EP1807338A1 - Systeme de securite pour grues en cas de tempete - Google Patents

Systeme de securite pour grues en cas de tempete

Info

Publication number
EP1807338A1
EP1807338A1 EP06706735A EP06706735A EP1807338A1 EP 1807338 A1 EP1807338 A1 EP 1807338A1 EP 06706735 A EP06706735 A EP 06706735A EP 06706735 A EP06706735 A EP 06706735A EP 1807338 A1 EP1807338 A1 EP 1807338A1
Authority
EP
European Patent Office
Prior art keywords
cranes
crane
coupling
storm protection
protection according
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP06706735A
Other languages
German (de)
English (en)
Other versions
EP1807338B1 (fr
Inventor
Hermann Franzen
Jannis Moutsokapas
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.)
Demag Cranes and Components GmbH
Original Assignee
Gottwald Port Technology 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 Gottwald Port Technology GmbH filed Critical Gottwald Port Technology GmbH
Publication of EP1807338A1 publication Critical patent/EP1807338A1/fr
Application granted granted Critical
Publication of EP1807338B1 publication Critical patent/EP1807338B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C9/00—Travelling gear incorporated in or fitted to trolleys or cranes
    • B66C9/18—Travelling gear incorporated in or fitted to trolleys or cranes with means for locking trolleys or cranes to runways or tracks to prevent inadvertent movements
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C15/00—Safety gear

