WO2015049162A1 - Gleissystem für ein fahrgeschäft, insbesondere für eine achter- oder hängebahn - Google Patents
Gleissystem für ein fahrgeschäft, insbesondere für eine achter- oder hängebahn Download PDFInfo
- Publication number
- WO2015049162A1 WO2015049162A1 PCT/EP2014/070541 EP2014070541W WO2015049162A1 WO 2015049162 A1 WO2015049162 A1 WO 2015049162A1 EP 2014070541 W EP2014070541 W EP 2014070541W WO 2015049162 A1 WO2015049162 A1 WO 2015049162A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- track
- stiffening
- track section
- belt
- track system
- Prior art date
Links
- 239000000725 suspension Substances 0.000 title 1
- 230000002787 reinforcement Effects 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 3
- 230000003068 static effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
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
- Track system for a ride especially for a roller coaster or monorail
- the invention relates to a track system for rides with the truss-like rail elements according to the preamble of Pa ⁇ tent compressions 1 as well as an amusement ride, preferably a Ach ⁇ terbahn or a monorail system with an inventive track ⁇ system.
- a rail system for a roller coaster as an amusement ride with truss-like track elements is made of EP 2 156 870 Bl known and shown in fragmentary form in Figure 6 and shows two interconnected track elements 1 of a track system 10th
- Each track element 1 consists of a DreigurtSystem with pa ⁇ rallel to each other extending tubular rails 2 and 3 as first and second chord member as well as to these tracks arranged in a triangle configuration and formed as a tension or pressure member 4 third chord member which, said tracks 2 and 3 as well as this traction element 4 from ⁇ cut to the formation of track sections 1.1 to 1.7 by means of traverses 5 and 5.1 and cross braces 6 and 6.1 are ver ⁇ prevented.
- the trusses 5 and 5.1 connect as spacers the two tracks 2 and 3 and form with these a first reinforcement level AI, while two transverse struts 6 and 6.1 with formation of a second and third stiffening ⁇ level A2 and A3, the tracks 2 and 3 with the tension element 4 ver ⁇ bind.
- 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 traverses 5.1 differ from the cross members 5 in that the cross members are provided with the associated Querstre ⁇ ben 6.1 connection with a prop head having Column- 9.1 9 5.1.
- the track elements 1 are connected with vertical veran ⁇ kerte supports in the ground, 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 Stüt zenan gleich 9 is formed as a surface element with egg ⁇ ner triangular contour, so that this Flä ⁇ chenelement konturenitig with a crossbeam 5.1 and the associated cross braces 6.1 can be connected.
- each track section 1.1 to 1.7 three diagonal ⁇ strive 7.0, 7.1 and 7.2 are provided which lie in the first, second and third stiffening layer AI, A2 and A3, and these in each case between the track sections 1.1 to 1.7 bridging diago ⁇ nal.
- the invention has the object of developing a track system of the type mentioned in such a way that an increase ⁇ te 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 be ⁇ from at least one DreigurtSystem ⁇ and as the first and second belt element adjacent tracks and at least one other belt element take ⁇ to , connecting through the tracks and these tracks connecting trusses a first stiffening plane and each a second and a third off ⁇ steifungsebene are formed, and the formation of Gleisab ⁇ cut from one track and the same connecting with the at least third Gurtele ⁇ ment cross members the crosspieces and transverse struts are spaced apart, is characterized according to the invention is characterized in at least one of adjacent Traverses with associated transverse struts ge ⁇ formed track section with a stiffening element is ⁇ out forms, which spans the track section such that the stiffening element together with the other belt element of the track section a fourth stiffening b ildet.
- This stiffening element can span for forming the fourth From ⁇ steifungsebene the track section in such a way that this fourth Aussteifungsebene does not have to extend in the direction of the second and third Aussteifungsebe ⁇ ne within a Gleisabschnit ⁇ tes, but also at the the track portion bil ⁇ Denden trusses with associated cross braces as well as to the wei ⁇ tere belt element is arbitrarily attachable.
