CN203890888U - Girder hoisting traveling crane of single-arm box girder bridge erecting machine - Google Patents

Girder hoisting traveling crane of single-arm box girder bridge erecting machine Download PDF

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Publication number
CN203890888U
CN203890888U CN201420207500.8U CN201420207500U CN203890888U CN 203890888 U CN203890888 U CN 203890888U CN 201420207500 U CN201420207500 U CN 201420207500U CN 203890888 U CN203890888 U CN 203890888U
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China
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roller
hanging
hanging beam
supporting leg
single armed
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CN201420207500.8U
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韩利军
林树庆
张超
徐彦飞
刘建帅
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HANDAN BEIHENG ENGINEERING MACHINE Co Ltd
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HANDAN BEIHENG ENGINEERING MACHINE Co Ltd
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Abstract

The utility model relates to the technical field of the bridge erecting machines and discloses a girder hoisting traveling crane of a single-arm box girder bridge erecting machine. The girder hoisting traveling crane comprises a traveling crane main body, a girder hoisting carrying pole and a roller trolley; the traveling crane main body is used for driving the girder hoisting carrying pole to move up and down by use of a guide rope; the roller trolley comprises a roller carriage and a roller; the roller is movably mounted on the roller carriage; the roller carriage is fixedly mounted on the traveling crane main body; the roller is capable of moving in the longitudinal direction of a boom. The girder hoisting traveling crane of the single-arm box girder bridge erecting machine has the advantages that the roller trolley moves on the boom, and the strength of the roller trolley is higher than that of a gear so that the roller trolley cannot be damaged when a large-tonnage girder plate is hoisted, and therefore, the girder hoisting traveling crane is capable of traveling and working normally. In addition, the e girder hoisting traveling crane of the single-arm box girder bridge erecting machine has the characteristics of simple structure, convenient transportation and assembly and excellent properties.

Description

A kind of hanging beam overhead crane of single armed box beam bridge formation machine
Technical field
The utility model relates to Bridge Erector technical field, relates in particular to a kind of hanging beam overhead crane of single armed box beam bridge formation machine, and concrete is a kind of hanging beam overhead crane that can make to hang stressed uniform single armed box beam bridge formation machine.
Background technology
Bridge Erector is exactly that prefabricated beam sheet is placed into the equipment that prefabricated bridge pier gets on.Bridge Erector belongs to crane category, because its major function is that beam sheet is mentioned, puts down after being then transported to position, and Bridge Erector is divided into and sets up road bridge, conventional railway bridge, and railway of passengers' private line bridges etc. are several.
Existing hanging beam walking adopts gear to walk on longitudinal along horn, as the application number single armed box beam bridge formation machine that is 201020549604.9, wherein, hanging beam overhead crane adopts wheels 22 driven wheels 24 out of shape, in the time need to lifting by crane the large beam sheet of tonnage, the insufficient strength of gear 24 is large, and the sector-meeting of large-tonnage beam causes damage to gear 24, hanging beam overhead crane can not normally be walked, affect Bridge Erector and normally work.
In view of the defect of above-mentioned prior art, the hanging beam overhead crane that can normally walk when lifting large-tonnage beam sheet need to be provided.
Utility model content
The technical problems to be solved in the utility model be the hanging beam overhead crane of existing single armed box beam bridge formation machine when lifting large-tonnage beam sheet because the strength of gear teeth is little, the sector-meeting of large-tonnage beam causes damage to gear, and then the problem that causes hanging beam overhead crane normally to walk.
In order to solve the problems of the technologies described above, the utility model provides a kind of hanging beam overhead crane of single armed box beam bridge formation machine, comprising: driving main body, hanging beam shoulder pole and roller trolley; Described driving main body drives described hanging beam shoulder pole to move up and down by conductor rope, described roller trolley comprises roller vehicle frame and roller, described roller is arranged on described roller vehicle frame movably, described roller vehicle frame is fixedly mounted in described driving main body, and described roller can vertically moving along horn.
