Automatic fine-tuning system and method for sleeper slab track structure on steel truss beam

Abstract

The invention discloses an automatic fine-tuning system for an open bridge deck sleeper plate track structure on a steel truss beam, characterized in that it comprises a track geometry detector (1), a three-way jack (7), and a jack control system (8); the track geometry detector (1) is arranged to travel on a steel rail (2) and is used to measure the roughly laid track structure and collect the track structure geometry information; a plurality of the three-way jacks (7) are arranged between the sleeper plate (4) and the steel truss beam sidewalk (6), and the geometry of the sleeper plate (4) is fine-tuned in the vertical, longitudinal and transverse directions of the track under the synchronous actuation of the jack control system (8). The invention can solve the problems of low fine-tuning efficiency, small adjustment amount and large workload of the sleeper plate on the existing steel truss beam.

Description

Technical Field

[0001] The invention belongs to the field of track precision construction, and in particular relates to an automatic fine-tuning system and method for an open bridge deck sleeper plate track structure on a steel truss. Background Art

[0002] The large-span steel truss structure is a commonly used structural type in modern railway bridges. It has the advantages of simple structure, convenient construction, strong bearing capacity, etc. It is widely used in the construction of conventional railways, high-speed railways and intercity railways. At present, the track structures commonly used for railway steel trusses at home and abroad include wooden sleeper open bridge deck track, ballasted track, synthetic resin sleeper track and sleeper plate structure track.

[0003] The open bridge deck track with wooden sleepers laid on traditional steel trusses is limited by the fact that wooden sleepers are easy to decay, mechanically wear and crack, and have a short structural life; the bridge deck with ballasted track is not easy to inspect and maintain and has a large deadweight; the cost of synthetic resin sleeper track is too high and is not suitable for large-scale laying applications; the sleeper plate structure track can improve the stability and durability of the track structure, reduce the workload of maintenance, and at the same time reduce the track construction height and the second phase constant load of the bridge, thereby reducing the cost of the main bridge project.

[0004] The sleeper plate structure track on steel truss beams includes rails, fasteners, sleeper plates, concrete cushion layers, high-strength connecting bolts, steel truss main longitudinal beams and other accessories. The sleeper plates are fixedly connected to the steel truss main longitudinal beams by high-strength bolts, and the concrete cushion layer is poured between the sleeper plates and the steel truss main longitudinal beams. Most of the existing track fine-tuning systems are designed for ballastless tracks and ballasted tracks, and there are few fine-tuning methods for the sleeper plate structure track on open bridge decks on steel trusses. For the sleeper plate structure track laid on steel trusses, after the concrete cushion layer is poured, the track structure fine-tuning mainly depends on the fastener system. This track fine-tuning method has a small adjustment amount, a large workload, and low efficiency. Summary of the invention

[0005] In view of at least one of the above defects or improvement requirements of the prior art, the present invention provides an automatic fine-tuning system for the open bridge deck sleeper plate track structure on a steel truss beam, which can solve the problems of low fine-tuning efficiency, small adjustment amount, and large workload of the sleeper plate on the existing steel truss beam. The track geometry state detector is used to collect the track structure geometry state and determine the sleeper plate to be adjusted. The adjustment amount information is transmitted to the jack control system through a communication system such as Bluetooth. The jack control system drives the three-way jack in real time to accurately adjust the geometry of the sleeper plate, thereby realizing the automatic fine-tuning of the sleeper plate track structure on the steel truss beam and greatly improving the working efficiency.

[0006] To achieve the above object, according to one aspect of the present invention, there is provided an automatic fine adjustment system for an open bridge deck sleeper plate track structure on a steel truss girder, wherein:

[0007] It includes track geometry status detector, three-way jack, and jack control system;

[0008] The track geometry detector is arranged to travel on the rails, and is used to measure the rough-laid track structure and collect the track structure geometry information;

[0009] A plurality of three-way jacks are arranged between the sleeper plate and the steel truss sidewalk. Under the synchronous actuation of the jack control system, the geometrical shape of the sleeper plate is finely adjusted in the vertical, longitudinal and transverse directions of the track.

