CN107697851A - A kind of fragment-free track slab reinforced frame hanging device - Google Patents
A kind of fragment-free track slab reinforced frame hanging device Download PDFInfo
- Publication number
- CN107697851A CN107697851A CN201710990274.3A CN201710990274A CN107697851A CN 107697851 A CN107697851 A CN 107697851A CN 201710990274 A CN201710990274 A CN 201710990274A CN 107697851 A CN107697851 A CN 107697851A
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- China
- Prior art keywords
- fixed
- bar
- track slab
- double
- fragment
- Prior art date
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
-
- 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
- B66F7/00—Lifting frames, e.g. for lifting vehicles; Platform lifts
- B66F7/10—Lifting frames, e.g. for lifting vehicles; Platform lifts with platforms supported directly by jacks
- B66F7/16—Lifting frames, e.g. for lifting vehicles; Platform lifts with platforms supported directly by jacks by one or more hydraulic or pneumatic jacks
- B66F7/20—Lifting frames, e.g. for lifting vehicles; Platform lifts with platforms supported directly by jacks by one or more hydraulic or pneumatic jacks by several jacks with means for maintaining the platforms horizontal during movement
-
- 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
- B66F7/00—Lifting frames, e.g. for lifting vehicles; Platform lifts
- B66F7/28—Constructional details, e.g. end stops, pivoting supporting members, sliding runners adjustable to load dimensions
Abstract
The present invention relates to a kind of high-speed railway track plate production technical field, specially a kind of fragment-free track slab reinforced frame hanging device, including the framework being made up of rigid components, the rigid components bottom are fixed with reinforcing bar grabbing device.The described framework being made up of rigid components is rectangular frame, and longitudinal beam and transverse beam are provided with the rectangular frame, and the longitudinal beam is fixed with reinforcing bar grabbing device with transverse beam bottom.The rectangular frame bottom is provided with bar reinforcement positioning device.The present invention realizes fragment-free track slab framework of steel reinforcement automation crawl and location and installation to mould inner question in track plates production, and automation degree of equipment is high, low cost simple in construction, and reliability is high, alleviates the working strength of worker, improves production efficiency.
Description
Technical field
The present invention relates to a kind of high-speed railway track plate production technical field, is specially a kind of automatic crawl fragment-free track slab
Framework of steel reinforcement is simultaneously automatically positioned the equipment being installed in mould.
Background technology
High speed railway fragments-free track slab is used in pre-tensioning system production process, before railway plate die carries out concreting,
Need the lifting placement in mould to include the skeleton reinforcing steel bar cage of deformed bar, then carry out the tensioning of deformed bar, then
Enter track sheet metal forming to pour.Formed because framework of steel reinforcement bends colligation by some single steel bars, also need to be put into what is arranged therebetween
Deformed bar, so, the area and weight of skeleton are all bigger.During lifting, if setting suspension centre very few, skeleton reinforcing steel bar
It is easy for being deformed, but if suspension centre is set too much, although the smaller frock of deformation is cumbersome, it is necessary to put into more manpower thing
Power just can be such that it is preferably adapted to mould, it is necessary to higher during current pre-tensioning system production line balance fragment-free track slab
Skeleton reinforcing steel bar lifting placement efficiency, can just make flowing water technique unaffected.
It is because of the less regular characteristic of skeleton reinforcing steel bar cage and also subsidiary by the complicated factor for being equipped with deformed bar therebetween, cause
At present without the equipment for meeting such technical requirements, so at this stage there is still a need for the intervention of more manpower and materials could meet reality
The demand of border application.
The content of the invention
The present invention is in view of the above-mentioned problems, provide a kind of fragment-free track slab reinforced frame hanging device.
A kind of fragment-free track slab reinforced frame hanging device, it is characterized in that including the framework being made up of rigid components, the steel
Property member lower is fixed with reinforcing bar grabbing device.
Described a kind of fragment-free track slab reinforced frame hanging device, it is characterized in that the framework being made up of rigid components
For rectangular frame, longitudinal beam and transverse beam are provided with the rectangular frame, the longitudinal beam is fixed with steel with transverse beam bottom
Muscle grabbing device.
