CN114277688A - Bridge erecting machine - Google Patents
Bridge erecting machine Download PDFInfo
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- CN114277688A CN114277688A CN202111626917.9A CN202111626917A CN114277688A CN 114277688 A CN114277688 A CN 114277688A CN 202111626917 A CN202111626917 A CN 202111626917A CN 114277688 A CN114277688 A CN 114277688A
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Abstract
The application provides a bridge girder erection machine, it includes the girder, anterior braced system, well support braced system, back landing leg system, interim bearing beam system and lift by crane the overhead traveling crane, optimize the improvement through the structure to bridge girder erection machine, make bridge girder erection machine can carry out the construction of erectting of big volume girder steel, and can guarantee the stability and the safety of self structure, the blank that the whole width of cloth I-steel composite beam in mountain area erect has been filled, can promote to the heavy grade, little radius curved bridge, the oblique bridge, the high pier shaft in mountain area, the construction of erectting of the whole width of cloth concrete slab composite beam of duplex word steel such as bridge and tunnel portal bridge on water, can be safe, promote highway construction fast.
Description
Technical Field
The application relates to the field of bridge construction, in particular to a bridge erecting machine.
Background
In the construction process of the traditional bridge, the traditional support is generally used for construction, and the construction is carried out in a cast-in-place construction mode, so that the construction period is long, the influence on traffic is large, the overall energy consumption is high, the manual workload on site is large, and the labor cost rises greatly; and the traditional bridge construction support supports cast-in-place potential safety hazard is large, and the influence on the environment and traffic of the city is large. Especially, in the construction in mountainous areas, the requirement on equipment is too high when large-scale equipment directly lifts the whole double-I-shaped steel concrete composite beam bridge under the influence of topographic conditions, and the equipment is difficult to reach a preset position. Meanwhile, the support method also faces the limitation of extra-high support and large safety risk. The assembled bridge has the advantages of reliable quality, intelligent steel bar processing, prefabricated factory components, standardized program construction, high construction speed and small interference to surrounding traffic.
When pile foundation construction is carried out, the pier column, the abutment and the beam plate can be prefabricated, construction and installation are carried out simultaneously, the safety coefficient is high, a large-scale support is not arranged, the prefabricated pier column, the abutment and the beam plate only need to be installed through a bridge erecting machine, workers in high-altitude operation are reduced, and the cost performance is high. On the other hand, the assembled bridge saves traffic relief cost, safety and civilization measure cost and time cost, further saves a large amount of labor cost and management cost for reducing the construction period, and reduces traffic jam, dust pollution, noise pollution and wood consumption.
Disclosure of Invention
The purpose of this application aims at providing a bridging machine, has solved the unable problem of erectting of mountain area gross rail steel combination beam that receives the topography restriction, and this application optimizes the improvement through the structure to bridging machine, guarantees stability and the safety of its self structure when erectting the gross rail steel, has reduced the use of main equipment, has filled the blank that the whole width of cloth I-steel combination beam in mountain area erect.
In order to achieve the above object, the present application provides the following technical solutions:
a bridge girder erection machine comprises a main girder, a front support system, a middle support system, a rear support system, a temporary bearing cross beam system and a hoisting crown block;
the main beam extends along the bridge direction, two ends of the main beam in the longitudinal direction are respectively provided with a front end supporting point and a rear end supporting point, the front support system, the middle support system and the rear leg system are respectively and correspondingly arranged at the front end supporting point, the middle position and the rear end supporting point of the main beam, the temporary bearing cross beam system is arranged on one side of the main beam close to the rear end supporting point of the main beam, and the hoisting crown block is arranged on the main beam and moves along the longitudinal direction of the main beam to hoist the section bar for bridge construction;
the front support system is used for adjusting the height of a front end supporting point of the main beam;
the middle support bracket system comprises a middle support leg supporting beam, a main beam longitudinal movement driving mechanism and a transverse walking mechanism wheel box which are respectively arranged at the upper side and the lower side of the middle support leg supporting beam, a middle support leg transverse track is arranged at the bottom of the middle support leg supporting beam, the transverse walking mechanism wheel box is in rolling fit with the middle support leg transverse track, a connecting disc is further arranged between the main beam longitudinal movement mechanism and the middle support leg supporting beam, the connecting disc is relatively fixed with the main beam longitudinal movement mechanism, and the connecting disc is connected with the middle support leg supporting beam through a positioning pin shaft;
the rear support leg system is used for adjusting the height of a rear end supporting point of the main beam;
the temporary support system can move along the longitudinal direction of the main beam relative to the main beam and support the middle position of the main beam when the middle support bracket system pushes the main beam to move.
