CN215709500U - Prefabricated reinforcing bar mould platform truck of high-speed railway box girder - Google Patents

Prefabricated reinforcing bar mould platform truck of high-speed railway box girder Download PDF

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Publication number
CN215709500U
CN215709500U CN202122334275.7U CN202122334275U CN215709500U CN 215709500 U CN215709500 U CN 215709500U CN 202122334275 U CN202122334275 U CN 202122334275U CN 215709500 U CN215709500 U CN 215709500U
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China
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box girder
steel box
steel
girder
speed railway
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CN202122334275.7U
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Chinese (zh)
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吴跃军
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Henan Sanyue Construction Engineering Co ltd
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Henan Sanyue Construction Engineering Co ltd
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Abstract

The utility model provides a high-speed railway box girder prefabricated reinforcement mould trolley, which relates to the technical field of reinforcement mould trolleys and comprises a first steel box girder, wherein transverse connecting girders are fixedly arranged at two ends of the first steel box girder through pin shafts, a second steel box girder is fixedly arranged at one end, far away from the first steel box girder, of each transverse connecting girder through a pin shaft, and flange plates are fixedly arranged on side walls of one sides of the first steel box girder and the second steel box girder through bolts. According to the utility model, the first steel box girder, the transverse connecting girder, the second steel box girder, the flange plate, the longitudinal connecting girder, the driving rail wheel and the driven rail wheel are arranged, so that the function of conveniently and rapidly carrying the reinforcing steel bars is realized, the reinforcing steel bars can be rapidly moved indoors in rainy weather, the reinforcing steel bars are prevented from being wetted by rain on the ground, the reinforcing steel bars are prevented from being corroded, the binding operation speed of the reinforcing steel bars is prevented from being influenced, and meanwhile, the aerial crane operation device can be used for replacing manpower for carrying indoors, so that the labor cost is saved.

