EP3574968A2 - Système glissant pour une attraction foraine, en particulier pour un train de type grand huit ou suspendu - Google Patents

Système glissant pour une attraction foraine, en particulier pour un train de type grand huit ou suspendu Download PDF

Info

Publication number
EP3574968A2
EP3574968A2 EP19181056.3A EP19181056A EP3574968A2 EP 3574968 A2 EP3574968 A2 EP 3574968A2 EP 19181056 A EP19181056 A EP 19181056A EP 3574968 A2 EP3574968 A2 EP 3574968A2
Authority
EP
European Patent Office
Prior art keywords
track
stiffening
belt
tracks
track section
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
EP19181056.3A
Other languages
German (de)
English (en)
Other versions
EP3574968B1 (fr
EP3574968A3 (fr
Inventor
Günter Burger
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.)
Mack Rides IP GmbH and Co KG
Original Assignee
Mack Rides GmbH and Co KG
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 Mack Rides GmbH and Co KG filed Critical Mack Rides GmbH and Co KG
Publication of EP3574968A2 publication Critical patent/EP3574968A2/fr
Publication of EP3574968A3 publication Critical patent/EP3574968A3/fr
Application granted granted Critical
Publication of EP3574968B1 publication Critical patent/EP3574968B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63G—MERRY-GO-ROUNDS; SWINGS; ROCKING-HORSES; CHUTES; SWITCHBACKS; SIMILAR DEVICES FOR PUBLIC AMUSEMENT
    • A63G7/00—Up-and-down hill tracks; Switchbacks
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B3/00—Elevated railway systems with suspended vehicles

