CN104959762B - High speed road and bridge mix earth load-bearing pillar cylinder steel reinforcement cage welding equipment - Google Patents

High speed road and bridge mix earth load-bearing pillar cylinder steel reinforcement cage welding equipment Download PDF

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Publication number
CN104959762B
CN104959762B CN201510425032.0A CN201510425032A CN104959762B CN 104959762 B CN104959762 B CN 104959762B CN 201510425032 A CN201510425032 A CN 201510425032A CN 104959762 B CN104959762 B CN 104959762B
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CN
China
Prior art keywords
muscle
reinforcement cage
rotating disk
steel reinforcement
welding
Prior art date
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Expired - Fee Related
Application number
CN201510425032.0A
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Chinese (zh)
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CN104959762A (en
Inventor
张广敏
李宏岩
郑志
姚瑶
申自卫
张莉
刘俊岭
苗继承
杨莉
明扬
孙旭阳
郑向东
曹杰
李宝建
顾轩波
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhang Li
Original Assignee
张广敏
李宏岩
郑志
姚瑶
申自卫
张莉
刘俊岭
苗继承
杨莉
明扬
孙旭阳
郑向东
曹杰
李宝建
顾轩波
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Application filed by 张广敏, 李宏岩, 郑志, 姚瑶, 申自卫, 张莉, 刘俊岭, 苗继承, 杨莉, 明扬, 孙旭阳, 郑向东, 曹杰, 李宝建, 顾轩波 filed Critical 张广敏
Priority to CN201510425032.0A priority Critical patent/CN104959762B/en
Publication of CN104959762A publication Critical patent/CN104959762A/en
Application granted granted Critical
Publication of CN104959762B publication Critical patent/CN104959762B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K37/00Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups
    • B23K37/04Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups for holding or positioning work
    • B23K37/0426Fixtures for other work
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K37/00Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups
    • B23K37/04Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups for holding or positioning work
    • B23K37/047Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups for holding or positioning work moving work to adjust its position between soldering, welding or cutting steps

Abstract

The invention discloses a kind of high speed road and bridge mixes earth load-bearing pillar cylinder steel reinforcement cage welding equipment;It is wound on drum around muscular cramp, drum rotates and is fixed on cloth bracket, the axial layout of paralleling with vertical muscle of drum, the side of cloth bracket is provided with and carries out, for the winding on vertical muscle of the opposing connection muscle, the deviation correcting device rectified a deviation, deviation correcting device includes the second cross beam that steel reinforcement cage is provided above, lifting platform it is provided with on second cross beam, the correction bar that three suspention shapes are arranged it is provided with on lifting platform, the lower end edge of correction bar sets gradually correction part around the pitch that muscle is wound around, correction part be prong downwards and the Y-piece composition that is gradually increased of prong.The high speed road and bridge of above-mentioned offer mix earth load-bearing pillar cylinder steel reinforcement cage welding equipment, and it can effectively realize the erection welding of steel reinforcement cage.

Description

High speed road and bridge mix earth load-bearing pillar cylinder steel reinforcement cage welding equipment
Technical field
The present invention relates to civil engineering field, being specifically related to a kind of high speed road and bridge mixes earth load-bearing pillar and uses Cylinder steel reinforcement cage welding equipment.
