CN106078042A - A kind of construction pile foundation steel bar cage welding equipment - Google Patents
A kind of construction pile foundation steel bar cage welding equipment Download PDFInfo
- Publication number
- CN106078042A CN106078042A CN201610499988.XA CN201610499988A CN106078042A CN 106078042 A CN106078042 A CN 106078042A CN 201610499988 A CN201610499988 A CN 201610499988A CN 106078042 A CN106078042 A CN 106078042A
- Authority
- CN
- China
- Prior art keywords
- rod
- axle body
- muscle
- welding
- rotating disk
- 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
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K31/00—Processes relevant to this subclass, specially adapted for particular articles or purposes, but not covered by only one of the preceding main groups
- B23K31/02—Processes relevant to this subclass, specially adapted for particular articles or purposes, but not covered by only one of the preceding main groups relating to soldering or welding
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K37/00—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups
- B23K37/04—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups for holding or positioning work
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K37/00—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups
- B23K37/02—Carriages for supporting the welding or cutting element
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K37/00—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups
- B23K37/04—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups for holding or positioning work
- B23K37/0426—Fixtures for other work
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K37/00—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups
- B23K37/04—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups for holding or positioning work
- B23K37/0461—Welding tables
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K37/00—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups
- B23K37/04—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups for holding or positioning work
- B23K37/047—Auxiliary 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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K2103/00—Materials to be soldered, welded or cut
- B23K2103/02—Iron or ferrous alloys
- B23K2103/04—Steel or steel alloys
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Optics & Photonics (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of construction pile foundation steel bar cage welding equipment；First rotating disk is the first axle body of extended suspension shape in the card of active mount side, the first axle body and the first rotating disk are arranged with core, 3rd fixing device includes the sleeve being removably mounted on the first axle body, sleeve is by inner tube, in outer tube and connection, the head rod composition of outer tube, steel ring arrangement shape is set on the tube wall of outer tube, the suspension end of the first axle body is provided with the second cylinder arranged along its length, first collar it is provided with on the piston rod of the second cylinder, the end of the first axle body is provided with second collar, first, second is arranged along its circumference uniform intervals respectively on two collars, three bodies of rod.The construction pile foundation steel bar cage welding equipment of above-mentioned offer, it can effectively realize the erection welding of steel reinforcement cage.
Description
The present invention is filing date on 07 16th, 2015, Application No. 2015104245002, invention entitled " is used for
The pile foundation steel bar cage welding equipment of construction " the divisional application of patent of invention.
Technical field
The present invention relates to civil engineering field, be specifically related to a kind of construction pile foundation steel bar 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, and the structure of steel reinforcement cage is concrete such as Figure 14 institute
Show, including spaced steel ring, enclose be located at steel ring the spaced vertical muscle in periphery and on vertical muscle helically line
Shape be wound around around muscle, vertical muscle and the perpendicular shape of steel ring are arranged.The welding of steel reinforcement cage is mainly complete by built human weld at present
Becoming, its welding efficiency is low, and needs the workman of more than at least four to coordinate.Some are currently also had to carry out steel reinforcement cage welding
Equipment, in entitled " rotary welding device of tapered electric pole reinforcing bar cage seam welding " (application number: 201410413871.6)
To following technical scheme described in state's patent documentation: the rotary welding device of a kind of tapered electric pole reinforcing bar cage seam welding, including indulging
To rebar fixing device, welder and circumferential reinforcement fixing device；Described longitudinal reinforcement fixing device is for fixing gradually
The longitudinal reinforcement of reducing, described circumferential reinforcement fixing device is used for fixing circumferential reinforcement, is vertically fixed on by circumferential reinforcement vertical
On reinforcing bar, circumferential reinforcement fixing device and welder rotate around longitudinal reinforcement fixing device, by welder by hoop
Reinforcing bar is wound around and is welded on longitudinal reinforcement；Described longitudinal reinforcement fixing device includes that fixed disk, fixed disk center are provided with cone
The reducing mold of annular, reducing mold and fixed disk concentric；Described reducing mold excircle is evenly equipped with reducing slide block, described
Reducing slide block reducing mold drive under radially slide on fixed disk surface；Through hole is had, institute on described reducing slide block
The through hole stated is for penetrating longitudinal reinforcement；Described reducing slide block is that longitudinal reinforcement is powered；Described circumferential reinforcement fixing device
Lead muscle arm including rotating disk and arc, rotating disk be arranged on fixed disk excircle and with fixed disk concentric, rotating disk is around circle
The heart rotates；Leading 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, weld copper coin positioning sleeve
Being fixed on conductive electrode, conductive electrode is connected with movable conductor, and described movable conductor is connected with power supply；Described forcing press
Structure applies constant pressure to welding electrode so that welding electrode butt welding contact keeps constant pressure.
The said equipment may be used for realizing the welding of different size steel reinforcement cage, and the welding of tapered electric pole steel reinforcement cage, but
It is that it is being applied on automatic welding device there is also deficiency, as effective assembling of steel ring and vertical muscle cannot be realized, it is difficult to suitable
Different size is answered to indulge the welding of muscle, it is therefore necessary to it is optimized further.