Definitions

  • the invention relates to a storm protection for at least two cranes movable in the open on a common crane track on bogies, in particular rail-mounted gantry cranes with holding devices acting on or in the area of the crane runway for preventing the aborting and lifting of the cranes when certain wind speeds are exceeded, at least two adjacent ones Cranes in the area of the chassis can be coupled together.
  • German Patent Application DE 199 13 980 A1 already discloses a crane connection for at least two high cranes in port facilities.
  • This crane connection comprises at least one coupling piece on each crane, via which the cranes can be connected to one another in order to achieve high stability against tipping over in the wind.
  • This type of crane connection should have the advantage of saving central ballasts and guy ropes on the cranes.
  • the cranes are designed as gantry cranes, which are movable on bills on bills.
  • the Coupling pieces are designed as bolt connections with corresponding lugs arranged on the cranes.
  • the coupling pieces are automatically connected to each other.
  • the installation locations for the coupling pieces are indicated below in the area of the landing gear on the portal and / or on the top of the crane.
  • the object of the present invention is to improve a storm protection for cranes, especially for rail-mounted and braked gantry cranes, so that for a set because of high wind speeds out of service crane higher security against abortion and take-off by the wind is achieved.
  • At least two adjacent cranes In the field of trolleys are coupled with each other, an improved storm protection achieved in that above the coupling to the at least two adjacent cranks abutting elements are arranged, which abut each other in the coupled state of at least two adjacent cranes.
  • the cranes coupled to one another abut each other above the coupling via abutment elements.
  • the upper abutment elements which are provided exclusively for the transmission of compressive forces
  • the lower mechanical coupling optimal storm protection of the cranes is achieved, since the wind forces acting on the cranes are passed over the abutment elements in both cranes, especially in their portals , and thus be collected and supported by the chassis of both cranes. It is then important that a simultaneous drifting of the cranes in the area of the chassis is counteracted by the simultaneous mechanical locking in the chassis.
  • An optimization of the storm protection, in particular the management of wind forces in the trolleys, is achieved in that the abutment elements in the upper region of each crane, with gantry cranes preferably in the region of the upper bridge girders, are arranged.
  • the abutment elements are formed in a buffer-like manner with end faces which rest against one another in the mutually coupled state of the at least two adjacent cranes for receiving and passing on compressive forces.
  • According to the invention are as brakes rail brakes or other known aids such as drag shoes, mechanical interlocks, Schienenzan- gene or the like used with which so far individual cranes were secured on the crane track or on the rail.
  • a coupling member is provided for coupling the at least two immediately adjacent to each other, preferably on impact, driven, with which the adjacent cranes are positively connected.
  • at least two of the adjacent, movable on the common crane track cranes are driven so close to each other or on impact against each other that both cranes can be positively connected to a coupling member.
  • This coupling member as soon as the danger of storms is over, can be easily removed again, but connects the two or, if appropriate, with further coupling members, several adjacent cranes as storm protection with one another. The cranes then also have contact in the area of the impact elements.
  • each coupling link connects two coupling pieces with each other, which are fastened to accommodate acting tensile and compressive forces between the adjacent cranes each in the area of the chassis on each crane.
  • the coupling through the tension and compression connection is thus provided in a favorable manner near the ground, where in the chassis area a particularly effective coupling of the cranes is achieved.
  • the coupling pieces are identical, so that a production is simplified and the coupling of the cranes is facilitated because the coupling pieces always match each other.
  • each coupling piece is substantially horizontally and parallel to the crane track so cantilever mounted on the chassis of each crane that can be positively releasably connect to each other opposite free ends of the two coupling pieces.
  • the coupling member is designed double-T-shaped, wherein the web is inserted into recesses in the opposite end faces of the coupling pieces so that the inner sides of the flanges of the coupling member engage corresponding contact surfaces on the wall-like coupling pieces behind.
  • Such trained coupling links are very easy to handle, are easy to insert and just as easy to remove again.
  • FIG. 1 shows a perspective view of two gantry cranes coupled to one another according to the invention
  • Figure 2 is an enlarged detail view of Figure 1 from the range of interconnected trolleys of gantry cranes and
  • Figure 3 is an enlarged detail view of Figure 1 from the range of abutting portal supports the gantry cranes.
  • FIG. 1 shows a perspective view of two according to the invention for storm protection in a parking position coupled together and designed as a gantry cranes 2a and 2b, which are movable on a common crane track 1.
