CN105386374A - Structural beam suitable for supporting equipment - Google Patents
Structural beam suitable for supporting equipment Download PDFInfo
- Publication number
- CN105386374A CN105386374A CN201510556334.1A CN201510556334A CN105386374A CN 105386374 A CN105386374 A CN 105386374A CN 201510556334 A CN201510556334 A CN 201510556334A CN 105386374 A CN105386374 A CN 105386374A
- Authority
- CN
- China
- Prior art keywords
- brace summer
- beam body
- longitudinal beam
- link
- length
- 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.)
- Pending
Links
- 230000006641 stabilisation Effects 0.000 claims description 5
- 238000010586 diagram Methods 0.000 description 12
- 238000000034 method Methods 0.000 description 6
- 230000007423 decrease Effects 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 238000005096 rolling process Methods 0.000 description 3
- 241001669679 Eleotris Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000007799 cork Substances 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000001228 spectrum Methods 0.000 description 1
- GOLXNESZZPUPJE-UHFFFAOYSA-N spiromesifen Chemical compound CC1=CC(C)=CC(C)=C1C(C(O1)=O)=C(OC(=O)CC(C)(C)C)C11CCCC1 GOLXNESZZPUPJE-UHFFFAOYSA-N 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
- E01B29/16—Transporting, laying, removing, or replacing rails; Moving rails placed on sleepers in the track
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F9/00—Devices for lifting or lowering bulky or heavy goods for loading or unloading purposes
- B66F9/06—Devices for lifting or lowering bulky or heavy goods for loading or unloading purposes movable, with their loads, on wheels or the like, e.g. fork-lift trucks
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F9/00—Devices for lifting or lowering bulky or heavy goods for loading or unloading purposes
- B66F9/06—Devices for lifting or lowering bulky or heavy goods for loading or unloading purposes movable, with their loads, on wheels or the like, e.g. fork-lift trucks
- B66F9/065—Devices for lifting or lowering bulky or heavy goods for loading or unloading purposes movable, with their loads, on wheels or the like, e.g. fork-lift trucks non-masted
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B26/00—Tracks or track components not covered by any one of the preceding groups
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Transportation (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Mechanical Engineering (AREA)
- Railway Tracks (AREA)
- Bridges Or Land Bridges (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A structural beam (1) adapted to support equipment (2), in particular a railway rail, said beam (1) including a longitudinal body (10) comprising a first connecting end (11) and a second connecting end (12) adapted for connecting to movement means (31, 32), and a plurality of linking elements (13), distributed along said longitudinal body (10), which are adapted to be linked to said equipment (2) in order to suspend said longitudinal body (10).
Description
Technical field
The present invention relates to brace summer and assembly, particularly relate to brace summer when railway is overhauled and assembly.
Background technology
Railway, is also referred to as railway, can longitudinally lay, and comprises two long rails be arranged on transverse sleeper.Every root long rails is all made up of multistage track; Described rail section is welded on its endpoint location in an integral manner, and track is rested the head on in-orbit.
Because railroad train is current on railway can produce wearing and tearing, need regularly to adopt new long rails to change there being discarded long rails.
According to patent application FR2847917A1, railroad train (work train) can be used to deposit new long rails, and described track is placed in maintenance area.In its use procedure, the shortcoming of described railroad train is, can take need change railway close on railway.When two railway terminal can only be connected by two adjacent railways, certain loss can be caused like this, and it is any current therefore to forbid between railway terminal, thus causes serious traffic congestion, and allow railway network operator miss revenue opportunities.Because these shortcomings, railway replacement operation can only be carried out at night, so just can extend the time needed for replacement operation widely.
In addition, according to patent application FR2394641A1, rolling stock comprises a rail section and lays beam, is supported by ceiling mounted arm.The volume of described rolling stock is comparatively large, and weight is also comparatively large, so just can hinder and operates easily described beam and described arm and transport.
