CN217536722U - Front bracket system of bridge girder erection machine - Google Patents

Abstract

The application provides a front support system of a bridge girder erection machine, which comprises a main girder joist, a hydraulic telescopic assembly, a front support leg and a front base which are sequentially arranged from top to bottom; wherein, girder joist is along the girder top of horizontal bridge to extending and locating the frame bridge crane, and the flexible subassembly of hydraulic pressure is located in order to adjust distance between them through flexible between girder joist and the preceding landing leg, preceding base includes supporting seat and limiting plate, and preceding landing leg is connected with one side of supporting seat, and the bottom of one side is connected with preceding landing leg to the backup pad is located perpendicularly to the limiting plate, and the supporting seat extends towards keeping away from one side of being connected with preceding landing leg, and the supporting seat is keeping away from one side of being connected with preceding landing leg and the mounting hole of pre-buried anchor assembly cooperation anchor in the pier. The front support system is simple in structure, goes forward along with the main beam during hole passing, does not need to be repeatedly disassembled and assembled, and is convenient to construct.

Description

Front bracket system of bridge girder erection machine

Technical Field

The application relates to the field of bridge construction, in particular to a front support system of a bridge girder erection machine.

Background

The bridge girder erection machine lifts the girder pieces, then conveys the girder pieces to the proper positions and puts the girder pieces down, and the bridge girder erection machine runs on the highway and the railway tracks and is used for erecting small span girders for the whole span. The machine body is large and exceeds a railway transportation limit, needs to be disassembled for transportation, and is assembled for use after reaching a construction site.

The sections where the high-speed railway passenger dedicated line passes are mostly mountains and rivers, the terrain is complex, and a plurality of bridge-tunnel connected sections appear, but the conventional bridge erecting machine has a complex whole structure, needs to be disassembled when passing through the tunnel, and has large unloading workload and complex operation.

Disclosure of Invention

The application aims to provide a front bracket system of a bridge girder erection machine, which has a simple structure and is convenient to construct without repeated disassembly and assembly.

In order to achieve the above object, the present application provides the following technical solutions:

a front support system of a bridge girder erection machine comprises a main girder joist, a hydraulic telescopic component, a front support leg and a front base which are sequentially arranged from top to bottom;

wherein, the girder joist is along the girder top of horizontal bridge to extending and locating the frame bridge crane, the flexible subassembly of hydraulic pressure is located the girder joist with adjust distance between them through flexible between the preceding landing leg, preceding base includes supporting seat and limiting plate, preceding landing leg with one side of supporting seat is connected, the limiting plate is located perpendicularly the bottom of one side is connected with preceding landing leg to the backup pad, the supporting seat towards keep away from with preceding landing leg welded one side extends, just the supporting seat keep away from with preceding landing leg welded one side be equipped with the anchor assembly cooperation anchored mounting hole of pre-buried in the pier.

Further setting: the supporting seat comprises a top plate and a bottom plate which are arranged in parallel from top to bottom, and a connecting portion arranged between the top plate and the bottom plate, wherein the connecting portion comprises a plurality of I-shaped steels, the two ends of the I-shaped steels are welded with the top plate and the bottom plate respectively, and the I-shaped steels extend along the bridge direction.

Further setting: stiffening ribs are arranged on two sides of the I-shaped steel and are connected with the I-shaped steel and the top plate and/or the bottom plate.

Further setting: the stiffening ribs are arranged in a plurality at preset intervals along the length direction of the I-shaped steel.

Further setting: the roof includes 40 mm's thick steel plate, the bottom plate includes 20 mm's thick steel plate, the I-steel is 36B I-steel, roof and bottom plate all with the edge of a wing welding of I-steel.

Further setting: and a stiffened plate is arranged between the limiting plate and the bottom plate.

Further setting: the hydraulic telescopic assembly comprises a hydraulic jack, a small lifting frame and a telescopic sleeve;

the tail end of a cylinder barrel of the hydraulic jack is connected with the main beam supporting beam, the extending end of a piston rod of the hydraulic jack is connected with the small lifting frame, the telescopic sleeve comprises an outer pipe and an inner pipe which are mutually sleeved, the outer pipe is fixed with the main beam supporting beam, the inner pipe is connected with the front supporting leg, and the small lifting frame is connected with the inner pipe.

Further setting: the hydraulic telescopic assemblies, the front supporting legs and the front base are provided with two groups, the two groups of hydraulic telescopic assemblies and the front supporting legs are connected through an upper cross beam, the bottom ends of inner pipes of telescopic pipes of the two groups of hydraulic telescopic assemblies are fixed with the upper cross beam, and the top ends of the two groups of front supporting legs are fixed with the upper cross beam.

Further setting: the front supporting legs comprise upper supporting legs and lower supporting legs which are sleeved with each other, the top ends of the upper supporting legs are fixed to the upper cross beam, the bottom ends of the lower supporting legs are connected with the front base, a plurality of mounting holes which are arranged in the height direction are formed in the upper supporting legs and the lower supporting legs, and pin shafts for fixing the upper supporting legs and the lower supporting legs are arranged between the mounting holes in a penetrating mode.

Further setting: a rotary seat is arranged between the front supporting leg and the front base, and the rotary seat is locked through a threaded fastener.

