EP1338716A1 - Profilé creux allongé pour suspendre des objets - Google Patents
Profilé creux allongé pour suspendre des objets Download PDFInfo
- Publication number
- EP1338716A1 EP1338716A1 EP03405075A EP03405075A EP1338716A1 EP 1338716 A1 EP1338716 A1 EP 1338716A1 EP 03405075 A EP03405075 A EP 03405075A EP 03405075 A EP03405075 A EP 03405075A EP 1338716 A1 EP1338716 A1 EP 1338716A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- hollow profile
- longitudinal
- side walls
- profile according
- longitudinal direction
- 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.)
- Withdrawn
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
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
- E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
-
- 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
- E04C2003/0408—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 assembly or the cross-section
- E04C2003/0421—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 assembly or the cross-section comprising one single unitary part
-
- 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
- E04C2003/043—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 hollow cross-section comprising at least one enclosed cavity
-
- 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 an elongated hollow profile for fastening objects with two, in Longitudinal parallel to each other, side walls and two, perpendicular to the Sidewalls extending in the longitudinal direction and one each perpendicular to the longitudinal direction extending width and a wall thickness, bottom parts, the side walls and the bottom parts form a substantially rectangular cross section.
- Elongated hollow profiles of the type mentioned above are used, for example, for fastening Loads that can be attached to the hollow profile using threaded rods, for example. Further hollow profiles of the type mentioned above also serve, for example, to stiffen a floor or a wall.
- Hollow profiles with an essentially rectangular cross section are generally known two, in the longitudinal direction parallel to each other, side walls and two perpendicular floor parts running in the longitudinal direction to the side walls.
- Sidewalls or / and Bottom parts have depressions and / or recesses for fixing objects or another profile, in particular a hollow profile.
- these are for example made of one or more sheet metal parts manufactured.
- a disadvantage of the known hollow profiles is that they have insufficient torsional rigidity have and thereby the application of the same is restricted.
- the present invention has for its object an economically producible hollow profile with a substantially rectangular cross-section to create a high Torsional rigidity and a low weight.
- the object is achieved in that the hollow profile has at least one, the level of at least one base part, with a height projecting beyond a side wall, Has longitudinal web.
- the longitudinal web for a hollow profile Part to be attached can be used as a stop.
- the longitudinal web preferably has one constant height extending perpendicular to the side wall to a simple and to ensure optimal positioning of a part to be fastened.
- the order of or longitudinal webs in the plane of the bottom part ensures a flat contact or both floor parts with the one or more longitudinal webs on a flat surface, for example a side wall of a further hollow profile according to the invention.
- the longitudinal web is preferably formed by a material fold that leads to the interior of the Hollow profile is open to ensure an economical production of the hollow profile.
- a sheet with a wall thickness is advantageously used to produce the hollow profile used, which corresponds to the wall thickness of the bottom part.
- the material folding is for example formed from a single fold or multiple folds of the sheet metal part.
- both bottom parts each have at least one longitudinal web, which are opposite each other.
- the two corresponding longitudinal bars ensure guidance for one or more others Hollow profiles, for example, by means of one or more fastening elements are connectable.
- the mutually opposite longitudinal webs advantageously run at a distance in the longitudinal direction parallel to one another, the distance preferably being approximately the width of a Bottom part corresponds to twice the height of one of the longitudinal webs to ensure precise guidance for one or more hollow profiles according to the invention to be connected with a base part to offer two longitudinal webs lying in the plane of the base part. If the one to be attached Hollow profile has only one longitudinal web lying in the plane of a base part also the distance between the opposing longitudinal webs of the extension of the Hollow profile in the plane of the corresponding base part perpendicular to the longitudinal direction. In order to precise guidance is ensured.
- first hollow profile for creating assembly systems have been designed in this way Management of hollow profiles to be connected as advantageous.
- distance between opposing longitudinal webs provides high torsional rigidity the connection or connections securely as the adjacent longitudinal webs twist prevent the two hollow profiles against each other.
- the thickness of the longitudinal webs preferably corresponds to approximately 2 to 6 times the wall thickness of the floor parts by a torsional stiffness corresponding to the load values of the hollow profile to ensure. Such a dimensioning of the thickness of the longitudinal webs also sets optimal ratio between the dead weight of the hollow profile and the torsional rigidity for sure.
- the bottom part or parts have several recesses, for example a simple and economical way of fastening another part, guaranteed for example another hollow profile.
- Fastening options instead of through holes, such as welded Threaded rods or eyelets, conceivable.
- the side walls preferably each have a plurality of recesses.
- At least one side wall advantageously has one that extends in the longitudinal direction Beading around a guide that is independent of the longitudinal web, for example for a C-shaped one Ensure mounting rail.
- At least one base part has one in the longitudinal direction extending bead.
- the hollow profile is made of, for example or several sheet metal parts with an essentially constant wall thickness w.