Definitions

  • the invention relates to a track system for rides with truss-like track elements according to the preamble of patent claim 1 and a ride, preferably a roller coaster or a monorail system with a track system according to the invention.
  • Such a track system for a roller coaster ride as a ride with truss-like track elements is from the EP 2 156 870 B1 known and partially in FIG. 6 illustrated and shows two interconnected track elements 1 of a track system 10th
  • Each track element 1 consists of a three-belt system with mutually parallel tubular tracks 2 and 3 as the first and second belt element and arranged to these tracks in a triangular constellation and designed as tension or compression element 4 third belt element, which, these tracks 2 and 3 and this Tension element 4 sections connected to form track sections 1.1 to 1.7 by means of trusses 5 and 5.1 and cross struts 6 and 6.1.
  • the trusses 5 and 5.1 connect as spacers, the two tracks 2 and 3 and form with these a first Aussteifungsebene A1, while two transverse struts 6 and 6.1 connect the tracks 2 and 3 with the tension element 4 to form a second and third stiffening A2 and A3 ,
  • the ends of the trusses 5 of 5.1, together with the tracks 2 and 3 and the ends of the transverse struts 6 and 6.1 respectively two vertices of a triangle whose third corner is formed by the connected to the tension element 4 ends of the transverse struts 6 and 6.1.
  • the trusses 5.1 differ from the trusses 5 in that the trusses 5.1 are provided with the associated transverse struts 6.1 with a column head 9.1 having a column connection 9. About such a prop head 9.1, the track elements 1 are connected to vertical anchored in the ground supports, so that the entire track system is supported by such supports.
  • Such supports can not only be formed vertically and bearing, but can be used for any support assembly.
  • Such a support connection 9 is designed as a surface element with a triangular contour, so that this surface element can be connected on the contour side with a traverse 5.1 and the associated transverse struts 6.1.
  • three diagonal struts 7.0, 7.1 and 7.2 are provided for each track section 1.1 to 1.7, which lie in the first, second and third stiffening A1, A2 and A3 and these each between the track sections 1.1 to 1.7 diagonally bridged.
  • the two diagonal braces 7.1 and 7.2 lying in the second and third bracing planes A2 and A3 connect the ends of the traverse 5.1 connected to the rails 2 and 3 to the ends of the adjacent transverse braces 6 connected to the traction element 4.
  • the first stiffening plane A1 diagonal brace 7.0 connected to the track 3 end of the crossbar 5.1 with the diagonally opposite end of the cross member 5, which forms a corner with the track 2 connects.
  • the individual track elements 1 are connected both via flanges 4.11 and 4.12 arranged at the ends of the tension elements 4 by means of a screw connection as well as via welded joints of the tracks 2 and 3.
  • the invention has the object of developing a track system of the type mentioned in such a way that increased fatigue strength is achieved with an increased number of load changes, or in which larger piece sizes are possible with the same or changed cross-section of the tracks to the tension element.
  • Such a track system for rides with truss-like track elements which consist of at least a three-belt system and as the first and second belt element adjacent tracks and at least one further belt element, connecting by the tracks and these tracks connecting trusses a first Aussteifungsebene and by each of a track and
  • at least one track section formed by adjacent trusses with associated transverse struts is formed with a stiffening element, the same being formed with the at least third belt element connecting cross struts a second and a third Aussteifungsebene, and arranged to form track sections the trusses and cross struts is, which spans the track section such that the stiffening element forms a fourth stiffening plane together with the other belt element of the track section.
  • This stiffening element can span the track section in such a way that the fourth stiffening plane does not have to run in the direction of the second and third stiffening plane within a track section, but can also be attached to the crosspiece forming the track section with associated transverse struts and to the further belt element ,
  • the stiffening element is connected at one end to the one traverse of the track section and the other end in that connection region which connects the cross member of the other cross member with the other belt element.
  • the stiffening element forming the fourth stiffening plane is connected with its opposite end of the traverse with the other belt element of the three-belt system or when using a four-belt system with one of the two other belt elements.
  • this end of the stiffening element it is also possible to connect this end of the stiffening element to one of the crossbars belonging to the other crossbar.
  • At least one traverse with associated Cross struts is connected to a support head comprehensive support connection and that the fourth stiffening plane forming stiffening element is connected to the support connection.
  • stiffening element forming the fourth stiffening plane is connected centrally to the traverse.
  • the at least one track section has a first and second stiffening struts, which at one end centrally on a traverse of the track section and the other end spanning the track section respectively at the opposite cross member of the track section end of this cross member or to the traverse connected transverse struts are connected.
  • the at least one track section on a third stiffening strut, which connects the two trusses of the track section centrally.
  • At least one track section is formed in the first and / or second and / or third stiffening plane, each with a diagonal strut spanning the track section.
  • the track elements consist of a four-belt system and as first and second belt element parallel tracks and two further belt elements comprise, wherein the fourth stiffening plane is formed by a stiffening element, which at one end to the a traverse is connected and at the other end spans the track section such that the stiffening element forms a fourth stiffening plane together with one of the other belt elements of the track section.
  • a fifth level of stiffening could be formed in mirror image.
  • stiffening element is designed as a diagonal strut.