Description

Prefabricated reinforcing bar mould platform truck of high-speed railway box girder
Technical Field
The utility model relates to the technical field of steel bar mould trolleys, in particular to a high-speed rail box girder prefabricated steel bar mould trolley.
Background
At the in-process that carries out the reinforcement operation, generally all put the reinforcing bar and carry out the ligature operation to the reinforcing bar in open-air open ground, the mode of this kind of ligature reinforcing bar, inconvenient carry and remove the reinforcing bar for when meetting rainy weather, the reinforcing bar can be because too late the transport and stop outdoors, makes the reinforcing bar drench by the rain easily, perhaps is wet by the rainwater on the ground because putting subaerial and on the ground, thereby leads to the reinforcing bar to take place the corrosion, makes the ligature operation speed that influences the reinforcing bar.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the defects in the prior art, and provides a high-speed rail box girder prefabricated steel bar mould trolley.
In order to achieve the purpose, the utility model adopts the following technical scheme: the utility model provides a high-speed railway case roof beam precast reinforcement mould platform truck, includes a steel case roof beam, the both ends of a steel case roof beam have the transverse connection roof beam through round pin axle fixed mounting, the one end that a steel case roof beam was kept away from to the transverse connection roof beam is equipped with No. two steel case roof beams through round pin axle solid fixed mounting.
In order to achieve the effect that the longitudinal connecting beam is respectively connected with the first steel box girder and the second steel box girder, the utility model is improved in that flange plates are fixedly arranged on the side walls of one sides of the first steel box girder and the second steel box girder through bolts, and the longitudinal connecting beam is fixedly arranged on the side wall of one side, far away from the first steel box girder and the second steel box girder, of each flange plate.
In order to realize the effect that the first steel box girder and the second steel box girder are connected with each other to form a rectangle, the utility model is improved in that flange plates are fixedly arranged at two ends of the longitudinal connecting girder, two groups of the first steel box girders are connected with each other through the longitudinal connecting girder, and two groups of the second steel box girders are connected with each other through the longitudinal connecting girder
In order to realize the effect of the movement of the first steel box girder, the utility model has the improvement that the driving rail wheels are arranged inside the first steel box girder close to the two ends.
In order to realize the effect of supporting the second steel box girder, the utility model has the improvement that the driven rail wheels are arranged inside the first steel box girder at the middle position, and the driven rail wheels are arranged inside the second steel box girder close to the two ends.
Advantageous effects
Compared with the prior art, the utility model has the advantages and positive effects that,
according to the utility model, the first steel box girder, the transverse connecting girder, the second steel box girder, the flange plate, the longitudinal connecting girder, the driving rail wheel and the driven rail wheel are arranged, so that the function of conveniently and rapidly carrying the reinforcing steel bars is realized, the reinforcing steel bars can be rapidly moved indoors in rainy weather, the reinforcing steel bars are prevented from being wetted by rainwater on the ground, the reinforcing steel bars are prevented from being corroded, the binding operation speed of the reinforcing steel bars is prevented from being influenced, and meanwhile, the aerial crane operation device can be used for replacing manpower to carry indoors, so that the labor cost is saved.
Drawings
FIG. 1 is a schematic perspective view of a high-speed rail box girder prefabricated reinforcement mold trolley according to the present invention;
FIG. 2 is a schematic perspective front view of a steel box girder of the first steel box girder prefabricated reinforcement mold trolley according to the present invention;
FIG. 3 is a cut-off view of a steel box girder of the high-speed railway box girder precast reinforcement mold trolley provided by the utility model;
FIG. 4 is a schematic perspective bottom view of a steel box girder of the first steel box girder prefabricated reinforcement mold trolley according to the present invention;
FIG. 5 is a schematic perspective front view of a No. two steel box girder of a high-speed railway box girder prefabricated reinforcement mold trolley according to the present invention;
FIG. 6 is a cut-off view of a No. two steel box girder of the high-speed railway box girder prefabricated reinforcement mold trolley provided by the utility model;
FIG. 7 is a schematic bottom view of a trolley for a prefabricated steel bar mold of a high-speed railway box girder according to the present invention;
FIG. 8 is a schematic view of a part of the structure of a trolley for a prefabricated steel bar mold of a high-speed railway box girder according to the present invention;
FIG. 9 is a schematic top perspective view of a steel box girder of a trolley for prefabricating steel reinforcement molds for high-speed railway box girders according to the present invention;
fig. 10 is a schematic top perspective view of a second steel box girder of the high-speed railway box girder prefabricated reinforcement mold trolley provided by the utility model;
fig. 11 is a schematic three-dimensional test diagram of the high-speed rail box girder precast reinforced bar mould trolley provided by the utility model.
Illustration of the drawings:
1. a first steel box girder; 2. a transverse connecting beam; 3. a second steel box girder; 4. a flange plate; 5. a longitudinal connecting beam; 6. a driving rail wheel; 7. a driven rail wheel.
Detailed Description
In order that the above objects, features and advantages of the present invention can be more clearly understood, the present invention will be further described with reference to the accompanying drawings and examples. It should be noted that the embodiments and features of the embodiments of the present application may be combined with each other without conflict.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced in other ways than those specifically described herein, and thus the present invention is not limited to the specific embodiments of the present disclosure.
Referring to fig. 1-11, the present invention provides a technical solution: a high-speed railway box girder prefabricated reinforcement mould trolley comprises a first steel box girder 1, wherein two ends of the first steel box girder 1 are fixedly provided with a transverse connecting girder 2 through a pin shaft, the first steel box girder 1 fixes the transverse connecting girder 2, one end of the transverse connecting girder 2 far away from the first steel box girder 1 is fixedly provided with a second steel box girder 3 through a pin shaft, the first steel box girder 1 and the second steel box girder 3 are mutually connected through the transverse connecting girder 2, one side walls of the first steel box girder 1 and one side wall of the second steel box girder 3 are fixedly provided with flange plates 4 through bolts, the first steel box girder 1 and the second steel box girder 3 fix the flange plates 4, one side wall of the flange plates 4 far away from the first steel box girder 1 and one side wall of the second steel box girder 3 are fixedly provided with a longitudinal connecting girder 5, the flange plates 4 are fixedly arranged at two ends of the longitudinal connecting girder 5, two groups of the first steel box girders 1 are mutually connected through the longitudinal connecting girder 5, two sets of No. two steel box girders 3 are through vertical tie-beam 5 interconnect, and No. one steel box girder 1 all passes through two liang of interconnect of vertical tie-beam 5 with No. two steel box girders 3.
A driving rail wheel 6 is arranged in the position, close to the two ends, of the first steel box girder 1, when the driving rail wheel 6 rotates, the first steel box girder 1 is driven to move, and when the first steel box girder 1 moves, the second steel box girder 3 is driven to move.
The inside that a steel box roof beam 1 is located the intermediate position is provided with driven rail wheel 7, and the inside that No. two steel box roof beams 3 are close to both ends position is provided with driven rail wheel 7, and driven rail wheel 7 supports a steel box roof beam 1 and No. two steel box roof beams 3 for it is more convenient when a steel box roof beam 1 and No. two steel box roof beams 3 remove.
The working principle is as follows: when the reinforcing steel bar mould trolley is assembled, firstly, driving rail wheels 6 and driven rail wheels 7 are respectively installed inside a first steel box girder 1 and a second steel box girder 3, then, transverse connecting girders 2 are fixedly installed at the two ends of the first steel box girder 1, then, one end of each transverse connecting girder 2, which is far away from the first steel box girder 1, is connected with the second steel box girder 3, then, flanges 4 are fixedly installed on the side walls of the first steel box girder 1 and the second steel box girder 3 through bolts, then, the two ends of a longitudinal connecting girder 5 are fixedly connected with the flange plates 4, so that the first steel box girder 1 and the second steel box girder 3 are connected with each other in pairs through the longitudinal connecting girder 5, the transverse connecting girders 2 are matched with the longitudinal connecting girders 5, so that the first steel box girder 1 and the second steel box girder 3 are assembled into a rectangular shape, the assembly is completed, when the reinforcing steel bar mould trolley is used, reinforcing steel bars are placed on the upper surface of the reinforcing steel bar mould trolley, the driving rail wheels 6 are controlled to drive the first steel box girder 1 to move, and meanwhile, the second steel box girder 3 and the driven rail wheels 7 move, so that the whole movement of the steel bar clamping fixture trolley is achieved, and when the steel bar clamping fixture trolley moves, the steel bars are driven to move.
The present invention is not limited to the above preferred embodiments, and any modifications, equivalent substitutions and improvements made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (5)