Wherein, also comprise vertical rod, it is through described hanging beam shoulder pole, for beam sheet being fixed on to described hanging beam shoulder pole.
Wherein, described driving main body is provided with vehicle frame, in described vehicle frame, is provided with pulley, and described hanging beam shoulder pole is provided with driving wheels, and described pulley drives described driving wheels to move up and down by conductor rope.
Wherein, described driving main body can lock with horn by pin.
Wherein, described roller trolley is vertically moved by driven by motor sprocket wheel chain.
Wherein, described horn bottom is provided with base plate, and described roller trolley is arranged between described driving main body and described base plate inner side.
Wherein, described motor is connected with reductor.
Wherein, described roller trolley is provided with 5-10 roller.
Technique scheme tool of the present utility model has the following advantages: the hanging beam overhead crane of the single armed box beam bridge formation machine that the utility model provides moves on horn by roller trolley, the intensity of the strength ratio gear of roller trolley is large, when lifting large-tonnage beam sheet, can not cause damage by pair roller dolly, hanging beam overhead crane can normally be walked, normally work.And have simple in structure, transport feature easy to assembly, function admirable.
Accompanying drawing explanation
Fig. 1 is the Facad structure schematic diagram of the utility model embodiment single armed box beam bridge formation machine;
Fig. 2 is the side structure schematic diagram of the utility model embodiment single armed box beam bridge formation machine;
Fig. 3 is the Facad structure schematic diagram of the second supporting leg of the utility model embodiment single armed box beam bridge formation machine;
Fig. 4 is the side structure schematic diagram of the second supporting leg of the utility model embodiment single armed box beam bridge formation machine;
Fig. 5 is the side structure schematic diagram of the hanging beam overhead crane of the utility model embodiment single armed box beam bridge formation machine;
Fig. 6 is the Facad structure schematic diagram of the hanging beam overhead crane of the utility model embodiment single armed box beam bridge formation machine;
Fig. 7 is the side structure schematic diagram of the hanging beam overhead crane of the utility model embodiment single armed box beam bridge formation machine;
Fig. 8 is the Facad structure schematic diagram of the hanging beam overhead crane of the utility model embodiment single armed box beam bridge formation machine;
Fig. 9 is the Facad structure schematic diagram of the 3rd supporting leg of the utility model embodiment single armed box beam bridge formation machine;
Figure 10 is the side structure schematic diagram of the 3rd supporting leg of the utility model embodiment single armed box beam bridge formation machine.
In figure: 1: the three supporting leg; 2: the second supporting legs; 3: the first supporting legs; 4: horn; 5: the second hanging structures; 6: powered carriage; 7: the second hanging beam overhead cranes; 8: the first hanging beam overhead cranes; 9: the first hanging structures; 10: beam sheet; 11: leg; 12: guide pillar; 13: the three lower transverse beams; 14: the three oil cylinders; 15: the three top rails; 16: free bearing; 17: stretching seat; 18: support secondary bar; 21: bearing diagonal; 23: truss; 24, second cross beam; 25: transverse-moving mechanism; 26: bearing; 31: rotary oil cylinder; 51: bracing frame; 52: hanging structure the first roller trolley; 53: hanging structure wheels; 54: hanging structure the second roller trolley; 55: pin; 56: column; 57: brace summer; 58: spherical bearing; 59: reductor; 71: vertical rod; 72: hanging beam shoulder pole; 73: driving wheels; 74: vehicle frame; 75: pulley; 76: conductor rope; 77: driving roller trolley.
The specific embodiment
In description of the present utility model, except as otherwise noted, the implication of " a plurality of " is two or more.Term " interior ", " on ", orientation or the position relationship of the indication such as D score, " left side ", " right side " be based on orientation shown in the drawings or position relationship, only the utility model and simplified characterization for convenience of description, rather than indicate or imply that the device of indication or element must have specific orientation, with specific orientation, construct and operation, therefore can not be interpreted as restriction of the present utility model.
Below in conjunction with drawings and Examples, the specific embodiment of the present utility model is described in further detail.Following examples are used for illustrating the utility model, but are not used for limiting scope of the present utility model.