  • the support connection is designed as a surface element with a triangular contour when using a three-belt system or with a quadrilateral contour when using a four-belt system, wherein the surface element is connected to the traverse and the two transverse struts konturenitig almost surface-locking.
  • the support connection is designed as a surface element with a triangular contour, which is connected to the cross-member and the two transverse struts on the contour side almost in a surface-locking manner.
  • the column head is arranged on at least one belt element and designed for connection to a support of the track system, preferably for a roller coaster or a monorail.
  • the track system according to the invention with the truss-like track elements is suitable for use for rides, especially for roller coasters or overhead monorail systems and can also be retrofitted in systems already in operation.
  • All described triangular, quadrangular constructions refer to theoretical, static vertices. Required light spaces for the landing gear or production-related free spaces / the theoretical / static nodes are / redirected (example, track 2 and 3, which act as straps, are offset from the nodes of A2 and A3 to A1.). All struts could alternatively also be surface elements.
  • truss-like track element 1 is part of a track system 10, which consists of such interconnected track elements 1 and for rides, eg. For a roller coaster or for a monorail usable.
  • FIG. 2 in FIG. 1 A schematic representation of a track element 1 consists of a three-belt system with a first and second belt element as tracks 2 and 3 and another, ie third belt element 4.1, which serves as a train or pressure element depending on the loads occurring.
  • the three belt elements 2, 3 and 4.1 are arcuate and run side by side. For straight sections of the belt elements even run parallel to each other.
  • the two tracks 2 and 3 together with these tracks 2 and 3 connecting trusses 5, a first Aussteifungsebene A1.
  • the two tracks 2 and 3 are connected by means of cross struts 6 with the other belt element 4.1, wherein in each case at defined intervals a cross member 5 and two cross struts 6 lie in a direction transverse to the tracks 2 and 3 level and in this way the track element 1 in track sections Divide 1.1, 1.2, 1.3, 1.4, and so on.
  • a cross member 5 and two cross struts 6 lie in a direction transverse to the tracks 2 and 3 level and in this way the track element 1 in track sections Divide 1.1, 1.2, 1.3, 1.4, and so on.
  • a fourth stiffening plane A4 is now formed by means of a stiffening element 7.3 designed as a diagonal strut, each of which has a track section (cf. FIG. 1 , Track section 1.1) spanned diagonally.
  • a stiffening element 7.3 designed as a diagonal strut, each of which has a track section (cf. FIG. 1 , Track section 1.1) spanned diagonally.
  • one end of such a diagonal strut 7.3 is connected to a track section 1.1 forming traverse 5, while the other end is connected in the connecting region of the transverse struts 6 with the other belt element 4.1, ie directly with this further belt element 4.1 or with one of the two transverse struts 6.
  • this diagonal brace 7.3 is connected centrally to the cross member 5, but it is also possible to connect the diagonal brace 7.3 outside of the middle with the cross member 5.
  • This fourth stiffening level A4 improves not only the dynamic load but also the static situation.
  • This stiffening element 7.3 may be formed as any element and are connected to any connection points provided by the two a track section 1.1 to 1.4 forming trusses 5 with associated crossbars 6 and the other belt element 4.1 in the connecting region of these cross braces 6 with this contribution belt element 4.1 become.
  • the track element 1 corresponds to that of the prior art according to the EP 2 156 870 B1 known and in FIG. 8 illustrated track element 1, but according to FIG. 1
  • a fourth stiffening A4 is realized by means of diagonal struts 7.3.
  • this track element 1 comprises FIG. 2 a three-belt system with a first and second, designed as a track 2 and 3 belt element 2 and 3 and with a third or further, designed as a tensile or compressive belt element 4.1.
  • the two parallel tracks 2 and 3 are connected to one another to form the first Aussteifungsebene A1 via trusses 5 or 5.1 and connected to the other by means of cross struts 6 or 6.1 respectively to the other belt element 4.1.
  • the track 3 forms, together with the transverse struts 6 and the further belt element 4.1, the second reinforcement plane A2 and the track 2 together with the transverse struts 6 and the further belt element 4.1 the third reinforcement plane A3.
  • the ends of the further belt element 4.1 are formed with flanges 4.11 and 4.12, which are required for connecting the track elements 1 to a track system 10.
  • a cross member 5 and 5.1 and two cross struts 6 and 6.1 are arranged in a transversely to the tracks 2 and 3 and the other belt element 4.1 extending plane, so that thereby track sections 1.1 to 1.7 are generated.
  • the trusses 5.1 differ from the trusses 5 in that the trusses 5.1 are provided with the associated transverse struts 6.1 with a column head 9.1 having a column connection 9. About such a prop head 9.1, the track elements 1 are connected to vertical anchored in the ground supports, so that the entire track system of such supports is worn. Also, any support arrangement is possible, for example. For a monorail.
  • Such a support connection 9 is designed as a surface element with a triangular contour, so that this surface element can be connected on the contour side with a traverse 5.1 and the associated transverse struts 6.1.
  • all track sections 1.1 to 1.7 are equipped with diagonal struts 7.1 and 7.2, which are each connected at one end to the trusses 5 or 5.1 and at the other end of the respective track section diagonally bridging with the other belt element 4.1 and there with the ends of the opposite Cross struts 6 form a corner.
  • two diagonal struts 7.1 and 7.2 are provided on both sides, which are each connected opposite to the ends of the opposite transverse struts 6 of the track section 1.1 and 1.2 with the further belt element 4.1.
  • a corresponding structure can also be seen on the traverse 5.1 of the track sections 1.6 and 1.7.
  • the adjacent track sections 1.4 and 1.5 and the adjacent track sections 1.5 and 1.6 respectively two diagonal struts 7.1 and 7.2 are connected and extend diagonally across the respective track section to each of the opposite transverse struts. 6 formed with the other belt element 4.1 corner.
  • each one of the track sections 1.1 to 1.5 and 1.7 diagonal bridging diagonal strut 7.0 is provided.