Further setting: the front support system comprises a main beam joist, a hydraulic telescopic assembly, a front supporting leg and a front base which are sequentially connected from top to bottom, the main beam joist extends and is arranged at the top of the main beam along a transverse bridge direction, and the hydraulic telescopic assembly stretches to drive the front supporting leg and the front base to be close to or far away from the main beam joist.
Further setting: the hydraulic telescopic assembly, 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, each hydraulic telescopic assembly comprises a hydraulic jack, a small lifting frame and a telescopic sleeve, two ends of each telescopic sleeve are respectively connected with the main beam supporting beam and the upper cross beam, the bottom 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 hinged with the small lifting frame, and the small lifting frame is fixed with a section where the telescopic sleeves are connected with the upper cross beam.
Further setting: and a rotating disk which can be used for enabling the front supporting leg and the front base to rotate relatively is arranged between the front supporting leg and the front base, and the rotating disk is locked through a threaded fastener.
Further setting: the girder indulges and moves actuating mechanism and includes the vertical walking wheel of locating the girder bottom and be used for the drive vertical walking wheel pivoted driving motor, the walking wheel with the girder can be dismantled and be connected, the girder indulges and moves actuating mechanism and is in respectively the both sides of well landing leg joist establish a set of two truss structures that correspond the girder respectively.
Further setting: the transverse walking wheel boxes are connected with the middle supporting leg supporting beam, a group of transverse walking wheel boxes are respectively arranged on two sides of the middle supporting leg supporting beam, each transverse walking mechanism wheel box comprises a box body and a transverse walking wheel, and the transverse walking wheels are matched with the transverse track of the middle supporting leg in a rolling mode.
Further setting: the rear supporting leg system comprises a rear supporting leg joist, a rear supporting leg hydraulic jack, a small lifting frame, a telescopic sleeve and a lower support;
the rear supporting leg joist is arranged at the top of the main beam, the telescopic sleeve comprises an upper rear supporting leg and a lower rear supporting leg which are mutually sleeved and matched, the top end of the upper rear supporting leg is connected with the rear supporting leg joist, and the bottom end of the lower rear supporting leg is connected with the lower support;
the cylinder barrel of the rear support leg hydraulic jack is connected with the top of the main beam, the extending end of the piston rod of the rear support leg hydraulic jack is hinged with the small lifting frame, and the small lifting frame is connected with the lower rear support leg.
Further setting: the temporary supporting system comprises an upper supporting beam, a lower supporting beam and telescopic supporting legs arranged between the upper supporting beam and the lower supporting beam, and a hydraulic jack stretching along the vertical direction is further arranged between the upper supporting beam and the lower supporting beam.
Further setting: and a travelling mechanism for driving the temporary bearing cross beam system to relatively move along the longitudinal direction of the main beam is arranged between the upper supporting beam and the main beam.
Further setting: the girder top is equipped with along the horizontal bridge to the overhead traveling crane walking beam that extends, the overhead traveling crane walking beam with be equipped with between the girder and be used for the drive the overhead traveling crane walking beam is followed the overhead traveling crane walking mechanism that girder lengthwise direction removed, it locates on the overhead traveling crane walking beam and can follow the lengthwise direction removal of overhead traveling crane walking beam to lift by crane the overhead traveling crane.