Summary of the invention
It is an object of the invention to provide a kind of construction pile foundation steel bar cage welding equipment, it can effectively solve
State problem, 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 construction pile foundation steel bar cage welding equipment, it is characterised in that: include fixed installation positioned opposite
Seat and active mount, active mount is arranged on the first slide rail, the first slide rail along fixed mounting and active mount it
Between spacing direction arrange, the first drive mechanism is ordered about active mount and is moved；On fixed mounting and active mount
Being respectively provided with first and second rotating disk that same core is positioned opposite, first and second rotating disk is rotatably installed in fixed mounting and movable peace respectively
On dress seat, the second drive mechanism is ordered about first and second rotating disk and is rotated；First rotating disk is in the card of active mount side
Be provided with the 3rd fixing device for fixing steel ring, be provided with between fixed mounting and active mount for lay around
Cloth bracket that muscle is wound on vertical muscle and to steel ring, vertical muscle, the welder that welds between muscle.
The construction pile foundation steel bar cage welding equipment that technique scheme provides, it is fast that it can realize steel reinforcement cage
Speed automatic welding.
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, the present invention is carried out specifically
Bright.Should be appreciated that following word only in order to describe one or more specific embodiments of the present invention, not to the present invention
The protection domain of concrete request carries out considered critical.
The construction pile foundation steel bar cage welding equipment that the present invention provides, as it is shown in figure 1, include positioned opposite consolidating
Determining mounting seat 10 and active mount 20, active mount 20 is arranged on the first slide rail 201, and the first slide rail 201 is along fixing peace
Spacing direction between dress seat 10 and active mount 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；It is respectively provided with same core on fixed mounting 10 and active mount 20
First and second rotating disk 11,21 positioned opposite, first and second rotating disk 11,21 is rotatably installed in fixed mounting 10 and movable peace respectively
On dress seat 20, the second drive mechanism is ordered about first and second rotating disk 11,21 and is rotated, and the second drive mechanism can be that motor drives machine
Structure, the first rotating disk 11 is provided with the 3rd fixing device for fixing steel ring A1 in the card of active mount 20 side
40, it is provided with the cloth being wound on vertical muscle A2 around muscle A3 for laying between fixed mounting 10 and active mount 20
Frame 80 and to steel ring A1, vertical muscle A2, the welder that welds between muscle A3.
The present invention is to realize indulging different size the welding of muscle A2, that is needs to regulate the clamping hole adapted to vertical muscle A2
Clamping, 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, the first rotating disk 11 has been provided at circumferentially spaced for supporting along it
First fixing device 11A of vertical muscle A2, the first fixing device 11A and the first rotating disk 11 constitute slip along the radial direction of the first rotating disk 11
Guiding and coordinate, the 3rd drive mechanism is connected with the first fixing device 11A and orders about the first fixing device 11A along the first rotating disk 11
Radial direction move, the 3rd drive mechanism can be cylinder constitute, the second rotating disk 21 is provided for the end of steel reinforcement cage is entered
Second fixing device 50 of row clamping；First fixing device 11A includes the first slide 11a, along the first rotating disk on the first slide 11a
11 axially offer for indulging the first through hole 11h that muscle A2 passes, on the first slide 11a, the outside to the first rotating disk 11 is extended
Having three the first support arms, the first support arm 11b is arranged at the peripheral uniform intervals of the first through hole 11h, the first support arm 11b's
One end and the first slide 11a constitute first and are articulated and connected and constitute first first 60 ° of angles of jointed shaft two twenty percent being articulated and connected
Arranging, the other end of the first support arm 11b is rotatablely equipped with heart yearn two twenty percent of the first deflector roll 11c, the first deflector roll 11c respectively
60 ° of angles are arranged, it is hinged that the middle part of the first support arm 11b constitutes second by one end of the second jointed shaft and the first body of rod 11e
Connecting, the first slide 11a is additionally provided with three the first slide block 11d, the first slide block 11d lays respectively at the first support arm 11b's
Outside, the first slide block 11d by the first chute, the first guide rod 11f and the first slide 11a of the upper setting of the first slide 11a along the
The radial direction of one through hole 11h constitutes slide-and-guide and coordinates, and the first guide rod 11f is arranged with and orders about the first slide block 11d near first
The first compression spring 11g that through hole 11h center moves, the other end of the first body of rod 11e and the first slide block 11d pass through the 3rd
Jointed shaft constitutes and the 3rd is articulated and connected, first, second and third jointed shaft and the first deflector roll 11c is the most corresponding is arranged in parallel.Above-mentioned technology
The first fixing device 11A that scheme provides, regulates the first fixing device 11A and first rotating disk 11 center of circle by the 3rd drive mechanism
Distance, it is achieved the welding to different size steel reinforcement cage；It addition, by the first fixing device 11A of said structure, it can be fitted
The change that should indulge the size of muscle A2 and adapt, it is achieved different size is indulged muscle A2 and fixes and carry.