Summary of the invention
The object of this invention is to make up these shortcomings, and advise out a kind of device support beam, especially rail can be supported, thus be convenient to operate on it and transport, even if within the scope of device length, distribution of weight is uneven like this, also can ensure in all directions to support reliably equipment.
The present invention arises at the historic moment in railway territory, but but goes for all spectra that needs to carry out equipment conveying, longitudinal equipment that preferably its weight is larger.
At this point, this invention relates to a kind of brace summer, for fastening, and especially rail; Described brace summer comprises longitudinal beam body; Described longitudinal beam body comprises the first link and the second link, is used for being connected with the second moving conveyor with the first moving conveyor; And comprise some links along described longitudinal beam body distribution, be used for being connected with described equipment, thus described equipment be suspended on described longitudinal beam body; Described longitudinal beam body comprises some standalone modules, mutually removably connects.
Brace summer can adopt its end points to support, thus optimizes the length of longitudinal beam body, makes it distribute and transmits active force received on link.Because in order to support same equipment, compare with previous processes, according to the brace summer described in this invention, there is restriction length, and finite volume; Previous processes uses brace summer on work train, and adopts hoisting crane or similar devices, makes brace summer remain on its center.
Preferably, longitudinal beam body has modular construction, so that can deposit with less volume.Therefore, brace summer can be placed in small size road vehicle, thus avoids the same with previous processes, needs by rolling stock.
Further preferably, longitudinal beam body comprises multiple standalone module, removably mutually connects respectively.Therefore, preferably, standalone module is stacked, thus greatly limit its volume.
Preferably, longitudinal beam body can regulate its length, thus can match with the size of equipment to be supported, and conforms to the related request of the displacement path of brace summer.In addition, the longitudinal beam body of adjustable in length, can use on narrower passage.
Preferably, longitudinal beam body comprises multiple standalone module be hinged, and is convenient to like this adjust the length of brace summer, and is convenient to deposit.Preferably, the configuration of longitudinal beam body is used for launching in the horizontal plane, preferably can launch in tunnel.
Content according to this invention, longitudinal beam body has scalability at least partially, thus at use location rapid deployment, and can limit its volume completely at deposit position.
Other aspects according to this invention, longitudinal beam body has scissor structure at least partially, thus at use location rapid deployment, and can limit its volume completely at deposit position.
Preferably, brace summer can heart location arrangements connection device wherein, is connected, thus limits its weight with hoisting crane or similar devices.
Preferably, longitudinal beam body is made up of steel or synthetic materials, so that limit its weight, and has larger mechanical strength, especially has stronger flexural strength.Preferably, the configuration of longitudinal beam body is used for supporting larger weight; In the present embodiment, the weight being about 8 tons can be supported.
Preferably, the length of longitudinal beam body is about 30 meters, can carry out the equipment that supported weight is comparatively large or length is longer so in a stable manner.
Preferably, brace summer comprises autonomous stabilisation device, for preferably supporting multiple pillar on the ground.Therefore, brace summer can be installed/be deployed in above the ground, carries out unnecessary operation without the need to operating personnel.Preferably, autonomous stabilisation device is integrated in each standalone module of brace summer.
This invention relates to the assembly be made up of previously described brace summer, the first moving conveyor and the second moving conveyor equally; Described first moving conveyor and the second moving conveyor are connected with the second link with the first link of brace summer respectively, so that move.Being also advantageous in that of described assembly, can fast and reliable ground mobile device, and without the need to by means of work train used in previous processes.
Brace summer provided by the invention and assembly are convenient to carry out operating and transporting.