- the hollow profile has in each case in the plane 3 of the two base parts 2 on both longitudinal edges 4 each extending in the longitudinal direction L and perpendicular to the side wall 2 and the corresponding side wall 2 protruding longitudinal web 5 by a height c with a thickness d, as can be seen in particular from FIG. 2.
- the sheet metal part is folded once in the area of the longitudinal webs 5, so that it becomes one interior space 6 formed by the side walls 1 and base parts 2 is open.
- This material fold has a thickness d which is approximately 3 times the wall thickness w Bottom parts 2 or the wall thickness w of the sheet metal part corresponds.
- the two run the Longitudinal web 5 forming outer walls 5a, 5b parallel to one another and parallel to the corresponding one Bottom part 2.
- the base parts 2 and the side walls 1 several recesses, in particular through holes 7, which are evenly the entire length of the hollow profile are arranged one behind the other. Furthermore, both the side walls 1 as well as the base parts 2 are each approximately centered in the longitudinal direction L. running bead 8 with a depth t and a height d. The depth t corresponds approximately to that Wall thickness w of the base parts 2 and the extension hs of the beads 8 about 0.5 times the width b of the base part 2.
- the height h of the cross section of the hollow profile corresponds to approximately 1.2 times the width b of the cross section. Furthermore, the width b of the cross section can be approximately six times the height c correspond to the longitudinal webs 5. The distance a between two opposite one another Longitudinal webs 5 correspond to the entire width b + c + c of the cross section of the hollow profile.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Body Structure For Vehicles (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10207625A DE10207625A1 (de) | 2002-02-22 | 2002-02-22 | Längliches Hohlprofil zum Abhängen von Gegenständen |
DE10207625 | 2002-02-22 |
Publications (1)
Publication Number | Publication Date |
---|---|
EP1338716A1 true EP1338716A1 (fr) | 2003-08-27 |
Family
ID=27635248
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP03405075A Withdrawn EP1338716A1 (fr) | 2002-02-22 | 2003-02-11 | Profilé creux allongé pour suspendre des objets |
Country Status (4)
Country | Link |
---|---|
US (1) | US20030159397A1 (fr) |
EP (1) | EP1338716A1 (fr) |
CA (1) | CA2416743A1 (fr) |
DE (1) | DE10207625A1 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1640524A2 (fr) | 2004-09-23 | 2006-03-29 | Sikla GmbH & Co. KG | Kit de construction pour réaliser une structure de support, en particulier pour tubes |
RU211544U1 (ru) * | 2022-03-21 | 2022-06-14 | Игорь Викторович Прохоров | Профиль |
Families Citing this family (23)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10322755A1 (de) * | 2003-05-19 | 2005-01-05 | Hilti Ag | Hohlprofil |
DE10337680A1 (de) * | 2003-08-16 | 2005-03-17 | Hilti Ag | Hohlprofil zum Befestigen von Gegenständen |
US20050241261A1 (en) * | 2004-04-29 | 2005-11-03 | Federico Martinez-Cepeda | Grooved stiffened beam |
DE102006000228B4 (de) * | 2006-05-15 | 2014-06-05 | Hilti Aktiengesellschaft | Anbindevorrichtung zur Anbindung eines Anbindeteils an einem Profilträger |
DE102007000296A1 (de) * | 2007-05-30 | 2008-12-04 | Hilti Aktiengesellschaft | Profilschiene |
NL2001367C2 (nl) * | 2008-03-12 | 2009-09-15 | Havecon Kassenbouw B V | Kolomprofiel en werkwijze voor het vervaardigen daarvan. |
US9097000B2 (en) | 2008-10-03 | 2015-08-04 | Thomas M. Espinosa | Hold down system using hollow bearing members |
EP2352887B1 (fr) * | 2008-11-18 | 2013-12-18 | Zürcher Hochschule für Angewandte Wissenschaften ZHAW | Elements de construction pour batiments |
US10619791B2 (en) * | 2013-03-14 | 2020-04-14 | Eaton Intelligent Power Limited | Channel framing with additional functional side |
CA2875556C (fr) | 2013-12-23 | 2022-07-12 | Cooper Technologies Company | Ecrou de fixation pour armature de profile |
CA2889176C (fr) | 2014-04-30 | 2022-08-16 | Cooper Technologies Company | Systeme de support a trapeze comportant une fixation de support a trapeze |
CA2890064C (fr) | 2014-04-30 | 2022-08-16 | Cooper Technologies Company | Systeme de support a trapeze comprenant un raccord a blocage par pivotement |
CA2889880C (fr) | 2014-05-02 | 2022-05-31 | Cooper Technologies Company | Pince de conduit pour canal de jambe de force |
CA2889168C (fr) | 2014-05-02 | 2022-09-20 | Cooper Technologies Company | Mecanisme de jambe de force et raccord de jambe de force associe |