[0010] Preferably, the fine adjustment system further comprises a connecting screw;

[0011] The connecting screw is installed on the lifting sleeve reserved on the side of the sleeper plate;

[0012] The three-way jack is connected to and adjusts the sleeper plate through the connecting screw.

[0013] Preferably, the three-way jack faces one end of the steel truss girder walkway and is fixed on the side of the steel truss girder walkway in the direction of the sleeper plate.

[0014] Preferably, the three-way jack includes a bearing platform, which is fastened to the connecting screw by the bearing platform.

[0015] Preferably, the three-way jack also includes a jack vertical support, a jack longitudinal support, and a jack transverse support connected to the base, which are actuated individually or jointly by the jack control system.

[0016] Preferably, the connection between the three-way jack and the sleeper plate and the steel truss walkway is detachable.

[0017] Preferably, the three-way jacks are symmetrically arranged on both lateral sides of each sleeper plate along the longitudinal line in the track.

[0018] To achieve the above object, according to another aspect of the present invention, a fine adjustment method for an automatic fine adjustment system of an open bridge deck sleeper plate track structure on a steel truss beam is provided, comprising the following steps:

[0019] S1. Roughly lay the track structure including the sleeper plate, fastener system and rails according to the preset accuracy;

[0020] S2, clean the lifting sleeves reserved on both sides of the sleeper plate, install the connecting screw along the lifting sleeve thread, the other end of the connecting screw is fixedly installed on the three-way jack base, and the other end of the three-way jack is installed on the side of the steel truss sidewalk; the three-way jack is equipped with a jack control system, and the jack control system 8 receives signals through a communication device;

[0021] S3. Before the fine-tuning construction work begins, set the fine-tuning starting mileage, the fine-tuning section sleeper plate number and its corresponding mileage information in the track geometry state detector;

[0022] S4, installing the track geometry detector at the starting point of the fine-tuning operation, and the staff pushes the track geometry detector to collect track structure geometry information;

[0023] S5, the track geometry detector synchronously calculates the geometric shape and position deviation of the track structure;

[0024] S6, sending the corresponding amount of the sleeper plate to be adjusted to the jack control system through the communication system;

[0025] S7. After receiving the corresponding sleeper plate adjustment amount, the jack control system controls the action of the three-way jack to accurately adjust the geometric shape and position of the sleeper plate, thereby achieving automatic and accurate adjustment of the track structure.

[0026] Preferably, in step S4, the track geometry detector is used to measure the overall geometry of the track structure, and completely collect the installation deviations of the steel truss main longitudinal beam, the sleeper plate, the fastener system, and the rail;

[0027] In step S5, the amount of the track structure to be adjusted is calculated by comparing it with the standard data of the track structure geometry;

[0028] In step S6, the amount to be adjusted is transferred to the adjustment of the sleeper plate.

[0029] Preferably, the method further comprises the following steps:

[0030] S8. After the fine-tuning of the track structure in this fine-tuning section is completed, the sleeper plate and the main longitudinal beam of the steel truss are fixed with high-strength connecting bolts, and then a concrete cushion layer is poured between the sleeper plate and the main longitudinal beam of the steel truss; after the concrete cushion layer is poured and stabilized, the three-way jack and the jack control system are removed to achieve the reuse of subsequent fine-tuning sections.

[0031] In the present invention, the track geometry detector measures the track structure roughly laid according to a preset accuracy, collects the geometric shape and position information of the track structure, and calculates the amount to be adjusted corresponding to each sleeper plate; the connecting screw is installed using the lifting sleeves reserved on both sides of the sleeper plate, and the other end of the connecting screw is fixed to the three-way jack by the positioning bolt; the three-way jack is installed on the side of the steel truss sidewalk, and the three-way jack is controlled and driven by the control system, and the control system is connected to the track geometry detector via Bluetooth to obtain the amount to be adjusted of the sleeper plate.