Described a kind of fragment-free track slab reinforced frame hanging device, it is characterized in that the rectangular frame bottom is provided with reinforcing bar
Positioner.
Described a kind of fragment-free track slab reinforced frame hanging device, it is characterized in that the bearing direction of the bar reinforcement positioning device
For the tension reinforcing steel bar being fixed as one with track slab steel ledges, crawl point/position of the reinforcing bar grabbing device is and track plates
Some set point/positions on the tension reinforcing steel bar that reinforced frame is fixed as one.
Described a kind of fragment-free track slab reinforced frame hanging device, it is characterized in that described reinforcing bar grabbing device includes single-point
Grabbing device and two point grabbing device.
Described a kind of fragment-free track slab reinforced frame hanging device, it is characterized in that on the lateral girder of described rectangular frame
Bar reinforcement positioning device and the lateral tension reinforcing steel bar that is fixed in track slab steel ledges correspond, and the rectangle frame frame end is to girder
On bar reinforcement positioning device and be fixed in track slab steel ledges longitudinal double-row arrangement tension reinforcing steel bar.
Described a kind of fragment-free track slab reinforced frame hanging device, it is characterized in that on the lateral girder of described rectangular frame
Bar reinforcement positioning device and the lateral tension reinforcing steel bar that is fixed in track slab steel ledges correspond, and the rectangle frame frame end is to girder
On bar reinforcement positioning device and be fixed in track slab steel ledges longitudinal double-row arrangement tension reinforcing steel bar.
A kind of described fragment-free track slab reinforced frame hanging device, it is characterized in that described rectangular frame includes main frame,
The single tension reinforcing steel bar positioning framework being fixed on main frame, the double tension reinforcing steel bar being placed on single tension reinforcing steel bar positioning framework
Positioning framework, described bar reinforcement positioning device are fixed on four girders of main frame, and described single-point grabbing device is fixed on
On single tension reinforcing steel bar positioning framework, described two point grabbing device is fixed on double tension reinforcing steel bar positioning framework.
Described single tension reinforcing steel bar detent mechanism, two set between three axle beds on the long side direction of main frame beam two are same
Framework based on heart short side sliding axle, the single slide and single slide with holes are each provided with via and short side sliding axle
Match somebody with somebody, be installed on the short side sliding axle in two long sides, wherein, installed between two single slides being symmetrically installed on two short side sliding axles
Single crossbeam is connected with, single crossbeam lower edge is lifted with fixed hook；Two be symmetrically installed on two short side sliding axles are single with holes
Same installation is connected with single crossbeam between slide, and single crossbeam lower edge is lifted with fixed hook；Some single slides or
（With）Single slide with holes by some single pull bars or（With）It is single lengthening pull bar or（With）Through the list of single slide with holes
Circular pull bar is arranged to be mutually permanently connected, according to fixed hook direction, connection permutation and combination be I I I I II I I II I I
II I II I II I I II II I II II II II, the hook and its fixation kit of the I directions are a connecting moves
Body, connected to the single positional cylinder Synchronization Control that two axle bed sides of end face are symmetrically installed by being fixed on I, be symmetrical arranged along two
Short side sliding axle slide displacement；The hook and its fixation kit of the II directions are a connecting moves body, by being fixed on II
The single positional cylinder Synchronization Control being symmetrically installed to two axle bed sides of end face connects, and is slided along two symmetrically arranged short side sliding axles
Dynamic displacement；The single single crossbeam lower edge fixes preferably 3 fixed hooks, and spacing is set according to framework of steel reinforcement.
