CN211256697U - Double-leg assembly of bridge girder erection machine capable of lifting height without limitation - Google Patents
Double-leg assembly of bridge girder erection machine capable of lifting height without limitation Download PDFInfo
- Publication number
- CN211256697U CN211256697U CN201922012425.5U CN201922012425U CN211256697U CN 211256697 U CN211256697 U CN 211256697U CN 201922012425 U CN201922012425 U CN 201922012425U CN 211256697 U CN211256697 U CN 211256697U
- Authority
- CN
- China
- Prior art keywords
- bridge girder
- girder erection
- hydraulic cylinder
- leg
- joist
- 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.)
- Withdrawn - After Issue
Links
- 210000001364 upper extremity Anatomy 0.000 claims description 26
- 230000005540 biological transmission Effects 0.000 claims description 6
- 230000000712 assembly Effects 0.000 claims description 5
- 238000000429 assembly Methods 0.000 claims description 5
- 230000009467 reduction Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 12
- 239000003638 chemical reducing agent Substances 0.000 description 4
- 239000003381 stabilizer Substances 0.000 description 4
- 230000000630 rising effect Effects 0.000 description 2
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The two ends of the lower cross beam are respectively provided with a front support leg of a vertically arranged bridge girder erection machine, the upper end of the front support leg of the bridge girder erection machine is provided with a front support leg supporting beam, the two ends of the front support leg supporting beam are respectively assembled on the front support legs of the two bridge girder erection machines, the upper end of the front support leg supporting beam is fixed with a bridge girder erection machine main beam which is symmetrically arranged, the top end of the bridge girder erection machine main beam is provided with an upper cross beam, the two ends of the upper cross beam are respectively fixed on the two bridge girder erection machines, the front support leg supporting beam is further symmetrically provided with a pair of vertically arranged hydraulic cylinders, the two hydraulic cylinders are respectively positioned between the front support legs of the two bridge girder erection machines, a hydraulic cylinder supporting beam is arranged above the front support leg supporting beam, the two ends of the hydraulic cylinder supporting beam are respectively assembled on the front support legs of the two bridge girder erection machines. The utility model discloses simple structure is applicable to the construction requirement of different slopes, operation convenient to use.
Description
Technical Field
The utility model relates to a bridge girder erection machine machinery technical field especially relates to a two leg assemblies of bridge girder erection machine of unlimited lifting height.
Background
The bridge girder erection machine is equipment for placing prefabricated beam pieces on a prefabricated bridge pier. The bridge girder erection machine belongs to the category of cranes, because the main function of the bridge girder erection machine is to lift a beam piece and then transport the beam piece to a place and then put down, but the bridge girder erection machine is different from a general crane in a large sense, the required conditions are harsh, and the bridge girder erection machine runs on the beam piece or is called longitudinal movement. The bridge girder erection machine is divided into a plurality of bridge girders for erecting highway bridges, conventional railway bridges, special passenger railway bridges and the like. Along with the development of high-speed railways and highways, the erection problem of large-tonnage prefabricated whole-hole box girders is more prominent, various large box girder bridge erecting machines appear at home and abroad, the conventional bridge erecting machine is usually lifted and lowered by adopting a segmental upright post to adjust the gradient of a foundation, the adaptability to the erection requirements of different gradients is poor, the erection construction range under the condition of longitudinal gradient is small, the stability is poor, the integral quality is large, and the inconvenience is brought to operators.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a solve prior art's weak point and provide the two leg assemblies of bridge crane of unlimited hoisting height to be applicable to the building site construction and to the requirement of setting up of different slopes, improved the stability of bridge crane.