[0032] The present invention uses the track geometry detector to measure the overall geometry of the track structure, completely collect the installation deviations of the steel truss main longitudinal beam, the sleeper plate, the fastener system, and the rail, and then calculates the amount of adjustment of the track structure by comparing it with the standard data of the track structure geometry. The amount of adjustment is transferred to the adjustment of the sleeper plate, avoiding the batch adjustment of each structure of the track and reducing the workload of fine-tuning the track structure. The track geometry detector has clear standards and is applicable to my country's track construction standards. It does not require independent development for the steel truss sleeper plate track structure, reducing the cost of purchasing additional equipment for overall track fine-tuning.

[0033] The track geometry detector transmits the adjustment amount of the corresponding sleeper plate to the control system through the Bluetooth system. The control system controls the three-way jack to make corresponding actions, accurately adjusts the geometric shape of the sleeper plate, and realizes automatic fine adjustment of the sleeper plate structure track on the steel truss.

[0034] The three-way jack is fixedly mounted on the side of the steel truss sidewalk on both sides of the track structure. The connecting screw is installed on the base of the three-way jack, and the connecting screw is connected to the lifting sleeve reserved on the sleeper plate through a thread. The three-way jack can achieve precise adjustment of the geometric shape of the sleeper plate through the connecting screw. The three-way jack is equipped with the jack control system, and the jack control system receives the geometric shape adjustment amount information corresponding to the sleeper plate sent by the track geometry state detector through a Bluetooth device.

[0035] After the track structure is fine-tuned, the sleeper plate and the main longitudinal beam of the steel truss are fixed with high-strength connecting bolts, and then a concrete cushion is poured between the sleeper plate and the main longitudinal beam of the steel truss. After the concrete cushion is poured and stabilized, the three-way jack and the jack control system can be removed for reuse.

[0036] The above-mentioned preferred technical features can be combined with each other as long as they do not conflict with each other.

[0037] In general, the above technical solution conceived by the present invention has the following beneficial effects compared with the prior art:

[0038] 1. The automatic fine-tuning system for the sleeper plate track structure on an open bridge deck on a steel truss beam of the present invention utilizes a track geometry state detector to collect the track structure geometry state and determine the amount of sleeper plate to be adjusted, and transmits the adjustment amount information to the jack control system via a communication system such as Bluetooth. The jack control system drives the three-way jack in real time to accurately adjust the geometry of the sleeper plate, thereby realizing automatic fine-tuning of the sleeper plate track structure on the steel truss beam and greatly improving the operating efficiency.

[0039] 2. The automatic fine-tuning system for the open bridge deck sleeper plate track structure on the steel truss beam of the present invention only requires one operator to push the Suohu track geometry state detector during the track structure fine-tuning process to achieve automatic fine-tuning of the measured track structure, which greatly improves the operating efficiency of the track structure fine-tuning.

[0040] 3. The automatic fine-tuning system for the sleeper-plate track structure on an open bridge deck on steel trusses of the present invention, the track structure geometric shape and position information collected by the track geometry state detector comprehensively considers the installation errors of the steel trusses, sleeper plates, fasteners and rail systems, and uniformly transfers them to the sleeper plates for adjustment and compensation, directly uses the rail surface accuracy as the evaluation standard, avoids the influence of installation errors between the various structures of the track system, and at the same time reduces the cost of purchasing a complete set of track fine-tuning equipment, thereby reducing construction costs.

[0041] 4. The automatic fine-tuning system for the open bridge deck sleeper plate track structure on the steel truss of the present invention, the track geometry state detector is a commonly used and mature product for track detection, has high versatility and complete standard support, is suitable for use in my country's track construction, reduces the cost of purchasing additional track fine-tuning systems, and reduces construction costs.