The double tension reinforcing steel bar detent mechanism, three long sides set between two axle beds on the short side direction of main frame beam three
Framework based on sliding axle, the double slide and double slide with holes are each provided with via and matched with long side sliding axle, installation
In on the long side sliding axle on three short sides, wherein, install and be connected between three double slides being symmetrically installed on three long side sliding axles
Two double crossbeams, double crossbeam lower edge are lifted with fixed double hooks；Three double cunnings with holes being symmetrically installed on three long side sliding axles
Same installation is connected with two double crossbeams between seat, and double crossbeam lower edge is lifted with fixed double hooks；Some double slides or
（With）Double slide with holes by some double pull bars or（With）It is double lengthening pull bar or（With）Through the double of double slide with holes
Circular pull bar is arranged to be mutually permanently connected, according to fixed double hook directions, connection permutation and combination be III IV IV IV III III
III IV, the hook and its fixation kit of the III directions are a connecting moves body, by being fixed on three axles of the III to end face
Three double positional cylinder Synchronization Control connections of seat side installation, along three symmetrically arranged long side sliding axle slide displacements；It is described
The hook and its fixation kit of IV directions are a connecting moves body, three installed by being fixed on IV to three axle bed sides of end face
Double positional cylinder Synchronization Control connection, along three symmetrically arranged long side sliding axle slide displacements；Under the single double crossbeam
Edge fixes preferably 3 fixed hooks, and spacing is set according to framework of steel reinforcement.Second, third two groups on the outside of the close III directions
Also set up between double crossbeam and be connected with three hanger beams, hanger beam lower edge is fixed with the fixed hook towards IV；It is described close
Also set up between second, third two groups of double crossbeams on the outside of IV directions and be connected with three hanger beams, hanger beam lower edge is fixed with
Towards III fixed hook；
Preferably, the single crossbeam spacing of single tension reinforcing steel bar detent mechanism and the double double crossbeam of tension reinforcing steel bar detent mechanism
Spacing is mutually adapted, and meets respective action request and complementary interference.
Preferably, the fixed hook is the steel plate bending moulding that section is in J-type, hooks size to meet adaptation prestressing force
The groove of bar diameter.
Preferably, steel plate bending moulding of the double hooks of the fixation for section in J-type, and hooking position is arranged in inverted f, hook
Size is hung to meet the groove of adaptation deformed bar diameter.
Described steel reinforcement cage positioning holds pedestal, is the pedestal with supporting leg, and the corner of pedestal four and long side stage casing are provided with fixed
Position platform, the corner positioning table inner side of pedestal four are additionally provided with guide-localization angle, and the adjacent long side of pedestal is additionally provided with a short side
Frame, pedestal interior edge short side are provided centrally with two cone bodies, and two cone bodies are consistent with the distal end cone appearance structure of mould two.
Brief description of the drawings
Fig. 1 is the schematic three dimensional views of the present invention；
Fig. 2 is the working condition 3-D view of the present invention；
Fig. 3-1 is STRUCTURE DECOMPOSITION 3-D view of the present invention；
Fig. 3-2 is the second structure decomposition figure；
Fig. 3-3 is the 3rd structure decomposition figure；
Fig. 4 is that the positioning of invention framework of steel reinforcement is placed in the schematic diagram that steel reinforcement cage positioning holds pedestal；
Fig. 5 is invention lifting-positioning device schematic diagram；
Fig. 6 is invention cone positioner schematic diagram；
Fig. 7 is invention location-plate schematic diagram；
Fig. 8 is invention fixed hook schematic diagram；
Fig. 9 is the fixed double hook schematic diagrames of invention.
The single tension reinforcing steel bar detent mechanism of 1- tension reinforcing steel bars positioner, 2-, the double tension reinforcing steel bar detent mechanisms of 3-, 4- steel
Muscle cage positioning hold pedestal, 5- steel reinforcement cages, 6- moulds, 101- main frame beams, 102- location-plates, 103- lifting-positioning devices,
104- cones positioner, 105- axle beds, 106- suspension ring, 201- short sides sliding axle, the single slides of 202-, the single pull bars of 203-,
The single slide with holes of the single circular pull bars of 204-, 205-, 206- be single lengthen pull bar, the single crossbeams of 207-, 208- fixed hooks,
The single positional cylinders of 209-, 301- long sides sliding axle, the double slides of 302-, the double pull bars of 303-, 304- double-row circulars pull bar,
305- is double to be lengthened the double slide with holes of pull bar, 306-, the double positional cylinders of 307-, the double crossbeams of 308-, 309- and fixes double hang
Hook, 310- hanger beams, 311- hook plates, 401- positioning tables, 402- guide-localizations angle, 403- cone bodies, 404- frames, 405- seats
Body, 103-1-hoist cylinder, 103-2-counter flange, 103-3-outer barrel, 103-4-flexible guide pillar, 103-5-side method
Orchid, 103-6-card key, 103-7-ball, 104-1-lift cylinders two, 104-2-outer cylinder body, 104-3-square flange, 104-
4-stretch guide pillar two, 104-5-horn mouth.