As depicted in figs. 1 and 2, single armed box beam bridge formation machine, comprising: horn 4, first supporting leg 3, the second supporting leg 2, the three supporting leg 1, the second hanging structures 5 and 9, two hanging beam overhead cranes of the first hanging structure; In the present embodiment, adopted the first supporting leg 3, the second supporting leg 2 and 1 three supporting legs of the 3rd supporting leg, four or five supporting legs also can be set as required, the present embodiment adopts three supporting legs more to simplify compared with the via hole operation of four supporting legs, and the efficiency of bridge formation improves.The main bearing carrier of horn 4 conduct, horn 4 adopts box-girder assembled structures, can be formed by more piece unit beam pin joint.On the second hanging structure 5 and the first hanging structure 9, be equipped with driving mechanism and hanging structure walking mechanism, driving mechanism drive horn 4 by hanging structure walking mechanism along the vertically moving of horn 4, the long axis direction of horn 4 is longitudinal.And hanging structure can be locked on horn 4, the 3rd supporting leg 1 is positioned at one end of horn 4, and the second supporting leg 2 is between the first supporting leg 3 and the 3rd supporting leg 1.The first supporting leg 3 is rotating to be arranged on the second hanging structure 5, the second supporting leg 2 is rotating to be arranged on the first hanging structure 9, the second hanging structure 5 drives the first supporting leg 3 to vertically move along horn 4, and the first hanging structure 9 drives the second supporting leg 2 to vertically move along horn 4.Two hanging beam overhead cranes, comprise the first hanging beam overhead crane 8 and the second hanging beam overhead crane 7, are all arranged at movably horn 4 belows, and wherein, each hanging beam overhead crane comprises hanging beam walking mechanism, and hanging beam overhead crane vertically moves along horn 4 by hanging beam walking mechanism.
The single armed box beam bridge formation machine that the present embodiment provides has the following advantages: three supporting legs make operation simple via convenient, and longitudinally resistance to capsizing is strong, and stability is good; Because the first supporting leg 3 is rotating, be arranged on the second hanging structure 5, the second supporting leg 2 is rotating to be arranged on the first hanging structure 9, so Bridge Erector can meet bale handle in tunnel, access tunnel mouth is set a roof beam in place; Bridge Erector can meet single track bridge, two-wire twin beams line, and center distance >=5m sets up; Beam transportation vehicle is packed interval transfer of Bridge Erector and was met tunnel, the requirement of speed per hour 250km/h and gauge thereof; Bridge Erector meets curved bridge, and sweep >=2000m sets up; Bridge Erector vertical shift and the vertical shift of hanging beam dolly adopt chain to force to drive, safe and reliable; Bridge Erector complete machine when the tunnel, without dismounting, can directly be packed by tunnel by Beam transportation vehicle after the height of each number post being done to corresponding adjustment by the hydraulic jack of each supporting leg, saving of work and time, and brief construction period, increases work efficiency.Single armed box beam bridge formation machine is mainly used in setting up the concrete beam sheet of highway bridge and railroad bridge, belong to single armed freely-supported type, in full width, build bridge, mechanically can realize the beam that once falls when traversing and put in place, have simple in structure, lightweight, transport easy to assembly, function admirable, feature that automated procedures are high.
As shown in Figure 2, Figure 3 and Figure 4, in single armed box beam bridge formation machine, the second supporting leg 2 is Bridge Erector main supporting members when setting a roof beam in place, simultaneously it also has Bridge Erector and when longitudinal gradient is set a roof beam in place and become across operation, adjusts the function of girder vertical equity, is again the driving pillar that Bridge Erector via hole vertically moves.While setting a roof beam in place, the second supporting leg 2 of Bridge Erector is supported on prefabricated case beam leading section.The second supporting leg 2 is portal-framed structure, comprise crossbeam 24 and two parallel truss 23, truss 23 is controlled and can be stretched by hydraulic jack, crossbeam 24 is arranged between two parallel truss 23, the bottom that truss 23 is installed in truss 23 is provided with bearing 26, between truss 23 and bearing 26, be separately installed with bearing diagonal 21, can strengthen the effect of supporting.In the present embodiment, on the crossbeam 24 of the second supporting leg 2, be also provided with transverse-moving mechanism 25, transverse-moving mechanism 25 is sideslip oil cylinder, can drive horn 4 to carry out traversing, is laterally the left and right directions of horn 4 in Fig. 2, each 0.5m of range left and right, finely tunes by 25 pairs of Bridge Erector lateral attitudes of transverse-moving mechanism.