[0042] 5. The automatic fine-tuning system for the sleeper plate track structure on the open bridge deck on steel truss beams of the present invention has a three-way jack installed on the side of the steel truss sidewalk, which does not occupy the working space for the track structure construction, improves the problem of small track adjustment amount of the sleeper plate structure on the steel truss beam bridge, and can adapt to steel truss beam bridge deck structures of different spans, has good versatility, and reduces construction costs.

[0043] 6. The automatic fine-tuning system for the open bridge deck sleeper plate track structure on the steel truss beam of the present invention can remove the three-way jack for reuse after the fine-tuning construction work is completed.

[0044] 7. In the automatic fine-tuning system for the open bridge deck sleeper plate track structure on steel trusses of the present invention, three-way jacks synchronously adjust the sleeper plates, thereby avoiding damage to the sleeper plates caused by inconsistent displacement of the three-way jacks.

[0045] 7. The automatic fine-tuning system for the sleeper-plate track structure on the open bridge deck on the steel truss of the present invention is capable of automatically locating and measuring the track structure geometry data according to the measurement mileage and sleeper plate number set before the measurement, and directly transmitting the data to the jack control system via Bluetooth, thereby eliminating a large amount of complex workload caused by manual measurement. BRIEF DESCRIPTION OF THE DRAWINGS

[0046] Figure 1 It is a schematic diagram of the overall structure of the automatic fine-tuning system for the rail sleeper plate structure on the steel truss beam of the present invention;

[0047] Figure 2It is a schematic diagram of the longitudinal section structure of the automatic fine adjustment system of the rail sleeper plate structure on the steel truss beam of the present invention;

[0048] Figure 3 It is a schematic diagram of the overall structure of the sleeper plate fine adjustment of the automatic fine adjustment system for the sleeper plate structure on the open bridge deck on the steel truss beam of the present invention;

[0049] Figure 4 It is a top view of the sleeper plate fine adjustment structure of the automatic fine adjustment system for the sleeper plate structure track on the open bridge deck on the steel truss beam of the present invention;

[0050] Figure 5 It is a longitudinal section schematic diagram of the sleeper plate fine adjustment structure of the automatic fine adjustment system for the sleeper plate structure track on the open bridge deck on the steel truss beam of the present invention;

[0051] Figure 6 It is a schematic diagram of the overall structure of the three-way jack and the jack control system of the automatic fine adjustment system of the rail sleeper plate structure on the steel truss beam of the present invention;

[0052] Figure 7 It is a top view of the three-way jack and the jack control system of the automatic fine adjustment system of the rail sleeper plate structure on the steel truss beam of the present invention;

[0053] Figure 8 It is a schematic diagram of the overall structure of the automatic fine-tuning system for the rail sleeper plate structure on the steel truss beam after the construction of the present invention is completed;

[0054] Fig. 9 It is a schematic diagram of the longitudinal section structure after the construction of the automatic fine adjustment system of the rail sleeper plate structure on the open bridge deck on the steel truss beam of the present invention is completed. DETAILED DESCRIPTION

[0055] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention. In addition, the technical features involved in each embodiment of the present invention described below can be combined with each other as long as they do not conflict with each other. The present invention is further described in detail below in conjunction with specific embodiments.

[0056] As a preferred embodiment of the present invention, Figure 1-9 As shown, the present invention provides an automatic fine-tuning system for an open bridge deck sleeper plate track structure on a steel truss beam, which includes: a track geometry state detector 1, a three-way jack 7, a jack control system 8, and a connecting screw 9.

[0057] like Figure 2As shown, the track geometry detector 1 is arranged to travel on the rail 2, and is used to measure the roughly laid track structure and collect the track structure geometry information.

[0058] like Figure 2-5 As shown, a plurality of three-way jacks 7 are arranged between the sleeper plate 4 and the steel truss walkway 6. Under the synchronous actuation of the jack control system 8, the geometrical position of the sleeper plate 4 is finely adjusted in the vertical, longitudinal and transverse directions of the track.

[0059] like Figure 1-5 As shown, the connecting screw 9 is installed on the lifting sleeve 10 reserved on the side of the sleeper plate 4; the three-way jack 7 is connected to and adjusted by the connecting screw 9.