Compared with the prior art, the scheme of the application has the following advantages:

1. in the front landing leg system of the bridge girder erection machine, the structure is simple, the front landing leg system goes forward along with the main beam during hole passing, repeated disassembly and assembly are not needed, and construction is convenient. And the front supporting leg system can be used for supporting the front supporting point of the main beam of the bridge erecting machine, the height of the front supporting point of the main beam is adjusted through the hydraulic jack, so that the posture of the bridge erecting machine can be adjusted according to the longitudinal slope of the bridge, and the adjustment is simple and convenient.

2. In the anterior braced system of the bridge girder erection machine of this application, through the length of base before the extension, the pre-buried finish rolling screw-thread steel of pier stud of being convenient for is connected fixedly with preceding base, can effectively improve the atress condition of preceding landing leg, improves the stability that anterior mounting system and pier stud are connected, improves the stability in this application bridge girder erection machine work progress then.

Additional aspects and advantages of the present application will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the present application.

Drawings

The foregoing and/or additional aspects and advantages of the present application will become apparent and readily appreciated from the following description of the embodiments, taken in conjunction with the accompanying drawings of which:

FIG. 1 is a schematic structural view of one embodiment of a bridge girder erection machine according to the present application;

FIG. 2 is a schematic structural view of a front mounting system of the bridge girder erection machine of the present application;

FIG. 3 is a schematic illustration of the front mount system of the bridge girder erection machine and pier anchoring according to the present application;

FIG. 4 is a schematic view of a pier reinforcement structure of the present application;

FIG. 5 is a schematic structural diagram of a middle support bracket system of the bridge girder erection machine according to the present application;

FIG. 6 is an enlarged view of portion A of FIG. 5;

FIG. 7 is a schematic illustration of a rear leg system of the bridge girder erection machine of the present application;

FIG. 8 is a schematic structural view of a temporary cross beam support system of the bridge girder erection machine of the present application;

FIG. 9a is a schematic view of the bridge girder erection machine in the present application in an installed state;

FIG. 9b is a schematic view of a bridge girder erection machine via in the present application;

FIG. 9c is a schematic view of a bridge girder segment hoisted by the bridge girder erection machine according to the present application;

fig. 9d is a schematic view of the bridge girder erection machine constructed in the middle of the bridge girder in the present application.

In the figure, 1, a main beam; 2. a front mount system; 21. a main beam joist; 22. a hydraulic jack; 23. a small lifting frame; 24. a telescopic sleeve; 25. a front leg; 251. an upper support leg; 252. a lower leg; 26. a front base; 261. a supporting seat; 2611. a top plate; 2612. a base plate; 2613. a connecting portion; 2614. a stiffening rib; 262. a limiting plate; 2621. adding a rib plate; 27. an upper cross beam; 28. rotating the disc; 3. a mid-cradle support system; 31. a middle support leg joist; 32. a main beam longitudinal movement driving mechanism; 321. a driving wheel box; 322. a driven wheel box; 323. a coupling assembly; 324. a drive motor; 325. a deflecting hanging wheel; 33. a transverse traveling mechanism; 331. a transverse traveling wheel box; 332. a middle leg rail; 34. connecting the disc; 341. connecting pins; 4. a rear leg system; 41. a rear supporting leg joist; 42. a rear leg; 43. a rear support leg hydraulic jack; 44. a small lifting frame; 45. a bearing platform; 46. a lower support; 5. a temporary load-bearing beam system; 51. an upper support beam; 52. a lower support beam; 53. a traveling mechanism; 54. supporting legs; 541. an upper support tube; 542. a lower support pillar; 55. supporting the jack; 6. hoisting the overhead traveling crane; 7. a crown block moving beam; 71. a crown block beam traveling mechanism; 1000. a bridge girder erection machine; 2000. a bridge pier; 2001. a first reinforcing bar; 2002. hooping; 2003. a second reinforcing bar; 2004. finish rolling the deformed steel bar; 3000. a steel beam segment; 4000. a bridge deck; 5000. and (5) carrying the beam and flatcar.

Detailed Description

Reference will now be made in detail to the embodiments of the present application, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar functions throughout. The embodiments described below with reference to the accompanying drawings are exemplary only for explaining the present application and are not construed as limiting the present application.

For the problems that the construction difficulty is large and a large-volume steel plate composite beam cannot be erected smoothly due to the fact that the existing bridge girder erection machine is limited by the terrain, please refer to fig. 1 to 9d, the application provides a bridge girder erection machine 1000 and a bridge girder erection method using the bridge girder erection machine 1000, and the bridge girder erection machine does not need to put in a bracket, a high pier gantry and large-scale hoisting equipment, does not need to level and harden the bridge along the line, is high in construction efficiency, and can effectively guarantee construction safety and quality.

Bridge girder erection machine 1000 includes girder 1, anterior support system 2, well support mounting system 3, back landing leg system 4, interim bearing beam system 5, lifts by crane overhead traveling crane 6, hydraulic system and electrical system, girder 1 is along extending in the bridge direction, just front end strong point and rear end strong point are set for respectively at the both ends of the lengthwise direction of girder 1, anterior support system 2, well support mounting system 3 and back landing leg system 4 correspond respectively and locate front end strong point, middle part position and rear end strong point of girder 1, anterior support system 2 is used for adjusting the height of the front end strong point of girder 1, back landing leg system 4 is used for adjusting the height of the rear end strong point of girder 1, interim bearing beam system 5 locates girder 1 is close to one side of its rear end strong point and is located between well support mounting system 3 and the back landing leg system 4, lift by crane 6 locate on girder 1 and can follow the lengthwise direction of girder 1 removes so that it is used for lifting by crane the bridge construction with section bar.