In single armed box beam bridge formation machine, the first supporting leg 3 is also the main supporting member of Bridge Erector when setting a roof beam in place, and simultaneously it also has Bridge Erector and when longitudinal gradient is set a roof beam in place and become across operation, adjusts the function of girder vertical equity, is again the driving pillar that Bridge Erector via hole vertically moves.While setting a roof beam in place, the first supporting leg 3 of Bridge Erector is supported on the place ahead pier first half, and the first supporting leg 3 is portal-framed structure, and in the present embodiment, the first supporting leg 3 is also provided with extension, and other structures are consistent with the structure of the second supporting leg 2.On the first supporting leg 3, be also provided with and drive it to carry out traversing transverse-moving mechanism, transverse-moving mechanism is positioned on the crossbeam of the first supporting leg 3, and transverse-moving mechanism 25 is sideslip oil cylinder, can drive horn 4 to carry out traversing, each 0.5m of range left and right, also can finely tune the lateral attitude of Bridge Erector.
As shown in Figure 2, Figure 5 and Figure 6, hanging structure in the single armed box beam bridge formation machine that the utility model provides comprises the second hanging structure 5 and the first hanging structure 9, hanging structure is supporting horn 4 and the main bearing carrier of hanging beam load, the operating modes of setting a roof beam in place such as hanging structure can realize that complete machine is traversing, vertical shift and the second supporting leg 2, the first supporting leg 3 via holes.Hanging structure 5 comprises: bracing frame 51, column 56 and brace summer 57; Bracing frame 51 is arranged on horn 4 tops and is positioned at the below of crossbeam 24, and brace summer 57 is positioned at the top of crossbeam 24.Column 56 connects bracing frame 51 and brace summer 57 through crossbeam 24, and the brace summer 57 that column 56 bottoms are provided with pin 55, the second hanging structures 5 can lock with horn 4 by pin 55, and the first hanging structure 9 is also by pin and horn 4 lockings.The crossbeam 24 of the second supporting leg 2 can rotate around column 56, and the first supporting leg 3 also can rotate around column 56.The second hanging structure 5 and the first hanging structure 9 also comprise spherical bearing 58, brace summer 57 contacts with spherical bearing 58 spherical pairs, brace summer 57 contacts with spherical bearing 58 spherical pairs and can, when driving horn 4 to move, make the second hanging structure 5 and the first hanging structure 9 stressed more even.Brace summer 57 bottoms are provided with wearing plate, can prevent that the first supporting leg 3 and the second supporting leg 2 from, when column 56 rotation, producing wearing and tearing to brace summer 57.The first supporting leg 3 is connected with horn 4 by hanging structure 5 respectively with the second supporting leg 2.Hanging structure walking mechanism is provided with a plurality of roller trolleys.