More specifically scheme is: the middle part of the first deflector roll 11c is arranged to convex, vertical muscle A2 and the roller of the first deflector roll 11c
Face is linear contact lay.First rotating disk 11 offers the second chute in the card of fixed mounting 10 side, and the first slide 11a leads to
Crossing the second chute and the first rotating disk 11 constitutes slide-and-guide and coordinates, the 3rd drive mechanism includes the first cylinder, the work of the first cylinder
Stopper rod and the first slide 11a are connected, and the first slide 11a are provided with to its latch assembly locked that slides, locking group
Part 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 and second lead to for what vertical muscle A2 passed
Hole 112, (the second through hole 112 is provided with some circles on the first rotating disk to the second the most radial layout of through hole 112, and respectively encloses
Second through hole 112 is arranged with core), the diameter of the second through hole 112 diameter more than vertical muscle A2, the first rotating disk 11 is installed away from activity
It is provided with the second axle body 111, the second axle body 111 and the first rotating disk 11 in seat 20 side cards to arrange with core, on the second axle body 111
Being arranged with and may make up the detachable locating part being connected and coordinating with it, locating part is by internal ring 113, outer shroud 114 and connects inner and outer rings
113, the second connecting rod composition of 114, the diameter of the circle that the internal diameter of outer shroud 114 muscle A2 vertical with on steel reinforcement cage encloses is consistent.
This kind of scheme carries out A2 support by arranging different the second through hole 112 away from first rotating disk 11 center of circle to vertical muscle, owing to second leads to
The aperture in hole 112 diameter more than vertical muscle A2, it is therefore desirable to locating part is set and carries out spacing, can on the ring wall of internal ring 113 with
Offering groove at second through hole 112 opposite position, the flute length direction of groove is consistent with the length direction of vertical muscle A2, groove
Cross section is semicircle.So carrying out spacing by locating part to vertical muscle, vertical muscle A2 is constrained on internal ring 113 ring wall and the second through hole
Region between 112 hole walls, vertical muscle A2 is linear contact lay with internal ring 113 ring wall and the second through hole 112 hole wall, therefore indulges muscle A2
The friction slided is little, adapts to different size and indulges the welding of muscle.
In above two technical scheme, the first is more complicated than the second structure, but the second needs to arrange different chi
Very little locating part mates, and can specifically choose that technical scheme of employing according to scene and implement.First and second rotating disk 11,
The structure of 21 structure identical, first and second fixing device may be the same or different.
The construction pile foundation steel bar cage welding equipment that the present invention provides, it can realize steel ring A1, vertical muscle A2
And the welding between muscle A3, it is not necessary to manually overlap between it.Therefore realize between steel ring and vertical muscle and indulge
Reliable overlap joint between muscle and steel ring is particularly important.Therefore the further scheme of the present invention is, as shown in Figure 2,3, 4, and first
Rotating disk 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 first
Rotating disk 11 is arranged with core, and the 3rd fixing device 40 includes the sleeve being removably mounted on the first axle body 41, and sleeve is by inner tube
72, the head rod composition of outer tube 471 and connection inner and outer pipe, steel ring A1 arrangement shape is set on the tube wall of outer tube 471,
The suspension end of the first axle body 41 is provided with the second cylinder 42 arranged along its length, and the piston rod of the second cylinder 42 is arranged
Having first collar 43, the end of the first axle body 41 is provided with second collar 44, on first and second collar along its circumference respectively uniformly between
Every arranging second and third body of rod, one end of second body of rod 45 constitutes the 4th with first collar 43 by the 4th jointed shaft and is articulated and connected,
One end of 3rd body of rod 46 constitutes the 5th with second collar 44 by the 5th jointed shaft and is articulated and connected, the other end of second body of rod 45
Constituting the 6th with the middle part of the 3rd body of rod 46 by the 6th jointed shaft to be articulated and connected, the other end of the 3rd body of rod 46 is in two kinds of shapes
State, one is: the 3rd body of rod 46 and the end of sleeve recline mutually, the other end end of the 3rd body of rod 46 extends to outside outer tube 471
The working position enclosed, as shown in Figure 2,3；It two is: the 3rd body of rod 46 and the end of sleeve are separated, the other end of the 3rd body of rod 46
It is positioned at and dodges position, as shown in Figure 4 within outer tube 471；First horizontal stroke being provided above perpendicular layout of the first axle body 41
Beam 60, the two ends of first crossbeam 60 are provided with poking device, and poking device includes suspending the first column that shape is arranged, the first column in midair
Lower end be provided with the first axial arranged longeron 61 along the first axle body 41, the first longeron 61 is provided with 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, between first and second driving lever 63,64
Spacing is consistent with the bar diameter constituting steel ring A1, and first and second driving lever 63,64, along the radial arrangement of the first axle body 41, is dialled
Material device constitutes slide-and-guide along the height direction of first crossbeam 60 with it and coordinates, and the 4th drive mechanism is connected with poking device
Connecing, the 6th drive mechanism is ordered about walking dolly 62 and is moved on the first longeron 61, the seven, the eight drive mechanism regulations first,
Two driving levers 63,64 stretch along the radial direction of the first axle body 41, the four, the seven, eight drive mechanisms can be cylinder constitute, the 6th drive
Mechanism can be that motor is constituted, and first and second driving lever 63,64 can be that the piston rod of cylinder is constituted.By first and second driving lever arranged