Background technology
The field such as building pile foundation and road and bridge construction it is frequently necessary to welded reinforcement cage, the structure tool of steel reinforcement cage Body as shown in figure 14, including spaced steel ring, encloses and is located at the outer weekly interval of steel ring and sets The vertical muscle put and on vertical muscle helically wire be wound around around muscle, vertical muscle and steel ring are perpendicular Shape is arranged.The welding of steel reinforcement cage at present is mainly completed by built human weld, and its welding efficiency is low, And need the workman of more than at least four to coordinate.Some are currently also had to carry out steel reinforcement cage welding Equipment, as entitled " rotary welding device of tapered electric pole reinforcing bar cage seam welding " (application number: 201410413871.6) to following technical scheme described in Chinese patent literature: a kind of taper electricity The rotary welding device of bar reinforcing bar cage seam welding, including longitudinal reinforcement fixing device, welder With circumferential reinforcement fixing device;Described longitudinal reinforcement fixing device is vertical for fixing gradually reducing To reinforcing bar, described circumferential reinforcement fixing device is used for fixing circumferential reinforcement, and circumferential reinforcement is vertical Being fixed on longitudinal reinforcement, circumferential reinforcement fixing device and welder are around the fixing dress of longitudinal reinforcement Put rotation, welder circumferential reinforcement winding is welded on longitudinal reinforcement;Described longitudinal steel Muscle fixing device includes that fixed disk, fixed disk center are provided with the reducing mold of conical ring, reducing mould Tool and fixed disk concentric;Described reducing mold excircle is evenly equipped with reducing slide block, described change Footpath slide block radially slides under reducing mold drives on fixed disk surface;Described reducing slide block On have through hole, described through hole to be used for penetrating longitudinal reinforcement;Described reducing slide block is longitudinal reinforcement Power supply;What described circumferential reinforcement fixing device included rotating disk and arc leads muscle arm, and rotating disk is pacified Be contained in fixed disk excircle and with fixed disk concentric, rotating disk rotates around the center of circle;Lead muscle arm to install On the rotating pan, circumferential reinforcement passes and reaches below welder in leading muscle arm one end;Described Welder include welding electrode and pressure mechanism, described welding electrode include weld copper coin, Welding copper coin positioning sleeve is fixed on conductive electrode, and conductive electrode is connected with movable conductor, described Movable conductor be connected with power supply;Described pressure mechanism applies constant pressure to welding electrode, makes Obtain welding electrode butt welding contact and keep constant pressure.
The said equipment may be used for realizing the welding of different size steel reinforcement cage, and tapered electric pole reinforcing bar The welding of cage, but it is being applied on automatic welding device there is also deficiency, as realized steel Rib ring is assembled with the effective of vertical muscle, it is difficult to adapts to different size and indulges the welding of muscle, it is therefore necessary to be right It is optimized further.
Summary of the invention
It is an object of the invention to provide a kind of high speed road and bridge mixes earth load-bearing pillar cylinder steel reinforcement cage Welding equipment, it can effectively solve the problems referred to above, it is achieved the erection welding of steel reinforcement cage.
For achieving the above object, the present invention implements by the following technical solutions:
A kind of high speed road and bridge mix earth load-bearing pillar cylinder steel reinforcement cage welding equipment, it is characterised in that: Including fixed mounting positioned opposite and active mount, active mount is arranged on the first slide rail On, the first slide rail is arranged along the spacing direction between fixed mounting and active mount, and first drives Motivation structure orders about active mount and moves;It is respectively provided with on fixed mounting and active mount With first and second rotating disk that core is positioned opposite, first and second rotating disk is rotatably installed in fixed installation respectively On seat and active mount, the second drive mechanism is ordered about first and second rotating disk and is rotated;First turn Dish is provided with the 3rd fixing dress for fixing steel ring in the card of active mount side Put, be provided with between fixed mounting and active mount and twine on vertical muscle around muscle for laying Around cloth bracket and to steel ring, vertical muscle, the welder that welds between muscle.
The high speed road and bridge that technique scheme provides mix the welding of earth load-bearing pillar cylinder steel reinforcement cage and set Standby, it can realize the rapid automatized welding to steel reinforcement cage.
Accompanying drawing explanation
Fig. 1 is the top view of the present invention;
Fig. 2 is the top view of the 3rd fixing device;
Fig. 3 is the structural representation that the 3rd body of rod is in working position;
Fig. 4 is that the 3rd body of rod is in the structural representation dodging position;
Fig. 5 is the structural representation of the second fixing device;
Fig. 6 is the structural representation of a kind of embodiment of the first rotating disk;
Fig. 7 is the assembling schematic diagram of locating part;
Fig. 8 is the structural representation of the another embodiment of the first rotating disk;
Fig. 9 is the structural representation of the first fixing device;
Figure 10 is the attachment structure schematic diagram between the first slide block and the first support arm;
Figure 11 is the structural representation of poking device;
Figure 12 is the side view of deviation correction mechanism;
Figure 13 is the front view of deviation correction mechanism;
Figure 14 is the structural representation of steel reinforcement cage.
Detailed description of the invention
In order to make objects and advantages of the present invention clearer, below in conjunction with embodiment to this Bright it is specifically described.Should be appreciated that following word is only in order to describe the one of the present invention or several Planting specific embodiment, the protection domain of not concrete to present invention request carries out considered critical.