In the present embodiment, hanging structure is provided with four rolling dolly, the first hanging structure 9 and described the second hanging structure 5 respectively by roller trolley along described horn 4 vertical shifts, roller trolley is arranged between the bracing frame 51 and horn 4 of hanging structure.Roller trolley comprises vehicle frame and roller, and roller is arranged on vehicle frame movably, and vehicle frame is fixedly mounted on bracing frame 51, and roller can vertically moving along described horn 4.Roller trolley comprises the first roller trolley 54 and the second roller trolley 52, is provided with two the first roller trolleys 54 and two the second roller trolleys 52 in the present embodiment.The number of rollers of the first roller trolley 54 is greater than the number of rollers of the second roller trolley 52, and in the present embodiment, the number of rollers of the first roller trolley 54 is 9, and the number of rollers of the second roller trolley 52 is 6.Horn 4 tops are provided with top board, and the first roller trolley 54 is arranged between bracing frame 51 and top board outside, and the second roller trolley 52 is arranged between bracing frame 51 and top board inner side.Between bracing frame 51 and horn 4 tops, be respectively equipped with two hanging structures the second roller trolley 54, between bracing frame 51 and horn 4 belows, be respectively equipped with two hanging structures the first roller trolley 52, the weight of the beam sheet 10 of the single armed box beam bridge formation machine suspension bracket providing due to the present embodiment is larger, roller trolley is larger than the strength of gear teeth, makes hanging beam process more stable.The driving mechanism of the second hanging structure 5 is also provided with reductor 59, can slow down by pair roller dolly, thus the speed of travel of control hanging structure.The structure of the first hanging structure 9 is consistent with the structure of the second hanging structure 5.Because crossbeam can rotate around column 56, do not have obstacle to stop, supporting leg can rotate 65 ° and lock with horn 4, Beam transportation vehicle Beam transportation vehicle can be packed the whole transition of Bridge Erector or be transported to another circuit and set up, make supporting leg can pass through single-track tunnel, there is feature simple in structure, easy to use and that automated procedures are high.
The hanging beam overhead crane 7 of the single armed box beam bridge formation machine that as shown in Figure 2 and Figure 7, the utility model provides is the Main Hoisting Machinery of Bridge Erector handling concrete box girder.Hanging beam overhead crane 7 comprises: driving main body, hanging beam shoulder pole 72, hoist engine and vertical rod 71; Driving main body can lock with horn 4 by pin, and driving main body drives hanging beam shoulder pole 72 to move up and down by conductor rope, and hanging beam shoulder pole 72 is for the weight of carrier bar sheet 10, and hoist engine is wound with cable wire, to control hanging beam shoulder pole 72 moving up and down along horn 4.Vertical rod 71 is arranged on hanging beam shoulder pole 72, and vertical rod 71 is through hanging beam shoulder pole 72, for beam sheet 10 is fixed on to hanging beam shoulder pole 72, for clamped beam sheet 10.Adopt fixedly large-tonnage beam sheet 10 of vertical rod 71, vertical rod 71 can reach certain intensity, and what make that beam sheet 10 fixes is more stable.Hanging beam overhead crane 7 travelings are vertically moved by sprocket wheel chain mode by 2 5.5KW running motor reducers, compared with the connected mode that adopts rack-and-pinion, more cost-saving.Hoist and adopt the dilatory mode that hoists of hoist engine.Hanging beam walking mechanism is provided with roller trolley 77, and roller trolley 77 is arranged between horn 4 and driving main body.Driving main body is by roller trolley 77 along horn 4 vertical shifts, and roller trolley is connected with horn 4.Horn 4 bottoms are provided with base plate, and roller trolley 77 is arranged between driving main body and base plate inner side.Roller trolley 77 comprises roller vehicle frame and roller, and roller is arranged on roller vehicle frame movably, and roller vehicle frame is fixedly mounted in driving main body, and roller can vertically moving along horn 4.Roller trolley 77 is vertically moved by driven by motor sprocket wheel chain.Compared with the rack-and-pinion adopting before, the cost of chain sprocket is lower, and model is more, and the space that can select is larger.Motor is connected with reductor 59, and roller trolley 77 is provided with 5-10 roller.The intensity of the strength ratio gear of roller trolley 77 is large, when lifting large-tonnage beam sheet 10, can not cause damage by pair roller dolly 77, and hanging beam overhead crane can normally be walked, and normally works.And have simple in structure, transport feature easy to assembly, function admirable.In the present embodiment, hanging beam overhead crane 7 is provided with two roller trolleys, between hanging beam overhead crane 7 and horn 4, be respectively equipped with two driving roller trolleys 77, driving main body can vertically moving along horn 4 by roller trolley 77, the driving main body of hanging beam overhead crane 7 is provided with vehicle frame 74, in vehicle frame 74, be provided with pulley 75, hanging beam shoulder pole 72 is provided with driving wheels 73, and pulley 75 is connected by the conductor rope in guide rope device 76 with driving wheels 73, and pulley 75 drives driving wheels 73 to move up and down by conductor rope.