63,64 realize steel ring A1 is stirred.During initial operation, steel ring A1 is arranged on sleeve one away from the 3rd body of rod 46
End, during material toggling, first rod for stiring materials 63 is in convex liter of state, second rod for stiring materials 64 is in retracted state, the end of first rod for stiring materials 63
With the tube wall matched in clearance of outer tube 471, now walking dolly 62 is to the side shifting away from the 3rd body of rod 46, until the first material toggling
The material toggling end of bar 63 leans with the steel ring A1 being set on sleeve, and walking dolly 62 cannot continue to move to, now second group
Material bar 64 is converted to convex liter of state by retracted state and inserts between adjacent steel rib ring A1, simultaneously: first rod for stiring materials 63 is by convex liter of shape
State transfers retracted state to, and the moving direction of walking dolly 62 changes, near a side shifting of the 3rd body of rod 46, and such the
Two rod for stiring materials 64 promote the steel ring A1 between first and second rod for stiring materials 63,64 to translate, and steel ring A1 moves to and is in work
The 3rd body of rod 46 making position leans, and now starts the first welding mechanism and welds between steel ring A1 and vertical muscle A2, weldering
After access node bundle, being moved to the side away from sleeve by poking device, the 3rd body of rod 46 is transferred to by working position dodges position, movable
Mounting seat 20 pulls steel reinforcement cage to translate, until need to carry out repeating above-mentioned behaviour during welded reinforcement circle A1 and vertical muscle A2 next time
Make, 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 is followed successively by steel layer, elastic layer and gel coating resin from the inside to the outside, this structure
Outer tube 471 can be easy to rod for stiring materials and stir steel ring A1 and translate, prevent steel ring A1 stuck in moving process；Welding
Device includes and the first welding mechanism of the first corresponding layout of the collar 43, and the first welding mechanism is used for indulging muscle A2 and steel ring A1
Between welding, the first welder can use existing cantilevered welding mechanism.
The construction pile foundation steel bar cage welding equipment that the present invention provides, needs to pull the steel reinforcement cage welded to carry out
Translation so that unwelded part moves to the weld part of welder.Second rotating disk 21 dish near fixed mounting 10 side
It is provided with the first body 51 and the 3rd cylinder 52 on face, the outer tube wall of the first body 51 is provided with the 3rd collar 54, the 3rd gas
The piston rod of cylinder 52 extends to the end of the first body 51 outer end and is provided with the 4th collar 53, the external diameter and first of the 4th collar 53
The external diameter of body 51 is consistent, and third and fourth collar arranges fourth, fifth body of rod, the 4th body of rod along its circumference uniform intervals respectively
One end of 56 constitutes the 7th with the 3rd collar 54 by the 7th jointed shaft and is articulated and connected, one end of the 5th body of rod 55 and the 4th collar
53 constitute the 8th by the 8th jointed shaft is articulated and connected, and the other end of the 4th body of rod 56 and the middle part of the 5th body of rod 55 are by the 9th
Jointed shaft constitutes the 9th and is articulated and connected, and the other end of the 5th body of rod 55 is provided with the quarter butt 57 along the first body 51 radial arrangement,
Quarter butt 57 is in two states, and one is: quarter butt 57 extends to the periphery of steel ring A1 for pulling steel reinforcement cage to walk
Working position；It two is: quarter butt 57 bounces back to dodge position, the most as shown in Figure 5 in steel ring A1.Pulling by said structure
Device, it can pull steel reinforcement cage to translate when welding, the unloading of steel reinforcement cage will not be produced impact, it is ensured that reinforcing bar simultaneously
Cage automatic welding.
Certain error may be there is around muscle when winding to vertical muscle A3 peripheral, so may result in around muscle A3 and vertical muscle
Actual welding point between A2 is the most consistent with the soldering turret of welder, it is therefore desirable to the winding of opposing connection muscle A3 is rectified a deviation, this
Invention specifically uses Figure 12, technical scheme shown in 13 to implement, that is: being wound on drum around muscle A3, drum rotates fixing
On cloth bracket 80, the axial layout of paralleling with vertical muscle A2 of drum, the side of cloth bracket 80 is provided with and exists for opposing connection muscle A3
Winding on vertical muscle A2 carries out the deviation correcting device rectified a deviation, and deviation correcting device includes the second cross beam 70 that steel reinforcement cage is provided above, and second
It is provided with lifting platform 73 on crossbeam 70, lifting platform 73 is provided with the correction bar 71 that three suspention shapes are arranged, correction bar 71 times
Holding and set gradually correction part 72 along the pitch being wound around around muscle A3, correction part 72 is that downwards and prong is gradually increased prong
Y-piece is constituted, the layout circuit of three correction parts 72 arranged due to three correction bar 71 lower ends and the shape around the wanted winding of muscle A3
Consistent, therefore, it can rectify a deviation in opposing connection muscle A3 winding on vertical muscle A2；Deviation correcting device is in two states, and one is:
Lifting platform 73 is descending, and the prong being positioned at correction part 72 around muscle A3 carries out the correction position rectified a deviation, its two be positioned at for deviation correcting device vertical
Position is dodged to what the rotation of steel reinforcement cage was dodged in the outside of muscle A2.Thus ensure the reliable winding around muscle A3, it is ensured that welding matter
Amount.Welder includes the second welding mechanism of layout corresponding with deviation correcting device, the second welding mechanism be used for indulging muscle A2 with around
Welding between muscle A3, the second welder can use existing cantilevered welding mechanism, and lifting platform 73 can use cylinder to regulate
It lifts.