Accompanying drawing explanation
In order to be illustrated more clearly in embodiments of the invention, be described to the accompanying drawing used required for describing in the embodiment of the present invention below:
Fig. 1 has set forth the schematic diagram when supporting longitudinal rail according to brace summer side described in this invention; Each end points of described brace summer is supported by conveyer;
Fig. 2 has set forth the schematic diagram according to brace summer side described in this invention; Described brace summer comprises some Detachable independent modular;
Fig. 3 has set forth the exploded view of brace summer described in Fig. 2;
Fig. 4 has set forth the schematic diagram according to retractable support beam side described in this invention; Described brace summer is positioned at use extended position;
Fig. 5 has set forth the schematic diagram of brace summer side described in Fig. 4; Described brace summer is positioned at deposit position;
Fig. 6 has set forth the schematic diagram according to hinged support beam side described in this invention; Described brace summer is positioned at use extended position;
Fig. 7 has set forth the schematic diagram above brace summer described in Fig. 6;
Fig. 8 has set forth the schematic diagram of brace summer side described in Fig. 6; Described brace summer is positioned at middle use location;
Fig. 9 has set forth the schematic diagram above brace summer described in Fig. 8;
Figure 10 has set forth the schematic diagram of hinged support beam side described in Fig. 6; Described brace summer is positioned at deposit position;
Figure 11 has set forth the schematic diagram above brace summer described in Figure 10;
Figure 12 has set forth the schematic diagram according to scissors-type brace summer side described in this invention; Described brace summer is positioned at use extended position; And
Figure 13 has set forth the schematic diagram of brace summer side described in Figure 12; Described brace summer is positioned at deposit position.
It should be noted that drawings in detail of the present invention, can be used for implementing the present invention; Where necessary, described accompanying drawing can be used for defining this invention better.
Detailed description of the invention
Brace summer according to this invention, for the support aspect towards longitudinal railway equipment; Certainly, this invention may be used for supporting various types of equipment (guardrail, ramp, railing, longeron, beam etc.), so that can carry out various types of commercial Application.
Described brace summer especially can be used for loading and unloading various equipment, even if the unbalanced equipment of weight; That is, in its length range, its weight is uneven distribution.After using described brace summer, mechanical stress can distribute equably, and the unlikely equipment that allows causes risk of distortion.
Known with reference to figure 1, come schematically to set forth the brace summer 1 described in this invention; Described brace summer can transport longitudinal rail 2 between rail storage space and servicing area.
Brace summer 1 is structural beams, because brace summer 1 can transmit larger mechanicals efforts, especially supported weight can comparatively be approximately the equipment of 8 tons.
In the present embodiment, brace summer 1 has the vertical height larger than lateral thickness, so that have larger flexural strength, thus limits its volume comprehensively.
Known with reference to figure 1, brace summer 1 comprises longitudinal beam body 10, and described longitudinal beam body 10 length is greater than 30 meters, so that support the large length device of such as long rails and so on.
Brace summer 1 comprises the first link 11 and the second link 12, for being connected with gearshift, especially with the first moving conveyor 31 and the second moving conveyor 32 of such as highway automatic equipment or railway automatic equipment and so on.Preferably, each first link 11 and the second link 12 are in significantly spherical, so that can and the first moving conveyor 31 and the second moving conveyor 32 form chain connection, thus when it moves, limit the various stress relevant to the wheel shaft play of brace summer 1.Therefore, preferably, if because ground flat degree, and make the first moving conveyor 31 and the second moving conveyor 32 occur tilting, brace summer 1 can reach VE automatically.Certainly, the first link 11 and the second link 12 of other types can be designed equally.
Preferably, the first link 11 and the second link 12 comprise the U-shaped case be arranged on free pivot, and articulated mounting; Described articulated mounting can form globe joint in a usual manner, so that limited the wheel shaft play on brace summer 1 as described later.The advantage of spherical link is especially, has limited cost.
Described first link 11 and the second link 12 can carry out supported beam 1 by its end points, thus the distribution of forces that can be produced by equipment 2 is in an optimized way in the whole length range of longitudinal beam body 10.Therefore, brace summer 1 can at the larger equipment 2 of the situation lower support weight of limited length, and unlikely generation risk of breakage.