[0060] The three-way jack 7 faces one end of the steel truss girder walkway 6 and is fixed on the side of the steel truss girder walkway 6 close to the sleeper plate 4 .

[0061] The three-way jack 7 includes a support, which is connected to the connecting screw 9 by the support. Figure 6-7 As shown, the three-way jack 7 also includes a jack vertical support 13, a jack longitudinal support 14, and a jack transverse support 15 connected to the base, which are actuated individually or jointly by the jack control system 8.

[0062] The connection between the three-way jack 7 and the sleeper plate 4 and the steel truss girder walkway 6 is detachable, so as to facilitate disassembly and reuse.

[0063] The three-way jacks 7 are symmetrically arranged on both lateral sides of each sleeper plate 4 along the longitudinal line in the track. In this embodiment, four three-way jacks are symmetrically arranged on each sleeper plate.

[0064] The fine adjustment method of the automatic fine adjustment system of the open bridge deck sleeper plate track structure on the steel truss beam of the present invention comprises the following steps:

[0065] S1. Roughly lay the track structure including the sleeper plate 4, the fastener system 3 and the rail 2 according to the preset accuracy.

[0066] S2. Clean the lifting sleeves 10 reserved on both sides of the sleeper plate 4, and thread the connecting screw 9 along the lifting sleeve 10. The other end of the connecting screw 9 is fixedly mounted on the base of the three-way jack 7. The three-way jack 7 is equipped with a jack control system 8, which can receive signals through a Bluetooth device. The three-way jack 7 is installed on the side of the steel truss sidewalk 6, and does not occupy the working space of the track structure construction personnel.

[0067] The surface of the rail 2 is cleaned to make the rail surface clean and free of concrete blocks, gravel, oil stains, rust blocks and other objects that may affect the measurement accuracy of the track geometry detector 1.

[0068] S3. Before the fine-tuning operation begins, the fine-tuning starting mileage, the fine-tuning section sleeper plate number and its corresponding mileage information are set in the track geometry detector 1. The track geometry detector 1 determines the mileage and the corresponding sleeper plate number by recording the number of wheel rolling circles.

[0069] S4, installing the track geometry detector 1 at the starting point of the fine-tuning operation, and the staff pushes the track geometry detector 1 to collect the track structure geometry information;

[0070] S5. The track geometry detector 1 is installed at the starting point of the fine-tuning operation. The staff pushes the track geometry detector 1 to collect the geometry information of the track structure. The track geometry detector 1 simultaneously calculates the geometry deviation of the track structure.

[0071] S6. Send the adjustment amount corresponding to the sleeper plate 4 to the jack control system 8 via the Bluetooth system.

[0072] S7, after receiving the corresponding sleeper plate adjustment amount, the jack control system 8 controls the three-way jack 7 to operate and accurately adjust the geometric shape and position of the sleeper plate 4, thereby realizing automatic and accurate adjustment of the track structure. Figure 8-9 shown.

[0073] Preferably, in step S4, the track geometry detector 1 is used to measure the overall geometry of the track structure, and the installation deviations of the steel truss main longitudinal beam 5, the sleeper plate 4, the fastener system 3, and the rail 2 are completely collected;

[0074] In step S5, the amount of the track structure to be adjusted is calculated by comparing it with the standard data of the track structure geometry;

[0075] In step S6, the amount to be adjusted is transferred to the adjustment of the sleeper plate.

[0076] Preferably, the method further comprises the following steps:

[0077] S8. After the fine-tuning of the track structure in this fine-tuning section is completed, the sleeper plate 4 and the steel truss main longitudinal beam 5 are fixed with high-strength connecting bolts, and then a concrete cushion layer is poured between the sleeper plate 4 and the steel truss main longitudinal beam 5; after the concrete cushion layer is poured and stabilized, the three-way jack 7 and the jack control system 8 are removed to achieve the reuse of subsequent fine-tuning sections.