  • This diagonal strut 7.0 connects the corner point formed by a traverse 5 or 5.1 with the track 2 with the diagonally opposite end of the traverse 5 or 5.1, which forms a corner point with the track 3.
  • each of the two track sections 1.1 and 1.2 a track section 1.1 or 1.2 spanning diagonal brace 7.3 arranged as a stiffening element of the fourth stiffening A4.
  • These two diagonal struts 7.3 are preferably connected at one end to the center of the traverse 5.1 and extend with its other end to the connected to the other belt 4.1 ends of the two diagonal struts 7.1 and 7.2, where they are also connected to the other belt element 4.1.
  • Such a structure with a diagonal brace 7.3 as a stiffening element of the fourth bracing plane A4 is according to FIG. 2 can also be seen in the adjacent track sections 1.6 and 1.7, where in each case such a diagonal brace 7.3 is connected to the middle of these two track sections 1.6 and 1.7 connecting cross member 5.1 and each bridging these track sections 1.6 and 1.7 towards the other belt element 4.1 diagonally.
  • the track section 1.5 is according to FIG. 2 provided with such a diagonal brace 7.3 as a stiffening element of the fourth Aussteifungsebene A4, which is also centrally connected to the two track sections 1.5 and 1.6 connecting truss 5 and bridged the track section 1.5 towards the other belt element 4.1 diagonally.
  • the track section 1.6 is formed with a first stiffening strut 8.1 and a second stiffening strut 8.2, so that these two stiffening struts 8.1 and 8.2 extend in the plane formed by the two tracks 2 and 3.
  • the two stiffening struts 8.1 and 8.2 are each connected at one end to the traverse 5.1 and extend in a V-shaped manner towards each other, so that they can be connected centrally to the adjacent traverse 5.
  • FIG. 5 shows two connected via flanges 4.11 and 4.12 track elements 1, the track sections 1.6 and 1.7 and 1.1 and 1.2 structurally the track sections 1.1 and 1.2 correspond to Figure 1.
  • FIG. 6 shows two connected via flanges 4.1 and 4.2 track sections 1.1 and 1.2 as another embodiment.
  • the track section 1.1 of the track element 1 after FIG. 6 is identical to that track section 1.6 of the track element 1 after FIG. 2 constructed and also in addition to the diagonal brace 7.3 as a stiffening element of the fourth bracing level A4 additionally two stiffening struts 8.1 and 8.2.
  • a first stiffening strut 8.1 and a second stiffening strut 8.2 is provided to the cross-section 1.1 forming the track section 1.1 in the direction of the adjacent track section 1.2 as well as a diagonal strut 7.3 as a stiffening element of the fourth stiffening A4.
  • the adjoining track section 1.3 also has, in addition to the two diagonal struts 7.1 and 7.2, a diagonal strut 7.3 as stiffening element of the fourth stiffening plane A4, but instead of the two stiffening struts 8.1 and 8.2 a diagonal strut 7.0 is provided.
  • the last two track sections 1.6 and 1.7 of the other track element 1 after FIG. 6 also have a diagonal brace 7.3 as a stiffening element of the fourth Aussteifungsebene A4, said diagonal brace 7.3 and the two diagonal braces 7.1 and 7.2 are connected to a cross member 5 at the end of the track element 1 or with a the two track sections 1.6 and 1.7 connecting cross member 5.
  • the two track sections 1.6 and 1.7 connecting cross member 5 are connected to the track section 1.6 a first and second stiffening struts 8.1 and 8.2 respectively to the end of this cross member 5 and the other to the track section 1.6 as well as a first and second stiffening strut 8.1 and 8.2 respectively connected to the end of this cross member 5.
  • these two stiffening struts 8.1 and 8.2 extend in each of the two track sections 1.6 and 1.7 in the middle in a V-shaped manner to the opposite traverse 5.
  • the track section 1.7 has a third stiffening strut 8.3, which connects the two trusses 5 in the middle.
  • FIG. 7 shows a track element 1 of a track system 10, which is constructed by means of a four-belt system.
  • This four-belt system consists of a first and second belt element which form parallel tracks 2 and 3, and two further belt elements, ie a third and fourth belt element 4.1 and 4.2.
  • the two tracks 2 and 3 are spaced by means of trusses 5 and together with these form a first stiffening plane A1.
  • the two further belt elements 4.1 and 4.2 are connected to the tracks 2 and 3 by forming a stiffening plane A0 parallel to the first stiffening plane A1 via transverse struts 6.2 and via further transverse struts 6.
  • the trusses 5 are spaced apart along with the transverse struts 6 and 6.2 arranged in each transverse to the tracks 2 and 3 levels, so that the track element 1 is thereby divided into track sections 1.1 to 1.6.
  • the track sections 1.1 to 1.6 each have in the stiffening planes A1, A2, A3 and A0 arranged diagonal struts 7.0, 7.1, 7.2 and 7.4.
  • a diagonal brace 7.3 is in the track section 1.1 as a stiffening element arranged and spans diagonally this track section 1.1.
  • this diagonal brace 7.3 is connected at one end centrally with a track section 1.1 forming the traverse 5 and connected to the other end to the opposite connection region of the transverse struts 6 and 6.2 with the other belt element 4.2.
  • this diagonal brace 7.3 can be connected directly to the other belt element 4.1 or 4.2 or with a cross brace 6 or 6.2.
  • An off-center connection of the diagonal brace 7.3 with the traverse 5 is possible.
  • such a fourth stiffening level A4 can also be realized in the further track sections 1.2 to 1.6 by means of a stiffening element 7.3.
  • the track sections 1.1 to 1.6 can be provided with stiffening struts 8.1, 8.2 and 8.3 arranged in the first stiffening plane A1 according to the track sections 1.1 and 1.2 or 1.6 and 1.7 of the track elements 1 FIG. 6 be strengthened.
  • the in the FIGS. 2 to 6 described diagonal struts 7.0, 7.1, 7.2 and 7.3 and the stiffening struts 8.1, 8.2 and 8.3 are connected in the manner with the trusses 5 and 5.1, the cross struts 6 and 6.1 and the other belt element 4.1, as explained in the opening EP 2 156 870 B1 is disclosed. Therefore, this document is fully incorporated by reference.
  • these diagonal struts 7.0, 7.1, 7.2 and 7.3 can be arranged in such a way that, starting from a traverse 5 or 5.1, they are not guided directly onto the further belt element 4.1, but, for example, directly onto a support connection 9 or on a transverse strut 6 or 6.1 in the region of their attachment points to the further belt element 4.1. Furthermore, it is also possible that these diagonal struts 7.0, 7.1 and 7.2 can not be connected to a cross member 5 or 5.1 but also centrally to a cross member 6 or 6.1.