- stiffening element is arranged such that the Gleisab ⁇ section spanned diagonally.
- 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 crossbar with the other belt element.
- the fourth auctioning ⁇ Fung plane forming stiffening element centrally connected to the Traver ⁇ se.
- the at least one track section comprising first and second Ver ⁇ steifungsstrebe which at one end centrally to a cross member of the track section and at the other the Gleisab ⁇ cut spanning each of the opposite cross member of the track section at the end on this crossmember or are connected to the transverse struts connected to this crossbeam.
- the He ⁇ invention the at least one track section a third encryption steifungsstrebe on, connecting the two crossbars of Gleisab ⁇ cut centrally.
- we ⁇ ilias a track section in the first and / or second and / or third stiffening layer with a respective one of the
- the track elements consist of a Viergurt- system and as first and second belt member paral ⁇ lel mutually extending tracks and two other Gurtelemen ⁇ te include, wherein the fourth stiffening plane is formed by a stiffening element, which at one end at the a cross member is connected and at the other the Gleisab ⁇ cut in such a way that spans the stiffening element forms together ⁇ men with one of the other belt members of the track section a fourth stiffening layer. You might as well be trained spat ⁇ gelchanlich this fifth stiffening level.
- stiffening element is designed as a diagonal strut.
- the Stüt zenan gleich is formed as Flä ⁇ chenelement with a triangular contour further development, which is connected to the traverse and the two transverse struts Kontur lake almost surface-locking.
- the support ⁇ head is arranged on at least one belt element and designed for Ver ⁇ bond with a support of the track system, preferably for a roller coaster or a monorail.
- All described triangular, quadrangular constructions refer to theoretical, static vertices.
- REQUIRED ⁇ che light spaces for the chassis or production-related free ⁇ space / are the theoretical / static nodes offset / redirected (Ex. Track 2 and 3, which we ken as belts ⁇ , are added to the nodes of A2 and A3 to AI .). All struts could alternatively also be surface elements.
- FIG. 1 shows a schematic representation of a track element as a three-belt system according to the invention
- FIG. 2 shows a perspective view of a track element as a three-belt system in a specific embodiment according to the invention
- Figure 3 is a perspective view of a detail A after
- Figure 2 is a plan view of the tracks of the sliding ⁇ siatas
- Figure 4 is a perspective view of the detail A after
- FIG. 2 in a side view
- FIG. 5 is a perspective view of a section of two interconnected track elements according to an embodiment of the invention
- Figure 6 is a perspective view a section of two interconnected track elements according to another embodiment of the invention
- Figure 7 is a schematic and perspective view Ei ⁇ nes track element as ViergurtSystem according to the He ⁇
- Ei ⁇ nes track element as ViergurtSystem according to the He ⁇
- Figure 8 is a perspective view of two interconnected track elements according to the prior art.
- truss-like tracks ⁇ lement 1 is part of a track system 10, which consists of such interconnected track elements 1 and shops for vehicles, eg. For a roller coaster or a monorail system is usable.
- FIG. 1 The schematized over Figure 2 in Figure 1 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 in dependence ⁇ the loads occurring as a train or Dru ⁇ serves.
- the three belt elements 2, 3 and 4.1 are formed bo ⁇ genförmig and run side by side. For straight sections of the belt elements even run parallel to each other.
- the two rails 2 and 3 form a first Ausstei ⁇ Fung planar AI together with the ⁇ se tracks 2 and 3 connecting trusses. 5
- the two tracks 2 and 3 are connected by means of transverse struts ⁇ 6 with the other belt element 4.1, wherein in each case at defined intervals, a traverse 5 and two
- Cross struts 6 in a transverse to the tracks 2 and 3 run ⁇ the plane and in this way the track element 1 in track sections 1.1, 1.2, 1.3, 1.4, etc. split.
- the track 3 with the other belt element 4.1 verbin ⁇ dividing transverse struts 6, a second reinforcement level A2 and the track 2 with the other belt element 4.1 connecting cross struts 6, a third reinforcement plane A3.