The main beam 1 comprises two sets of truss structures arranged in parallel, the truss structures are connected in a connecting mode to form a whole, each set of truss structures are arranged in an A shape, each set of truss structures are arranged in a split mode, each truss structure is connected with the corresponding truss structure through a pin shaft, and each truss structure is connected with the corresponding truss structure through the corresponding truss structure. Preferably, each section of truss structure of this embodiment is 12m long, and the truss structure of this application adopts the segmentation mode to can transport truss structure split multisection, the transportation is convenient, has reduced the cost of transportation.

In addition, in the present embodiment, the front end of the main beam 1 in the traveling direction is regarded as a front end supporting point, and the rear end thereof is regarded as a rear end supporting point of the main beam 1.

The front support system 2 is located at a front end supporting point of the main beam 1, and comprises a main beam joist 21, a hydraulic telescopic assembly, a front supporting leg 25 and a front base 26 which are sequentially arranged from top to bottom. The main beam joist 21 is arranged at the top of the main beam 1 in an extending manner along the transverse bridge direction and is simultaneously connected with two groups of truss structures of the main beam 1, and the hydraulic telescopic assembly is arranged between the main beam joist 21 and the front supporting leg 25 so as to adjust the distance between the main beam joist and the front supporting leg through the telescopic operation of the hydraulic telescopic assembly.

Specifically, the hydraulic telescopic assembly comprises a hydraulic jack 22, a small lifting frame 23 and a telescopic sleeve 24, the tail end of a cylinder barrel of the hydraulic jack 22 is fixed with the main beam supporting beam 21, and the extending end of a piston rod of the hydraulic jack 22 is hinged with the small lifting frame 23. The telescopic tube 24 comprises an outer tube and an inner tube which are sleeved with each other, the top end of the outer tube is fixed with the main beam joist 21, the bottom end of the inner tube is connected with the bottom end of the front supporting leg 25, and meanwhile, the small lifting frame 23 is fixed with the inner tube. The hydraulic jack 22 pushes the small lifting frame 23 and simultaneously drives the telescopic tube 24 to extend and retract, and the telescopic tube 24 plays a role in guiding and limiting the movement of the front support leg 25 and the main beam 1.

Preferably, the hydraulic telescopic assemblies, the front support legs 25 and the front base 26 in this embodiment are provided in two sets corresponding to the two sets of truss structures, the telescopic pipes 24 of each set of hydraulic telescopic assemblies are respectively provided on two sides of the truss structures, and two sides of the small lifting frame 23 are fixedly connected with the inner pipes of the telescopic pipes 24 on two sides of the truss structures. In addition, the two sets of hydraulic telescopic assemblies and the front support legs 25 are connected through an upper cross beam 27, the bottom ends of the inner pipes of the telescopic pipes 24 of the two sets of hydraulic telescopic assemblies are regulated by the upper cross beam 27, and the top ends of the two sets of front support legs 25 are fixed to the upper cross beam 27, so that the telescopic synchronism of the two sets of front support legs 25 is ensured.

The front supporting leg 25 comprises an upper supporting leg 251 and a lower supporting leg 252 which are sleeved with each other, the top end of the upper supporting leg 251 is fixed with the upper cross beam 27, the bottom end of the lower supporting leg 252 is fixed with the front base 26, and a plurality of mounting holes which are arranged along the height direction are formed in the upper supporting leg 251 and the lower supporting leg 252, so that pin shafts can be arranged in the mounting holes of the upper supporting leg 251 and the lower supporting leg 252 in a penetrating mode to fix the upper supporting leg 251 and the lower supporting leg 252.

The front base 26 is arranged at the bottom of the lower supporting leg 252, the front base 26 comprises a supporting seat 261 and a limiting plate 262, the supporting seat 261 is connected with a pier stud embedded part to realize the connection and fixation of the front supporting leg 25 and the pier stud, and the limiting plate 262 is arranged at the bottom of the supporting seat 261 to play a role in positioning. Specifically, the bottom of the lower leg 252 is welded to one side of the support seat 261, and the stopper plate 262 is vertically welded to the bottom of the side of the support seat 261 welded to the lower leg 252. Simultaneously, supporting seat 261 is kept away from supporting seat 261 with lower landing leg 252 welded one side extends, and the supporting seat 261 of this application has inwards prolonged length for conventional support, be convenient for pier stud built-in fitting with supporting seat 261 connects fixedly, can improve the atress condition of preceding landing leg 25 system effectively, improves the stability that preceding landing leg 25 system and pier stud are connected ensures then the stability of this application frame bridge crane 1000 working process.

The supporting seat 261 comprises a top plate 2611 and a bottom plate 2612 which are arranged in parallel up and down, and a connecting part 2613 arranged between the top plate 2611 and the bottom plate 2612, wherein the connecting part 2613 comprises a plurality of I-shaped steels, two ends of the I-shaped steels are respectively welded with the top plate 2611 and the bottom plate 2612, and the I-shaped steels extend along the bridge direction. Meanwhile, stiffening ribs 2614 are respectively arranged on two sides of the i-steel, the stiffening ribs 2614 are connected with the i-steel and a top plate 2611 and/or a bottom plate 2612 on the end side of the i-steel, and the stiffening ribs 2614 are arranged in a plurality at preset intervals along the length direction of the i-steel so as to achieve the effect of enhancing the structural stability of the supporting seat 261. Preferably, in this embodiment, the top plate 2611 of the supporting seat 261 is a 40mm thick steel plate, the bottom plate 2612 is a 20mm thick steel plate, the i-steel is a 36B i-steel, and both the top plate 2611 and the bottom plate 2612 are welded to the flange of the i-steel.