Embodiment
In order to avoid having obscured the present invention because of unnecessary details, illustrate only in the accompanying drawings and according to the present invention's
The closely related apparatus structure of scheme and/or processing step, and eliminate the other details little with relation of the present invention.
Such as Fig. 3-Fig. 9, a kind of automatic crawl fragment-free track slab framework of steel reinforcement is simultaneously automatically positioned the equipment being installed in mould,
Its feature includes tension reinforcing steel bar positioner 1, single tension reinforcing steel bar detent mechanism 2, double tension reinforcing steel bar detent mechanism 3；Also wrap
Include supporting steel reinforcement cage positioning and hold pedestal 4.Wherein,
Tension reinforcing steel bar positioner 1 includes：Main frame beam 101, location-plate 102, lifting-positioning device 103, cone positioning dress
Put 104, axle bed 105, suspension ring 106.
Single tension reinforcing steel bar detent mechanism 2 includes：Short side sliding axle 201, single slide 202, single pull bar 203, list
Arrange circular pull bar 204, single slide 205 with holes, single lengthening pull bar 206, single crossbeam 207, fixed hook 208, single fixed
Position oil cylinder 209.
Double tension reinforcing steel bar detent mechanism 3 includes：It is long side sliding axle 301, double slide 302, double pull bar 303, double
Arrange circular pull bar 304, double lengthening pull bar 305, double slide 306 with holes, double positional cylinder 307, double crossbeam 308, solid
Fixed double hooks 309, hanger beam 310, hook plate 311.Steel reinforcement cage positioning holds pedestal 4 and includes positioning table 401, guide-localization angle
402nd, cone body 403, frame 404, pedestal 405.
Such as Fig. 3, described tension reinforcing steel bar positioner 1 is the framework based on main frame beam 101, is pacified on the inside of frame perimeter
The location-plate 102 that Open Side Down is equipped with, the corner outer rim of main frame beam 101 4 and long side middle section position outer rim are provided with six and risen altogether
Positioner 103 drops, and the corner outer rim of main frame beam 101 4 and long side middle section position upper limb are additionally provided with axle bed 105.It is described
On the outside of the long side of main frame beam 101 two pairs of hoisting rings 106 are symmetrically arranged with close to corner end.
Preferably, the main frame beam 101 is that periphery is in rectangular configuration, and centering is provided with for strengthening long side short side respectively
Beam, wherein with being provided with cone positioner 104 on the intermediate beam of long side Liangping row, the cone positioner 104 is two
It is individual, the relative intermediate beam parallel with short side in symmetrical, and two distances of cone positioner 104 and cone in mould 6 away from
From matching.
Such as Fig. 5, it is preferred that described lifting-positioning device 103, including outer barrel 103-3 be provided with side flange 103-5 with
Card key 103-6 is used to be affixed to main frame beam 101, and outer barrel 103-3 upper ends are additionally provided with counter flange 103-2, transition method
Blue 103-2 upper ends are connected with piston rod hoist cylinder 103-1 directed downwardly, the outer barrel 103-3 and are built-in with flexible guide pillar 103-4,
Flexible guide pillar 103-4 upper ends connection hoist cylinder 103-1 piston rods, flexible guide pillar 103-1 lower ends are additionally provided with ball 103-7.
Such as Fig. 6, it is preferred that the cone positioner 104, including outer cylinder body 104-2 stage casings are provided with square flange
104-3, for being affixed to the body of main frame beam 101, outer cylinder body 104-2 upper ends are provided with piston rod lift cylinders two directed downwardly
104-1, the outer cylinder body 104-2 are built-in with the flexible 104-4 of guide pillar two.Preferably, the 104-4 of flexible guide pillar two is hollow
Body, and be in horn mouth 104-5 on the inside of lower edge, the horn mouth 104-5 angles match with the cone of mould 5.
Preferably, the external form of axle bed 105 is cuboid, and upper side and adjacent surface downside are both provided with the axle run through
Hole, axis hole are mutually in 90 degree.