  • Each of the two cranes 2a, 2b is conventionally constructed and consists essentially of the four vertical gantry supports 3a, 3b, the upper ends of which are connected transversely to the direction of travel F of the cranes 2a and 2b bridge girders 9a, 9b to form the portal.
  • a trolley 12a, 12b with the lifting devices arranged thereon can be moved along the bridge girders 9a, 9b.
  • the lower ends of the gantry supports 3a, 3b are each supported on a chassis 6, which roll on rails 1a, 1b of a crane track 1.
  • the rails 1a, 1b in this case run parallel and at a distance from each other.
  • the trolleys 6 each have a plurality of wheels 13 which can be moved on the rails 1a, 1b and which, viewed in the direction of travel F, are arranged one behind the other per chassis 6. which are arranged.
  • the lower end of the respective vertical gantry supports 3a, 3b is supported approximately centrally on the chassis 6, so that the chassis 6 seen in the direction of travel F projects forward or rearward over the gantry support 3a, 3b and thus a front end 14v and a rear end 14h with respect to the respective crane 2a, 2b form.
  • Figure 1 shows the parking position of the two cranes 2a, 2b, which have taken these when due to high wind speeds, the operation of the cranes 2a, 2b had to be set for safety reasons.
  • the cranes 2a and 2b seen in the direction of travel F drove so close behind each other that the two cranes 2a and 2b in the area of their trolleys 6 with their respective front and rear ends 14v, 14h abut each other.
  • the per rail 1a, 1b so abutting trolleys 6 and thus the cranes 2a and 2b are additionally in the region of their front and rear ends 14v, 14h by means of a coupling member 4, which will be described later in connection with Figure 2 in more detail, mechanically connected with each other.
  • the opposing portal supports 3a, 3b adjoin one another in the region of their upper ends adjacent to the bridge girders 9a, 9b. Since, as described above, the undercarriages 6 protrude forwards and rearwards as viewed in the direction of travel F, forming the front and rear ends 14v, 14h with respect to the gantry supports 3a, 3b, buffer-like abutment elements 10a, 10b are provided on the gantry supports 3a, 3b. In the park position, the free ends of the respective abutment elements 10a, 10b touch, but they are not locked together.
  • the abutment elements 10a, 10b are simply formed as pipe sections which extend laterally, horizontally and in the direction of travel F from the portal supports 3a, 3b and whose free end is closed in each case to form an end face 11 (see FIG. 3).
  • the holding devices of both cranes are brought into operation at the same time, for example by activating the rail brakes of each crane 2a, 2b, not shown.
  • FIG. 2 is an enlarged detail view of the detail X of FIG. 1 shown, which shows the area of the coupled chassis 6 of the cranes 2a, 2b in their parking position.
  • a coupling piece 5a or a coupling piece 5b is fixedly arranged on each chassis 6, which form either the front or the rear end 14v, 14h of the respective crane 2a, 2b.
  • the coupling pieces 5a, 5b are each formed as U-shaped steel profiles which protrude parallel to the crane track 1 in the direction of the adjacent crane 2a and 2b via the wheels 13 of the chassis 6.
  • the mutually facing ends 14v, 14h of the U-shaped coupling pieces 5a, 5b are respectively closed with an end wall 7a, 7b.
  • the cantilevered ends 14v, 14h of the coupling pieces 5a, 5b abut each other substantially with their end walls 7a, 7b, so that between the cranks 2a and 2b acting compressive forces on the coupling pieces 5a, 5b between can be transmitted to the cranes 2a and 2b.
  • a coupling element 4 is provided in addition to the adjoining coupling pieces 5a and 5b, which clamps the coupling pieces 5a and 5b together and holds them in abutment.
  • the coupling member 4 is - as seen in Figure 2 - double-T-shaped from a steel sheet and is inserted with its web 4a in a corresponding recess in the two coupling pieces 5a and 5b.
  • This upwardly open recess is provided in a respective end of the coupling piece 5a, 5b end wall 7a, 7b, which forms on the side facing away from the contact surface simultaneously each a contact surface 8a, 8b for the inner sides of the flanges of the double-T-shaped coupling member 4, when these flanges grip the end walls 7a and 7b of the coupling pieces 4 behind.
  • the two cranes 2a and 2b are positively connected with each other and thus offer a much higher security against wind and storm than conventional storm fences individually secured cranes.
  • the free ends of the abutment elements 10a, 10b abut each other with their mutually facing end faces 11, as soon as the coupling pieces 5a and 5b of the trolleys 6 are in contact with each other.
  • the cranes 2 a, 2 b are also supported against one another in the upper area, thereby significantly increasing the standing moment of the cranes 2 a, 2 b in wind and storm.
  • the free ends of the abutment elements 10a, 10b are not locked together.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)
  • Control And Safety Of Cranes (AREA)
  • Jib Cranes (AREA)
  • Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
EP06706735A 2005-02-11 2006-02-08 Systeme de securite pour grues en cas de tempete Not-in-force EP1807338B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102005006206A DE102005006206B4 (de) 2005-02-11 2005-02-11 Sturmsicherung für Krane
PCT/EP2006/001093 WO2006084673A1 (fr) 2005-02-11 2006-02-08 Systeme de securite pour grues en cas de tempete