The high speed road and bridge that the present invention provides mix earth load-bearing pillar cylinder steel reinforcement cage welding equipment, such as figure Shown in 1, including fixed mounting 10 positioned opposite and active mount 20, active mount 20 are arranged on the first slide rail 201, and the first slide rail 201 is along fixed mounting 10 and movable installation Spacing direction between seat 20 is arranged, the first drive mechanism is ordered about active mount 20 and moved, First drive mechanism can be that motor drives or air cylinder driven;Fixed mounting 10 and movable installation It is respectively provided with first and second rotating disk 11,21 that same core is positioned opposite, first and second rotating disk on seat 20 11,21 being rotatably installed in respectively on fixed mounting 10 and active mount 20, second drives machine Structure orders about first and second rotating disk 11,21 and rotates, and the second drive mechanism can be that motor drives machine Structure, the first rotating disk 11 is provided with for fixing reinforcing bar in the card of active mount 20 side 3rd fixing device 40 of circle A1, is provided with between fixed mounting 10 and active mount 20 For lay the cloth bracket 80 that is wound on vertical muscle A2 around muscle A3 and to steel ring A1, Vertical muscle A2, between muscle A3, carry out the welder that welds.
The present invention is to realize indulging different size the welding of muscle A2, that is needs regulation to adapt Vertical muscle A2 is clamped by clamping hole, and the present invention can take the following two kinds technical scheme to implement:
The first scheme as shown in Figure 8,9, 10, that is, along between its circumference on the first rotating disk 11 Every being provided with the first fixing device 11A for supporting vertical muscle A2, the first fixing device 11A and One rotating disk 11 constitutes slide-and-guide along the radial direction of the first rotating disk 11 and coordinates, the 3rd drive mechanism and the One fixing device 11A is connected and orders about first fixing device 11A radial direction along the first rotating disk 11 Moving, the 3rd drive mechanism can be that cylinder is constituted, and the second rotating disk 21 is provided for steel The end of muscle cage carries out the second fixing device 50 clamped;First fixing device 11A includes that first is sliding Seat 11a, the first slide 11a on along the first rotating disk 11 axially offer for indulge that muscle A2 passes the One through hole 11h, the first slide 11a has three first to the outside of the first rotating disk 11 is extended Support arm, the first support arm 11b is arranged at the peripheral uniform intervals of the first through hole 11h, first One end of brace 11b and the first slide 11a composition first are articulated and connected and constitute first and be articulated and connected 60 ° of angles of the first jointed shaft two twenty percent arrange, the other end of the first support arm 11b rotates respectively The 60 ° of angles of heart yearn two twenty percent being provided with the first deflector roll 11c, the first deflector roll 11c are arranged, first It is hinged that the middle part of support arm 11b constitutes second by one end of the second jointed shaft and the first body of rod 11e Connect, the first slide 11a is additionally provided with three the first slide block 11d, the first slide block 11d respectively Being positioned at the outside of the first support arm 11b, the first slide block 11d is by setting on the first slide 11a First chute, the first guide rod 11f and the first slide 11a constitute sliding along the radial direction of the first through hole 11h Action-oriented coordinates, and the first guide rod 11f is arranged with and orders about the first slide block 11d near the first through hole The first compression spring 11g that 11h center moves, the other end and first of the first body of rod 11e Slide block 11d consists of the 3rd jointed shaft and the 3rd is articulated and connected, first, second and third jointed shaft and the One deflector roll 11c is the most corresponding to be arranged in parallel.The first fixing device 11A that technique scheme provides, The first fixing device 11A and the distance in first rotating disk 11 center of circle is regulated by the 3rd drive mechanism, Realize the welding to different size steel reinforcement cage;It addition, by the first fixing device of said structure 11A, its change that can adapt to the size of vertical muscle A2 and adapt, it is achieved to different size Fixing and the conveying of vertical muscle A2.