The utility model discloses a solve the technical scheme that above-mentioned technical problem took, provide a two leg assemblies of bridge crane of unrestricted hoisting height, including the bottom end rail, be fixed with a leg pipe on the bottom end rail, even interval is provided with mounting panel on the leg pipe, the fixed leg flange in top of leg pipe. The two ends of the lower cross beam are respectively provided with vertically arranged front supporting legs of the bridge girder erection machine, the mounting holes which are uniformly arranged at intervals are respectively formed in the front supporting legs of the two bridge girder erection machines, the mounting holes in the front supporting legs of the two bridge girder erection machines are arranged in a one-to-one correspondence mode, and the front supporting legs of the bridge girder erection machine are fixed on the lower cross beam through supporting leg flanges. The bottom of bottom end rail is equipped with the running gear that the symmetry set up, running gear includes the wheel case, and the top of wheel case passes through the hinged-support board with the bottom end rail and articulates together, is equipped with the walking wheel that the symmetry set up in the wheel case, and the outside of wheel case is fixed with the three-phase asynchronous machine that the perpendicular to wheel case set up, and three-phase asynchronous machine's transmission output shaft end connection reduction gear, the output of reduction gear is connected with the pivot transmission of walking wheel. The upper end of the front support leg of the bridge girder erection machine is provided with a front support leg supporting beam, a vertically arranged supporting beam pin shaft tube is fixed on the front support leg supporting beam, the outer sides of the front support legs of the two bridge girder erection machines are respectively sleeved with an upper supporting beam sliding sleeve and a lower supporting beam sliding sleeve, the upper supporting beam sliding sleeve is fixed at the upper end of the supporting beam pin shaft tube, the lower supporting beam sliding sleeve is fixed at the lower end of the supporting beam pin shaft tube, the upper supporting beam sliding sleeve and the lower supporting beam sliding sleeve are respectively provided with a mounting hole, and the upper supporting beam sliding sleeve and the lower supporting beam sliding sleeve are respectively fixed on the front support leg of. The upper end of the front supporting leg supporting beam is provided with a plurality of groups of mounting holes which are uniformly arranged at intervals, the two ends of the front supporting leg supporting beam are detachably and fixedly connected with main beam flanges through the mounting holes, and the positions of the main beam flanges can be adjusted according to different groups of mounting holes. The top end of the girder flange is fixed with a girder base, the upper ends of the front supporting leg supporting beams are provided with symmetrically arranged bridge girder erection machines, and the bridge girder erection machines are fixedly connected with the girder base. The top of the main beam of the bridge erecting machine is provided with a trolley track, and the end part of the main beam of the bridge erecting machine is provided with a limiting block. The end part of the main beam of the bridge girder erection machine is fixed with an upper beam flange, the top ends of the main beams of the two bridge girder erection machines are provided with an upper beam, the upper beam is a telescopic beam with a telescopic upper beam, and the upper beam is fixedly connected with the main beams of the bridge girder erection machines through the upper beam flange. The end parts of the main beams of the two bridge erecting machines are respectively arranged at the two ends of the front supporting leg joist and are respectively positioned at the outer sides of the front supporting legs of the two bridge erecting machines. A pair of vertically arranged hydraulic cylinders is symmetrically arranged on the front supporting leg supporting beam, a hydraulic cylinder supporting leg pipe is fixed on the front supporting leg supporting beam, a hydraulic cylinder flange is arranged on the hydraulic cylinder supporting leg pipe, a hydraulic cylinder ear plate is fixed at the top end of the hydraulic cylinder flange, and the free end of the hydraulic cylinder is hinged with the hydraulic cylinder ear plate. The hydraulic cylinder supporting frame is characterized in that the two hydraulic cylinders are respectively positioned between front supporting legs of the two bridge girder erection machines, a hydraulic cylinder supporting beam is arranged above the front supporting leg supporting beam, two ends of the hydraulic cylinder supporting beam are respectively assembled on the front supporting legs of the two bridge girder erection machines, a hydraulic cylinder placing pipe is fixed on the hydraulic cylinder supporting beam, a hydraulic cylinder plate seat is arranged at the bottom end of the hydraulic cylinder placing pipe, the fixed end of each hydraulic cylinder is fixedly connected with the corresponding hydraulic cylinder plate seat, and the two hydraulic cylinders are respectively assembled in the hydraulic cylinder placing.
Preferably, two ends of the hydraulic cylinder joist are respectively provided with a hydraulic cylinder joist sliding sleeve, the two hydraulic cylinder joist sliding sleeves are provided with mounting holes, pin shafts are arranged in the mounting holes, and the hydraulic cylinder joist is fixed on the front landing leg of the bridge girder erection machine through the pin shafts.
Adopt above-mentioned technical scheme, the utility model has the advantages of it is following:
1. the pneumatic cylinder that sets up on the pneumatic cylinder joist, can carry out the regulation of height to the preceding landing leg joist of bridging machine according to the construction operating mode of difference, fix preceding landing leg joist on the landing leg before the bridging machine during regulation at first, adjust fixedly through the pneumatic cylinder to the height of pneumatic cylinder joist, then pull out the round pin axle of fixed preceding landing leg joist, adjust the height of preceding landing leg joist through starting up the pneumatic cylinder, thereby adjust the orbital height of walking on the bridge girder erection machine girder, and then make the bridge girder erection machine adapt to different construction slopes.