Preferably, each end points part of longitudinal beam body 10 has cross section of successively decreasing; As shown in Figure 1, successively decrease, so that limit its wheel shaft play from the center of longitudinal longitudinal beam body 10 toward its first link 11 and the second link 12 in its cross section.
The longitudinal beam body 10 of brace summer 1, has great intensity, especially has great intensity when buckling, and its lighter in weight.Preferably, the longitudinal beam body 10 of brace summer 1 is hollow beam body.Preferably, longitudinal beam body 10 has protecting sheathing, when brace summer 1 loads and unloads, can avoid any risk causing operating personnel injured.
Known with reference to figure 1, brace summer 1 comprises multiple link 13, and described link 13 distributes along described longitudinal beam body 10, for being connected with equipment 2, thus equipment 2 can be hanging on described longitudinal beam body 10.In other words, multiple link 13 constitutes guy device, namely along the load hanging apparatus of some area distribution spaced apart from each other.
Preferably, at least multiple link 13, can vertically move by beam body 10 along the longitudinal, so that link 13 and every platform can be allowed to need the shape of fastening and distribution of weight situation to match.Preferably, link 13 can realize mechanization and move, and preferably moves under operating personnel commander.
In the present embodiment, each link 13, all in soft annular, so that by below equipment 2, thus can be raised up.Certainly, link 13 can take various forms.
Described link 13, may support the railway equipment of such as half track switch, road frog rail etc. and so on, and not consider its weight and/or its position of centre of gravity.In addition, when supporting, the shape of equipment 2, size and surface state are all unaffected, are very favorable like this.
In its use procedure, brace summer 10 has larger length, thus is convenient to carry out fastening 2 in the mode of balance and stability.Otherwise when it is deposited, the length of brace summer 10 decreases, thus limits its volume, and is convenient to transport, be especially convenient to adopt truck to carry out highway transportation, preferably, adopt 1 class semi-mounted truck to transport.
Preferably, referring to figs. 2 and 3 known, the longitudinal beam body 10 of brace summer 1 comprises multiple standalone module 100; Described standalone module 100 removably connects mutually.In the present embodiment, the longitudinal beam body 10 of brace summer 1 comprises 7 standalone modules 100, but obviously, the quantity of standalone module 100 may be different.
Preferably, the length of standalone module 100 is less than 20 meters, so that described standalone module 100 can be left in 1 class semi-mounted truck.
Preferably, standalone module 100 has different length, so that can assemble brace summer 1 in the length range expected.
Known with reference to figure 3, each standalone module 100 at least comprises linkage at its longitudinal end points, and described linkage is connected with other standalone modules 100 of brace summer 10.Preferably, linkage can aim at the center of two continuous standalone modules 100.In linkage, male linkage 101 and female linkage 102 can being divided into, supporting the use for carrying out entirety, and the structure function power on standalone module 100 can be transferred on another standalone module.
Give an example, known with reference to figure 3, the public linkage 101 of every platform is all in longitudinal falcon ligule, and the female linkage 102 of every platform is then in longitudinal fluting shape (cannot see in the drawings); Its shape and the complementation of falcon tongue.Therefore, when two standalone modules 100 are connected into entirety, need in mode accurately, standalone module to be aligned.Further preferably, each standalone module 100 comprises the locking device for assembling two standalone modules 100; Described two standalone modules 100 need to be assembled into an entirety continuously.In the present embodiment, known with reference to figure 3, each standalone module 100 comprises the horizontal opening 103 be positioned on its linkage 101,102, so that the standalone module 100 that alignment pin or pin can be adopted to carry out locking two assembled.Certainly, locking device may be different.In fact, locking device can be integrated in linkage 101,102.
In the present embodiment, brace summer 1 is symmetrical structure.In addition, the core of brace summer 1 has obviously constant central cross-section, is conducive to fastening 2 in a balanced fashion like this.In addition, standalone module 100 quantity of brace summer 1, can according to the length adjustment needing padded equipment 2.