Landscapes

  • Engineering & Computer Science (AREA)
  • Transportation (AREA)
  • Mechanical Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Bridges Or Land Bridges (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Wind Motors (AREA)
  • Transmissions By Endless Flexible Members (AREA)
  • Railway Tracks (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Bearings For Parts Moving Linearly (AREA)
EP19181056.3A 2013-10-02 2014-09-25 Système glissant pour une attraction foraine, en particulier pour un train de type grand huit ou suspendu Active EP3574968B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102013220067.6A DE102013220067B4 (de) 2013-10-02 2013-10-02 Gleissystem für ein Fahrgeschäft, insbesondere für eine Achter- oder Hängebahn
EP14772386.0A EP3052210B1 (fr) 2013-10-02 2014-09-25 Système de voies pour manège, en particulier pour grand huit ou monorail
PCT/EP2014/070541 WO2015049162A1 (fr) 2013-10-02 2014-09-25 Système de voies pour manège, en particulier pour grand huit ou monorail

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
EP14772386.0A Division EP3052210B1 (fr) 2013-10-02 2014-09-25 Système de voies pour manège, en particulier pour grand huit ou monorail

Publications (3)

Publication Number Publication Date
EP3574968A2 true EP3574968A2 (fr) 2019-12-04
EP3574968A3 EP3574968A3 (fr) 2020-02-12
EP3574968B1 EP3574968B1 (fr) 2022-06-01

Family

ID=51619200

Family Applications (2)

