EP2011760B1 - Kranbahntragsystem aus Stahl für hohe Beanspruchungen - Google Patents

Kranbahntragsystem aus Stahl für hohe Beanspruchungen Download PDF

Info

Publication number: EP2011760B1
Authority: EP; European Patent Office
Prior art keywords: web plate; crane; crane runway; supporting system; support system
Prior art date: 2007-07-02
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.): Not-in-force

Application number

EP08075506A

Other languages

German (de)

English (en)

French (fr)

Other versions

EP2011760A2 (de

EP2011760A3 (de

Inventor

Cornelius Dittmann

Ole Josat

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.)

Vallourec Deutschland GmbH

Original Assignee

V&M Deutschland 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.)

2007-07-02

Filing date

2008-05-16

Publication date

2012-04-11

Family has litigation

First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=39790862&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP2011760(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.

2008-05-16 Application filed by V&M Deutschland GmbH filed Critical V&M Deutschland GmbH

2009-01-07 Publication of EP2011760A2 publication Critical patent/EP2011760A2/de

2011-03-09 Publication of EP2011760A3 publication Critical patent/EP2011760A3/de

2012-04-11 Application granted granted Critical

2012-04-11 Publication of EP2011760B1 publication Critical patent/EP2011760B1/de

Status Not-in-force legal-status Critical Current

2028-05-16 Anticipated expiration legal-status Critical

Links

229910000831 Steel Inorganic materials 0.000 title claims abstract description 4
239000010959 steel Substances 0.000 title claims abstract description 4
239000004020 conductor Substances 0.000 claims description 2
238000010276 construction Methods 0.000 description 6
238000005452 bending Methods 0.000 description 4
238000013461 design Methods 0.000 description 3
239000000243 solution Substances 0.000 description 3
239000003351 stiffener Substances 0.000 description 3
238000004519 manufacturing process Methods 0.000 description 2
230000001419 dependent effect Effects 0.000 description 1
238000011161 development Methods 0.000 description 1
230000018109 developmental process Effects 0.000 description 1
238000006073 displacement reaction Methods 0.000 description 1
230000010354 integration Effects 0.000 description 1
238000005259 measurement Methods 0.000 description 1
239000002184 metal Substances 0.000 description 1
229920001084 poly(chloroprene) Polymers 0.000 description 1
230000008092 positive effect Effects 0.000 description 1
239000007787 solid Substances 0.000 description 1
238000012360 testing method Methods 0.000 description 1
238000012549 training Methods 0.000 description 1

Images

Classifications

- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C7/00—Runways, tracks or trackways for trolleys or cranes
- B66C7/08—Constructional features of runway rails or rail mountings

Definitions

the invention relates to a crane track supporting system made of steel for high loads according to claim 1.
Low-load-bearing crane runways with a column distance of up to 7 m are normally produced with open rolled sections (1-section HE-A, HE-B, IP-B, IP-E). By default, these profiles are up to a height of max. 1000 mm and a flange width of max. 300 mm produced.
the rolled section must be reinforced or replaced by two wide-flanged T-profiles with centrally welded sheet metal web to prevent lateral deflection and also remove the sometimes considerable lateral forces.
the 1-section is reinforced by a U-profile welded to the flange or by welded-on angle profiles at the flange ends. For strong lateral forces and large spans, a horizontal joint is arranged.
the open profile does not represent an optimal cross-section for the stated stresses. Due to the skewing forces that are caused by the crane travel, there are considerable horizontal stresses.
a crane track carrying system for heavy loads is z. B. from the DE 24 55 968 known.
the upper chord is here designed as a box girder, the center of the crane rail carrying horizontal and longitudinally extending support part is supported on both sides of the outer edge and welded to two leading down to the main bridge extending in the longitudinal direction carrier parts, wherein the box girder is welded to the executed in solid wall construction overall support ,
a device according to the preamble of claim 1 is made FR 1 183 879 (A1) known.
the invention has for its object to provide a crane track support system for high loads and spans above 7 m, preferably above 10 m, which is inexpensive to manufacture and with little manufacturing effort.
a crane runway support system is used to solve this task, are formed in the top chord, web plate and bottom chord as an integrated support system, the top chord consists of two longitudinally juxtaposed tubular bodies, between which with the longitudinal direction in a fixed grid arranged spaced transverse webs provided web plate and is firmly connected, wherein the upper end of the web plate maximally extends to the upper edge of the tubular body.
the core of the crane runway support system is the planar construction of a crane runner for the higher and highly stressed use of a combination of standard elements, such as pipes, sheets and hollow sections, in which the construction forms a load-optimized support system by integration of these individual components.
This concept is illustratively comparable with the self-supporting car body, for example, in which each component assumes a supporting partial function of the whole.
the crane runway support system consists of two rectangular or square hollow sections, between which the web plate is attached.
the crane track rail is placed centrally, so that the loads on the hollow sections are advantageously also introduced centrally into the web plate.
the web plate must be positioned so that the upper end does not protrude beyond the outer contour of the tubular body, so that the crane rail can be easily mounted on the two tubular bodies.
the crane rail can be clamped for example on a Neoprene underlay or simply welded.
the crane runway support system advantageously ends with a cylindrical tube, or a rectangular or square hollow profile as a bottom chord.
the advantage of the tube is that it can not become unstable under torsional stress.
the web plate is reinforced in the specified grid in the longitudinal direction by Beulsteifen or bulkhead plates. These serve to transmit the Völbkrafttorsion on the circular or rectangular hollow profile of the lower flange and for stiffening of the web.
the construction according to the invention represents a completely new and economical solution for medium and heavy crane construction, which meets the high load requirements according to current standards.
the crane runway support system according to the invention consistently has a greater torsional moment of resistance.
great advantage is also the very good torsional rigidity of the partial cross-sections, which are far less sensitive to unwanted but frequently occurring lateral rail displacement or rail position than known cross-sections.
Characteristic is also the torsionally rigid training of the upper and lower belt.
the structural design of the cross section counteracts the belt bending in the transverse direction from the Radlasteintragung.
the figure shows an inventive crane track carrying system for high loads and spans above 7 m.
the crane runway support system consists in the pressure area of an upper flange 1, the two in longitudinal extension juxtaposed tubular body 2, 2 'has.
the tubular body 2, 2 ' consist of square hollow sections, between which a web plate 3 is positioned so that the upper end does not project beyond the outer contour of the tubular body 2, 2'.
a circular tube is arranged at the lower end of the web plate 3 as lower flange 4, which advantageously can not become unstable under torsional stress.
the web plate 3 is provided in the longitudinal direction in a fixed grid with transverse stiffeners 5, which serve to transmit the Wölbkrafttorsion on the lower flange 4.
bus bars 8 are attached to the transverse stiffeners 5.