CA2857149C (fr) * | 2014-07-21 | 2021-02-16 | Mike Svenson | Montant de porte pliante |
US9926957B2 (en) | 2014-11-14 | 2018-03-27 | Cooper Technologies Company | Fitting for strut channel |
US9982695B2 (en) | 2014-11-14 | 2018-05-29 | Cooper Technologies Company | Fitting for strut channel |
US10100861B2 (en) | 2014-11-14 | 2018-10-16 | Cooper Technologies Company | Beam clamp for strut channel |
US9347213B1 (en) | 2014-11-14 | 2016-05-24 | Cooper Technologies Company | Fitting for channel framing |
US9484728B1 (en) * | 2015-06-16 | 2016-11-01 | Cooper Technologies Company | Joiner for channel raceway assembly |
CN108131553A (zh) * | 2018-01-15 | 2018-06-08 | 江门市蓬江区欧罗富五金橡胶制品有限公司 | 负重梁 |
WO2019173714A1 (fr) | 2018-03-09 | 2019-09-12 | Cetres Holdings, Llc | Paroi à support de montant renforcé |
USD873441S1 (en) * | 2018-04-25 | 2020-01-21 | Jiangmen Eurofix Metal And Rubber Products Co., Ltd. | Extrusion for a building structure |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3224154A (en) * | 1959-12-28 | 1965-12-21 | Andrew J Toti | Structural assembly construction |
FR2258502A1 (en) * | 1974-01-17 | 1975-08-18 | Buellet Henri | Reinforcement girder for a building - has a four conered C-shaped cross-section locking adjacent girders |
GB2235712A (en) * | 1989-09-05 | 1991-03-13 | Metsec Plc | Structural beams |
EP0906737A1 (fr) * | 1997-10-02 | 1999-04-07 | META-Regalbau GmbH & Co. KG | Profilé en acier |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US742549A (en) * | 1903-08-04 | 1903-10-27 | Edmund Zeh | Metal column, girder, or structure. |
US799320A (en) * | 1904-02-09 | 1905-09-12 | Orrin G Franks | Metal column, girder, and beam. |
US1241281A (en) * | 1916-07-19 | 1917-09-25 | Franklin Reiss | Toy building element. |
US1360774A (en) * | 1920-01-14 | 1920-11-30 | Mooney Dermot Joseph | Metal construction |
US1960961A (en) * | 1932-04-01 | 1934-05-29 | Charles W Thomas | Metal construction section |
US3332197A (en) * | 1964-06-30 | 1967-07-25 | James L Hinkle | Interlocked structural assemblies and stiffeners therefor |
US5858512A (en) * | 1995-06-01 | 1999-01-12 | Fort James France | Air-laid web formed from a finishing process and web obtained thereby |
-
2002
- 2002-02-22 DE DE10207625A patent/DE10207625A1/de not_active Withdrawn
-
2003
- 2003-01-20 CA CA002416743A patent/CA2416743A1/fr not_active Abandoned
- 2003-02-11 EP EP03405075A patent/EP1338716A1/fr not_active Withdrawn
- 2003-02-20 US US10/369,893 patent/US20030159397A1/en not_active Abandoned
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3224154A (en) * | 1959-12-28 | 1965-12-21 | Andrew J Toti | Structural assembly construction |
FR2258502A1 (en) * | 1974-01-17 | 1975-08-18 | Buellet Henri | Reinforcement girder for a building - has a four conered C-shaped cross-section locking adjacent girders |
GB2235712A (en) * | 1989-09-05 | 1991-03-13 | Metsec Plc | Structural beams |
EP0906737A1 (fr) * | 1997-10-02 | 1999-04-07 | META-Regalbau GmbH & Co. KG | Profilé en acier |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1640524A2 (fr) | 2004-09-23 | 2006-03-29 | Sikla GmbH & Co. KG | Kit de construction pour réaliser une structure de support, en particulier pour tubes |
EP1640524A3 (fr) * | 2004-09-23 | 2007-07-25 | Sikla GmbH & Co. KG | Kit de construction pour réaliser une structure de support, en particulier pour tubes |
RU211544U1 (ru) * | 2022-03-21 | 2022-06-14 | Игорь Викторович Прохоров | Профиль |
RU2781837C1 (ru) * | 2022-03-21 | 2022-10-18 | Игорь Викторович Прохоров | Узел крепления монтажной системы с применением профиля и монтажная система, в которой использован такой узел |
RU2781836C1 (ru) * | 2022-03-21 | 2022-10-18 | Игорь Викторович Прохоров | Узел крепления монтажной системы с применением профиля и монтажная система, в которой использован такой узел |
Also Published As
Publication number | Publication date |
---|---|
CA2416743A1 (fr) | 2003-08-22 |
US20030159397A1 (en) | 2003-08-28 |
DE10207625A1 (de) | 2003-09-04 |
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Legal Events
Date | Code | Title | Description |
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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 |
Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL LT LV MK RO |
|
AKX | Designation fees paid | ||
REG | Reference to a national code |
Ref country code: DE Ref legal event code: 8566 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
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18D | Application deemed to be withdrawn |
Effective date: 20030228 |