Application Number Title Priority Date Filing Date
EP19181056.3A Active EP3574968B1 (fr) 2013-10-02 2014-09-25 Système glissant pour une attraction foraine, en particulier pour un train de type grand huit ou suspendu
EP14772386.0A Active EP3052210B1 (fr) 2013-10-02 2014-09-25 Système de voies pour manège, en particulier pour grand huit ou monorail

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP14772386.0A Active EP3052210B1 (fr) 2013-10-02 2014-09-25 Système de voies pour manège, en particulier pour grand huit ou monorail

Country Status (12)

Country Link
US (1) US10058788B2 (fr)
EP (2) EP3574968B1 (fr)
JP (1) JP6280230B2 (fr)
CN (1) CN105636657B (fr)
AU (1) AU2014331267B2 (fr)
CA (1) CA2925044C (fr)
DE (4) DE102013220067B4 (fr)
DK (2) DK3574968T3 (fr)
ES (2) ES2742332T3 (fr)
HU (2) HUE059866T2 (fr)
PL (2) PL3574968T3 (fr)
WO (1) WO2015049162A1 (fr)

Families Citing this family (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016123928B4 (de) * 2016-12-09 2019-05-29 Ingenieurbüro Stengel Gmbh Backboneschiene für eine Achterbahn und Achterbahnanordnung
CN107297078A (zh) * 2017-08-04 2017-10-27 广州市顺宏游乐设备有限公司 一种旋转滑行车
CN107694101A (zh) * 2017-11-03 2018-02-16 国汇机械制造泰州有限公司 一种疯狂老鼠分段轨道设计
CN107794814B (zh) * 2017-11-21 2023-08-25 中铁第四勘察设计院集团有限公司 一种悬挂式单轨双线钢轨道梁系统
DE102018108182A1 (de) * 2018-04-06 2019-10-10 Ingenieurbüro Stengel Gmbh Fahrrohrstück, Schienenstück, sowie Achterbahnanordnung mit denselben
CN108755290A (zh) * 2018-07-27 2018-11-06 中国五冶集团有限公司 全装配格构式悬挂单轨轨道结构及装配工艺
KR101941409B1 (ko) * 2018-09-07 2019-01-23 알엔비이엔씨 주식회사 바닥판이 없는 궤도 차량용 트러스 모듈 및 그 시공방법
US11766619B2 (en) 2019-02-14 2023-09-26 The Gravity Group, LLC Track for rolling vehicle and methods of fabricating and assembling the track
CN110237538B (zh) * 2019-06-04 2020-08-04 中建八局第三建设有限公司 一种大型过山车安装施工方法
DE102019130956A1 (de) * 2019-11-15 2021-05-20 Mack Rides Gmbh & Co. Kg Fahrgeschäft, insbesondere Wasserfahrgeschäft, sowie Verfahren zum Betreiben eines solchen Fahrgeschäfts
USD976354S1 (en) * 2020-03-13 2023-01-24 Ingenieurbuero Stengel Gimbh Roller coaster track section
DE102020118049A1 (de) 2020-07-08 2022-01-13 Ingenieurbüro Stengel Gmbh Fachwerkschiene, sowie Achterbahnanordnung mit derselben
CN113926205A (zh) * 2021-11-04 2022-01-14 广东蕉岭建筑工程集团有限公司 一种过山车轨道支撑固定装置
WO2023083479A1 (fr) * 2021-11-15 2023-05-19 Antonio Zamperla S.P.A. Segment de courroie sans fin et courroie sans fin comprenant un tel segment de courroie sans fin pour un manège d'attraction
KR102493670B1 (ko) * 2022-06-16 2023-01-31 이엠티씨 주식회사 궤도차량 주행용 레일 장치
US20240091660A1 (en) * 2022-09-16 2024-03-21 Egor Sovstov Toy track systems, toy track vehicles, and related methodologies
DE102024104836A1 (de) * 2024-02-21 2025-08-21 Ingenieurbüro Stengel Gmbh Backboneschiene für eine Achterbahnanordnung und Achterbahnanordnung

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2156870A1 (fr) 2008-08-22 2010-02-24 Mack Rides GmbH & Co. KG Grand huit doté d'éléments de rail développés comme un colombage