During it addition, steel reinforcement cage is longer, in order to ensure the movement of vertical muscle A2, can adopt the following technical scheme that further and carry out reality
Execute, as it is shown in figure 1, welding equipment also includes that special operations mounting seat 30, fixed mounting 10 are positioned at special operations mounting seat 30
With between active mount 20, special operations mounting seat 30 is provided with rotating shaft near the side of fixed mounting 10, the axle of rotating shaft
End is provided with the 3rd rotating disk 31, and the 3rd rotating disk 31 offers the third through-hole passed for vertical muscle A2, third through-hole spoke ringwise
Penetrate shape and arrange (third through-hole is provided with some circles on the 3rd rotating disk, and each circle third through-hole is arranged with core), third through-hole
The diameter diameter more than vertical muscle A2, first, second and third rotating disk is with core layout, and special operations mounting seat 30 is arranged on the first slide rail 201
On, the 9th drive mechanism is ordered about special operations mounting seat 30 and is moved, special operations mounting seat 30 and active mount 20
Mobile holding is consistent, and the 9th drive mechanism can be consistent with the first drive mechanism, and both operations keep consistent.The most also may be used
Some are set between active mount 20 and fixed mounting 10 and fixed mounting and special operations mounting seat and support seat,
Avoid the unsettled of steel reinforcement cage long spacing, support the setting of seat and should meet not on the translation of steel reinforcement cage and rotate and produce impact.
The construction pile foundation steel bar cage welding equipment using the present invention to provide carries out the concrete side of steel reinforcement cage welding
Method is as follows:
Assembling steel ring, vertical muscle, around muscle: select the sleeve of corresponding size to be arranged on the according to the size of steel reinforcement cage to be welded
On one axis body 41, the position of the first fixing device 11A is adjusted by the 3rd drive mechanism, and steel ring A1 arrangement is set in set
On cylinder, being then fixed through the first fixing device and the 3rd rotating disk 31 by vertical muscle A2, the end of vertical muscle A2 extends to sleeve
Outside, will be fixed on cloth bracket 80 around muscle A3, preparation completes；
Or: select the set jacket casing of corresponding size to be arranged on the first axle body 41 according to the size of steel reinforcement cage to be welded, choosing
The locating part taking the size that adapts is arranged on the second axle body 111, is then carried out through first and third rotating disk 11,31 by vertical muscle A2
Fixing, the end of vertical muscle A2 extends to the outside of sleeve, to 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 3rd body of rod 46 is in work
Position, poking device moves to the side near outer tube 471, and first rod for stiring materials 63 is in convex liter of state, second rod for stiring materials 64
Being in retracted state, the end of first rod for stiring materials 63 and the tube wall matched in clearance of outer tube 471, walking dolly 62 is to away from the 3rd bar
One side shifting of body 46, (walks little until the material toggling end of first rod for stiring materials 63 leans with the steel ring A1 being set on sleeve
Car 62 cannot continue to move to), now, second rod for stiring materials 64 by retracted state be converted to convex liter of state insert adjacent steel rib ring A1 it
Between, first rod for stiring materials 63 is transferred to retracted state by convex liter of state, and the moving direction of walking dolly 62 changes, near the 3rd
One side shifting of the body of rod 46, second rod for stiring materials 64 promotes the steel ring A1 between first and second rod for stiring materials 63,64 to move simultaneously
Dynamic, lean to the 3rd body of rod 46 being in working position until steel ring A1 moves, now start the first welding mechanism to steel
Welding between rib 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 steel ring A1 the most reliably welds, and during welded reinforcement circle A1 and vertical muscle A2, steel reinforcement cage does not translates, and after welding terminates, will dial
Material device moves to the side away from sleeve, and the 3rd body of rod 46 is transferred to by working position dodges position, and steel reinforcement cage translates, when
When the distance of steel reinforcement cage translation reaches the spacing between two steel rings, repeat aforesaid operations and carry out steel ring A1 and vertical muscle next time
Welding between A2, 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, will
It is bent into hook around the end of muscle A3 and is fixed on the weld of steel ring A1 and vertical muscle A2, start the second fixing device so that quarter butt
57 are in working position, are wrapped on vertical muscle A2 around muscle A3, and startup deviation correction mechanism is at correction position to be carried out for opposing connection muscle A3
Correction, starts after having rectified a deviation and welds between the second welding mechanism opposing connection muscle and vertical muscle；Welding terminates rear deviation correction mechanism and returns
Multiple to dodging position, first and second drive mechanism is ordered about steel reinforcement cage and is rotated and translate, when running to next around muscle and the weldering of vertical muscle
During contact, repeat aforesaid operations and carry out next time around the welding between muscle A3 and vertical muscle A2, the most repeatedly；Around muscle A3 and vertical muscle A2
Between welding time, poking device is in dodges position.