2. The girder flange can carry out position control according to the construction operating mode of difference, and the length of entablature is adjusted along with the distance between two girders to be applicable to the demand of different construction operating modes.
Drawings
Fig. 1 is a first schematic structural diagram of the present invention;
FIG. 2 is a second schematic structural view of the present invention;
FIG. 3 is a schematic view of a partial structure of the present invention;
FIG. 4 is a schematic structural view of the front leg joist of the present invention;
FIG. 5 is a schematic structural view of the hydraulic cylinder joist of the present invention;
fig. 6 is a schematic structural view of the lower beam of the present invention;
fig. 7 is a schematic structural view of the hydraulic cylinder ear plate of the present invention.
Reference numerals: 1. a lower cross beam; 2. front support legs of the bridge girder erection machine; 3. a traveling mechanism; 4. a front leg joist; 5. an upper cross beam; 6. a hydraulic cylinder; 7. a hydraulic cylinder joist; 11. a leg tube; 12. a mounting plate; 13. a leg flange; 14. a hinge base plate; 15. a hinge base plate; 31. a wheel box; 32. a traveling wheel; 33. a three-phase asynchronous motor; 41. a joist pin shaft tube; 42. an upper joist sliding sleeve; 43. a lower joist sliding sleeve; 44. a main beam flange; 45. a main beam base; 46. a main beam of the bridge erecting machine; 461. a limiting block; 47. a trolley track; 48. an upper beam flange; 61. a hydraulic cylinder leg pipe; 62. a hydraulic cylinder flange; 63. a hydraulic cylinder lug plate; 71. placing a pipe in the hydraulic cylinder; 72. a hydraulic cylinder seat plate; 73. the hydraulic cylinder joist sliding bush.
Detailed Description
As shown in FIGS. 1-7, the utility model relates to a two leg assemblies of bridge crane of unrestricted lifting height, including bottom end rail 1, be fixed with a stabilizer blade pipe 11 on the bottom end rail 1, even interval is provided with mounting panel 12 on the stabilizer blade pipe 11, and mounting panel 12 plays the support additional strengthening to stabilizer blade pipe 11, and the top of stabilizer blade pipe 11 is fixed with landing leg flange 13, and landing leg flange 13 plays fixed connection's effect. The two ends of the lower cross beam 1 are respectively provided with vertically arranged front supporting legs 2 of the bridge girder erection machine, the symmetrical mounting holes are formed in the front supporting legs 2 of the two bridge girder erection machines, and the front supporting legs 2 of the bridge girder erection machine are fixed on the supporting leg pipes 11 through supporting leg flanges 13. The bottom of bottom end rail 1 is equipped with the running gear 3 that the symmetry set up, running gear 3 includes wheel case 31, and wheel case 31 plays the supporting role, the top of wheel case 31 is fixed with hinge bedplate 14, and the bottom of the bottom end rail 1 that corresponds also is fixed with hinge bedplate 14, is equipped with hinge bedplate 15 between two hinge bedplate 14, and bottom end rail 1 is in the same place through hinge bedplate 15 and wheel case 31 are articulated. The wheel box 31 is internally provided with symmetrically arranged travelling wheels 32, the rotating shafts of the travelling wheels 32 are rotatably connected on the wheel box 31, and the two travelling wheels 32 are arranged in parallel at intervals. The three-phase asynchronous motor 33 perpendicular to the wheel box 31 is fixed on the outer side of the wheel box 31, the end of a transmission output shaft of the three-phase asynchronous motor 33 is fixedly connected with the speed reducer through a coupling, the speed reducer is fixed on the outer side wall of the wheel box 31 through a support, the power output shaft of the speed reducer extends into the wheel box 31, and the end of the power output shaft of the speed reducer is in transmission connection with the two traveling wheels 32. The upper end of the front support leg 2 of the bridge girder erection machine is provided with a front support leg joist 4, the front support leg joist 4 is provided with a joist pin shaft tube 