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US629273A (en) 1896-12-30 1899-07-18 Maschb Actien Ges Nuernberg Girder structure for suspension-railways.
US3949680A (en) * 1975-01-22 1976-04-13 Doughty Howard E Vehicle track and vehicle
US4489659A (en) 1979-01-10 1984-12-25 Hitachi, Ltd. Truss-type girder for supporting a movable body
US6047645A (en) 1998-06-26 2000-04-11 Setpoint Engineered Systems, Inc. Truss track assembly and side mount roller coaster vehicle
KR100389862B1 (ko) 2000-08-10 2003-07-04 삼성전자주식회사 인쇄기의 배출 용지 적재장치
US20040083922A1 (en) 2001-04-28 2004-05-06 Gnezdilov Vladimir A. Guideway for transport means
CA2609141C (fr) * 2005-05-20 2013-11-26 William J. Kitchen Systeme de transport de personnes equipe d'un moyeu de roue
DE202009008256U1 (de) 2009-06-16 2010-01-07 Schumacher, Sascha Schienenelemente
FR2951207B1 (fr) * 2009-10-09 2014-07-18 Spantech France Poutre treillis repliable, ferme et construction incluant une telle poutre
DE202010006408U1 (de) * 2010-05-04 2011-10-12 Kamal Daas Gittertragwerk

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2156870A1 (fr) 2008-08-22 2010-02-24 Mack Rides GmbH & Co. KG Grand huit doté d'éléments de rail développés comme un colombage

Also Published As

Publication number Publication date
ES2927499T3 (es) 2022-11-07
PL3574968T3 (pl) 2022-11-07
DK3052210T3 (da) 2019-08-26
AU2014331267B2 (en) 2017-07-27
JP2016537155A (ja) 2016-12-01
CN105636657B (zh) 2017-12-29
WO2015049162A1 (fr) 2015-04-09
US20160250560A1 (en) 2016-09-01
EP3574968B1 (fr) 2022-06-01
DK3574968T3 (da) 2022-09-05
EP3052210A1 (fr) 2016-08-10
EP3574968A3 (fr) 2020-02-12
ES2742332T3 (es) 2020-02-13
DE202014011342U1 (de) 2019-07-25
HUE044711T2 (hu) 2019-11-28
DE102013220067A1 (de) 2015-04-02
DE202014011581U1 (de) 2022-12-16
DE202014011579U1 (de) 2022-11-10
CA2925044A1 (fr) 2015-04-09
PL3052210T3 (pl) 2020-03-31
DE102013220067B4 (de) 2018-10-11
AU2014331267A1 (en) 2016-04-14
HK1223585A1 (zh) 2017-08-04
EP3052210B1 (fr) 2019-06-26
US10058788B2 (en) 2018-08-28
CA2925044C (fr) 2018-12-04
JP6280230B2 (ja) 2018-02-14
HUE059866T2 (hu) 2023-01-28
CN105636657A (zh) 2016-06-01

Similar Documents

Publication Publication Date Title
EP3052210B1 (fr) Système de voies pour manège, en particulier pour grand huit ou monorail
DE102016123928B4 (de) Backboneschiene für eine Achterbahn und Achterbahnanordnung
DE69903676T2 (de) Rahmenanordnung
DE60305328T2 (de) Förderband
DE2147097C3 (de) Waage zum Wiegen von Schienenf ahrzeugen
EP3469143B1 (fr) Support pneumatique
DE1530153B2 (de) Drehgestell fuer eisenbahnfahrzeuge, insbesondere fuer waggons
DE202015001425U1 (de) Stahlfachwerkschiene
CH542975A (de) Stützenanordnung für Betonschalungen
DE1658577C3 (de) Zerlegbare Brücke
DE60021591T2 (de) Traggerüst zum schutz einer bühnenkonstruktion
DE3222307A1 (de) Fachwerktraeger
EP3775379B1 (fr) Pièce tubulaire mobile, tronçon de rail, et ensemble formant un grand huit équipé de ces éléments
DE2804378C3 (de) Flanschverbindung zwischen einer Fahrzeugachse und den Längsholmen eines Fahrgestelles
DE3508437A1 (de) Leichte, mobile fachwerkbruecke zum ueberwinden von topographischen hindernissen durch bewegliches geraet und diverse fahrzeuge
AT409746B (de) Anlage zum transport von personen
EP4178699B1 (fr) Rail à treillis et ensemble de montagnes russes équipé de celui-ci
DE2856180C2 (de) Zerlegbare Brücke mit Unterspannung
DE2305714C3 (de) Holzgitterträger
DE102024104836A1 (de) Backboneschiene für eine Achterbahnanordnung und Achterbahnanordnung
AT406568B (de) Übergangseinrichtung zwischen zwei gelenkig miteinander verbundenen schienenfahrzeugen
DE2140077B2 (fr)
DE2263729A1 (de) Rautenfachwerk
EP0274585B1 (fr) Bogie tordable à deux axes
DE1259927C2 (de) Wagengestellbrust fuer Schienenfahrzeuge