Landscapes

Engineering & Computer Science (AREA)
Mechanical Engineering (AREA)
Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
Jib Cranes (AREA)
Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)
Rod-Shaped Construction Members (AREA)

EP08075506A 2007-07-02 2008-05-16 Kranbahntragsystem aus Stahl für hohe Beanspruchungen Not-in-force EP2011760B1 (de)

Applications Claiming Priority (1)

Application Number	Priority Date	Filing Date	Title
DE102007031142A DE102007031142A1 (de)	2007-07-02	2007-07-02	Kranbahntragsystem aus Stahl für hohe Beanspruchungen

Publications (3)

Publication Number	Publication Date
EP2011760A2 EP2011760A2 (de)	2009-01-07
EP2011760A3 EP2011760A3 (de)	2011-03-09
EP2011760B1 true EP2011760B1 (de)	2012-04-11

Family

ID=39790862

Family Applications (1)

Application Number	Title	Priority Date	Filing Date
EP08075506A Not-in-force EP2011760B1 (de)	2007-07-02	2008-05-16	Kranbahntragsystem aus Stahl für hohe Beanspruchungen

Country Status (4)

Country	Link
EP (1)	EP2011760B1 (pt)
AT (1)	ATE553057T1 (pt)
BR (1)	BRPI0801351B1 (pt)
DE (1)	DE102007031142A1 (pt)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE102009039710B4 (de)	2009-08-28	2014-03-20	V&M Deutschland Gmbh	Verfahren zur Herstellung warmgewalzter Hohlprofile mit kleinen Kantenradien, Hohlprofil und Verwendung des Hohlprofils
RU2583495C2 (ru) *	2014-03-11	2016-05-10	Федеральное государственное бюджетное образовательное учреждение высшего образования "Пензенский государственный университет архитектуры и строительства"	Способ гарантирования достаточного технического ресурса подкрановой балки

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
FR1183879A (fr) *	1957-10-04	1959-07-15	Ferrand & Frantz	Perfectionnements apportés aux ponts-roulants
JPS49110458U (pt) *	1973-01-19	1974-09-20
DE2455968C3 (de)	1974-11-27	1981-07-16	M.A.N. Maschinenfabrik Augsburg-Nürnberg AG, 8500 Nürnberg	Obergurtteil unter der Kranschiene eines Kranbrückenträgers oder Kranbahnträgers
DE3329328C2 (de) *	1983-08-13	1985-09-12	R. Stahl Fördertechnik GmbH, 7000 Stuttgart	Tragschienenanordnung für Hängebahnen, Krane oder dergl.
DD266556A1 (de) *	1987-12-22	1989-04-05	Metalleichtbaukombinat Forschu	Kranbahntraeger in verbundbauweise
US5403986A (en) *	1990-09-28	1995-04-04	Tube Technology Pty. Ltd.	Structural member and method of making by cold rolling followed by induction or resistance welding
DE4109052A1 (de) *	1991-03-15	1992-09-17	Saalfelder Hebezeugbau Gmbh	Leichtbauprofil
DE102004008571B4 (de) *	2004-02-19	2012-09-06	Paul Vahle Gmbh & Co. Kg	Tragschienenprofil mit integriertem Schlitzhohlleiter zur Datenübertragung

2007
- 2007-07-02 DE DE102007031142A patent/DE102007031142A1/de not_active Withdrawn
2008
- 2008-05-08 BR BRPI0801351-9A patent/BRPI0801351B1/pt not_active IP Right Cessation
- 2008-05-16 EP EP08075506A patent/EP2011760B1/de not_active Not-in-force
- 2008-05-16 AT AT08075506T patent/ATE553057T1/de active

Also Published As

Publication number	Publication date
EP2011760A2 (de)	2009-01-07
EP2011760A3 (de)	2011-03-09
BRPI0801351B1 (pt)	2020-10-13
DE102007031142A1 (de)	2009-01-15
ATE553057T1 (de)	2012-04-15
BRPI0801351A2 (pt)	2009-08-04
BRPI0801351A8 (pt)	2017-02-21

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