41 which is vertically arranged, and the outer side of the front support legs 2 of the two bridge girder erection machines is sleeved with an upper joist sliding sleeve 42 and a lower joist sliding sleeve 43. The upper joist sliding sleeve 42 is fixedly connected to the upper end of the joist pin shaft tube 41, the lower joist sliding sleeve 43 is fixedly connected to the lower end of the joist pin shaft tube 41, the upper joist sliding sleeve 42 and the lower joist sliding sleeve 43 are respectively provided with mounting holes corresponding to the front support leg 2 of the bridge girder erection machine, and the upper joist sliding sleeve 42 and the lower joist sliding sleeve 43 are respectively fixed on the front support leg 2 of the bridge girder erection machine through pin shafts. The upper end of preceding landing leg joist 4 is seted up the multiunit mounting hole that even interval set up, and the fixedly connected with girder flange 44 can be dismantled through the both ends of preceding landing leg joist 4 of mounting hole, and the position can be carried out the regulation of position according to the mounting hole of different groups to girder flange 44. The girder flanges 44 are vertically and symmetrically arranged, the girder bases 45 are fixed at the top ends of the girder flanges 44, the bridge girder erection machines 46 symmetrically arranged are arranged at the upper ends of the front supporting leg supporting beams 4, the bridge girder erection machines 46 are parallel to the bottom surface and perpendicular to the front supporting legs 2 of the bridge girder erection machines, and the bridge girder erection machines 46 are fixedly connected with the girder bases 45. The top end of the main beam 46 of the bridge girder erection machine is provided with a trolley track 47, the trolley track 47 is parallel to the main beam 46 of the bridge girder erection machine, the end part of the main beam 46 of the bridge girder erection machine is fixed with an upper beam flange 48 which is vertically arranged, one end of the two main beams 46 of the bridge girder erection machine, which is close to the front support leg 2 of the bridge girder erection machine, is provided with an upper beam 5, and the upper beam 5 is respectively and fixedly connected with the two main beams 46 of the bridge girder erection machine through. The end parts of the main girder 46 of the bridge girder erection machine are respectively arranged at two ends of the front supporting leg joist 4 and are respectively positioned at the outer sides of the front supporting legs 2 of the two bridge girder erection machines, a pair of vertically arranged hydraulic cylinders 6 are further symmetrically arranged on the front supporting leg joist 4, a hydraulic cylinder supporting leg pipe 61 is fixed on the front supporting leg joist 4, a hydraulic cylinder flange 62 is arranged on the hydraulic cylinder supporting leg pipe 61, a hydraulic cylinder lug plate 63 is fixed at the top end of the hydraulic cylinder flange 62, and the free end of the hydraulic cylinder 6 is hinged with the hydraulic cylinder lug plate 63. The two hydraulic cylinders 6 are respectively positioned between the two front support legs 2 of the bridge girder erection machine, the hydraulic cylinder supporting beam 7 is arranged above the front support leg supporting beam 4, two ends of the hydraulic cylinder supporting beam 7 are respectively assembled on the two front support legs 2 of the bridge girder erection machine, two ends of the hydraulic cylinder supporting beam 7 are respectively provided with a hydraulic cylinder supporting beam sliding sleeve 73, a mounting hole is formed in the hydraulic cylinder supporting beam sliding sleeve 73 corresponding to the front support legs 2 of the bridge girder erection machine, a pin shaft is arranged in the mounting hole, the hydraulic cylinder placing pipe 71 which is symmetrically arranged is fixed on the hydraulic cylinder supporting beam 7, the two hydraulic cylinders 6 are respectively assembled in the hydraulic cylinder placing pipe 71, the bottom end of the hydraulic cylinder placing pipe 71 is fixed with a hydraulic cylinder plate seat 72, and the fixed end of.