Welding between one steel ring A1 and each vertical muscle A2 performs around the welding between muscle A3 and vertical muscle A2 after terminating；Hold
Row is when welding between muscle A3 and vertical muscle A2, if the translation distance of steel reinforcement cage reaches the spacing preset between two steel ring A1
Time, then perform the welding between steel ring A1 and each vertical muscle A2, be so repeated up to the welding of whole steel reinforcement cage complete, weld complete
Vertical muscle A2 is blocked by rear use cutting device, unloads the steel reinforcement cage welded, and carries out the welding of next steel reinforcement cage.
The construction pile foundation steel bar cage welding equipment that the present invention provides, it is fast automatic that it can realize steel reinforcement cage
Change welding.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For Yuan, after knowing content described in the present invention, under the premise without departing from the principles of the invention, it is also possible to it is made some
Equal conversion and replacement, these convert on an equal basis and substitute and also should be regarded as belonging to protection scope of the present invention.
Claims (2)
1. a construction pile foundation steel bar cage welding equipment, it is characterised in that: include fixed mounting positioned opposite
And active mount, active mount is arranged on the first slide rail, and the first slide rail is along between fixed mounting and active mount
Spacing direction arrange, the first drive mechanism is ordered about active mount and is moved；Divide on fixed mounting and active mount
Not arranging first and second rotating disk that same core is positioned opposite, first and second rotating disk is rotatably installed in fixed mounting and movable installation respectively
On seat, the second drive mechanism is ordered about first and second rotating disk and is rotated；First rotating disk near active mount side card on
Be provided with the 3rd fixing device for fixing steel ring, be provided with between fixed mounting and active mount for lay around
Cloth bracket that muscle is wound on vertical muscle and to steel ring, vertical muscle, the welder that welds between muscle；First turn
Dish in the card of active mount side the first axle body of extended suspension shape, the first axle body and the first rotating disk with core cloth
Putting, the 3rd fixing device includes the sleeve being removably mounted on the first axle body, and sleeve is inside and outside by inner tube, outer tube and connection
The head rod composition of pipe, steel ring arrangement shape is set on the tube wall of outer tube, and the suspension end of the first axle body is provided with along it
The second cylinder that length direction is arranged, the piston rod of the second cylinder is provided with first collar, and the end of the first axle body is provided with
Second collar, first and second collar arranges second and third body of rod along its circumference uniform intervals respectively, one end of second body of rod and the
One collar constitutes the 4th by the 4th jointed shaft and is articulated and connected, and one end of the 3rd body of rod and second collar are by the 5th jointed shaft structure
Becoming the 5th to be articulated and connected, the other end of second body of rod and the middle part of the 3rd body of rod constitute the 6th hinged company by the 6th jointed shaft
Connecing, the other end of the 3rd body of rod is in two states, and one is: the 3rd body of rod and the end of sleeve recline mutually, the 3rd body of rod
Other end end extends to the working position that outer tube is peripheral；It two is: the 3rd body of rod and the end of sleeve are separated, the 3rd body of rod
What the other end was positioned at outer tube dodges position；
The first crossbeam being provided above perpendicular layout of the first axle body, the two ends of first crossbeam are provided with poking device,
Poking device includes suspending the first column that shape is arranged in midair, and the lower end of the first column is provided with axial arranged the along the first axle body
One longeron, the first longeron is provided with walking dolly, and on walking dolly, the axially spaced-apart along the first axle body arranges first and second group
Bar, the spacing between first and second driving lever is consistent with the bar diameter constituting steel ring, and first and second driving lever is along the first axle body
Radial arrangement, poking device constitutes slide-and-guide along the height direction of first crossbeam with it and coordinates, the 4th drive mechanism and material toggling
Device is connected, and the 6th drive mechanism is ordered about walking dolly and moved on the first longeron, the seven, the eight drive mechanisms regulations the
One, two driving levers stretch along the radial direction of the first axle body.