The limiting plate 262 is arranged on the bottom plate 2612 of the supporting seat 261 to position the connection position of the front supporting leg 25 and the pier stud, and a reinforcing plate 2621 is arranged between the limiting plate 262 and the bottom plate 2612 to improve the connection strength between the limiting plate 262 and the supporting seat 261.

A rotating disk 28 is further arranged between the front leg 25 and the front base 26, so that the front leg 25 and the front base 26 can rotate relatively, and the subsequent angle adjustment of the main beam 1 can be realized. In addition, the rotary disk 28 may be locked by a threaded fastener.

The utility model provides a frame bridge crane 1000 realizes through the anterior braced system 2 of its front end the fixed connection of girder 1 and pier stud, just the hydraulic jack 22's that adopts among the anterior braced system 2 structure can make frame bridge crane 1000 when going up the downhill path bridge, and the height of landing leg 25 before convenient the adjustment need not the conversion, can be adapted to the pier stud connection of co-altitude not, has improved the stability and the security of landing leg 25 before frame bridge crane 1000 greatly.

The middle support bracket system 3 is installed in the middle of the bridge girder erection machine 1000, and includes a middle support bracket 31, a main girder longitudinal movement driving mechanism 32 and a transverse traveling mechanism 33, the main girder longitudinal movement driving mechanism 32 is installed at the bottom of the main girder 1 to drive the main girder 1 to move along the longitudinal bridge direction, the main girder longitudinal movement driving mechanism 32 and the transverse traveling mechanism 33 are respectively installed at the upper and lower sides of the middle support bracket 31, the transverse traveling mechanism 33 is hinged at the bottom of the middle support bracket 31, the transverse traveling mechanism 33 moves along the transverse bridge direction, and the purpose of adjusting the inclination of the middle support bracket 31 can be achieved by adjusting the transverse traveling distance of the transverse traveling mechanism 33, so that different skew bridges can be rotated by corresponding angles, and the use of an oblique bridge can be satisfied.

In this embodiment, the middle support joist 31 is a curved joist, the main beam longitudinal movement driving mechanism 32 is provided with a group of middle support joist 31 at each of two ends thereof, so as to be respectively and correspondingly provided below the two groups of truss structures of the main beam 1, and meanwhile, the transverse traveling mechanism 33 is provided with a group of middle support joist 31 at each of two ends thereof, so that the angle of the middle support joist 31 can be adjusted by adjusting the positions of the two groups of transverse traveling mechanisms 33 relative to the middle support joist 31. In addition, the effect of adjusting the transverse position of the bridge girder erection machine 1000 can be achieved by adjusting the synchronous transverse movement of the transverse traveling mechanism 33.

Girder 1 indulges walking mechanism 53 includes driving wheel case 321, driven wheel case 322, shaft coupling assembly 323 and driving motor 324, driving motor 324 with driving wheel case 321, shaft coupling assembly 323 is connected driving wheel case 321 and driven wheel case 322 make driving wheel case 321 is in driving motor 324's drive is down driven wheel case 322 rotates, driving wheel case 321 and driven wheel case 322 are located girder 1's truss structure is along the both sides in the same direction as the bridge and is used for truss structure's lower part structure, can be used to drive simultaneously girder 1 is along moving in the same direction as the bridge. Specifically, the driving wheel box 321 includes a driving wheel box 321 shell and a driving wheel rotatably disposed in the driving wheel box 321 shell, the driven wheel box 322 includes a driven wheel box 322 shell and a driven wheel rotatably disposed in the driven wheel box 322 shell, and the shaft coupling assembly 323 includes a shaft center connected to the driving wheel and a rotating shaft connected to the shaft center of the driven wheel.

Further, the top of the driving wheel box 321 and the top of the driven wheel box 322 are both provided with a deflection wheel 325 abutted to the top of the lower structural member of the girder 1 truss structure, and the driving wheel box 321 and the driven wheel box 322 are connected with the corresponding deflection wheels 325 through chains, so that an upper and a lower full driving wheels can be formed, smooth running of the through holes in the front and the rear of the girder 1 is ensured, and the phenomenon of track clamping in the running process is reduced. In addition, auxiliary side wheels can be additionally arranged on the front side and the rear side of the driving wheel box 321 and the driven wheel box 322 along the bridge direction, so that the problem that the main beam 1 is bitten and rubbed in the front and rear running process of the main beam 1 is solved.

The main beam 1 longitudinally moves the mechanism with set up connection pad 34 between the camber beam, connection pad 34 passes through connecting pin 341 and fixes on the camber beam, connection pad 34 with connect through the locating pin axle between the camber beam, when the non-locking state of locating pin axle, connection pad 34 can be relative the camber beam rotates. And, the flange blocks are symmetrically arranged on the connecting disc 34 along the radial direction, the connecting disc 34 is detachably connected with the main beam 1 longitudinal movement mechanism through the flange blocks, and the main beam 1 longitudinal movement mechanism and the corresponding truss structure can rotate relative to the bent beam through the connecting disc 34.