Preferably, the longitudinal beam body 10 of brace summer 1 can be assembled in liftoff high-altitude.Autonomous stabilisation device (not pointing out in figure) can be adopted to allow longitudinal beam body 10 remain on liftoff high empty position, so that can support on ground.
Autonomous stabilisation device is preferably pillar-shaped, so that when it is assembled, can position and rest on standalone module 100.Preferably, each standalone module 100 includes collapsible lateral column.Further preferably, each lateral column is all equipped with mechanical driving device, so that by its folded/expanded.Further preferably, each pillar includes hinged supporting plate, so that can match with the ground surface or terrain of support column.According to another form of implementation, known with reference to figure 4 and Fig. 5, the longitudinal beam body 10 of brace summer 1 comprises multiple standalone module 200, for mutual interlocking, thus forms extensible canopy.In the present embodiment, the longitudinal beam body 10 of brace summer 1 comprises 3 standalone modules 200, but obviously, the quantity of standalone module 200 may be different.Preferably, the length of standalone module 200 is less than 15m, is preferably less than 10m, so that standalone module 200 can be left in 1 class semi-mounted truck.In the present embodiment, standalone module 200 has different cross sections, so that can be mutually nested.
Preferably, the length of described extensible canopy can regulate rapidly between its use location (consulting Fig. 4) and deposit position (consulting Fig. 5) thereof.In addition, the length of brace summer 1 needs to be consistent with needing the length of padded equipment 2.
According to another embodiment, known with reference to figure 6 to Figure 11, the longitudinal beam body 10 of brace summer 1 comprises multiple standalone module 300, for mutually folding, especially folds according to the mode shown in Figure 10.In the present embodiment, the longitudinal beam body of brace summer 1 comprises 3 standalone modules 300, but certainly, the quantity of standalone module 300 may be different.Preferably, the length of standalone module 300 is less than 15 meters, so that can leave in 1 class semi-mounted truck.
As shown in Figure 9, two continuous print standalone modules 300 can be connected with its longitudinal end points by its articulated mounting 301; Described articulated mounting 301 is containing another standalone module 300 of brace summer 1.In the present embodiment, articulated mounting 301 configuration is used for allowing to rotate along the orientation with longitudinal oriented perpendicular; In described orientation, brace summer 1 can be placed on its use location.Preferably, articulated mounting 301 can configure for allowing it to rotate along vertical orientations, so that can be folded up by brace summer 1 in the horizontal plane.The advantage done so is especially, when vertical space is limited, when such as folding in tunnel, can be folded up by brace summer 1.
In the present embodiment, articulated mounting 301 is hinge shape, but, certainly, the articulated mounting of other types can be designed, such as toggle, flexible laminated spring etc.Preferably, brace summer 1 comprises mechanical expanding unit, especially jack.
Preferably, its loss height, the vertical distance separated by load mounting point and link is less, so just allows to produce larger amplitude along 3 axles, but needs to observe various requirement, the gauge of such as railway completely.
Preferably, the length of described collapsible brace summer 1, can regulate rapidly between its maximum length use location (consulting Fig. 6 and Fig. 7), its intermediate length use location (consulting Fig. 8 and Fig. 9) and deposit position (consulting Figure 10 and Figure 11).And the length of brace summer 1 needs to be consistent with needing the length of padded equipment 2.
According to another form of implementation, known with reference to Figure 12 and Figure 13, the longitudinal beam body 10 of brace summer 1 comprises scissor structure 400, so that can carry out folded/expanded like a cork fast.Described scissor structure 400 needs are known by insider, no longer describe in detail herein.
Longitudinal beam body 10 comprises end points section 401, and configuration is used for again obtaining active force in uniform mode.Preferably, each end points section 401 is triangular in shape, and its edge is connected with scissor structure 400; Its top that facing away from described edge comprises the first link 11 and the second link 12, as shown in Figure 12 and Figure 13.