Construction pile foundation steel bar cage welding equipment the most according to claim 1, it is characterised in that: welder bag
Including and the first welding mechanism of the first corresponding layout of the collar, the first welding mechanism is for indulging welding between muscle with steel ring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610499988.XA CN106078042A (en) | 2015-07-16 | 2015-07-16 | A kind of construction pile foundation steel bar cage welding equipment |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510424500.2A CN104923936A (en) | 2015-07-16 | 2015-07-16 | Welding equipment for pile foundation reinforcement cage used for building construction |
| CN201610499988.XA CN106078042A (en) | 2015-07-16 | 2015-07-16 | A kind of construction pile foundation steel bar cage welding equipment |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510424500.2A Division CN104923936A (en) | 2015-07-16 | 2015-07-16 | Welding equipment for pile foundation reinforcement cage used for building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106078042A true CN106078042A (en) | 2016-11-09 |
Family
ID=54111529
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610499988.XA Pending CN106078042A (en) | 2015-07-16 | 2015-07-16 | A kind of construction pile foundation steel bar cage welding equipment |
| CN201510424500.2A Withdrawn CN104923936A (en) | 2015-07-16 | 2015-07-16 | Welding equipment for pile foundation reinforcement cage used for building construction |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510424500.2A Withdrawn CN104923936A (en) | 2015-07-16 | 2015-07-16 | Welding equipment for pile foundation reinforcement cage used for building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN106078042A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106826052A (en) * | 2017-01-23 | 2017-06-13 | 重庆溢权科技发展有限公司 | Modern assembled architecture engineering reinforcing cage stirrup cuts termination alignment means |
| CN113102662A (en) * | 2021-04-28 | 2021-07-13 | 黄希兵 | Construction steel reinforcement cage preparation equipment |
| CN116571928A (en) * | 2023-07-12 | 2023-08-11 | 广东华青建设工程有限公司 | Building construction welding device and application method thereof |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106695178B (en) * | 2015-08-12 | 2019-02-26 | 四平欧维姆机械有限公司 | The automatic ejecting mechanism of cranse in steel reinforcement cage forming machine |
| CN105364389B (en) * | 2015-12-18 | 2017-10-10 | 孙鸿雁 | A kind of stopping means for being used to roll cage machine |
| CN105921926B (en) * | 2016-06-13 | 2017-11-21 | 长春理工大学 | A kind of steel reinforcement cage is caught automatically and welder |
| CN111975279B (en) * | 2020-08-14 | 2022-08-19 | 河南郑通钢结构有限公司 | Auxiliary machine for welding and fixing steel columns for light steel building |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101274406A (en) * | 2007-03-27 | 2008-10-01 | 雍巨工业有限公司 | Helical reinforcement wheel welding and forming equipment and forming method thereof |
| CN101700555A (en) * | 2009-11-20 | 2010-05-05 | 天津市建科机械制造有限公司 | Automatic wielding mechanical device for forming machine of numerical control reinforcing cage |
| CN101823109A (en) * | 2010-04-26 | 2010-09-08 | 江都市建材机械厂有限公司 | Double-reinforcement parallel-winding full-automatic reinforced concrete pipe reinforcement cage seam welder |
| WO2010136880A1 (en) * | 2009-05-28 | 2010-12-02 | Beta Systems Srl Con Unico Socio | Machine to make reinforcement cages, welding device to make reinforcement cages and relative production method |
| CN103273232A (en) * | 2013-05-24 | 2013-09-04 | 建科机械（天津）股份有限公司 | Novel automatic welding device of reinforcing cage forming machine |
| CN203936514U (en) * | 2014-06-30 | 2014-11-12 | 深圳市康振机械科技有限公司 | Online docking reinforcing bar cage seam welding |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3422420A1 (en) * | 1984-06-16 | 1985-12-19 | Mbk Maschinenbau Gmbh, 7964 Kisslegg | MACHINE FOR PRODUCING REINFORCEMENT BODIES FOR CONCRETE PIPES |
| JPH06210460A (en) * | 1991-04-20 | 1994-08-02 | Marushiyoo Tekkin Kogyo:Kk | Welding machine for pile head peinforcing material |
| JP2587905B2 (en) * | 1994-04-12 | 1997-03-05 | 株式会社松村組 | Reinforcing cage manufacturing equipment |
| CN201357274Y (en) * | 2009-02-23 | 2009-12-09 | 山东法因数控机械股份有限公司 | Cylindrical steel reinforcement cage automatic twisting welding cable |
| CN203765236U (en) * | 2014-04-21 | 2014-08-13 | 青岛华雷重工设备有限公司 | Movable rotation head of seam welder of full-automatic steel reinforcement cage |
| CN203900723U (en) * | 2014-05-23 | 2014-10-29 | 建科机械（天津）股份有限公司 | Double-welding device of reinforcement cage seam welder |
| CN204018613U (en) * | 2014-07-05 | 2014-12-17 | 武汉嗨拓科技有限公司 | A kind of concrete reinforcing cage forming machine |
| CN204148737U (en) * | 2014-09-01 | 2015-02-11 | 无锡市荡口通用机械有限公司 | Taper steel reinforcement cage automatic diameter changing mechanism |
| CN204148715U (en) * | 2014-10-16 | 2015-02-11 | 泰州市恒源建材机械有限公司 | For the diameter changing device of reinforced bar skeleton seam welder |