As shown in Figure 1, single armed box beam bridge formation machine also comprises powered carriage 6, and powered carriage 6 is located at the end of horn 4, and the single armed box beam bridge formation machine in the present embodiment is provided with two powered carriage, a powered carriage is arranged on one end of horn 4, and another powered carriage is arranged on the other end of horn 4.Driving mechanism is arranged in powered carriage 6, compared with between driving mechanism is arranged on hanging structure 5 or hanging beam overhead crane 7, be arranged on the interior overall weight that can alleviate hanging structure 5 and hanging beam overhead crane 7 of powered carriage 6.
As shown in Figure 9 and Figure 10, the 3rd supporting leg 1, the three supporting leg 1 in single armed box beam bridge formation machine is the main supporting member of Bridge Erector when setting a roof beam in place with cantilever via hole.The 3rd supporting leg 1 is provided with rotary oil cylinder 31, and rotary oil cylinder 31 drives the 3rd supporting legs 1 rotation, and rotary oil cylinder 31 can drive the 3rd supporting leg 1 to be rotated into the state with horn 4 parallel longitudinals.Rotating the 3rd supporting leg 1 can widen the width of the 3rd supporting leg 1 and just can make Beam transportation vehicle enter.Single armed box beam bridge formation machine also comprises the secondary bar 18 of support, and the two ends of supporting secondary bar 18 are hinged with the first supporting leg 3 and horn 4 respectively, support secondary bar 18 hinged with the first supporting leg 3 and powered carriage 6 respectively in the present embodiment.Bridge Erector the 3rd supporting leg 1 when feeding beam state is realized the function of shrinking up and down by telescopic oil cylinder, by rotary oil cylinder, realize spin-up backward.Behind Bridge Erector place, during across lift heavy dolly lift tank beam, rotation the 3rd supporting leg 1 utilizes vertical lift oil cylinder to prop the 3rd supporting leg 1.Single armed box beam bridge formation machine need not be widened the 3rd supporting leg 1, but the 3rd supporting leg 1 is rotated up into level, carries out feeding beam, the 3rd supporting leg 1 is rotated in vertical support after waiting feeding beam to put in place again, solves the problem of the 3rd supporting leg 1 in feeding beam process.
The 3rd supporting leg 1 in single armed box beam bridge formation machine comprises: the 3rd top rail 15, rotary oil cylinder 31 and at least two pillars; Pillar is fixedly mounted on respectively the two ends of the 3rd top rail 15, and pillar is positioned at the below of the 3rd top rail 15.Column comprises guide pillar 12 and 11, the three oil cylinders 14 of keeping a foothold that are arranged in guide pillar 12 can drive 11 telescopicallies of keeping a foothold to be arranged in guide pillar 12.The 3rd top rail 15 is hinged with horn 4, and the top of the 3rd top rail 15 is provided with the first free bearing 16, and horn is provided with the second free bearing corresponding to the first free bearing 16, and the first free bearing 16 and the second free bearing are hinged by pin.The 3rd top rail 15 is provided with stretching seat 17, and stretching seat 17 one end are fixed on the 3rd top rail 15, and the other end is fixed on the piston rod of rotary oil cylinder 31, and rotary oil cylinder 31 is arranged on horn 4.Rotary oil cylinder 31 can drive pillar pin joint rotation with horn 4 around the 3rd top rail 15, and the 3rd oil cylinder 14 and rotary oil cylinder 15 are driven by motor.
The 3rd supporting leg 1 in single armed box beam bridge formation machine also comprises and supports secondary bar 18 and the 3rd lower transverse beam 13,, support secondary bar 18 one end with column articulated, the powered carriage 6 of the other end and horn 4 is hinged.The 3rd lower transverse beam 13 is provided with connection seat, and the 3rd oil cylinder 14 is installed by connection seat and the 3rd lower transverse beam 13.