Preferably, the length of described flexible brace summer 1 can regulate rapidly between its use location (consulting Figure 12) and deposit position (consulting Figure 13) thereof.In addition, the length of brace summer 1 needs to be consistent with needing the length of padded equipment 2.
In fact, for ease of being transported in maintenance area from storage area by rail, first operating personnel need to carry out highway truck unloading step; In this step, can deposit brace summer 1.
Subsequently, described brace summer is assembled or launched, so that have longer length, thus greater weight rail can be supported.Preferably, can pillar be adopted, allow brace summer 1 remain on high empty position above the ground.
First moving conveyor 31 and the second moving conveyor 32 are connected with the second link 12 with the first link 11 of brace summer 1 subsequently, so that make described brace summer 1 padded by its end points, thus reach the maximum length of brace summer 1, thus be convenient to transitional function power.
The link 13 of brace summer 1 is arranged in such as near the equipment 2 of rail; Described rail is laid on ground.In the present embodiment, link 13, along the length of brace summer 1, distributes in mode equidistant each other, that is to say, brace summer 1 is uniformly distributed its weight along its length range.Preferably, link 13 is according to the mode that equipment 2 hangs on brace summer 1 being arranged.In fact, when brace summer 1 is subjected to displacement, rail can be laid along the spacing of its vertical direction according at least 200cm, occurs variously toppling over phenomenon to limit.
Subsequently, the first moving conveyor 31 and the second moving conveyor 32 move on ground, then move on rail, so that arrive maintenance area.The advantage of the first link 11 and the second link 12 is, absorbs brace summer 1 when being subjected to displacement because of stress that the first moving conveyor 31 and the second moving conveyor 32 produce.In order to unclamp rail, the position of the link 13 that need decline, thus allow rail lay on the ground; Described rail will be installed on railway subsequently.
Adopting the brace summer 1 described in this invention, neither needing to re-use railroad train, the solid support beam also without the need to using its volume larger.
Claims (5)
1. a brace summer, for fastening, is characterized in that described brace summer comprises longitudinal beam body; Described longitudinal beam body comprises the first link and the second link, is used for being connected with the second moving conveyor with the first moving conveyor; And comprise some links along described longitudinal beam body distribution, be used for being connected with described equipment, thus described equipment be suspended on described longitudinal beam body; Described longitudinal beam body comprises some standalone modules, mutually removably connects.
2. according to brace summer according to claim 1, it is characterized in that, the length of described longitudinal beam body can regulate.
3. brace summer according to claim 1 and 2, is characterized in that, the length of described longitudinal beam body is at least greater than 30 meters.
4. brace summer according to claim 1, is characterized in that, described brace summer comprises autonomous stabilisation device, for preferably supporting multiple pillar on the ground.
5. an assembly, forms by according to described brace summer arbitrary in Claims 1-4, described first moving conveyor and described second moving conveyor; Described first moving conveyor is connected with described second link with described first link respectively with described second moving conveyor, so that move.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR1458188A FR3025227B1 (en) | 2014-09-02 | 2014-09-02 | STRUCTURAL BEAM ADAPTED TO SUPPORT EQUIPMENT |