Horizontal running gear 33 include with the horizontal walking wheel case that well landing leg joist 31 is connected, horizontal walking wheel case 331 include the wheel case casing and locate with rotating with the walking wheel in the wheel case casing, the below of horizontal walking wheel case 331 sets up along horizontal bridge to the well landing leg track 332 that extends, the walking wheel of horizontal walking wheel case 331 with well landing leg track 332 roll-in cooperation, just wheel case casing shell be equipped with the walking motor that the walking wheel is connected, in order to order about horizontal walking wheel case is in well landing leg track 332 goes up the removal, in order to drive well landing leg joist 31 removes along its length direction.

The utility model provides a well support braced system 3 passes through realize when 1 indulges the mechanism of moving of girder that frame bridge crane 1000's edge is in the same direction as the bridge to the via hole removal, all be provided with two walking wheel casees under two sets of truss structures of girder 1, realized the four-wheel drive of well landing leg for frame bridge crane 1000 is at the via hole in-process, the longitudinal movement of girder 1 is more steady, operates safe and reliable more.

The rear supporting leg system 4 is installed at a rear supporting point of the bridge girder erection machine 1000, and comprises a rear supporting leg joist 41, a rear supporting leg 42, a rear supporting leg hydraulic jack 43, a small lifting frame 44, a bearing platform 45 and a lower support 46, wherein the rear supporting leg joist 41 is arranged at the top of the main girder 1 and connected with two sets of truss structures, the bottoms of the truss structures and the bearing platform 45, the rear supporting legs 42 are in the form of telescopic pipes 24 and comprise upper rear supporting legs 42 and lower rear supporting legs 42 which are sleeved with each other, the top ends of the upper rear supporting legs 42 are connected with the rear supporting leg joists 41, the lower rear supporting legs 42 penetrate through the bearing platforms 45, the bottom ends of the lower rear supporting legs are connected with the lower supports 46, and the lower supports 46 can be anchored on the bridge deck 4000 for fixing. The tail end of a cylinder barrel of the rear support leg hydraulic jack 43 is mounted at the top end of the truss mechanism through a jack saddle, the extending end of a piston rod of the rear support leg hydraulic jack is hinged with the small lifting frame 44, and the small lifting frame 44 is fixed with the lower rear support leg 42, so that the height of the rear support leg 42 is adjusted through the extension and contraction of the rear support leg hydraulic jack 43, and the purpose of adjusting the height of a rear end supporting point of the main beam 1 is achieved.

In addition, a temporary bearing beam system 5 is arranged between the middle support bracket system 3 and the rear support leg system 4, the temporary bearing beam system 5 is movably assembled below the truss structure, and can be used for sharing the pressure around the rear support leg system 4 at the rear end of the main beam 1 of the bridge girder erection machine 1000 in the process of passing through and connecting the bridge girder, so that the steel girder panel is prevented from being damaged to play a role in protection. Interim bearing beam system 5 includes supporting beam 51 and under bracing beam 52, go up supporting beam 51 and locate the bottom of 1 crossbeam framework of girder, go up supporting beam 51 with be equipped with running gear 53 between the truss structure, running gear 53 includes supporting wheel and travel drive motor, the supporting wheel with locate the track roll-in cooperation of 1 truss mechanism bottom of girder, travel drive motor with the supporting wheel is connected and is used for driving it and rotate. Go up telescopic supporting leg 54 that is equipped with the symmetry interval setting between supporting beam 51 and the under bracing beam 52, the upper and lower both ends of supporting leg 54 are fixed with last supporting beam 51 and under bracing beam 52 respectively, supporting leg 54 is including last supporting tube 541 and the under bracing column 542 that cup joints each other, all correspond on going up supporting tube 541 and the under bracing column 542 and seted up a plurality of mounting holes, and the accessible round pin axle passes go up the mounting hole of supporting tube 541 and under bracing column 542 and realize fixing between them. A support jack 55 is further provided between the upper support beam 51 and the lower support beam 52, and a distance between the upper support beam 51 and the lower support beam 52 is adjusted by the support jack 55.

In addition, the top of girder 1 is equipped with and erects at two sets along the cross bridge to extending the overhead traveling crane walking beam 7 at truss structure top, the both ends of overhead traveling crane walking beam 7 are equipped with overhead traveling crane beam running gear 71, overhead traveling crane walking beam 7 passes through the movably assembly of overhead traveling crane beam running gear 71 is in the top of truss mechanism, through overhead traveling crane beam running gear 71 realizes overhead traveling crane walking beam 7 is followed the lengthwise direction of girder 1 removes. A hoisting crown block 6 is arranged on the crown block moving beam 7, and a hoist is arranged on the hoisting crown block 6 to hoist the steel beam section 3000 and the bridge deck 4000, so that the longitudinal movement and the installation of the steel beam section 3000 and the bridge deck 4000 are completed. The movable pulley block is arranged below the winch and can save labor for the hoisting operation of the winch.

The bridge girder erection machine 1000 of this application is through optimizing self structure, with the altitude control of bridge girder erection machine 1000 in reasonable within range to girder 1 that adopts two truss structures can increase the width of bridge girder erection machine 1000, be convenient for hoist and mount girder segment 3000 and decking 4000, and can adjust girder segment 3000 and decking 4000's mounted position, make the girder steel of the big volume need not large-scale equipment and can accomplish the erection in the mountain area.

Therefore, in combination with the above, the present application also relates to a bridge erecting method using the bridge erecting machine 1000 described above, please refer to fig. 9a to 9d, which specifically includes the following steps:

(1) The bridge girder 1000 is installed on the foundation girder or the constructed bridge section.