- a fourth stiffening layer A4 each having a track section (see FIG. 1, the track section 1.1)
- ⁇ means of a process executed as a diagonal strut Versteifungselemen ⁇ tes 7.3, spanning diagonally.
- one end of such a diagonal strut is 7.3 associated with the Gleisab ⁇ 1.1 forming platen 5, during which at ⁇ more complete end in the connection area of the transverse struts 6 with the other strap element 4.1, so directly with this further Gur ⁇ Telement 4.1 or one of the two transverse struts 6 is connected.
- this diagonal strut 7.3 is centrally connected to the cross member 5, but it is also mög ⁇ Lich the diagonal strut to connect the center with the outside 7.3 Tra ⁇ verse. 5 With this fourth stiffening level A4 not only the dynamic load but also the static situation is improved.
- the other belt element 4.1 is loaded as a lower belt to train and pressure depending on the dynamics.
- This stiffening element 7.3 may be formed as any element and are connected to any connection points, of the two a track section 1.1 to 1.4 forming trusses 5 with associated cross struts 6 and the other belt element 4.1 in the connecting region of this cross ⁇ strive 6 with this contribution belt element 4.1 Will be provided.
- the track element 1 after Fi gur ⁇ 2 corresponds to that of the prior art according to EP 2 156 870 Bl known and shown in Figure 8 track element 1, but according to Figure 1 in addition a fourth stiffening plane A4 is realized by means of diagonal struts 7.3.
- this track element 1 comprises according to Figure 2, a DreigurtSystem having first and second, formed as tracks 2 and 3 chord member 2 and 3 and with a drit ⁇ th or more, designed as a tension or compression member belt member 4.1.
- the two parallel tracks 2 and 3 are connected to one another for forming the first stiffening plane AI via trusses 5 or 5.1 and connected to the other ⁇ ren by means of cross struts 6 or 6.1 respectively to the other Gur ⁇ telement 4.1.
- the track 3 is 4.1, the second Ver ⁇ steifungsebene A2 and the track 2 together with the cross members 6 and the other chord member 4.1 the third Versteifungsebe ⁇ ne A3, together with the cross members 6 and the other chord member.
- the ends of the other chord member 4.1 are formed with flan ⁇ 's 4.11 and 4.12, the ELEMENTS 1 for connecting the Gleise- to a track system 10 are required.
- a cross member 5 or 5.1 and two transverse struts 6 and 6.1 are arranged in a transversely to the tracks 2 and 3 and the wider ⁇ ren belt member 4.1 extending plane, so that thereby track sections 1.1 to 1.7 are generated.
- the traverses 5.1 differ from the cross members 5 in that the cross members are provided with the associated Querstre ⁇ ben 6.1 connection with a prop head having Column- 9.1 9 5.1.
- the track elements 1 are connected with vertical veran ⁇ kerte supports in the ground, so that the entire track system of such supports is worn.
- An arbitrary support ⁇ zenanowski is possible, for example. For a monorail.
- Such support alarm zenan gleich 9 is formed as a planar element having a triangular contour, so that this FLAE ⁇ chenelement to the ⁇ associated cross braces may be connected to each other contour with a crossbar 5.1 and 6.1.
- all track sections 1.1 to 1.7 are equipped with diagonal braces 7.1 and 7.2, which are each connected at one end to the trusses 5 or 5.1 and at their other end the respective track section diagonally bridging with the other belt element 4.1 and there with the ends the opposite transverse struts 6 form a corner.
- two diagonal braces are 7.1 and 7.2 provided on the basis of the cross member 5.1 of the adjacent track ⁇ sections, which are each opposite 1.1 and 1.2 is connected to the other strap element 4.1 at the ends of the opposite transverse struts 6 of Gleisabschnit- tes.
- a corresponding structure can also be seen on the traverse 5.1 of the track sections 1.6 and 1.7.