| FR1458188 | 2014-09-02 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105386374A true CN105386374A (en) | 2016-03-09 |
Family
ID=51987300
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510556334.1A Pending CN105386374A (en) | 2014-09-02 | 2015-09-02 | Structural beam suitable for supporting equipment |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP2993264A1 (en) |
| CN (1) | CN105386374A (en) |
| CA (1) | CA2902330C (en) |
| FR (1) | FR3025227B1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106672565A (en) * | 2016-12-12 | 2017-05-17 | 西可林控制系统(上海)有限公司 | Large-span beam-free rail conveyer |
| CN112960574A (en) * | 2021-04-28 | 2021-06-15 | 徐工集团工程机械股份有限公司建设机械分公司 | Crane counterweight bracket and crane |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111362145A (en) * | 2020-04-13 | 2020-07-03 | 浙江中建路桥设备有限公司 | Bridge deck crane |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3425359A (en) * | 1966-09-20 | 1969-02-04 | Japan National Railway | Apparatus for handling track installations |
| EP0276646A1 (en) * | 1987-01-29 | 1988-08-03 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. | Installation for taking-up or laying as well as transporting lengths of assembled track |
| CN2196638Y (en) * | 1994-01-22 | 1995-05-10 | 胡正明 | Steel-track transport steering rack |
| CN101057037A (en) * | 2004-04-07 | 2007-10-17 | 弗兰茨普拉塞铁路机械工业股份有限公司 | Machine and method for transporting track switches |
| CN201151858Y (en) * | 2007-12-29 | 2008-11-19 | 南车洛阳机车有限公司 | Fixing rack of double block type ballastless track construction |
| CN203346743U (en) * | 2013-01-24 | 2013-12-18 | 中铁五局（集团）有限公司 | Lifting appliance structure for slide chair construction in underground short sleeper turnout construction |
| EP2403994B1 (en) * | 2009-02-25 | 2016-05-18 | W & D McCulloch Ltd. | Apparatus and method for the handling of railway sleepers |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB901841A (en) * | 1959-01-30 | 1962-07-25 | Head Wrightson & Co Ltd | Gantry |
| DE2439667A1 (en) * | 1974-08-19 | 1976-03-04 | Kaiser Preussag Aluminium Gmbh | Rail or road travelling gantry - has retractable rail bogies and jacks with bogies for travelling over ground |
| AT351576B (en) | 1977-06-16 | 1979-08-10 | Plasser Bahnbaumasch Franz | MOBILE DEVICE FOR LAYING TRACKS |
| GB2379701A (en) * | 2001-09-17 | 2003-03-19 | Balfour Beatty Plc | Rail installation |
| FR2847917B1 (en) | 2002-12-03 | 2006-07-14 | Geismar Ancien Ets L | METHOD FOR INSTALLING OR RENEWING RAILS OF AN IRONWAY TRACK, AND INSTALLATION FOR IMPLEMENTING SAID METHOD |
| FR2882043B1 (en) * | 2005-02-11 | 2007-05-11 | Peugeot Citroen Automobiles Sa | DEVICE FOR SUSPENSION OF A VEHICLE ENGINE |
-
2014
- 2014-09-02 FR FR1458188A patent/FR3025227B1/en active Active
-
2015
- 2015-08-20 EP EP15181821.8A patent/EP2993264A1/en not_active Withdrawn
- 2015-09-01 CA CA2902330A patent/CA2902330C/en active Active
- 2015-09-02 CN CN201510556334.1A patent/CN105386374A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3425359A (en) * | 1966-09-20 | 1969-02-04 | Japan National Railway | Apparatus for handling track installations |
| EP0276646A1 (en) * | 1987-01-29 | 1988-08-03 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. | Installation for taking-up or laying as well as transporting lengths of assembled track |
| CN2196638Y (en) * | 1994-01-22 | 1995-05-10 | 胡正明 | Steel-track transport steering rack |
| CN101057037A (en) * | 2004-04-07 | 2007-10-17 | 弗兰茨普拉塞铁路机械工业股份有限公司 | Machine and method for transporting track switches |
| CN201151858Y (en) * | 2007-12-29 | 2008-11-19 | 南车洛阳机车有限公司 | Fixing rack of double block type ballastless track construction |
| EP2403994B1 (en) * | 2009-02-25 | 2016-05-18 | W & D McCulloch Ltd. | Apparatus and method for the handling of railway sleepers |