Preferably, the location-plate 102 is that lower end is in Y type guide openings, and opening transition is satisfaction adaptation deformed bar
The U-type groove of diameter.
Such as Fig. 3, described single tension reinforcing steel bar detent mechanism 2, with three axle beds on 101 liang of long side directions of main frame beam
Framework based on the two concentric short side sliding axles 201 set between 105, the single slide 202 and single slide with holes 205 are respectively set
It is equipped with via to match with short side sliding axle 201, is installed on the short side sliding axle 201 in two long sides, wherein, two short side sliding axles
Installation is connected with single crossbeam 207 between two single slides 202 being symmetrically installed on 201, and the single lower edge of crossbeam 207 is lifted with fixation
Hook 208；Same installation is connected with single crossbeam between two single slides 205 with holes being symmetrically installed on two short side sliding axles 201
207, the single lower edge of crossbeam 207 is lifted with fixed hook 208；Some single slides 202 or（With）Single slide with holes 205
By some single pull bars 203 or（With）It is single lengthening pull bar 206 or（With）Through the single circular drawing of single slide 205 with holes
Bar 204 is mutually permanently connected, according to the direction of fixed hook 208, connection permutation and combination be I I I I II I I II I I II
I II I II I I II II I II II II II, the hook and its fixation kit of the I directions are a connecting moves body,
Connected by being fixed on I to the Synchronization Control of single positional cylinder 209 that the side of two axle bed 105 of end face is symmetrically installed, it is symmetrical along two
The slide displacement of short side sliding axle 201 of setting；The hook and its fixation kit of the II directions are a connecting moves body, by solid
Connected due to II to the Synchronization Control of single positional cylinder 209 that the side of two axle bed 105 of end face is symmetrically installed, it is symmetrically arranged along two
The slide displacement of short side sliding axle 201；The single single lower edge of crossbeam 207 fixes preferably 3 fixed hooks, and spacing is according to reinforcing bar
Skeleton is set.
Such as figure, the double tension reinforcing steel bar detent mechanism 3, between two axle beds 105 on the short side direction of main frame beam 101 3
Framework based on the three long side sliding axles 301 set, the double slide 302 and double slide with holes 306 are each provided with via
Match, be installed on the long side sliding axle 301 on three short sides with long side sliding axle 301, wherein, it is right on three long side sliding axles 301
Installation is connected with two double crossbeams 308 between claiming three double slides 302 of installation, and the double lower edge of crossbeam 308 is lifted with fixed pair and hung
Hook 309；Same installation is connected with two double crossbeams between three double slides 306 with holes being symmetrically installed on three long side sliding axles 301
308, the double lower edge of crossbeam 308 is lifted with fixed double hooks 309；Some double slides 302 or（With）Double slide with holes
306 by some double pull bars 303 or（With）It is double lengthening pull bar 305 or（With）Through the double circle of double slide 306 with holes
Shape pull bar 304 is mutually permanently connected, according to 309 directions of fixed double hook, connection permutation and combination be III IV IV IV III
III III IV, the hook and its fixation kit of the III directions are a connecting moves body, by being fixed on III to end face
The three double Synchronization Control of positional cylinder 307 connections of the side of three axle bed 105 installation, along three symmetrically arranged long side sliding axles 301
Slide displacement；The hook and its fixation kit of the IV directions are a connecting moves body, by being fixed on three axles of the IV to end face
The three double Synchronization Control of positional cylinder 307 connections of 105 sides of seat installation, are slided along three symmetrically arranged long side sliding axles 301
Displacement；The single double lower edge of crossbeam 308 fixes preferably 3 fixed hooks, and spacing is set according to framework of steel reinforcement.It is described close
Also set up between second, third two groups double crossbeams 308 on the outside of III directions and be connected with three hanger beams 310, hanger beam 310
Lower edge is fixed with the fixed hook 208 towards IV；Between second, third two groups double crossbeams 308 on the outside of the close IV directions
Also set up and be connected with three hanger beams 310, the lower edge of hanger beam 310 is fixed with the fixed hook 208 towards III；
Preferably, the single spacing of crossbeam 207 of single tension reinforcing steel bar detent mechanism 2 and double tension reinforcing steel bar detent mechanism 3 pairs
Row's spacing of crossbeam 308 is mutually adapted, and meets respective action request and complementary interference.