During single armed box beam bridge formation machine via hole, during the present embodiment single armed box beam bridge formation erecting 32m beam sheet, pack up hanging beam overhead crane and open to Bridge Erector left end, Bridge Erector is prepared via hole; Pack up the 3rd supporting leg 1, drive the driving mechanism of the first hanging structure 9, the second hanging structure 5, horn 4 32.7m that moves right, two hanging beam dollies are opened simultaneously near the second supporting leg 2 and are done counterweight; Prop the 3rd supporting leg 1, pack up the second supporting leg 2 32.7m that moves right; The second supporting leg 2, packs up the first supporting leg 3 32.7m that moves right and puts in place; Two hanging beam dollies are opened to the right-hand member of horn 4 and done counterweight, pack up the 3rd supporting leg 1 perk backward, wait for feeding beam.
When single armed box beam bridge formation machine is set a roof beam in place, Bridge Erector enters state to be set a roof beam in place, Beam transportation vehicle feeding beam, Beam transportation vehicle feeding beam enters the afterbody of Bridge Erector left end, prop 3, two hanging beam dollies of the first supporting leg sling beam sheet 10 move right to wait to set a roof beam in place across, two hanging beam dollies beam that synchronously falls, beam sheet 10 is in place.
When the transition of single armed box beam bridge formation machine and excessively tunnel, Bridge Erector is packed transition and is crossed tunnel operating mode and is divided into two kinds of situations, when by the slightly shorter tunnel of length, can realize by Bridge Erector falling head self stride, long distance shifts or by Beam transportation vehicle, packs Bridge Erector during tune and realizes.When long distance shifts, the first supporting leg 3 is packed up over after beam face, the second supporting leg 2 and the 3rd supporting leg 1 support, the second supporting leg 2 is moved right and prop the second supporting leg 2 after near the first supporting leg 3, pack up the 3rd supporting leg 1 and standard knot is folded and packed up, Beam transportation vehicle and transhipment bracket thereof are opened to appropriate location in bridge ventral chamber, receive the 3rd supporting leg 1, the second supporting leg 2 falls within on the transhipment bracket of Beam transportation vehicle horn 4, bundled after Bridge Erector and Beam transportation vehicle, and the second supporting leg 2 is horizontally rotated to 65 ° and horn 4 lockings, Beam transportation vehicle Beam transportation vehicle can be packed the whole transition of Bridge Erector or be transported to another circuit and set up.
When single armed box beam bridge formation machine is used, Bridge Erector enters state to be set a roof beam in place, Beam transportation vehicle feeding beam, and Beam transportation vehicle feeding beam enters Bridge Erector afterbody, prop the first supporting leg 3, before and after the hanging beam dolly case beam of slinging move forward to and wait to set a roof beam in place across, two hanging beam dollies beam that synchronously falls, beam sheet is in place, pack up the 3rd supporting leg 1, drive the driving mechanism of the first hanging structure 9, the second hanging structure 5, horn 4 32.7m that moves right, two hanging beam dollies are opened simultaneously near the second supporting leg 2 and are done counterweight; Prop the 3rd supporting leg 1, pack up the second supporting leg 2 32.7m that moves right; The second supporting leg 2, packs up the first supporting leg 3 32.7m that moves right and puts in place; Two hanging beam dollies are opened to the right-hand member of horn 4 and done counterweight, pack up the 3rd supporting leg 1 perk backward, wait for feeding beam next time.
In sum, single armed box beam bridge formation machine enters Bridge Erector afterbody at Beam transportation vehicle feeding beam, props the first supporting leg, and the hanging beam dolly case beam of slinging in front and back moves forward to and waits to set a roof beam in place across, two hanging beam dollies beam that synchronously falls; Single armed box beam bridge formation machine can pass through tunnel, belongs to single armed freely-supported type, builds bridge, mechanically can realize the beam that once falls when traversing and put in place in full width, have simple in structure, lightweight, transport easy to assembly, function admirable, feature that automated procedures are high.