As is known, the bridge girder erection machine 1000 is composed of a main girder 1, a front support system 2, a middle support system 3, a rear leg system 4, a temporary bearing cross beam system 5, a hoisting crown block 6, a hydraulic system, an electrical system and the like, so that the bridge girder erection machine 1000 can be transported to a construction site by an automobile for loading and unloading and installation by using the cooperation of a truck crane.

The bridge girder erection machine 1000 is characterized in that a front support system 2, a middle support system 3 and a rear leg system 4 are sequentially arranged along a foundation beam or a bridge section which is constructed, then a main girder 1 is installed on the front support system 2, the middle support system 3 and the rear leg system 4, and meanwhile a temporary bearing beam system 5 is installed between the middle support system 3 and the rear leg system 4 of the main girder 1. Next, an overhead traveling crane traveling beam 7 extending along the transverse bridge direction is installed on the main beam 1, an overhead traveling crane traveling mechanism 71 is provided between the overhead traveling crane traveling beam 7 and the main beam 1, so as to drive the overhead traveling crane traveling beam 7 to move along the longitudinal direction of the main beam 1, the overhead traveling crane traveling beam 7 is further provided with a hoisting overhead traveling crane 6, and the hoisting overhead traveling crane 6 can move along the longitudinal direction of the overhead traveling crane traveling beam 7. And finally, installing a hydraulic system and an electric system of the bridge girder erection machine 1000.

Preferably, two crown block moving beams 7 arranged side by side along the longitudinal direction of the main beam 1 in this embodiment are arranged on the main beam 1, and the hoisting crown blocks 6 on the two crown block moving beams 7 can respectively hoist the two ends of the steel beam segment 3000, so as to improve the hoisting stability.

(2) The bridge girder erection machine 1000 is moved to the bridge site to be constructed through the hole, and the front end thereof is supported at the front span pier 2000.

When the bridge girder erection machine 1000 passes through a hole, the main girder 1 is lifted upwards through the front support system 2 and the rear support system 4, the middle support system 3 is separated from the bridge floor, then the middle support system 3 moves to one end of the main girder 1 close to the front support system 2, and the front support system 2 and the rear support system 4 retract to support the middle support system 3 on the bridge floor. At the same time, the temporary load-bearing cross beam system 5 is moved to the middle of the main beam 1 and supported on the deck. And then retracting the front support system 2 and the rear support leg system 4 to separate the front support system and the rear support leg system from the bridge floor, and pushing the main beam 1 to move forwards to the bridge position to be constructed by using the main beam 1 longitudinal movement mechanism of the middle support system 3 and the walking mechanism 53 of the temporary bearing cross beam system 5. In the process that the main beam 1 moves forwards, the crown block moving beam 7 on the main beam 1 drives the hoisting crown block 6 to move backwards relative to the main beam 1, so that no relative displacement exists between the crown block moving beam 7 and the hoisting crown block 6 and between the middle support bracket system 3 and the temporary bracket system.

When the front end of the main beam 1 moves to the pier 2000 position of the composite beam to be constructed, the longitudinal moving mechanism and the traveling mechanism 53 of the main beam 1 can be stopped, then the front support system 2 extends to support the front support leg 25 at the pier 2000 position, and meanwhile, the front base 26 is anchored with the finish-rolled deformed steel bar 2004 pre-embedded at the pier top of the pier 2000, so that the front support system 2 is fixedly connected with the pier 2000.

Further, pier 2000 department of this application sets up pier reinforced structure, pier top reinforced structure include with the first reinforcing bar 2001 of the upper longitudinal reinforcement connection of pier top tie beam, longitudinal reinforcement integrated into one piece in first reinforcing bar 2001 and the pier top tie beam. The first reinforcing steel bar 2001 extends to the outside of the pier 2000 and is bent downwards for the first time, secondary bending is performed after the first reinforcing steel bar 2001 is bent downwards to a preset height, the first reinforcing steel bar 2001 after secondary bending obliquely extends into the pier, and the preset height of the primary bending point and the preset height of the secondary bending point of the first reinforcing steel bar 2001 are equal to the thickness of a pier cap, so that a closed structure is formed between the first reinforcing steel bar 2001 and the pier. The primary bending position of the first steel bar 2001 is further provided with a stirrup 2002 connected with a pier 2000, the stirrup 2002 forms an expanded part on the top of the pier, the area of the expanded part is larger than that of the top of the pier, and primary bending points of the first steel bar 2001 are uniformly distributed along the inner periphery of the stirrup 2002. Specifically, the maximum length of the enlarged portion from the center of the pier column along the length direction of the first steel bar 2001 is the sum of the radius length of the pier column and a first preset length, and the first preset length is preferably 110mm; the maximum length of the enlarged portion from the center of the pier column along the direction perpendicular to the length direction of the first steel bar 2001 is the sum of the radius of the pier column and a second preset length, the second preset length is preferably 100mm, and the enlarged portion takes the center of the pier column as the center and extends along the directions of two sides perpendicular to the length direction of the first steel bar 2001. The length of the enlarged portion of the present application along the length direction of the first steel bar 2001 is the radius length of the pier column plus 110mm, and the length of the enlarged portion along the length direction perpendicular to the first steel bar 2001 is the radius length of the pier column plus 200mm. The enlarged portion is further provided with a second reinforcing bar 2003 perpendicular to the first reinforcing bar 2001, a plurality of the second reinforcing bars 2003 are arranged side by side along a length direction of the first direction, and the plurality of the second reinforcing bars 2003 are uniformly arranged in the stirrup 2002.