- 2 and 3 are the track sections 1.1 to 1.5 and 1.7 diagonal überbrü ⁇ ADORABLE 7.0 diagonal strut is also provided in the plane of the tracks.
- 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.
- Such a structure with a diagonal brace 7.3 as auctioning ⁇ Fung element of the fourth Aussteifungsebene A4 is shown in FIG 2 to he ⁇ also know in the adjacent track sections 1.6 and 1.7, where each such diagonal strut 7.3 centrally to these two track sections 1.6 and 1.7 connecting Tra ⁇ verse 5.1 is connected and each bridge this track sections 1.6 and 1.7 towards the other belt element 4.1 diagonally.
- the track section 1.5 of Figure 2 with such a diagonal strut 7.3 is provided as a stiffening element of the fourth Aussteifungsebene A4, which is also centrally connected to the two track sections se 1.5 and 1.6 connecting travertine 5 and the track section 1.5 towards the wide ⁇ ren chord member 4.1 bridged diagonally.
- Figure 2 of the track section 1.6 with a first Ver ⁇ steifungsstrebe 8.1 and a second stiffening strut 8.2 is formed, so that these two stiffening struts 8.1 and 8.2 extending in the plane formed by the two rails 2 and 3 plane.
- FIG. 5 shows two track elements 1 connected via flanges 4.11 and 4.12 whose track sections 1.6 and 1.7 or 1.1 and 1.2 correspond structurally to the track sections 1.1 and 1.2 according to FIG . So that is the two track sections 1.6. and 1.7 connecting truss 5.1 and the associated cross struts 6.1 with a support head 9.1 having Stüt zenan gleich 9 ⁇ out .
- Figure 6 shows two connected via flanges 4.1 and 4.2 track sections 1.1 and 1.2 as a further embodiment.
- the track section 1.1 of the track element 1 of Figure 6 is identical to that track section 1.6 of the track element 1 constructed according to Figure 2 and also has in addition to the diagonal ⁇ strut 7.3 as a stiffening element of the fourth Aussteifungs behavior A4 additionally two stiffening struts 8.1 and 8.2.
- a first stiffening strut 8.1 and a second stiffening strut 8.2 are provided on the cross member 5.1 forming the track section 1.1 in the direction of the adjacent track section 1.2 next to a diagonal strut 7.3 as stiffening element of the fourth stiffening plane A4.
- Stiffening struts 8.1 and 8.2 of the track section 1.2 have their ends respectively to an end of the traverse 5.1 angebun ⁇ and extend as a V-shape to the center of the cross member located opposite to ⁇ 5.
- the adjoining Gleisab- section 1.3 has just beside the two diagonal struts 7.1 and 7.2 a diagonal strut 7.3 as a stiffening element of the fourth Aussteifungsebene A4, but is instead of the stiffening struts 8.1 and 8.2 a diagonal strut 7.0 provided with ⁇ .
- the last two track sections 1.6 and 1.7 of the other track element 1 of Figure 6 also have a Diagonalstre ⁇ be 7.3 as a stiffening element of the fourth Aussteifungsebene A4, said diagonal strut 7.3 and the two Diagonal- struts 7.1 and 7.2 with a traverse 5 at the end of the slide ⁇ siatas 1 or with the two track sections 1.6 and 1.7 connecting truss 5 are connected.
- first and second stiffening strut 8.1 and 8.2 je ⁇ Weils to the end of this cross member 5 and on the other hand to the track section 1.6 as well as a first and second Ver - stiffening strut 8.1 and 8.2 respectively connected to the end of this Tra ⁇ verse 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.
- 7 shows a track element 1 of a track system 10 by means of a wel ⁇ ches ViergurtSystems is constructed.
- This four ⁇ belt system consists of a first and second belt member, form the parallel tracks 2 and 3, and two other chord members, ie a third and fourth strap 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 AI.
- the other two chord members 4.1 and 4.2 are forming a parallel to the first planar stiffening ⁇ AI stiffening level AO about 6.2 transverse struts as well as other cross-struts 6 with the rails 2 and 3 ver ⁇ prevented.