Publications (2)

Publication Number Publication Date
EP1807338A1 true EP1807338A1 (fr) 2007-07-18
EP1807338B1 EP1807338B1 (fr) 2010-09-08

Family

ID=36117686

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06706735A Not-in-force EP1807338B1 (fr) 2005-02-11 2006-02-08 Systeme de securite pour grues en cas de tempete

Country Status (10)

Country Link
US (1) US7549546B2 (fr)
EP (1) EP1807338B1 (fr)
JP (1) JP4960263B2 (fr)
KR (1) KR101207478B1 (fr)
AT (1) ATE480492T1 (fr)
DE (2) DE102005006206B4 (fr)
DK (1) DK1807338T3 (fr)
ES (1) ES2349563T3 (fr)
PT (1) PT1807338E (fr)
WO (1) WO2006084673A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108706455A (zh) * 2018-08-17 2018-10-26 天津港集装箱码头有限公司 有轨起重设备常态止滑装置

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008115966A1 (fr) * 2007-03-19 2008-09-25 Tubular Rail, Inc. Système de service pour contenant
CN103588101B (zh) * 2013-10-28 2015-03-18 典发食品（苏州）有限公司 一种带有平衡装置的天车
JP2015124053A (ja) * 2013-12-26 2015-07-06 住友重機械搬送システム株式会社 ゴライアスクレーンの製造方法及び解体方法
JP2015124054A (ja) * 2013-12-26 2015-07-06 住友重機械搬送システム株式会社 門型クレーンの配置構造
CN104045002B (zh) * 2014-06-06 2017-05-31 山东德鲁克起重机有限公司 液压龙门吊
WO2017071736A1 (fr) * 2015-10-27 2017-05-04 Vladimir Nevsimal-Weidenhoffer Portique à conteneurs multi-chariots de quai
AU201615922S (en) * 2016-04-25 2016-11-21 Siemens Ag Rail clamp
CN110228756A (zh) * 2019-07-23 2019-09-13 河南巨人起重机集团有限公司 一种防护性能高的无人值守天车用安全防护装置
CN110885009B (zh) * 2019-12-16 2020-11-27 南通大学 一种防碰撞桥式起重机
WO2022114476A1 (fr) * 2020-11-26 2022-06-02 주식회사 로봇밸리 Robot de soudage de type portique
CN113233340B (zh) * 2021-04-28 2023-11-14 远大可建科技有限公司 一种吊架防坠装置及防坠方法

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Publication number Priority date Publication date Assignee Title
US1772857A (en) * 1928-05-05 1930-08-12 Ernest L Clark Rail-handling apparatus
US1994260A (en) * 1933-07-28 1935-03-12 Cecil E Van Syckle Rail clamp
US2252648A (en) * 1940-03-08 1941-08-12 Frank G Scobie Device for clamping cranes and the like
US3807532A (en) * 1972-08-30 1974-04-30 Whiting Corp Self-energizing rail clamp
SU586106A1 (ru) * 1976-02-05 1977-12-30 Челябинский Механический Завод Способ подъема груза стреловыми кранами
JPS5539941U (fr) * 1978-09-05 1980-03-14
JPH061587Y2 (ja) * 1987-04-28 1994-01-12 三菱重工業株式会社 クレ−ン用イコライザ−装置
DD285747B5 (de) * 1989-07-06 2001-01-25 Lausitzer Bergbau Verwalt Gmbh Hydraulische Schienenzange
DE19913980A1 (de) * 1999-03-26 2000-09-28 Noell Stahl Und Maschinenbau G Kranverbindung
JP2001240369A (ja) * 2000-02-29 2001-09-04 Ishikawajima Harima Heavy Ind Co Ltd 走行クレーンの逸走防止装置
JP2003238069A (ja) * 2002-02-19 2003-08-27 Kawasaki Heavy Ind Ltd レールクランプ装置

Non-Patent Citations (1)

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Title
See references of WO2006084673A1 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108706455A (zh) * 2018-08-17 2018-10-26 天津港集装箱码头有限公司 有轨起重设备常态止滑装置

Also Published As

Publication number Publication date
JP2008529926A (ja) 2008-08-07
PT1807338E (pt) 2010-10-20
KR20070100855A (ko) 2007-10-12
WO2006084673A1 (fr) 2006-08-17
EP1807338B1 (fr) 2010-09-08
KR101207478B1 (ko) 2012-12-03
US20090120890A1 (en) 2009-05-14
DE102005006206A1 (de) 2006-08-24
DE102005006206B4 (de) 2007-08-16
ES2349563T3 (es) 2011-01-05
JP4960263B2 (ja) 2012-06-27
ATE480492T1 (de) 2010-09-15
DE502006007830D1 (de) 2010-10-21
US7549546B2 (en) 2009-06-23
DK1807338T3 (da) 2010-11-29

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