When the hanging beam overhead crane of the single armed box beam bridge formation machine that the utility model provides is used, roller trolley is arranged between horn and driving main body.Driving main body by roller trolley along horn vertical shift.Vertical rod is through hanging beam shoulder pole, and for beam sheet is fixed on to hanging beam shoulder pole, driving main body drives hanging beam shoulder pole to move up and down by conductor rope, and hanging beam shoulder pole is for the weight of carrier bar sheet.
The hanging beam overhead crane of the single armed box beam bridge formation machine that the utility model provides moves on horn by roller trolley, the intensity of the strength ratio gear of roller trolley is large, when lifting large-tonnage beam sheet, can not cause damage by pair roller dolly, hanging beam overhead crane can normally be walked, normally work.And have simple in structure, transport feature easy to assembly, function admirable.
Above embodiment only, in order to the technical solution of the utility model to be described, is not intended to limit; Although the utility model is had been described in detail with reference to previous embodiment, those of ordinary skill in the art is to be understood that: its technical scheme that still can record aforementioned each embodiment is modified, or part technical characterictic is wherein equal to replacement; And these modifications or replacement do not make the essence of appropriate technical solution depart from the spirit and scope of each embodiment technical scheme of the utility model.

Claims (8)

1. a hanging beam overhead crane for single armed box beam bridge formation machine, is characterized in that, comprising: driving main body, hanging beam shoulder pole (72) and roller trolley (77); Described driving main body drives described hanging beam shoulder pole (72) to move up and down by conductor rope, described roller trolley (77) comprises roller vehicle frame and roller, described roller is arranged on described roller vehicle frame movably, described roller vehicle frame is fixedly mounted in described driving main body, and described roller can vertically moving along horn (4).
2. the hanging beam overhead crane of single armed box beam bridge formation machine according to claim 1, is characterized in that: also comprise vertical rod (71), it is through described hanging beam shoulder pole (72), for beam sheet (10) is fixed on to described hanging beam shoulder pole (72).
3. the hanging beam overhead crane of single armed box beam bridge formation machine according to claim 1, it is characterized in that: described driving main body is provided with vehicle frame (74), in described vehicle frame (74), be provided with pulley (75), described hanging beam shoulder pole (72) is provided with driving wheels (73), and described pulley (75) drives described driving wheels (73) to move up and down by conductor rope.
4. the hanging beam overhead crane of single armed box beam bridge formation machine according to claim 1, is characterized in that: described driving main body can lock with horn (4) by pin.
5. the hanging beam overhead crane of single armed box beam bridge formation machine according to claim 1, is characterized in that: described roller trolley (77) is vertically moved by driven by motor sprocket wheel chain.
6. the hanging beam overhead crane of single armed box beam bridge formation machine according to claim 1, is characterized in that: described horn (4) bottom is provided with base plate, and described roller trolley (77) is arranged between described driving main body and described base plate inner side.
7. the hanging beam overhead crane of single armed box beam bridge formation machine according to claim 5, is characterized in that: described motor is connected with reductor (59).
8. the hanging beam overhead crane of single armed box beam bridge formation machine according to claim 1, is characterized in that: described roller trolley (77) is provided with 5-10 roller.
CN201420207500.8U 2014-04-23 2014-04-23 Girder hoisting traveling crane of single-arm box girder bridge erecting machine Active CN203890888U (en)

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CN201420207500.8U CN203890888U (en) 2014-04-23 2014-04-23 Girder hoisting traveling crane of single-arm box girder bridge erecting machine

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104773456A (en) * 2015-04-14 2015-07-15 南通皋液液压机有限公司 Super-large tonnage transport trolley

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104773456A (en) * 2015-04-14 2015-07-15 南通皋液液压机有限公司 Super-large tonnage transport trolley
CN104773456B (en) * 2015-04-14 2017-03-01 南通皋液液压机有限公司 A kind of super-tonnage transport trolley

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