- the trusses 5 are spaced apart along with the transverse struts 6 and 6.2 in each transversely to the tracks 2 and 3 duri ⁇ fenen planes arranged 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 AI, A2, A3 and A0 arranged diagonal struts 7.0, 7.1, 7.2 and 7.4.
- a diagonal brace 7.3 is used in the track section 1.1 as a stiffening element. arranged element and spans diagonally this track ⁇ cut 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 strut of the cross member 5 is 7.3 with mög ⁇ Lich. Furthermore, such a fourth stiffening layer A4 can also be realized in the other track sections 2.1 to 6.1 with ⁇ means of a stiffening element 7.3.
- the track sections can be amplified in accordance with 8.2 and 8.3 the track sections 1.1 and 1.2 or 1.6 and 1.7 of the track elements 1 according to Figure 6 in this embodied as ViergurtSystem track element 1 1.1 to 1.6 with arranged in the ers ⁇ th stiffening level AI stiffening struts 8.1.
- the diagonal struts 7.0, 7.1, 7.2 and 7.3 and the stiffening struts 8.1, 8.2 and 8.3 described in FIGS. 2 to 6 are in the manner with the trusses 5 and 5.1, the transverse struts 6 and 6.1 and the further belt element 4.1 ver ⁇ bound, as disclosed in EP 2 156 870 Bl explained in the introduction.
- the these diagonal braces may be 7.0, 7.1, 7.2 and 7.3 arranged such that they are carried out from egg ⁇ ner platen 5 or 5.1 not directly to the other element Gurtele ⁇ 4.1, but for example, directly to a Stüt- zenan gleich 9 or on a transverse strut 6 or 6.1 in the range of their attachment points to the other belt 4.1.
- these diagonal struts are 7.0, 7.1 and 7.2 are not tethered to a cross 5 or 5.1 but also centrally on a transverse strut 6 or 6.1 Kgs ⁇ nen.
Abstract
Description
Claims
Priority Applications (11)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES14772386T ES2742332T3 (es) | 2013-10-02 | 2014-09-25 | Sistema de vía para una atracción de feria, en particular para una montaña rusa o monorraíl suspendido |
EP14772386.0A EP3052210B1 (de) | 2013-10-02 | 2014-09-25 | Gleissystem für ein fahrgeschäft, insbesondere für eine achter- oder hängebahn |
PL14772386T PL3052210T3 (pl) | 2013-10-02 | 2014-09-25 | Układ szynowy dla urządzenia rekreacyjnego, w szczególności dla kolejki górskiej lub kolejki podwieszanej |
AU2014331267A AU2014331267B2 (en) | 2013-10-02 | 2014-09-25 | Track system for an amusement ride, in particular for a roller coaster or suspension rail |
CA2925044A CA2925044C (en) | 2013-10-02 | 2014-09-25 | Track system for an amusement ride, in particular, for a roller coaster or suspension railway |
CN201480055011.8A CN105636657B (zh) | 2013-10-02 | 2014-09-25 | 游乐设施尤其过山车或悬浮火车用轨道系统 |
DK14772386.0T DK3052210T3 (da) | 2013-10-02 | 2014-09-25 | Skinnesystem til en forlystelse, især til en rutsjebane eller hængebane |
EP19181056.3A EP3574968B1 (de) | 2013-10-02 | 2014-09-25 | Gleissystem für ein fahrgeschäft, insbesondere für eine achter- oder hängebahn |
US15/023,308 US10058788B2 (en) | 2013-10-02 | 2014-09-25 | Track system for an amusement ride, in particular for a roller coaster or suspension railway |
JP2016546158A JP6280230B2 (ja) | 2013-10-02 | 2014-09-25 | アミューズメント用乗り物、特に、ローラコースタ又は宙吊りレールウエイのための軌道システム |