The use process comprises the following steps:
during the use, adjust this equipment according to the different construction slopes in construction site, when needing to rise bridge crane girder 46, pull out the round pin axle in the pneumatic cylinder joist sliding sleeve 73 respectively, make pneumatic cylinder joist sliding sleeve 73 can freely move from top to bottom along bridge crane front leg 2, start two pneumatic cylinders 6 simultaneously, make the synchronous at the uniform velocity upward movement of the free end of two pneumatic cylinders 6, pneumatic cylinder 6 drives pneumatic cylinder joist 7 and moves upward along bridge crane front leg 2 at the uniform velocity, when waiting to pneumatic cylinder joist 7 upward movement to the assigned position, peg graft the round pin axle respectively in the pneumatic cylinder joist sliding sleeve 73, make pneumatic cylinder joist sliding sleeve 73 and bridge crane front leg 2 fixed connection. After the hydraulic cylinder joist 7 is fixed, the pin shafts in the upper joist sliding sleeve 42 and the lower joist sliding sleeve 43 are respectively pulled out, so that the upper joist sliding sleeve 42 and the lower joist sliding sleeve 43 can respectively and freely move up and down along the front leg 2 of the bridge girder erection machine, so that the front leg joist 4 can freely move up and down, the two hydraulic cylinders 6 are simultaneously started, the two hydraulic cylinders 6 drive the front leg joist 4 to move up along the front leg 2 of the bridge girder erection machine at a constant speed, after the front leg joist 4 moves to a designated position, the pin shafts are respectively used for inserting the upper joist sliding sleeve 42 and the lower joist sliding sleeve 43 onto the front leg 2 of the bridge girder erection machine, so that the front leg joist 4 of the bridge girder erection machine is fixed, the bridge girder 46 on the front leg joist 4 rises along with the rising of the front leg joist 4, and the purpose of rising of the bridge girder erection machine is further realized.
During the use, adjust this equipment according to the different construction slopes in construction site, when needing to reduce bridging machine girder 46, fix hydraulic cylinder joist sliding sleeve 73 on two bridging machine front leg 2 with the round pin axle respectively, be about to hydraulic cylinder joist 7 is fixed. After the hydraulic cylinder joist 7 is firmly fixed, the pin shafts for fixing the front supporting leg joist 4 are respectively pulled down, namely the pin shafts in the upper joist sliding sleeve 42 and the lower joist sliding sleeve 43 are respectively pulled down, so that the upper joist sliding sleeve 42 and the lower joist sliding sleeve 43 can respectively move up and down along the front supporting leg 2 of the bridge girder erection machine, and the front supporting leg joist 4 can move up and down freely. And simultaneously starting the two hydraulic cylinders 6, driving the front supporting leg joist 4 to move downwards along the front supporting leg 2 of the bridge girder erection machine at a constant speed by the two hydraulic cylinders 6, and respectively inserting the upper supporting leg sliding sleeve 42 and the lower supporting leg sliding sleeve 43 on the front supporting leg 2 of the bridge girder erection machine by pin shafts after the front supporting leg joist 4 moves to a designated position, thereby fixing the front supporting leg joist 4 of the bridge girder erection machine. After the front supporting leg joist 4 is firmly fixed, pin shafts in the hydraulic cylinder joist sliding sleeves 73 are respectively pulled out, so that the hydraulic cylinder joist sliding sleeves 73 can freely move up and down along the front supporting legs 2 of the bridge girder erection machine, the two hydraulic cylinders 6 are simultaneously started, the free ends of the two hydraulic cylinders 6 synchronously move downwards at a constant speed, the hydraulic cylinders 6 drive the hydraulic cylinder joists 7 to move downwards at a constant speed along the front supporting legs 2 of the bridge girder erection machine, and when the hydraulic cylinder joists 7 move upwards to a specified position, the pin shafts are respectively inserted into the hydraulic cylinder joist sliding sleeves 73, so that the hydraulic cylinder joist sliding sleeves 73 are fixedly connected with the front supporting legs 2 of the bridge girder erection machine. The main girder 46 of the bridge girder erection machine on the front leg joist 4 is lowered along with the lowering of the front leg joist 4, thereby achieving the purpose of lowering the main girder 46 of the bridge girder erection machine.
According to the requirements of different construction conditions, the distance between the two bridge girder erection machines 46 needs to be adjusted, when the distance between the bridge girder erection machines 46 needs to be increased, the girder flange 44 is adjusted to the mounting hole at the designated position for fixing, and at the moment, the upper cross beam 5 extends along with the adjustment of the girder flange 44. Similarly, when the distance between the two main beams 46 of the bridge crane needs to be reduced, only the two symmetrical main beam flanges 44 need to be adjusted to the set position, and the upper cross beam 5 is shortened along with the adjustment of the main beam flanges 44.
The above-mentioned embodiment is right the utility model discloses an explanation, it is not right the utility model discloses a limited, any right the scheme after the simple transform of the utility model all belongs to the protection scope of the utility model.