1. The utility model provides a high-speed railway case roof beam precast steel bar mould platform truck, includes a steel case roof beam (1), its characterized in that: the two ends of the first steel box girder (1) are fixedly provided with transverse connecting girders (2) through pin shafts, and one ends of the transverse connecting girders (2) far away from the first steel box girder (1) are fixedly provided with second steel box girders (3) through pin shafts.
2. The high-speed railway box girder precast steel bar mould trolley of claim 1, characterized in that: a flange plate (4) is fixedly installed on one side wall of the first steel box girder (1) and one side wall of the second steel box girder (3), and a longitudinal connecting girder (5) is fixedly installed on one side wall of the flange plate (4) far away from the first steel box girder (1) and the second steel box girder (3).
3. The high-speed railway box girder precast steel bar mould trolley of claim 2, characterized in that: the flange plates (4) are fixedly arranged at two ends of the longitudinal connecting beam (5), the first steel box beam (1) is connected with the second steel box beam (3) through the longitudinal connecting beam (5), and the second steel box beam (3) is connected with the first steel box beam through the longitudinal connecting beam (5).
4. The high-speed railway box girder precast steel bar mould trolley of claim 1, characterized in that: and driving rail wheels (6) are arranged in the first steel box girder (1) close to the two ends.
5. The high-speed railway box girder precast steel bar mould trolley of claim 1, characterized in that: a driven rail wheel (7) is arranged in the middle of the first steel box girder (1), and driven rail wheels (7) are arranged in the second steel box girder (3) close to the two ends of the second steel box girder.
CN202122334275.7U 2021-09-26 2021-09-26 Prefabricated reinforcing bar mould platform truck of high-speed railway box girder Active CN215709500U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122334275.7U CN215709500U (en) 2021-09-26 2021-09-26 Prefabricated reinforcing bar mould platform truck of high-speed railway box girder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122334275.7U CN215709500U (en) 2021-09-26 2021-09-26 Prefabricated reinforcing bar mould platform truck of high-speed railway box girder

Publications (1)

Publication Number Publication Date
CN215709500U true CN215709500U (en) 2022-02-01

Family

ID=80024929

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122334275.7U Active CN215709500U (en) 2021-09-26 2021-09-26 Prefabricated reinforcing bar mould platform truck of high-speed railway box girder

Country Status (1)

Country Link
CN (1) CN215709500U (en)

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