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

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: 20190618

AC Divisional application: reference to earlier application

Ref document number: 3052210

Country of ref document: EP

Kind code of ref document: P

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AL 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 RS SE SI SK SM TR

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AL 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 RS SE SI SK SM TR

RIC1 Information provided on ipc code assigned before grant

Ipc: A63G 7/00 20060101AFI20200107BHEP

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: 20210420

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: 20220210

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

AC Divisional application: reference to earlier application

Ref document number: 3052210

Country of ref document: EP

Kind code of ref document: P

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL 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 RS SE SI SK SM TR

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: AT

Ref legal event code: REF

Ref document number: 1494975

Country of ref document: AT

Kind code of ref document: T

Effective date: 20220615

Ref country code: CH

Ref legal event code: EP

Ref country code: DE

Ref legal event code: R096

Ref document number: 502014016270

Country of ref document: DE

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: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20220901

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG9D

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

RAP2 Party data changed (patent owner data changed or rights of a patent transferred)

Owner name: MACK RIDES IP GMBH & CO. KG

REG Reference to a national code

Ref country code: DE

Ref legal event code: R081

Ref document number: 502014016270

Country of ref document: DE

Owner name: MACK RIDES IP GMBH & CO. KG, DE

Free format text: FORMER OWNER: MACK RIDES GMBH & CO. KG, 79183 WALDKIRCH, DE

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

Ref country code: NO

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: 20220901

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: 20220601

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: 20220601

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: 20220902

Ref country code: FI

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: 20220601

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: 20220901

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2927499

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20221107

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

Ref country code: RS

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: 20220601

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: 20220601

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E059866

Country of ref document: HU

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: 20220601

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: 20220601

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: 20221003

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: 20220601

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

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: 20221001

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502014016270

Country of ref document: DE

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

Ref country code: AL

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: 20220601

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: 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: 20220601

26N No opposition filed

Effective date: 20230302

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: 20220601

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

Effective date: 20230427

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: 20220925

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: 20220925

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

Ref country code: RO

Payment date: 20230913

Year of fee payment: 10

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

Ref country code: HU

Payment date: 20230924

Year of fee payment: 10

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

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: 20220601

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: 20220601

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: 20220601

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: 20220601

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: 20220601

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

Ref country code: HU

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

Effective date: 20240926

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

Ref country code: RO

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

Effective date: 20240925

REG Reference to a national code

Ref country code: CH

Ref legal event code: U11

Free format text: ST27 STATUS EVENT CODE: U-0-0-U10-U11 (AS PROVIDED BY THE NATIONAL OFFICE)

Effective date: 20251001

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

Ref country code: DK

Payment date: 20250922

Year of fee payment: 12

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

Ref country code: PL

Payment date: 20250818

Year of fee payment: 12

Ref country code: NL

Payment date: 20250922

Year of fee payment: 12

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

Ref country code: BE

Payment date: 20250919

Year of fee payment: 12

Ref country code: GB

Payment date: 20250923

Year of fee payment: 12

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

Ref country code: FR

Payment date: 20250926

Year of fee payment: 12

Ref country code: AT

Payment date: 20250918

Year of fee payment: 12

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

Ref country code: SE

Payment date: 20250922

Year of fee payment: 12

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

Ref country code: CZ

Payment date: 20250912

Year of fee payment: 12

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: 20220601

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

Ref country code: DE

Payment date: 20251028

Year of fee payment: 12

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

Ref country code: IT

Payment date: 20250930

Year of fee payment: 12

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

Ref country code: CH

Payment date: 20251001

Year of fee payment: 12

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

Ref country code: ES

Payment date: 20251020

Year of fee payment: 12