Preferably, the fixed hook 208 is the steel plate bending moulding that section is in J-type, hooks size to meet that adaptation is pre-
The groove of stress bar diameter.
Preferably, the double hooks 309 of the fixation are the steel plate bending moulding that section is in J-type, and hooking position is in inverted f cloth
Put, hook size to meet the groove of adaptation deformed bar diameter.
Described steel reinforcement cage positioning holds pedestal 4, is the pedestal 405 with supporting leg, and the corner of pedestal four and long side stage casing are set
There is positioning table 401, the inner side of 405 4 corner positioning table of pedestal 401 is additionally provided with guide-localization angle 402, the adjacent length of pedestal 405
Side and a short side are additionally provided with frame 404, and the interior edge short side of pedestal 405 is provided centrally with two cone bodies 403, two cone bodies 403 with
6 liang of distal end cone appearance structures of mould are consistent.
The course of work is as follows：
In Fig. 1, for a kind of automatic crawl fragment-free track slab framework of steel reinforcement of the present invention and it is automatically positioned and is installed to setting in mould
It is standby, implemented by lifting appliance by connecting 4 suspension ring 106 and being realized come mobile device in from crawl target framework of steel reinforcement to mould 6
It is automatically positioned.
Such as Fig. 3-4, the positioning of steel reinforcement cage 5 is contained in steel reinforcement cage positioning and held in pedestal 4, when the present invention implements automatic crawl nothing
During tiny fragments of stone, coal, etc. steel bar framework of track plate, step is：Lifting appliance realizes that the present invention is in place by connecting 4 suspension ring 106 come mobile device
The top of pedestal 4 is held to steel reinforcement cage positioning, the flexible guide pillar 103-4 of hoist cylinder 103-1 controls of lifting-positioning device 103 stretches
Go out, the flexible 104-4 of guide pillar two of the 104-1 of lift cylinders two controls of cone positioner 104 stretches out, and has the 104-1 of lift cylinders two
Rod cavity connects with rodless cavity, in quick condition；Then slowly decline, by being set in the cone positioner 104 in the present invention
Carry out the positioning of spacer bar cage in horn mouth 104-5 on the inside of the 104-4 lower edges of flexible guide pillar two put and hold cone body on pedestal 4
403, hold positioning table 401 on pedestal 4 when the ball 103-7 of 6 each lifting-positioning devices 103 touches steel reinforcement cage positioning
When, by the amendment of cone body 403, each ball 103-7 is slidably matched simultaneously, realizes that the present invention positions that to hold pedestal 4 right with steel reinforcement cage
Connect.Work on crawl steel reinforcement cage and deformed bar, and hoist cylinder 103-1 synchronously declines, and makes every deformed bar both ends
It is that lower end is in Y type guide openings by location-plate 102, into the U-type groove of location-plate 102, when hoist cylinder 103-1 synchronously declines
During to setting height, the hook and its fixation kit of the I directions of single tension reinforcing steel bar detent mechanism 2 are a connecting moves body, are led to
Cross and be fixed on the Synchronization Control of single positional cylinder 209 connection that I is symmetrically installed to the side of two axle bed 105 of end face, symmetrically set along two
The short side sliding axle 201 put is to II to slide displacement, and the hook and its fixation kit of II directions are a connecting moves body, by solid
Connected due to II to the Synchronization Control of single positional cylinder 209 that the side of two axle bed 105 of end face is symmetrically installed, it is symmetrically arranged along two
Short side sliding axle 201 is to I to slide displacement；The hook and its fixation kit of the III directions of double tension reinforcing steel bar detent mechanism 3 be
One connecting moves body, synchronously controlled to three double positional cylinders 307 that the side of three axle bed 105 of end face is installed by being fixed on III
System connection, it is along three symmetrically arranged long side sliding axles 301 to III to slide displacement, the hook and its fixation kit of IV directions
One connecting moves body, the three double Synchronization Controls of positional cylinder 307 installed by being fixed on IV to the side of three axle bed 105 of end face
Connection, along three symmetrically arranged long side sliding axles 301 to IV to slide displacement；Single tension reinforcing steel bar detent mechanism 2, double tensioning
It is pre- that steel bar positioning mechanism 3 realizes the fixed hook 208 of single crossbeam 207 respectively, double crossbeam 308 fixes double 309 pairs of hooks
Stress reinforcing bar leans on position, at the same time, also achieves volume of the fixed hook 208 to steel reinforcement cage of the lower edge of hanger beam 310 fixation
Reinforcing bar processed carries out leaning on position；Hoist cylinder 103-1 synchronously rises, and all several deformed bars of steel reinforcement cage are realized automatic hitch and captured
Lift.