HK16112000.5A HK1223585A1 (zh) | 2013-10-02 | 2016-10-18 | 遊樂設施尤其過山車或懸浮火車用軌道系統 |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102013220067.6 | 2013-10-02 | ||
DE102013220067.6A DE102013220067B4 (de) | 2013-10-02 | 2013-10-02 | Gleissystem für ein Fahrgeschäft, insbesondere für eine Achter- oder Hängebahn |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2015049162A1 true WO2015049162A1 (de) | 2015-04-09 |
Family
ID=51619200
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2014/070541 WO2015049162A1 (de) | 2013-10-02 | 2014-09-25 | Gleissystem für ein fahrgeschäft, insbesondere für eine achter- oder hängebahn |
Country Status (13)
Country | Link |
---|---|
US (1) | US10058788B2 (de) |
EP (2) | EP3052210B1 (de) |
JP (1) | JP6280230B2 (de) |
CN (1) | CN105636657B (de) |
AU (1) | AU2014331267B2 (de) |
CA (1) | CA2925044C (de) |
DE (4) | DE102013220067B4 (de) |
DK (2) | DK3574968T3 (de) |
ES (2) | ES2742332T3 (de) |
HK (1) | HK1223585A1 (de) |
HU (2) | HUE059866T2 (de) |
PL (2) | PL3574968T3 (de) |
WO (1) | WO2015049162A1 (de) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2019193038A1 (de) * | 2018-04-06 | 2019-10-10 | Ingenieurbüro Stengel Gmbh | Fahrrohrstück, schienenstück, sowie achterbahnanordnung mit denselben |
DE102020118049A1 (de) | 2020-07-08 | 2022-01-13 | Ingenieurbüro Stengel Gmbh | Fachwerkschiene, sowie Achterbahnanordnung mit derselben |
Families Citing this family (12)
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 |
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 |
EP3924077A4 (de) | 2019-02-14 | 2023-02-08 | The Gravity Group, LLC | Bahn für ein rollendes fahrzeug und verfahren zur herstellung und montage der bahn |
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 |
USD976354S1 (en) * | 2020-03-13 | 2023-01-24 | Ingenieurbuero Stengel Gimbh | Roller coaster track section |
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 (en) * | 2021-11-15 | 2023-05-19 | Antonio Zamperla S.P.A. | Track segment and track comprising such track segment for an amusement ride |
KR102493670B1 (ko) * | 2022-06-16 | 2023-01-31 | 이엠티씨 주식회사 | 궤도차량 주행용 레일 장치 |
Citations (5)
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 |
US6047645A (en) * | 1998-06-26 | 2000-04-11 | Setpoint Engineered Systems, Inc. | Truss track assembly and side mount roller coaster vehicle |
DE202009008256U1 (de) * | 2009-06-16 | 2010-01-07 | Schumacher, Sascha | Schienenelemente |
EP2156870B1 (de) | 2008-08-22 | 2011-01-19 | Mack Rides GmbH & Co. KG | Achterbahn mit fachwerkartigen Gleiselementen |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4489659A (en) | 1979-01-10 | 1984-12-25 | Hitachi, Ltd. | Truss-type girder for supporting a movable body |
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 |
EP1904204A1 (de) * | 2005-05-20 | 2008-04-02 | William J. Kitchen | Fahrerbeförderung mit radnabe |
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 |
-
2013
- 2013-10-02 DE DE102013220067.6A patent/DE102013220067B4/de not_active Expired - Fee Related
-
2014
- 2014-09-25 WO PCT/EP2014/070541 patent/WO2015049162A1/de active Application Filing
- 2014-09-25 EP EP14772386.0A patent/EP3052210B1/de active Active