[0078] The connecting screw 9 is installed on the sleeper plate 4 using the reserved lifting sleeve 10, and the three-way jack 7 drives the sleeper plate 4 to adjust the geometric position through the connecting screw 9. The connecting screw 9 and the base of the three-way jack 7 are fastened and connected by the positioning bolts 16, and the structure is stable and easy to install and disassemble.

[0079] Each of the sleeper plates 4 is equipped with four groups of three-way jacks 7 and the jack control system 8, and two groups are symmetrically arranged on each side of the sleeper plate 4. Driven by the jack control system 8, the four groups of three-way jacks 7 synchronously adjust the vertical, horizontal and longitudinal positions of the sleeper plates 4; the adjustment of the longitudinal position of the sleeper plates 4 along the rails is handled by the front and rear two groups of three-way jack longitudinal supports 14. The three-way jack longitudinal support 14 located at one end of the sleeper plate 4 is responsible for adjusting the longitudinal movement of the sleeper plate 4 in one direction, and the three-way jack longitudinal support 14 located at the other end of the sleeper plate 4 is responsible for adjusting the longitudinal movement of the sleeper plate in another direction. The three-way jack vertical support 13 is responsible for adjusting the vertical position of the sleeper plate, and the three-way jack transverse support 15 is responsible for adjusting the transverse position of the sleeper plate. The four groups of three-way jacks 7 all act synchronously to avoid damage to the sleeper plate 4 due to inconsistent jack action.

[0080] After the above-mentioned automatic fine-tuning operation is completed, the sleeper plate 4 and the steel truss main longitudinal beam 5 are fixedly connected by high-strength connecting bolts 11 and high-strength connecting bolt holes 17, and the concrete cushion layer 12 is poured through the gap between the sleeper plate limiting holes 18 and the steel truss main longitudinal beam limiting parts. After the concrete cushion layer is poured and stabilized, the three-way jack 7 and the control system 8 can be removed to realize the reuse of the automatic fine-tuning equipment.

[0081] It will be easily understood by those skilled in the art that the above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. An automatic fine-tuning system for a steel truss bridge deck sleeper plate track structure, characterized in that: It comprises a track geometry state detector (1), a three-way jack (7), a jack control system (8), and a connecting screw (9); The track geometry detector (1) is arranged to travel on the steel rail (2) and is used to measure the rough-laid track structure and collect the track structure geometry information; A plurality of three-way jacks (7) are arranged between the sleeper plate (4) and the steel truss walkway (6). The three-way jacks (7) face one end of the steel truss walkway (6) and are fixed on the side of the steel truss walkway (6) close to the sleeper plate (4). The three-way jacks (7) are synchronously actuated by the jack control system (8) to finely adjust the geometric shape of the sleeper plate (4) in the vertical, longitudinal and transverse directions of the track. The connecting screw (9) is mounted on a lifting sleeve (10) reserved on the side of the sleeper plate (4); the three-way jack (7) is connected to and adjusted with the sleeper plate (4) via the connecting screw (9); The three-way jack (7) comprises a base, which is fastened to the connecting screw (9) via the base; The fine tuning method of the fine tuning system is as follows: S1, roughly laying the track structure including the sleeper plate (4), the fastener system (3) and the rail (2) according to a preset accuracy; S2, clean the lifting sleeves (10) reserved on both sides of the sleeper plate (4), install the connecting screw (9) along the thread of the lifting sleeve (10), the other end of the connecting screw (9) is fixedly installed on the base of the three-way jack (7), and the other end of the three-way jack (7) is installed on the side of the steel truss sidewalk (6); the three-way jack (7) is equipped with a jack control system (8), and the jack control system (8) receives signals through a communication device; S3. Before the fine-tuning construction work begins, the fine-tuning starting mileage, the fine-tuning section sleeper plate number and its corresponding mileage information are set in the track geometry state detector (1); S4, installing the track geometry detector (1) at the starting point of the fine-tuning operation, and the staff pushes the track geometry detector (1) to collect track structure geometry information; S5, the track geometry detector (1) synchronously calculates the geometric shape and position deviation of the track structure; S6, sending the corresponding amount of adjustment of the sleeper plate (4) to the jack control system (8) via the communication system; S7. After receiving the corresponding sleeper plate adjustment amount, the jack control system (8) controls the three-way jack (7) to move, and accurately adjusts the geometric shape and position of the sleeper plate (4), thereby realizing automatic and accurate adjustment of the track structure.