Such as Fig. 2-3, lifting appliance realizes the present invention in place on mould 6 by connecting 4 suspension ring 106 come mobile device
Side, the flexible guide pillar 103-4 of hoist cylinder 103-1 controls of lifting-positioning device 103 stretch out, the lifting of cone positioner 104
The flexible 104-4 of guide pillar two of the 104-1 of cylinder two controls stretches out, and the 104-1 rod chambers of lift cylinders two is connected with rodless cavity, in floating
State；Then slowly decline, by the 104-4 lower edges of flexible guide pillar two that are set in the cone positioner 104 in the present invention
Side is in the two distal end cones that horn mouth 104-5 comes on jig 6, when the ball 103-7 of 6 each lifting-positioning devices 103 connects
When contacting the side mould upper limb on mould 6, by 6 liang of cone amendments of mould, each ball 103-7 is slidably matched simultaneously, realizes the present invention
Positioning with mould 6 is docked.After external equipment progress deformed bar docks with tension rod, the location and installation that works on steel reinforcement cage
In deformed bar to mould, hoist cylinder 103-1 synchronously declines, and makes the fixed hook 208 of single crossbeam 207, double horizontal stroke
Beam 308 fixes double 309 pairs of deformed bars of hook and departs from hook, meanwhile, also achieve the fixation of the lower edge of hanger beam 310 fixation
The disengaging of the establishment reinforcing bar of 208 pairs of steel reinforcement cages of hook；When hoist cylinder 103-1 synchronously drops to setting height, single tensioning
The hook and its fixation kit of the I directions of steel bar positioning mechanism 2 are a connecting moves body, by being fixed on two axles of the I to end face
Seat 105 sides be symmetrically installed the Synchronization Control of single positional cylinder 209 connection, along two symmetrically arranged short side sliding axles 201 to I to
Slide displacement, the hook and its fixation kit of II directions are a connecting moves body, by being fixed on two axle beds 105 of the II to end face
The Synchronization Control of single positional cylinder 209 that side is symmetrically installed connection, along two symmetrically arranged short side sliding axles 201 to II to slip
Displacement；The hook and its fixation kit of the III directions of double tension reinforcing steel bar detent mechanism 3 are a connecting moves body, pass through fixation
Connected in III to three double Synchronization Controls of positional cylinder 307 that the side of three axle bed 105 of end face is installed, it is symmetrically arranged along three
Long side sliding axle 301 is to IV to slide displacement, and the hook and its fixation kit of IV directions are a connecting moves body, by being fixed on
IV connects to three double Synchronization Controls of positional cylinder 307 that the side of three axle bed 105 of end face is installed, along three symmetrically arranged long sides
Sliding axle 301 is to III to slide displacement；Single tension reinforcing steel bar detent mechanism 2, double tension reinforcing steel bar detent mechanism 3 are realized respectively
Fixed hook 208, the double crossbeam 308 of single crossbeam 207 fix the separation of 309 pairs of deformed bars of double hooks, same with this
When, also achieve establishment reinforcing bar of the fixed hook 208 of the lower edge of hanger beam 310 fixation to steel reinforcement cage and separate；Lifting oil
Cylinder 103-1 synchronously rises, and makes in framework of steel reinforcement location and installation and mould 6.
The present invention realizes fragment-free track slab framework of steel reinforcement automation crawl and location and installation to mould in track plates production
Has inner question, automation degree of equipment is high, low cost simple in construction, and reliability is high, alleviates the working strength of worker, improves
Production efficiency.