Claims (6)
1. The utility model provides a two landing leg assemblies of bridge crane of unlimited lifting height, includes the bottom end rail, the both ends of bottom end rail are equipped with the landing leg before the bridge crane of vertical setting, its characterized in that respectively: the upper end of the front support leg of the bridge girder erection machine is provided with a front support leg supporting beam, the two ends of the front support leg supporting beam are respectively assembled on the front support legs of the two bridge girder erection machines, the upper ends of the front support leg supporting beams are fixedly provided with symmetrically arranged bridge girder erection machines, the top end of each bridge girder erection machine is provided with an upper cross beam, the two ends of each upper cross beam are respectively fixed on the two bridge girder erection machines, the front support leg supporting beams are also symmetrically provided with a pair of vertically arranged hydraulic cylinders, the two hydraulic cylinders are respectively positioned between the front support legs of the two bridge girder erection machines, a hydraulic cylinder supporting beam is arranged above the front support leg supporting beam, the two ends of the hydraulic cylinder supporting beam are respectively assembled on the front support legs of the two bridge girder erection.
2. The double-leg assembly of the bridge girder erection machine with unlimited height lifting according to claim 1, wherein the front legs of the two bridge girder erection machines are respectively provided with mounting holes which are uniformly spaced, the mounting holes on the front legs of the two bridge girder erection machines are symmetrically arranged, a joist pin shaft tube is fixed on a front leg joist, an upper joist sliding sleeve and a lower joist sliding sleeve are respectively sleeved outside the front legs of the bridge girder erection machine, the upper joist sliding sleeve is fixed at the upper end of the joist pin shaft tube, the lower joist sliding sleeve is fixed at the lower end of the joist pin shaft tube, the upper joist sliding sleeve and the lower joist sliding sleeve are respectively provided with mounting holes, and the upper joist sliding sleeve and the lower joist sliding sleeve are respectively fixed on the front legs of the bridge girder erection machine through pin shafts.
3. The double-leg assembly of the bridge girder erection machine with unlimited height lifting according to claim 2, wherein two ends of the front leg supporting beam are fixed with position-adjustable main beam flanges, the top ends of the main beam flanges are fixed with main beam bases, the upper ends of the main beam bases are fixedly connected with the main beam of the bridge girder erection machine, the top end of the main beam of the bridge girder erection machine is provided with a trolley track, the end part of the main beam of the bridge girder erection machine is provided with a limit block, the end part of the main beam of the bridge girder erection machine is fixed with an upper beam flange, the upper beam is fixedly connected with the main beam of the bridge girder erection machine through the upper beam flange.
4. The double-leg assembly of the bridge girder erection machine with unlimited height lifting according to claim 3, wherein a hydraulic cylinder leg pipe is fixed on the front leg joist, a hydraulic cylinder flange is arranged on the hydraulic cylinder leg pipe, a hydraulic cylinder ear plate is fixed at the top end of the hydraulic cylinder flange, and the free end of the hydraulic cylinder is hinged with the hydraulic cylinder ear plate; the hydraulic cylinder supporting beam is fixedly provided with a hydraulic cylinder placing pipe, the hydraulic cylinder is arranged in the hydraulic cylinder placing pipe, the bottom end of the hydraulic cylinder placing pipe is provided with a hydraulic cylinder plate seat, and the fixed end of the hydraulic cylinder is fixedly connected with the hydraulic cylinder plate seat.
5. The double-leg assembly of the bridge girder erection machine with unlimited height lifting according to claim 4, wherein two ends of the hydraulic cylinder joist are respectively provided with a hydraulic cylinder joist sliding sleeve, the hydraulic cylinder joist sliding sleeve is provided with a mounting hole, a pin shaft is arranged in the mounting hole, and the hydraulic cylinder joist is fixed on the front leg of the bridge girder erection machine through the pin shaft.