Compared with the prior art, the scheme of the application has the following advantages:
1. in the bridge girder erection machine of this application, optimize the improvement through the structure to the bridge girder erection machine for the bridge girder erection machine can carry out the construction of erectting of big volume girder steel, and can guarantee the stability and the safety of self structure, filled the blank that the whole width of H-steel composite beam in mountain area erect, can promote the construction to the whole width of concrete slab composite beam of duplex word steel such as big slope, little radius curved bridge, skew bridge, the high pier shaft in mountain area, bridge on water and tunnel portal bridge, can promote highway construction safely, fast.
2. In the bridge girder erection machine of this application, through setting up the rotary disk in anterior mounting system, set up the connection pad in well holding in the palm mounting system to the usable support system that holds in the palm promotes the girder and rotates around anterior mounting system in order to adjust the angle of bridge girder erection machine girder, satisfies in the construction demand of oblique angle bridge.
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 structural view 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 the 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 a bridge 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. a connecting disc; 341. connecting pins; 4. a rear leg system; 41. a rear 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 flatcar.
Detailed Description
Reference will now be made in detail to embodiments of the present application, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present application and are not to be construed as limiting the present application.
Aiming at 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 supports, high pier gates and large 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.
The bridge erecting machine 1000 comprises a main beam 1, a front support system 2, a middle support system 3, a rear support system 4, a temporary bearing beam system 5, a hoisting crane 6, a hydraulic system and an electrical system, wherein the main beam 1 extends along the bridge direction, the two ends of the main beam 1 in the longitudinal direction are respectively set as a front end supporting point and a rear end supporting point, the front support system 2, the middle support system 3 and the rear support system 4 are respectively and correspondingly arranged at the front end supporting point, the middle position and the rear end supporting point of the main beam 1, the front support system 2 is used for adjusting the height of the front end supporting point of the main beam 1, the rear support system 4 is used for adjusting the height of the rear end supporting point of the main beam 1, the temporary bearing beam system 5 is arranged at one side of the main beam 1 close to the rear end supporting point and is arranged between the middle support system 3 and the rear support system 4, the hoisting crown block 6 is arranged on the main beam 1 and can move along the longitudinal direction of the main beam 1 so as to be used for hoisting the section bar for bridge construction.
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 the truss structure of the embodiment is 12m long, and the truss structure of the embodiment adopts a section mode, so that the truss structure can be disassembled into a plurality of sections for transportation, the transportation is convenient, and the transportation cost is reduced.
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 groups corresponding to the two groups of truss structures, the telescopic pipes 24 of each group of hydraulic telescopic assemblies are respectively provided at 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 at 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 connecting position of the front supporting leg 25 and the pier stud, and a reinforced plate 2621 is arranged between the limiting plate 262 and the bottom plate 2612 to improve the connecting 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 bridge crane 1000 realizes through the anterior mounting 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 mounting system 2 structure can make bridge crane 1000 when going up and down the slope bridge, landing leg 25's height before convenient the adjustment need not the conversion, can be adapted to not the pier stud connection of co-altitude, has improved the stability and the security of landing leg 25 before bridge crane 1000 greatly.
The middle support bracket system 3 is installed in the middle of the bridge erecting machine 1000, and includes a middle support leg joist 31, a main beam longitudinal movement driving mechanism 32 and a transverse traveling mechanism 33, the main beam longitudinal movement driving mechanism 32 is installed at the bottom of the main beam 1 for driving the main beam 1 to move along the longitudinal bridge direction, the main beam longitudinal movement driving mechanism 32 and the transverse traveling mechanism 33 are respectively installed at the upper and lower sides of the middle support leg joist 31, the transverse traveling mechanism 33 is hinged at the bottom of the middle support leg joist 31, the transverse traveling mechanism 33 moves along the transverse bridge direction, and the purpose of adjusting the inclination of the middle support leg joist 31 can be achieved by adjusting the transverse traveling distance of the transverse traveling mechanism 33, so as to satisfy the requirement that different skew bridges rotate corresponding angles, and satisfy the requirement of using an oblique bridge.