More specifically scheme is: the middle part of the first deflector roll 11c is arranged to convex, vertical muscle A2 with The roll surface of the first deflector roll 11c is linear contact lay.First rotating disk 11 is near fixed mounting 10 side Offering the second chute in card, the first slide 11a passes through the second chute and the first rotating disk 11 structure Becoming slide-and-guide to coordinate, the 3rd drive mechanism includes the first cylinder, the piston rod of the first cylinder and the One slide 11a is connected, and the first slide 11a is provided with to its locking group locked of sliding Part, latch assembly can be that latch is constituted.
The second technical scheme as shown in Figure 6,7, that is: offer on the first rotating disk 11 for vertical The second through hole 112 that muscle A2 passes, the second through hole 112 the most radial layout (the second through hole 112 are provided with some circles on the first rotating disk, and each circle the second through hole 112 is arranged with core), second The diameter of through hole 112 diameter more than vertical muscle A2, the first rotating disk 11 is away from active mount 20 It is provided with the second axle body 111, the second axle body 111 and the first rotating disk 11 in the card of side to arrange with core, It is arranged with on the second axle body 111 and may make up the detachable locating part being connected and coordinating, locating part with it It is made up of, outward the second connecting rod of inner ring 113, outer shroud 114 and connection inner and outer rings 113,114 The diameter of the circle that the internal diameter of ring 114 muscle A2 vertical with on steel reinforcement cage encloses is consistent.This kind of scheme By arranging different the second through hole 112 away from first rotating disk 11 center of circle, vertical muscle is carried out A2 support, Owing to the aperture of the second through hole 112 is more than the diameter indulging muscle A2, it is therefore desirable to arrange locating part and enter Row is spacing, can offer groove with at the second through hole 112 opposite position on the ring wall of inner ring 113, The flute length direction of groove is consistent with the length direction of vertical muscle A2, and the cross section of groove is semicircle. So carrying out spacing by locating part to vertical muscle, vertical muscle A2 is constrained on inner ring 113 ring wall and the Region between two through hole 112 hole walls, vertical muscle A2 and inner ring 113 ring wall and the second through hole 112 Hole wall is the most all linear contact lay, and the friction therefore indulging muscle A2 slip is little, adapts to different size and indulges muscle Welding.
In above two technical scheme, the first is more complicated than the second structure, but the second needs Arrange various sizes of locating part to mate, can specifically choose that technology of employing according to scene Scheme is implemented.The structure of first and second rotating disk 11,21 is identical, first and second fixing device Structure may be the same or different.
The high speed road and bridge that the present invention provides mix earth load-bearing pillar cylinder steel reinforcement cage welding equipment, and it can Realize steel ring A1, vertical muscle A2 and the welding between muscle A3, it is not necessary to artificial between it Overlap.Therefore reliably taking between steel ring and vertical muscle and between vertical muscle and steel ring is realized Connect particularly important.Therefore the further scheme of the present invention is, as shown in Figure 2,3, 4, and first turn Dish 11 is the first axle body 41 of extended suspension shape in the card of active mount 20 side, The first axle body 41 and the first rotating disk 11 are arranged with core, and the 3rd fixing device 40 includes detachable Being arranged on the sleeve on the first axle body 41, sleeve is by inner tube 72, outer tube 471 and connects inside and outside The head rod composition of pipe, steel ring A1 arrangement shape is set on the tube wall of outer tube 471, the The suspension end of one axis body 41 is provided with the second cylinder 42 arranged along its length, the second cylinder Being provided with first collar 43 on the piston rod of 42, the end of the first axle body 41 is provided with second collar 44, first and second collar arranges second and third body of rod, the second bar along its circumference uniform intervals respectively One end of body 45 constitutes the 4th with first collar 43 by the 4th jointed shaft and is articulated and connected, the 3rd bar One end of body 46 constitutes the 5th with second collar 44 by the 5th jointed shaft and is articulated and connected, the second bar The other end of body 45 and the middle part of the 3rd body of rod 46 constitute the 6th hinged company by the 6th jointed shaft Connecing, the other end of the 3rd body of rod 46 is in two states, and one is: the 3rd body of rod 46 and sleeve End recline mutually, the other end end of the 3rd body of rod 46 extends to the work of outer tube 471 periphery Position, as shown in Figure 2,3;It two is: the 3rd body of rod 46 and the end of sleeve be separated, the 3rd The other end of the body of rod 46 is positioned at dodges position, as shown in Figure 4 within outer tube 471;The first axle body The first crossbeam 60 being provided above perpendicular layout of 41, the two ends of first crossbeam 60 are arranged Having poking device, poking device to include suspending the first column that shape is