| CN203346743U (en) * | 2013-01-24 | 2013-12-18 | 中铁五局（集团）有限公司 | Lifting appliance structure for slide chair construction in underground short sleeper turnout construction |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106672565A (en) * | 2016-12-12 | 2017-05-17 | 西可林控制系统(上海)有限公司 | Large-span beam-free rail conveyer |
| CN106672565B (en) * | 2016-12-12 | 2019-08-23 | 西可林控制系统(上海)有限公司 | A kind of large span is without beam orbit transporter and its control system |
| CN112960574A (en) * | 2021-04-28 | 2021-06-15 | 徐工集团工程机械股份有限公司建设机械分公司 | Crane counterweight bracket and crane |
| CN112960574B (en) * | 2021-04-28 | 2023-10-24 | 徐工集团工程机械股份有限公司建设机械分公司 | Bracket of crane counterweight and crane |
Also Published As
| Publication number | Publication date |
|---|---|
| CA2902330A1 (en) | 2016-03-02 |
| CA2902330C (en) | 2022-06-21 |
| FR3025227A1 (en) | 2016-03-04 |
| EP2993264A1 (en) | 2016-03-09 |
| FR3025227B1 (en) | 2021-04-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8534201B2 (en) | Multiple track railroad system | |
| ES2713511T3 (en) | Transport wagon with height compensation interface with respect to the ground and this mainly depending on the weight of the load to be transported | |
| US8578858B2 (en) | Transport installation with an aerial cable provided with a maintenance vehicle | |
| ES2594363T3 (en) | Combination of vehicles for rail transport | |
| EP3790668B1 (en) | Mobile screen body and mobile mineral material processing plant with support legs | |
| US20170232880A1 (en) | Transportable drop trailer | |
| US20170015531A1 (en) | Straddle carriers | |
| US20150291398A1 (en) | Adjustable module lift frame assembly | |
| CN105386374A (en) | Structural beam suitable for supporting equipment | |
| US20140027398A1 (en) | Method of assembly of a mobile crane, and mobile crane | |
| CN114572917B (en) | Tunnel maintenance construction operation car group | |
| CN103470097A (en) | Isolating net piece and carrier vehicle for loading isolating net pieces | |
| JP2021119101A (en) | How to rig and dig a jib system for a vehicle crane with a bracing device and a bracing device for a vehicle crane | |
| CA2872577A1 (en) | Adjustable module lift frame assembly | |
| US9238945B2 (en) | Base beam and self-propelled derrick rig assembly | |
| CA2902327C (en) | System and method for transport of equipment | |
| ES2387532T3 (en) | Handling-filming device for container or analogue and procedure for moving said devices in the absence of a container | |
| US9341028B2 (en) | Counterweight assembly for a self-propelled derrick rig assembly | |
| US9212524B2 (en) | Methods of supporting a self-propelled derrick rig | |
| FI130635B (en) | Oscillation of a processing device of a mobile plant for processing mineral materials | |
| JP4507913B2 (en) | Transporting and loading heavy objects | |
| US20140231609A1 (en) | Base beam for supporting a self-propelled derrick rig | |
| PL233088B1 (en) | Four-axle container trailer, preferably for transportation of ISO series containers on wheeled-vehicle roads | |
| SU925856A1 (en) | Direction device | |
| US10723596B2 (en) | Modular crane, transport unit for a modular crane and method for operating a crane of this type |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB02 | Change of applicant information |
Address after: France Denis Osbourne 93200 easy vote No. 2 Ellis Applicant after: French National Railway Mobile Corp. Applicant after: CIPAL Address before: France Denis Osbourne 93200 easy vote No. 2 Ellis Applicant before: SOCIETE NATIONALE DES CHEMINS DE FER FRANCAIS Applicant before: CIPAL |
|
| COR | Change of bibliographic data | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20160621 Address after: France Paris 75013 France Avenue 92 Applicant after: SNCF network Co. Applicant after: CIPAL Address before: France Denis Osbourne 93200 easy vote No. 2 Ellis Applicant before: French National Railway Mobile Corp. Applicant before: CIPAL |
|
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160309 |
|
| WD01 | Invention patent application deemed withdrawn after publication |