- 2014-09-25 HU HUE19181056A patent/HUE059866T2/hu unknown
- 2014-09-25 ES ES14772386T patent/ES2742332T3/es active Active
- 2014-09-25 US US15/023,308 patent/US10058788B2/en active Active
- 2014-09-25 PL PL19181056.3T patent/PL3574968T3/pl unknown
- 2014-09-25 HU HUE14772386 patent/HUE044711T2/hu unknown
- 2014-09-25 DE DE202014011579.6U patent/DE202014011579U1/de active Active
- 2014-09-25 DK DK19181056.3T patent/DK3574968T3/da active
- 2014-09-25 EP EP19181056.3A patent/EP3574968B1/de active Active
- 2014-09-25 CN CN201480055011.8A patent/CN105636657B/zh active Active
- 2014-09-25 JP JP2016546158A patent/JP6280230B2/ja active Active
- 2014-09-25 DK DK14772386.0T patent/DK3052210T3/da active
- 2014-09-25 DE DE202014011581.8U patent/DE202014011581U1/de active Active
- 2014-09-25 PL PL14772386T patent/PL3052210T3/pl unknown
- 2014-09-25 DE DE202014011342.4U patent/DE202014011342U1/de active Active
- 2014-09-25 AU AU2014331267A patent/AU2014331267B2/en active Active
- 2014-09-25 ES ES19181056T patent/ES2927499T3/es active Active
- 2014-09-25 CA CA2925044A patent/CA2925044C/en active Active
-
2016
- 2016-10-18 HK HK16112000.5A patent/HK1223585A1/zh unknown
Patent Citations (5)
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 |
US6047645A (en) * | 1998-06-26 | 2000-04-11 | Setpoint Engineered Systems, Inc. | Truss track assembly and side mount roller coaster vehicle |
EP2156870B1 (de) | 2008-08-22 | 2011-01-19 | Mack Rides GmbH & Co. KG | Achterbahn mit fachwerkartigen Gleiselementen |
DE202009008256U1 (de) * | 2009-06-16 | 2010-01-07 | Schumacher, Sascha | Schienenelemente |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2019193038A1 (de) * | 2018-04-06 | 2019-10-10 | Ingenieurbüro Stengel Gmbh | Fahrrohrstück, schienenstück, sowie achterbahnanordnung mit denselben |
DE102020118049A1 (de) | 2020-07-08 | 2022-01-13 | Ingenieurbüro Stengel Gmbh | Fachwerkschiene, sowie Achterbahnanordnung mit derselben |
WO2022008161A1 (de) | 2020-07-08 | 2022-01-13 | Ingenieurbüro Stengel Gmbh | Fachwerkschiene, sowie achterbahnanordnung mit derselben |
Also Published As
Publication number | Publication date |
---|---|
EP3574968A2 (de) | 2019-12-04 |
PL3052210T3 (pl) | 2020-03-31 |
CN105636657A (zh) | 2016-06-01 |
EP3052210B1 (de) | 2019-06-26 |
HK1223585A1 (zh) | 2017-08-04 |
JP6280230B2 (ja) | 2018-02-14 |
CA2925044C (en) | 2018-12-04 |
CA2925044A1 (en) | 2015-04-09 |
AU2014331267A1 (en) | 2016-04-14 |
DE202014011579U1 (de) | 2022-11-10 |
JP2016537155A (ja) | 2016-12-01 |
DE102013220067A1 (de) | 2015-04-02 |
HUE059866T2 (hu) | 2023-01-28 |
DE202014011581U1 (de) | 2022-12-16 |
DK3574968T3 (da) | 2022-09-05 |
EP3574968B1 (de) | 2022-06-01 |
PL3574968T3 (pl) | 2022-11-07 |
ES2742332T3 (es) | 2020-02-13 |
US10058788B2 (en) | 2018-08-28 |
CN105636657B (zh) | 2017-12-29 |
DK3052210T3 (da) | 2019-08-26 |
HUE044711T2 (hu) | 2019-11-28 |
EP3052210A1 (de) | 2016-08-10 |
US20160250560A1 (en) | 2016-09-01 |
EP3574968A3 (de) | 2020-02-12 |
ES2927499T3 (es) | 2022-11-07 |
DE102013220067B4 (de) | 2018-10-11 |
DE202014011342U1 (de) | 2019-07-25 |
AU2014331267B2 (en) | 2017-07-27 |
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