arranged in midair, the lower end of the first column sets It is equipped with the first axial arranged longeron 61 along the first axle body 41, the first longeron 61 is provided with row Walking dolly 62, on walking dolly 62, the axially spaced-apart along the first axle body 41 arranges first and second driving lever 63,64, the spacing between first and second driving lever 63,64 and the bar diameter constituting steel ring A1 Consistent, first and second driving lever 63,64 is along the radial arrangement of the first axle body 41, poking device edge The height direction of first crossbeam 60 constitutes slide-and-guide with it and coordinates, the 4th drive mechanism and material toggling Device is connected, and the 6th drive mechanism is ordered about walking dolly 62 and moved on the first longeron 61, Seven, the eight drive mechanisms regulate first and second driving lever 63,64 and carry out along the radial direction of the first axle body 41 Flexible, the four, the seven, eight drive mechanisms can be cylinder composition, the 6th drive mechanism can be motor structure Becoming, first and second driving lever 63,64 can be that the piston rod of cylinder is constituted.By arrange first, Two driving levers 63,64 realize stirring steel ring A1.During initial operation, steel ring A1 is arranged Being listed on sleeve the one end away from the 3rd body of rod 46, during material toggling, first rod for stiring materials 63 is in convex liter of shape State, second rod for stiring materials 64 are in retracted state, the end of first rod for stiring materials 63 and outer tube 471 Tube wall matched in clearance, now walking dolly 62 is to the side shifting away from the 3rd body of rod 46, until The material toggling end of first rod for stiring materials 63 leans with the steel ring A1 being set on sleeve, walking dolly 62 cannot continue to move to, and now second rod for stiring materials 64 is converted to convex liter of state insertion by retracted state Between adjacent steel rib ring A1, simultaneously: first rod for stiring materials 63 is transferred to retracted state by convex liter of state, The moving direction of walking dolly 62 changes, to the side shifting near the 3rd body of rod 46, this Sample second rod for stiring materials 64 promotes the steel ring A1 between first and second rod for stiring materials 63,64 to put down Moving, steel ring A1 moves to lean with the 3rd body of rod 46 being in working position, now starts the One welding mechanism welds between steel ring A1 and vertical muscle A2, after welding terminates, by material toggling Device moves to the side away from sleeve, and the 3rd body of rod 46 is transferred to by working position dodges position, Active mount 20 pulls steel reinforcement cage to translate, until need to carry out welded reinforcement circle next time Aforesaid operations is repeated during A1 and vertical muscle A2, the most repeatedly, for adapting to the welding of different steel reinforcement cage, Various sizes of sleeve need to be set and carry out coupling use.
Concrete scheme is: the tube wall of outer tube 471 be followed successively by from the inside to the outside steel layer, elastic layer and Gel coating resin, the outer tube 471 of this structure can be easy to rod for stiring materials and stir steel ring A1 and translate, Prevent steel ring A1 stuck in moving process;Welder includes corresponding with first collar 43 The first welding mechanism arranged, the first welding mechanism is for indulging the weldering between muscle A2 and steel ring A1 Connecing, the first welder can use existing cantilevered welding mechanism.
The high speed road and bridge that the present invention provides mix earth load-bearing pillar cylinder steel reinforcement cage welding equipment, need The steel reinforcement cage welded is pulled to translate so that unwelded part moves to the welding of welder Portion.Second rotating disk 21 is provided with the first body 51 in the card of fixed mounting 10 side With the 3rd cylinder 52, the outer tube wall of the first body 51 is provided with the 3rd collar 54, the 3rd cylinder The piston rod of 52 extends to the end of the first body 51 outer end and is provided with the 4th collar 53, the 4th set The external diameter of ring 53 and the external diameter of the first body 51 are consistent, along its circumference point on third and fourth collar Other uniform intervals arranges fourth, fifth body of rod, and one end of the 4th body of rod 56 is passed through with the 3rd collar 54 7th jointed shaft constitutes the 7th and is articulated and connected, and one end of the 5th body of rod 55 is passed through with the 4th collar 53 8th jointed shaft constitutes and the 8th is articulated and connected, the other end of the 4th body of rod 56 and the 5th body of rod 55 Middle part constitutes the 9th by the 9th jointed shaft and is articulated and connected, and the other end of the 5th body of rod 55 is provided with Along the quarter butt 57 of the first body 51 radial arrangement, quarter butt 57 is in two states, and one is: short Bar 57 extends to the working position walked in the periphery of steel ring A1 for pulling steel reinforcement cage;They are two years old Bounce back to dodge position, the most as shown in Figure 5 in steel ring A1 for: quarter butt 57.By above-mentioned The pull unit of structure, it can pull steel reinforcement cage to translate when welding, simultaneously will not be to steel The unloading of muscle cage produces impact, it is ensured that steel reinforcement cage automatic welding.