This application is through setting up pier reinforced structure in mound top department, utilize first reinforcing bar 2001 and stirrup 2002 of being connected with mound top tie beam to form the enlargement portion at the mound top, and first reinforcing bar 2001 extends to pier 2000 outside and the downward buckling extends, can effectively improve the anti splitting ability at pier 2000 edge, and the enlargement portion can replace the area that supplementary mound comes bigger mound top, broken need set up supplementary mound and erect bridge crane 1000 under the not enough condition of mound top width, make the form that the girder steel erect great economy high-efficient, the adaptability can be strengthened.

In addition, it should be noted that the front bracket system 2 requires the finish-rolled deformed steel bar 2004 to be ejected out of the pier to measure the placement position and to be embedded with the anchorage in advance and a widening support means for the pier stud before erection. In addition, in the bridge pier 2000 embedded with the finish-rolled deformed steel bars 2004, the front base 26 and the lower legs 252 of the front bracket system 2 need to be released in advance before the bridge erecting machine 1000 passes through the holes to be anchored with the pier top, and the lower legs 252 need to be connected with the upper legs 251 after the holes are passed.

In another embodiment, the main beam 1 is divided into a front section and a rear section for installation, wherein the front half section of the main beam 1 is provided with the front support system 2, and the rear support system 4 is installed on the rear half section of the main beam 1, when the bridge crane 1000 is installed, the middle support system 3 and the temporary cross beam support system can be firstly arranged, the middle support system 3 is arranged at the end part of the foundation beam or the bridge which is constructed, then the front half section of the main beam 1 on which the front support system 2 is installed is erected on the middle support system 3 and the temporary cross beam support system, and the front half section of the main beam 1 is driven to move forwards to the bridge pier 2000 of the bridge station to be constructed by using the main beam 1 longitudinal moving mechanism of the middle support system 3 and the driving mechanism of the temporary cross beam support system, so that the front support system 2 is anchored with the bridge pier 2000. And then, the rear half section of the main beam 1 is installed, and the front half section and the rear half section of the main beam 1 are connected and fixed through pin shafts.

(3) The girder steel segment 3000 is transported to the tail of the bridge girder erection machine 1000 by using the girder transporting flatcar 5000, the girder steel segment 3000 is hoisted by a bridge crane crown block of the bridge girder erection machine 1000 to move forward to a bridge site to be constructed, the aerial posture and the installation position of the girder steel segment 3000 are adjusted, and the girder steel segment 3000 is lowered.

Specifically, the aerial attitude of the steel beam section 3000 can be adjusted by respectively controlling the heights of the front support system 2 and the rear leg system 4 according to the longitudinal slope of the bridge design; meanwhile, the two ends of the steel beam segment 3000 are respectively hoisted by the hoisting crown blocks 6 of the two crown block transfer beams 7, so that the installation position of the steel beam segment 3000 can be adjusted by changing the transverse positions of the hoisting crown blocks 6 on the crown block transfer beams 7.

In other embodiments, the steel beam section 3000 is divided into multiple sections along the transverse bridge direction, and the steel beam section 3000 can be installed on the same transverse bridge direction by adjusting the position of the cross beam of the hoisting crane 6 on the crane moving beam 7.

In addition, the speed of falling the roof beam needs to be reduced when the girder steel segment 3000 falls to the preset distance from the bottom of the girder 1, so that the construction error caused by the overhigh speed is avoided, and the potential safety hazard is relatively large.

When girder segment 3000 is transferred to the construction bridge site, it is necessary to weld the circular seam of this girder segment 3000 and the installed girder segment, thereby ensuring the construction safety of the subsequent via hole erection of bridge girder erection machine 1000.

(4) The transportation-amount flatcar transports the bridge deck 4000 to the tail of the bridge girder erection machine 1000, and hoists the bridge deck 4000 using the hoisting crown block 6 of the bridge girder erection machine 1000 to be laid on the constructed steel girder segment 3000.

The hoisting crown block 6 of the bridge girder erection machine 1000 hoists the bridge deck 4000 on the girder transport flat car 5000 to slowly move to the construction bridge site, the hoisting crown block 6 is provided with a rotating mechanism so as to rotate a hoisting tool through the rotating mechanism in the process of hoisting the bridge deck 4000 to adjust the aerial installation posture of the bridge deck 4000, then slowly fall and are installed in place, and then the steps are repeated until the erection of the bridge deck 4000 is completed.

In the installation process of the bridge deck 4000, because the number of the shear nails on the overhanging reinforcing steel bars, the shear groove reinforcing steel bars and the steel beams on the bridge deck 4000 is large, the position relation between the adjacent bridge deck 4000 needs to be noticed during installation, and mutual conflict is prevented. If the shear groove steel bars conflict with the shear nails, the position of the bridge deck 4000 needs to be adjusted to ensure the mounting and positioning accuracy of the bridge deck 4000.

(5) And (5) repeating the steps (2) to (4) until the whole bridge is erected.

