

Payment date: 20230220

Year of fee payment: 14

Ref country code: CH

Payment date: 20230307

Year of fee payment: 14

Ref country code: AT

Payment date: 20230215

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20230220

Year of fee payment: 14

Ref country code: PL

Payment date: 20230130

Year of fee payment: 14

Ref country code: IT

Payment date: 20230228

Year of fee payment: 14

Ref country code: GB

Payment date: 20230221

Year of fee payment: 14

Ref country code: DE

Payment date: 20230228

Year of fee payment: 14

Ref country code: BE

Payment date: 20230220

Year of fee payment: 14

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230525

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Effective date: 20240229

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20240301

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20240212

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 1136295

Country of ref document: AT

Kind code of ref document: T

Effective date: 20240212