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.
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.
The utility model provides a well support braced system 3 passes through realize that bridge girder erection machine 1000's edge is in the same direction as the bridge and is removed to the via hole when girder 1 indulges the mechanism that moves goes on, 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 bridge girder erection machine 1000 is at the via hole in-process, girder 1's longitudinal movement is more steady, operates safe and reliable more.
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 lower supporting beam 52, it locates to go up supporting beam 51 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 its rotation. Go up telescopic supporting leg 54 that is equipped with the symmetry interval setting between supporting beam 51 and the lower supporting beam 52, the upper and lower both ends of supporting leg 54 are fixed with last supporting beam 51 and lower supporting beam 52 respectively, supporting leg 54 is including last supporting tube 541 and the lower support column 542 that cup joints each other, go up all to correspond on supporting tube 541 and the lower support column 542 and seted up a plurality of mounting holes, the accessible round pin axle passes go up the mounting hole of supporting tube 541 and lower support column 542 and realize fixing between them. A vertically arranged supporting jack 55 is further arranged between the upper supporting beam 51 and the lower supporting beam 52, and the distance between the upper supporting beam 51 and the lower supporting beam 52 is adjusted through the supporting 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 beam 7 extending along the cross bridge is installed on the main beam 1, an overhead traveling mechanism 71 is installed between the overhead traveling beam 7 and the main beam 1 to drive the overhead traveling beam 7 to move along the longitudinal direction of the main beam 1, the overhead 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 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 enable the middle support system 3 to be supported 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 part of the first steel bar 2001 is further provided with a stirrup 2002 connected with a pier 2000, the stirrup 2002 forms an enlarged part on the pier top, the area of the enlarged part is larger than that of the pier top, 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 110 mm; 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 200 mm. 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 pier 2000 embedded with the finish-rolled deformed steel bar 2004, the front base 26 and the lower leg 252 of the front bracket system 2 need to be released in advance before the bridge girder erection machine 1000 passes through the hole to be anchored with the pier top, and the lower leg 252 needs to be connected with the upper leg 251 after the hole passes through the hole.
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 at the rear half section of the main beam 1, so that 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 where construction is completed, 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 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 and the pier 2000 are anchored. 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 girder steel segment 3000 falls to the distance of presetting in 1 bottom of girder, avoids the too fast construction error that easily causes, has great potential safety hazard.
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 leg rail 332, so that the transverse traveling mechanism 33 of the middle support bracket system 3 is utilized to drive the middle support leg joist 31 to move along the length direction thereof, and at the moment, the main girder 1 rotates around the front bracket system 2, so as to realize the angle adjustment of the main girder 1 of the bridge girder erection 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 (10)
1. A bridge girder erection machine is characterized in that: the device comprises a main beam, a front support system, a middle support system, a rear support system, a temporary bearing cross beam system and a hoisting overhead traveling crane;
the main beam extends along the bridge direction, two ends of the main beam in the longitudinal direction are respectively provided with a front end supporting point and a rear end supporting point, the front support system, the middle support system and the rear leg system are respectively and correspondingly arranged at the front end supporting point, the middle position and the rear end supporting point of the main beam, the temporary bearing cross beam system is arranged on one side of the main beam close to the rear end supporting point of the main beam, and the hoisting crown block is arranged on the main beam and moves along the longitudinal direction of the main beam to hoist the section bar for bridge construction;
the front support system is used for adjusting the height of a front end supporting point of the main beam;
the middle support bracket system comprises a middle support leg supporting beam, a main beam longitudinal movement driving mechanism and a transverse walking mechanism wheel box which are respectively arranged at the upper side and the lower side of the middle support leg supporting beam, a middle support leg transverse track is arranged at the bottom of the middle support leg supporting beam, the transverse walking mechanism wheel box is in rolling fit with the middle support leg transverse track, a connecting disc is further arranged between the main beam longitudinal movement mechanism and the middle support leg supporting beam, the connecting disc is relatively fixed with the main beam longitudinal movement mechanism, and the connecting disc is connected with the middle support leg supporting beam through a positioning pin shaft;
the rear support leg system is used for adjusting the height of a rear end supporting point of the main beam;
the temporary support system can move along the longitudinal direction of the main beam relative to the main beam and support the middle position of the main beam when the middle support bracket system pushes the main beam to move.