6. A bridge girder erection machine double-leg assembly with unlimited lifting height as claimed in claim 5, wherein the lower cross beam is fixed with leg pipes, the leg pipes are evenly provided with support plates at intervals, the top ends of the leg pipes are fixed with leg flanges, and the front legs of the bridge girder erection machine are fixed on the lower cross beam through the leg flanges; the bottom of bottom end rail is equipped with the running gear that the symmetry set up, and running gear includes the wheel case, and the top of wheel case is articulated with the bottom end rail, is equipped with the walking wheel that the symmetry set up in the wheel case, and the outside of wheel case is fixed with three-phase asynchronous machine, and three-phase asynchronous machine's transmission output shaft end connection reduction gear, the output and the walking wheel transmission of reduction gear are connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922012425.5U CN211256697U (en) | 2019-11-20 | 2019-11-20 | Double-leg assembly of bridge girder erection machine capable of lifting height without limitation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922012425.5U CN211256697U (en) | 2019-11-20 | 2019-11-20 | Double-leg assembly of bridge girder erection machine capable of lifting height without limitation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211256697U true CN211256697U (en) | 2020-08-14 |
Family
ID=71986223
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922012425.5U Withdrawn - After Issue CN211256697U (en) | 2019-11-20 | 2019-11-20 | Double-leg assembly of bridge girder erection machine capable of lifting height without limitation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211256697U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777671A (en) * | 2019-11-20 | 2020-02-11 | 河南省宇华起重设备有限公司 | Double-leg assembly of bridge girder erection machine capable of lifting height without limitation |
-
2019
- 2019-11-20 CN CN201922012425.5U patent/CN211256697U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777671A (en) * | 2019-11-20 | 2020-02-11 | 河南省宇华起重设备有限公司 | Double-leg assembly of bridge girder erection machine capable of lifting height without limitation |
| CN110777671B (en) * | 2019-11-20 | 2024-06-21 | 河南省宇华起重设备集团有限公司 | Bridge girder erection machine double-support leg assembly with unlimited lifting height |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN114808747A (en) | Multifunctional bridge girder erection machine and bridge girder erection construction method | |
| CN211256697U (en) | Double-leg assembly of bridge girder erection machine capable of lifting height without limitation | |
| CN208533370U (en) | A kind of Bridge Erector of large span steel reinforced concrete combination beam erection construction | |
| CN110777671B (en) | Bridge girder erection machine double-support leg assembly with unlimited lifting height | |
| CN104110002A (en) | Method for replacing bridge deck slabs of steel truss girder bridge | |
| CN211256698U (en) | Novel bridge girder erection machine | |
| CN211171660U (en) | Double-leg structure of bridge girder erection machine capable of lifting height without limitation | |
| CN110846955A (en) | Tunnel track laying machine and hydraulic cylinder support arm for track laying machine | |
| CN211113223U (en) | Four-leg structure of bridge girder erection machine capable of lifting height without limitation | |
| CN216379190U (en) | Walking type self-balancing cross-over bridge girder erection machine | |
| CN110777670B (en) | Four-leg structure of bridge girder erection machine without limitation in lifting height | |
| CN108130864B (en) | Integrally-assembled bridge whole-span beam transportation and erection equipment | |
| CN211446416U (en) | Tunnel track laying machine and hydraulic cylinder support arm for track laying machine | |
| CN211524104U (en) | Novel bridge girder erection machine | |
| CN212387581U (en) | Safe supporting device for disassembling crane | |
| CN110777672B (en) | Bridge girder erection machine double-support leg structure without limitation of lifting height | |
| CN212867563U (en) | Tunnel super-large section two-lining trolley capable of being widened for multiple times | |
| CN210003298U (en) | subway station rail top air duct construction trolley | |
| CN212335790U (en) | Large cantilever bent cap construction trolley | |
| CN110748163A (en) | Novel bridge girder erection machine | |
| CN208717748U (en) | A kind of large span steel reinforced concrete combination beam Bridge Erector support leg device | |
| CN217499962U (en) | Multifunctional bridge girder erection machine | |
| CN213804930U (en) | Liftable middle support device of bridge girder erection machine | |
| CN218624248U (en) | Variable cross-section ditch cable trough construction trolley | |
| CN114457692B (en) | Adjustable cast-in-situ support platform for pouring cantilever top plate of steel-concrete composite beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 453400 Weizhuang Industrial Zone, Changyuan City, Xinxiang City, Henan Province Patentee after: Henan Yuhua lifting equipment Group Co.,Ltd. Address before: 453400 Changyuan County, Xinxiang, Henan Wei Zhuang Industrial District Patentee before: HENAN YUHUA LIFTING EQUIPMENT Co.,Ltd. |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20200814 Effective date of abandoning: 20240621 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20200814 Effective date of abandoning: 20240621 |