Certain error may be there is around muscle when winding to vertical muscle A3 peripheral, thus can lead Cause the most consistent with the soldering turret of welder around the actual welding point between muscle A3 with vertical muscle A2, because of This needs the winding of opposing connection muscle A3 to rectify a deviation, and the present invention specifically uses Figure 12, technology shown in 13 Scheme is implemented, that is: being wound on drum around muscle A3, drum rotates and is fixed on cloth bracket On 80, drum axially parallel layout with vertical muscle A2, the side of cloth bracket 80 be provided with for Opposing connection muscle A3 winding on vertical muscle A2 carries out the deviation correcting device rectified a deviation, and deviation correcting device includes reinforcing bar The second cross beam 70 that cage is provided above, second cross beam 70 is provided with lifting platform 73, lifting platform 73 On be provided with three suspention shapes arrange correction bars 71, correction bar 71 lower end edge around muscle A3 be wound around Pitch set gradually correction part 72, for prong, downwards and prong gradually increases correction part 72 Big Y-piece is constituted, due to the layout circuit of the three correction parts 72 that three correction bar 71 lower ends are arranged Consistent with the shape around the wanted winding of muscle A3, therefore, its can opposing connection muscle A3 on vertical muscle A2 Winding rectify a deviation;Deviation correcting device is in two states, and one is: lifting platform 73 is descending, The prong being positioned at correction part 72 around muscle A3 carries out the correction position rectified a deviation, and it two is deviation correcting device position Position is dodged to what the rotation of steel reinforcement cage was dodged in the outside of vertical muscle A2.Thus ensure around muscle A3 Reliable winding, it is ensured that welding quality.Welder includes the of layout corresponding with deviation correcting device Two welding mechanisms, the second welding mechanism is for indulging muscle A2 and welding between muscle A3, and second welds Connection device can use existing cantilevered welding mechanism, and lifting platform 73 can use cylinder to regulate it to enter Row lifting.
During it addition, steel reinforcement cage is longer, in order to ensure the movement of vertical muscle A2, can use such as further Lower technical scheme is implemented, as it is shown in figure 1, welding equipment also includes special operations mounting seat 30, Fixed mounting 10 is between special operations mounting seat 30 and active mount 20, and auxiliary is lived Dynamic mounting seat 30 is provided with rotating shaft near the side of fixed mounting 10, and the axle head of rotating shaft is provided with 3rd rotating disk 31, the 3rd rotating disk 31 offers the third through-hole passed for vertical muscle A2, threeway (third through-hole is provided with some circles on the 3rd rotating disk to the most radial layout in hole, and respectively encloses Three through holes are arranged with core), the diameter of the third through-hole diameter more than vertical muscle A2, first, second and third Rotating disk is arranged with core, and special operations mounting seat 30 is arranged on the first slide rail 201, and the 9th drives Mechanism orders about special operations mounting seat 30 and moves, special operations mounting seat 30 and movable installation The mobile holding of seat 20 is consistent, and the 9th drive mechanism can be consistent with the first drive mechanism, and two The operation of person keeps consistent.The most also can be at active mount 20 and fixed mounting 10 and solid Determining, some are set between mounting seat and special operations mounting seat and supports seat, it is to avoid steel reinforcement cage long spacing Unsettled, support the setting of seat and should meet not on the translation of steel reinforcement cage and rotate and produce impact.