2. A bridge girder erection machine according to claim 1, wherein: the front support system comprises a main beam joist, a hydraulic telescopic assembly, a front supporting leg and a front base which are sequentially connected from top to bottom, the main beam joist extends and is arranged at the top of the main beam along a transverse bridge direction, and the hydraulic telescopic assembly stretches to drive the front supporting leg and the front base to be close to or far away from the main beam joist.
3. A bridge girder erection machine according to claim 2, wherein: the hydraulic telescopic assembly, 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, each hydraulic telescopic assembly comprises a hydraulic jack, a small lifting frame and a telescopic sleeve, two ends of each telescopic sleeve are respectively connected with the main beam supporting beam and the upper cross beam, the bottom 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 hinged with the small lifting frame, and the small lifting frame is fixed with a section where the telescopic sleeves are connected with the upper cross beam.
4. A bridge girder erection machine according to claim 2, wherein: and a rotating disk which can be used for enabling the front supporting leg and the front base to rotate relatively is arranged between the front supporting leg and the front base, and the rotating disk is locked through a threaded fastener.
5. A bridge girder erection machine according to claim 1, wherein: the girder indulges and moves actuating mechanism and includes the vertical walking wheel of locating the girder bottom and be used for the drive vertical walking wheel pivoted driving motor, the walking wheel with the girder can be dismantled and be connected, the girder indulges and moves actuating mechanism and is in respectively the both sides of well landing leg joist establish a set of two truss structures that correspond the girder respectively.
6. A bridge girder erection machine according to claim 1, wherein: the transverse walking wheel boxes are connected with the middle supporting leg supporting beam, a group of transverse walking wheel boxes are respectively arranged on two sides of the middle supporting leg supporting beam, each transverse walking mechanism wheel box comprises a box body and a transverse walking wheel, and the transverse walking wheels are in rolling fit with the transverse track of the middle supporting leg.
7. A bridge girder erection machine according to claim 1, wherein: the rear supporting leg system comprises a rear supporting leg joist, a rear supporting leg hydraulic jack, a small lifting frame, a telescopic sleeve and a lower support;
the rear supporting leg joist is arranged at the top of the main beam, the telescopic sleeve comprises an upper rear supporting leg and a lower rear supporting leg which are mutually sleeved and matched, the top end of the upper rear supporting leg is connected with the rear supporting leg joist, and the bottom end of the lower rear supporting leg is connected with the lower support;
the cylinder barrel of the rear support leg hydraulic jack is connected with the top of the main beam, the extending end of the piston rod of the rear support leg hydraulic jack is hinged with the small lifting frame, and the small lifting frame is connected with the lower rear support leg.
8. A bridge girder erection machine according to claim 1, wherein: the temporary supporting system comprises an upper supporting beam, a lower supporting beam and telescopic supporting legs arranged between the upper supporting beam and the lower supporting beam, and a hydraulic jack stretching along the vertical direction is further arranged between the upper supporting beam and the lower supporting beam.
9. A bridge girder erection machine according to claim 8, wherein: and a travelling mechanism for driving the temporary bearing cross beam system to relatively move along the longitudinal direction of the main beam is arranged between the upper supporting beam and the main beam.
10. A bridge girder erection machine according to claim 1, wherein: the girder top is equipped with along the horizontal bridge to the overhead traveling crane walking beam that extends, the overhead traveling crane walking beam with be equipped with between the girder and be used for the drive the overhead traveling crane walking beam is followed the overhead traveling crane walking mechanism that girder lengthwise direction removed, it locates on the overhead traveling crane walking beam and can follow the lengthwise direction removal of overhead traveling crane walking beam to lift by crane the overhead traveling crane.
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