| CN104759821B (en) * | 2015-04-20 | 2016-04-13 | 江苏科技大学 | A kind of seam welder automatic diameter changing system authority |
-
2015
- 2015-07-16 CN CN201610499988.XA patent/CN106078042A/en active Pending
- 2015-07-16 CN CN201510424500.2A patent/CN104923936A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101274406A (en) * | 2007-03-27 | 2008-10-01 | 雍巨工业有限公司 | Helical reinforcement wheel welding and forming equipment and forming method thereof |
| WO2010136880A1 (en) * | 2009-05-28 | 2010-12-02 | Beta Systems Srl Con Unico Socio | Machine to make reinforcement cages, welding device to make reinforcement cages and relative production method |
| CN101700555A (en) * | 2009-11-20 | 2010-05-05 | 天津市建科机械制造有限公司 | Automatic wielding mechanical device for forming machine of numerical control reinforcing cage |
| CN101823109A (en) * | 2010-04-26 | 2010-09-08 | 江都市建材机械厂有限公司 | Double-reinforcement parallel-winding full-automatic reinforced concrete pipe reinforcement cage seam welder |
| CN103273232A (en) * | 2013-05-24 | 2013-09-04 | 建科机械（天津）股份有限公司 | Novel automatic welding device of reinforcing cage forming machine |
| CN203936514U (en) * | 2014-06-30 | 2014-11-12 | 深圳市康振机械科技有限公司 | Online docking reinforcing bar cage seam welding |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106826052A (en) * | 2017-01-23 | 2017-06-13 | 重庆溢权科技发展有限公司 | Modern assembled architecture engineering reinforcing cage stirrup cuts termination alignment means |
| CN106826052B (en) * | 2017-01-23 | 2018-11-23 | 重庆溢权科技发展有限公司 | Modern assembled architecture engineering reinforcing cage stirrup cuts end alignment means |
| CN113102662A (en) * | 2021-04-28 | 2021-07-13 | 黄希兵 | Construction steel reinforcement cage preparation equipment |
| CN113102662B (en) * | 2021-04-28 | 2022-11-18 | 七冶安装工程有限责任公司 | Construction steel reinforcement cage manufacturing equipment |
| CN116571928A (en) * | 2023-07-12 | 2023-08-11 | 广东华青建设工程有限公司 | Building construction welding device and application method thereof |
| CN116571928B (en) * | 2023-07-12 | 2023-09-12 | 广东华青建设工程有限公司 | Building construction welding device and application method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104923936A (en) | 2015-09-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106078042A (en) | A kind of construction pile foundation steel bar cage welding equipment | |
| CN104972237A (en) | Welding machine for steel reinforcement cage of building pile foundation | |
| CN105033480A (en) | Support pillar reinforcement cage welder for municipal engineering | |
| CN104959762B (en) | High speed road and bridge mix earth load-bearing pillar cylinder steel reinforcement cage welding equipment | |
| CN105728973A (en) | Welding equipment of reinforcing cage | |
| CN206622543U (en) | Reinforcing bar bending device | |
| CN110000458A (en) | A kind of reinforcing bar cage seam welding | |
| CN105033479B (en) | A kind of municipal administration road and bridge engineering cylinder steel reinforcement cage welding equipment | |
| CN104942491B (en) | A kind of road and bridge cylinder steel reinforcement cage welding equipment | |
| CN105033541B (en) | Municipal works pile foundation steel reinforcement cage welding equipment | |
| CN104985345A (en) | Building pile foundation reinforcement cage welding device | |
| CN104985344A (en) | Welding device for welding reinforcement cage for building pile foundation | |
| CN105033519B (en) | It is easy to the road and bridge load-bearing pillar steel reinforcement cage welding equipment of steel reinforcement cage unloading | |
| CN105033517B (en) | Welding machine used for building construction and facilitating unloading of reinforcement cage | |
| CN105033518B (en) | Welding device enabling building pile foundation reinforcement cage to be conveniently unloaded | |
| CN104985342A (en) | Welding method for welding high-speed road and bridge support pillar reinforcement cage | |
| CN104985347A (en) | Welding machine for welding steel reinforcement cage of pile foundation in building construction | |
| CN105033543B (en) | A kind of bonding machine being easy to the unloading of building pile foundation steel reinforcement cage | |
| CN105033483A (en) | Welding device for pile foundation reinforcement cage in municipal engineering | |
| CN105033482A (en) | Method for welding support pillar reinforcement cage for municipal engineering | |
| CN105033481B (en) | Welding device for pile foundation reinforcement cage for municipal engineering construction | |
| CN105081657B (en) | A kind of municipal works pile foundation steel bar cage welding equipment | |
| CN104972238A (en) | Steel reinforcement cage welding equipment for civil engineering concrete pile foundation | |
| CN104985346A (en) | Welding machine for road and bridge construction and for welding supporting column reinforcement cage | |
| CN105195911A (en) | Welding method for conveniently unloading steel bar cage for concrete pile foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161109 |
|
| RJ01 | Rejection of invention patent application after publication |