The high speed road and bridge using the present invention to provide mix earth load-bearing pillar cylinder steel reinforcement cage welding equipment The concrete grammar carrying out steel reinforcement cage welding is as follows:
Assemble steel ring, indulge muscle, around muscle: select corresponding size according to the size of steel reinforcement cage to be welded Sleeve be arranged on the first axle body 41, the 3rd drive mechanism position to the first fixing device 11A Put and be adjusted, steel ring A1 arrangement is set on sleeve, then by vertical muscle A2 through first Fixing device and the 3rd rotating disk 31 are fixed, and the end of vertical muscle A2 extends to the outside of sleeve, To be fixed on cloth bracket 80 around muscle A3, preparation completes;
Or: select the set jacket casing of corresponding size to be arranged on first according to the size of steel reinforcement cage to be welded On axis body 41, the locating part choosing the size that adapts is arranged on the second axle body 111, then will Vertical muscle A2 is fixed through first and third rotating disk 11,31, and the end of vertical muscle A2 extends to set The outside of cylinder, will be fixed on cloth bracket 80 around muscle A3, and preparation completes;
Welding between steel ring A1 and vertical muscle A2: before a steel ring A1 starts welding, the Three bodies of rod 46 are in working position, and poking device moves to the side near outer tube 471, the One rod for stiring materials 63 is in convex liter of state, second rod for stiring materials 64 is in retracted state, first rod for stiring materials The end of 63 and the tube wall matched in clearance of outer tube 471, walking dolly 62 is to away from the 3rd body of rod 46 A side shifting, until the material toggling end of first rod for stiring materials 63 and the steel ring A1 being set on sleeve Lean (walking dolly 62 cannot continue to move to), and now, second rod for stiring materials 64 is by retraction shape State is converted to convex liter of state and inserts between adjacent steel rib ring A1, and first rod for stiring materials 63 is by convex liter of state Transferring retracted state to, the moving direction of walking dolly 62 changes, near the 3rd body of rod 46 A side shifting, second rod for stiring materials 64 promotes the steel between first and second rod for stiring materials 63,64 simultaneously Rib ring A1 moves, until steel ring A1 move to the 3rd body of rod 46 being in working position Lean, now start the first welding mechanism and weld between steel ring A1 and vertical muscle A2, During welding, the second drive mechanism is ordered about steel reinforcement cage and is rotated, it is ensured that every vertical muscle A2 and reinforcing bar Circle A1 the most reliably welds, and during welded reinforcement circle A1 and vertical muscle A2, steel reinforcement cage does not translates, weldering After access node bundle, being moved to the side away from sleeve by poking device, the 3rd body of rod 46 is by work Transferring to as position and dodge position, steel reinforcement cage translates, when the distance of steel reinforcement cage translation reaches two steel rings Between spacing time, repeat aforesaid operations and carry out weldering between steel ring A1 and vertical muscle A2 next time Connect, the most repeatedly;Between steel ring A1 and vertical muscle A2 during welding, deviation correction mechanism is in dodges position;
Welding between muscle A3 and vertical muscle A2: when first the steel ring A1 welded runs To deviation correcting device, the end around muscle A3 is bent into hook and is fixed on steel ring A1 and vertical muscle A2 Weld, start the second fixing device so that quarter butt 57 is in working position, around muscle A3 be wound around On vertical muscle A2, startup deviation correction mechanism is at correction position and rectifies a deviation for opposing connection muscle A3, Start after having rectified a deviation and weld between the second welding mechanism opposing connection muscle and vertical muscle;After welding terminates Deviation correction mechanism returns back to dodge position, and first and second drive mechanism is ordered about steel reinforcement cage and rotated and translate, When run to next around the pad of muscle and vertical muscle time, repeat aforesaid operations carry out next time around muscle A3 And the welding between vertical muscle A2, the most repeatedly;In time welding between muscle A3 and vertical muscle A2, dial Material device is in dodges position.
Welding between one steel ring A1 and each vertical muscle A2 performs around muscle A3 and vertical muscle after terminating Welding between A2;Perform when welding between muscle A3 and vertical muscle A2, if the translation of steel reinforcement cage When distance reaches the spacing preset between two steel ring A1, then perform steel ring A1 and each vertical muscle A2 Between welding, be so repeated up to whole steel reinforcement cage welding complete, after welding use block Vertical muscle A2 is blocked by device, unloads the steel reinforcement cage welded, and carries out the weldering of next steel reinforcement cage Connect.