Claims (8)
- A kind of 1. fragment-free track slab reinforced frame hanging device, it is characterized in that including the framework being made up of rigid components, the rigidity Member lower is fixed with reinforcing bar grabbing device.
- A kind of 2. fragment-free track slab reinforced frame hanging device according to claim 1, it is characterized in that described by rigidity structure The framework of part composition is rectangular frame, and longitudinal beam and transverse beam, the longitudinal beam and transverse beam are provided with the rectangular frame Bottom is fixed with reinforcing bar grabbing device.
- A kind of 3. fragment-free track slab reinforced frame hanging device according to claim 2, it is characterized in that under the rectangular frame Portion is provided with bar reinforcement positioning device.
- A kind of 4. fragment-free track slab reinforced frame hanging device according to claim 3, it is characterized in that reinforcing bar positioning dress The bearing direction put is the tension reinforcing steel bar that is fixed as one with track slab steel ledges, crawl point/position of the reinforcing bar grabbing device Some set point/the positions being set on the tension reinforcing steel bar being fixed as one with track slab steel ledges.
- 5. a kind of fragment-free track slab reinforced frame hanging device according to any claim in claim 1-4, its feature It is that described reinforcing bar grabbing device includes single-point grabbing device and two point grabbing device.
- A kind of 6. fragment-free track slab reinforced frame hanging device according to claim 3 or 4, it is characterized in that described rectangle frame Bar reinforcement positioning device on the lateral girder of frame corresponds with the lateral tension reinforcing steel bar being fixed in track slab steel ledges, the square The tension reinforcing steel bar that shape frame end is arranged to the bar reinforcement positioning device on girder and the longitudinal double-row being fixed in track slab steel ledges.
- A kind of 7. fragment-free track slab reinforced frame hanging device according to claim 5, it is characterized in that described rectangular frame Bar reinforcement positioning device on lateral girder corresponds with the lateral tension reinforcing steel bar being fixed in track slab steel ledges, the rectangle The tension reinforcing steel bar that frame end is arranged to the bar reinforcement positioning device on girder and the longitudinal double-row being fixed in track slab steel ledges.
- A kind of 8. fragment-free track slab reinforced frame hanging device according to claim 7, it is characterized in that described rectangular frame Including main frame（101）, the single tension reinforcing steel bar positioning framework that is fixed on main frame（2）, it is placed in single tension reinforcing steel bar positioning Double tension reinforcing steel bar positioning framework on framework（3）, described bar reinforcement positioning device is fixed on four girders of main frame, institute The single-point grabbing device stated is fixed on single tension reinforcing steel bar positioning framework, and described two point grabbing device is fixed on double tensioning On reinforcing bar positioning framework.
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| CN201710990274.3A CN107697851A (en) | 2017-10-23 | 2017-10-23 | A kind of fragment-free track slab reinforced frame hanging device |
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| CN201710990274.3A CN107697851A (en) | 2017-10-23 | 2017-10-23 | A kind of fragment-free track slab reinforced frame hanging device |
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| CN107697851A true CN107697851A (en) | 2018-02-16 |
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| CN201710990274.3A Pending CN107697851A (en) | 2017-10-23 | 2017-10-23 | A kind of fragment-free track slab reinforced frame hanging device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111186012A (en) * | 2020-01-17 | 2020-05-22 | 中铁三局集团有限公司 | Automatic production line for railway track slabs |
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2017
- 2017-10-23 CN CN201710990274.3A patent/CN107697851A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111186012A (en) * | 2020-01-17 | 2020-05-22 | 中铁三局集团有限公司 | Automatic production line for railway track slabs |
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Effective date of registration: 20180809 Address after: 030001 269 Yingze street, Yingze District, Taiyuan, Shanxi. Applicant after: China Railway Third Engineering Co., Ltd. Applicant after: China Railway Third Bureau Group Bridge and Tunnel Engineering Co., Ltd. Applicant after: Shanxi Gaoxing Hydraulic Co., Ltd. Address before: 030600 Yuci Industrial Park, Jinzhong, Shanxi Applicant before: Shanxi Gaohang Hydraulic Inc. |
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