2. The automatic fine-tuning system for the open bridge deck sleeper plate track structure on the steel truss beam according to claim 1, characterized in that: The three-way jack (7) also includes a jack vertical support (13), a jack longitudinal support (14), and a jack transverse support (15) connected to the base, which are actuated individually or jointly by the jack control system (8).

3. The automatic fine adjustment system for the open bridge deck sleeper plate track structure on the steel truss beam according to claim 1, characterized in that: The connection between the three-way jack (7) and the sleeper plate (4) and the steel truss girder walkway (6) is detachable.

4. The automatic fine adjustment system for the open bridge deck sleeper plate track structure on the steel truss beam according to claim 1, characterized in that: The three-way jacks (7) are symmetrically arranged on both lateral sides of each sleeper plate (4) along the longitudinal line in the track.

5. A fine-tuning method for an automatic fine-tuning system for an open bridge deck sleeper plate track structure on a steel truss beam as claimed in any one of claims 1 to 4, characterized in that: The steps include: S1, roughly laying the track structure including the sleeper plate (4), the fastener system (3) and the rail (2) according to a preset accuracy; S2, clean the lifting sleeves (10) reserved on both sides of the sleeper plate (4), install the connecting screw (9) along the thread of the lifting sleeve (10), the other end of the connecting screw (9) is fixedly installed on the base of the three-way jack (7), and the other end of the three-way jack (7) is installed on the side of the steel truss sidewalk (6); the three-way jack (7) is equipped with a jack control system (8), and the jack control system (8) receives signals through a communication device; S3. Before the fine-tuning construction work begins, the fine-tuning starting mileage, the fine-tuning section sleeper plate number and its corresponding mileage information are set in the track geometry state detector (1); S4, installing the track geometry detector (1) at the starting point of the fine-tuning operation, and the staff pushes the track geometry detector (1) to collect track structure geometry information; S5, the track geometry detector (1) synchronously calculates the geometric shape and position deviation of the track structure; S6, sending the corresponding amount of adjustment of the sleeper plate (4) to the jack control system (8) via the communication system; S7. After receiving the corresponding sleeper plate adjustment amount, the jack control system (8) controls the three-way jack (7) to move, and accurately adjusts the geometric shape and position of the sleeper plate (4), thereby realizing automatic and accurate adjustment of the track structure.

6. The fine adjustment method of the automatic fine adjustment system for the open bridge deck sleeper plate track structure on the steel truss beam according to claim 5, characterized in that: In step S4, the track geometry detector (1) is used to measure the overall geometry of the track structure, and the installation deviations of the steel truss main longitudinal beam (5), the sleeper plate (4), the fastener system (3), and the rail (2) are completely collected; In step S5, the amount of the track structure to be adjusted is calculated by comparing it with the standard data of the track structure geometry; In step S6, the amount to be adjusted is transferred to the adjustment of the sleeper plate.

7. The fine-tuning method of the automatic fine-tuning system for the open bridge deck sleeper plate track structure on the steel truss beam according to claim 6, characterized in that: The following steps are also included: S8. After the fine adjustment of the track structure in this fine adjustment section is completed, the sleeper plate (4) and the main longitudinal beam of the steel truss (5) are fixed with high-strength connecting bolts, and then a concrete cushion layer is poured between the sleeper plate (4) and the main longitudinal beam of the steel truss (5); after the concrete cushion layer is poured and stabilized, the three-way jack (7) and the jack control system (8) are removed to achieve the reuse of subsequent fine adjustment sections.

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