The high speed road and bridge that the present invention provides mix earth load-bearing pillar cylinder steel reinforcement cage welding equipment, and it can Realize the rapid automatized welding to steel reinforcement cage.
The above is only the preferred embodiment of the present invention, it is noted that for the art Those of ordinary skill for, after knowing content described in the present invention, former without departing from the present invention On the premise of reason, it is also possible to it is made some equal conversion and replacement, these convert on an equal basis and replace In generation, also should be regarded as belonging to protection scope of the present invention.

Claims (1)

1. high speed road and bridge mix an earth load-bearing pillar cylinder steel reinforcement cage welding equipment, and its feature exists In: including fixed mounting positioned opposite and active mount, active mount is arranged on first On slide rail, the first slide rail is arranged along the spacing direction between fixed mounting and active mount, the One drive mechanism is ordered about active mount and is moved;On fixed mounting and active mount respectively Arranging first and second rotating disk that same core is positioned opposite, the first rotating disk is rotatably installed on fixed mounting, Second rotating disk is rotatably installed on active mount, and the second drive mechanism is ordered about first and second rotating disk and entered Row rotates;First rotating disk is provided with for fixing steel ring in the card of active mount side Fixing device, be provided with between fixed mounting and active mount for lay around muscle at vertical muscle On the cloth bracket that is wound and to steel ring, vertical muscle, the welding dress that welds between muscle Put;Being wound on drum around muscular cramp, drum rotates and is fixed on cloth bracket, axial and the vertical muscle of drum Parallel layout, the side of cloth bracket is provided with rectifies a deviation for the winding on vertical muscle of the opposing connection muscle Deviation correcting device, deviation correcting device includes the crossbeam that steel reinforcement cage is provided above, and crossbeam is provided with lifting Platform, lifting platform is provided with the correction bar that three suspention shapes are arranged, the lower end edge of correction bar twines around muscle Around pitch set gradually correction part, correction part is that downwards and prong is gradually increased prong Y-piece is constituted;Offering the through hole passed for vertical muscle on first rotating disk, through hole is the most radial Arranging, the diameter of through hole is more than the diameter of vertical muscle, and the first rotating disk is away from active mount side card On be provided with axis body, axis body and the first rotating disk and arrange with core, axis body is arranged with may make up with it can Being detachably connected with the locating part of cooperation, locating part is by inner ring, outer shroud and the connection of connection inner and outer rings Bar forms, and the diameter of the circle that the internal diameter of outer shroud muscle vertical with on steel reinforcement cage encloses is consistent, first, Two turntable structures are identical.
CN201510425032.0A 2015-07-16 2015-07-16 High speed road and bridge mix earth load-bearing pillar cylinder steel reinforcement cage welding equipment Expired - Fee Related CN104959762B (en)

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CN106041406A (en) * 2016-08-05 2016-10-26 刘杰 Drawing mechanism of seam welder

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* Cited by examiner, † Cited by third party
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DE2631455A1 (en) * 1976-07-13 1978-01-19 Zueblin Ag Spot welding appts. with electronic circuit to control current - for mfr. of steel cages for reinforcing concrete pipes
JPS5548438A (en) * 1978-10-04 1980-04-07 High Frequency Heattreat Co Ltd Welding method of rotary type spot welder for reinforcing steel cage knitting machine and its device
CN104002034B (en) * 2014-05-23 2016-06-15 建科机械(天津)股份有限公司 Two welding mechanisms of reinforcing bar cage seam welding
CN104148843B (en) * 2014-08-21 2015-08-26 唐山市天泽专用焊接设备有限公司 The rotary welding device of on-circular cross-section or non-uniform pile bar reinforcing bar cage seam welding
CN204035776U (en) * 2014-08-21 2014-12-24 唐山市天泽专用焊接设备有限公司 The rotary welding device of tapered electric pole reinforcing bar cage seam welding
CN204277259U (en) * 2014-12-03 2015-04-22 建科机械(天津)股份有限公司 The automatic welding mechanism of square steel reinforcement cage forming machine
CN204397147U (en) * 2014-12-30 2015-06-17 建科机械(天津)股份有限公司 A kind of electric resistance welding mechanism of reinforcing bar cage seam welding

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