In addition, the bridge girder erection machine 1000 of this application still can satisfy the construction demand of oblique crossing bridge through 1 angle of main girder of adjustment bridge girder erection machine 1000 to oblique crossing bridge, specifically includes following step:

firstly, the rear supporting leg system 4 and the temporary bearing cross beam system 5 are separated from the bridge floor, then the locking of the rotating disk 28 between the front supporting leg 25 and the front base 26 in the front support system 2 is released, the front supporting leg 25 and the front base 26 can rotate relatively, and simultaneously the locking of the connecting disk 34 which is connected with the pin shaft of the middle supporting leg joist 31 in the middle support system 3 is released, so that the connecting disk 34 can rotate relative to the middle supporting leg joist 31. Then, the transverse traveling wheel box in the middle support bracket system 3 is driven to travel along the middle support rail 332, so that the transverse traveling mechanism 33 of the middle support bracket system 3 is utilized to drive the middle support bracket beam 31 to move along the length direction thereof, and at this time, the main beam 1 rotates around the front support system 2, so as to realize the angle adjustment of the main beam 1 of the bridge erecting machine 1000.

After the main beam 1 rotates to a preset angle, the central axes of the front support system 2 and the middle support system 3 are adjusted to be parallel to the axis of the main beam 1, and the rotating disc 28 and the connecting disc 34 are locked, so that the angle of the main beam 1 of the bridge girder erection machine 1000 can be adjusted, and the construction of the steel beam section 3000 of the skew bridge can be correspondingly performed.

According to the bridge construction method using the bridge girder erection machine 1000, the construction efficiency of erection of the steel plate combination girder can be effectively improved, the construction resource allocation can be reduced, and meanwhile, the construction cost is reduced under the condition that the construction safety, quality and progress are controllable. By adopting the bridge girder erection machine 1000 and the construction method of the bridge, no additional bracket, high pier gantry and large-scale hoisting equipment are required to be input, leveling and hardening are not required to be carried out along the bridge, the problem that the large-volume steel plate composite beam in the mountainous area limited by the terrain cannot be erected smoothly can be effectively solved, and the construction efficiency is high.

The foregoing is only a partial embodiment of the present application, and it should be noted that, for those skilled in the art, several modifications and decorations can be made without departing from the principle of the present application, and these modifications and decorations should also be regarded as the protection scope of the present application.

Claims (9)

1. A front support system of a bridge girder erection machine is characterized in that: the hydraulic telescopic device comprises a main beam joist, a hydraulic telescopic component, a front supporting leg and a front base which are sequentially arranged from top to bottom;

wherein, the girder joist is along the girder top that the cross-bridge extended and located the bridging machine, the flexible subassembly of hydraulic pressure is located the girder joist with adjust both distance through flexible between the preceding landing leg, preceding base includes supporting seat and limiting plate, preceding landing leg with one side of supporting seat is connected, the limiting plate is located perpendicularly the bottom of one side is connected with preceding landing leg to the supporting seat, the supporting seat towards keep away from with preceding landing leg welded one side extends, just the supporting seat keep away from with preceding landing leg welded one side be equipped with the anchor assembly cooperation anchored mounting hole of pre-buried in the pier, the supporting seat includes parallel arrangement's roof and bottom plate from top to bottom to and locate the connecting portion between roof and the bottom plate, connecting portion include many both ends respectively with roof, bottom plate welded along the I-steel of following the bridge and extending.

2. The anterior stent system according to claim 1, wherein: stiffening ribs are arranged on two sides of the I-shaped steel and are connected with the I-shaped steel and the top plate and/or the bottom plate.

3. The anterior stent system according to claim 2, wherein: the stiffening ribs are arranged in a plurality at preset intervals along the length direction of the I-shaped steel.

4. The anterior cradle system of claim 1, wherein: the roof includes 40 mm's thick steel plate, the bottom plate includes 20 mm's thick steel plate, the I-steel is 36B I-steel, roof and bottom plate all with the edge of a wing welding of I-steel.

5. The anterior stent system according to claim 1, wherein: and a stiffened plate is arranged between the limiting plate and the bottom plate.

6. The anterior cradle system of claim 1, wherein: the hydraulic telescopic assembly comprises a hydraulic jack, a small lifting frame and a telescopic sleeve;

the tail end of a cylinder barrel of the hydraulic jack is connected with the main beam supporting beam, the extending end of a piston rod of the hydraulic jack is connected with the small lifting frame, the telescopic sleeve comprises an outer pipe and an inner pipe which are mutually sleeved, the outer pipe is fixed with the main beam supporting beam, the inner pipe is connected with the front supporting leg, and the small lifting frame is connected with the inner pipe.

7. The anterior support system of claim 6, wherein: the hydraulic telescopic assemblies, the front supporting legs and the front base are provided with two groups, the two groups of hydraulic telescopic assemblies and the front supporting legs are connected through an upper cross beam, the bottom ends of inner pipes of telescopic pipes of the two groups of hydraulic telescopic assemblies are fixed with the upper cross beam, and the top ends of the two groups of front supporting legs are fixed with the upper cross beam.

8. The anterior support system of claim 7, wherein: the front supporting leg comprises an upper supporting leg and a lower supporting leg which are mutually sleeved, the top end of the upper supporting leg is fixed with the upper cross beam, the bottom end of the lower supporting leg is connected with the front base, a plurality of mounting holes which are arranged along the height direction are formed in the upper supporting leg and the lower supporting leg, and a pin shaft for fixing the upper supporting leg and the lower supporting leg is arranged between the mounting holes in a penetrating manner.

9. The anterior support system of claim 8, wherein: a rotary seat is arranged between the front supporting leg and the front base, and the rotary seat is locked through a threaded fastener.

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