Construction method and device of walking type sliding jacking for bridge construction

Abstract

The application relates to the field of bridge construction technology, in particular to a walking type sliding jacking construction method and device for bridge construction, which comprises a walking machine, a sliding block is slidably connected in the walking machine, support modules for supporting a bridge frame are arranged on the front and back sides of the sliding block, sliding frames are fixedly connected to the two sides of the walking machine, second hydraulic rods are fixedly connected to the other ends of the sliding frames, moving modules are fixedly connected to the front sides of the sliding frames, and offset detection modules for detecting the bridge frame are arranged in the moving modules; the support modules can share the pressure of the steel truss girder with the sliding block, the cooperation of the sliding block and the support modules effectively avoids the steel truss girder from generating a large bending moment on the concrete support pier, guarantees the stability of the concrete support pier, the support modules are used in cooperation with the sliding block to realize the purpose of multi-point stress bearing, the steel truss girder is not prone to deformation during jacking, and the quality of the laid steel girder is guaranteed.

Description

TECHNICAL FIELD

[0001] The application relates to the technical field of bridge construction, in particular to a walking type sliding and pushing construction method and device for bridge construction. BACKGROUND

[0002] In the construction of steel truss pushing, most of the walking type sliding and pushing methods are that a steel truss is arranged above a walking machine, a sliding block supports the steel truss, a vertical jack lifts the steel truss, a horizontal jack drives the vertical jack to move, the movement of the steel truss is realized, then the vertical jack and the horizontal jack are reset, and the above steps are repeated to realize the movement of the steel truss.

[0003] However, the walking machine is generally arranged above a concrete main pier, when the sliding block drives the steel truss to move, the sliding block moves to one side of the main pier, and the steel truss is vertically downward under the action of the sliding block, at this moment, a large bending moment is generated on the concrete pier, the longitudinal bending resistance of the concrete pier is poor, and the stability of the concrete pier is affected; meanwhile, the sliding block directly acts on the bottom steel beam of the steel truss in a local force mode, and the force point is not the most stable fulcrum in the steel truss, and the steel truss is prone to deformation in the pushing process, thereby affecting the laying quality of the steel truss, therefore, the walking type sliding and pushing construction method and device for bridge construction are provided. SUMMARY

[0004] The application aims to provide a walking type sliding and pushing construction method and device for bridge construction to solve the problems in the background.

[0005] To achieve the above object, the application provides the following technical scheme.

[0006] As an optional scheme of the walking type sliding and pushing construction method and device for bridge construction, the walking type sliding and pushing construction method and device for bridge construction comprises a walking machine, a sliding block is slidably connected in the walking machine, support modules for supporting a bridge frame are arranged on the front and back sides of the sliding block, and the support modules are fixedly connected with the walking machine;

[0007] Both sides of the walking machine are fixedly connected with sliding frames, the other end of each sliding frame is fixedly connected with a second hydraulic rod, the output end of each second hydraulic rod is fixedly connected with a fifth hydraulic rod for lifting the bridge frame;

[0008] A control unit is mounted on the front side of the walking machine, a moving module is fixedly connected with the front side of the sliding frame, and an offset detection module for detecting the bridge frame is mounted in the moving module.

[0009] The walking machine is generally arranged above the concrete main pier, when the sliding block drives the steel truss beam to move, the sliding block moves to one side of the main pier, the steel truss beam is vertically downward under the action of the sliding block, at this time, a large bending moment is generated on the concrete support pier, the longitudinal bending resistance of the concrete support pier is poor, and the stability of the concrete support pier is affected; meanwhile, the sliding block directly acts on the bottom steel beam of the steel truss beam in a local stress mode, and the point of the acting force is not the most stable fulcrum in the steel truss beam, the steel truss beam is prone to deformation during the jacking process, and the laying quality of the steel beam is affected, and when the device is used, the support module is started to make the top of the support module flush with the top of the sliding block and closely contact with the bottom of the steel truss beam, so as to share the pressure of the sliding block, the fifth hydraulic rod is started and jacks the steel truss beam, and the second hydraulic rod on both sides is started to drive the fifth hydraulic rod to move, at this time, the steel truss beam can be pushed to move horizontally, when a cycle of movement is completed, the fifth hydraulic rod and the second hydraulic rod are reset, so that the next cycle is prepared, and before the steel truss beam moves, the moving module drives the offset detection module to move outward, and the outer side of the offset module closely contacts with the outer side of the steel truss beam and has a certain pressure, during the horizontal movement of the steel truss beam, if the steel truss beam deviates, when the pressure value of the offset module exceeds the specified value, a signal is sent to the control unit to control the moving module to move outward, so as to avoid damage to the offset module, and the horizontal movement of the steel truss beam is stopped, and the position of the steel truss beam is adjusted in time, the support module can share the pressure of the sliding block, and the pressure of the steel truss beam on the support module and the sliding block is vertically downward during the movement of the sliding block, at this time, the concrete support pier is ensured to be uniformly stressed, and the top of the plurality of support modules contacts with the bottom of the steel truss beam, at this time, the plurality of stress points effectively avoid the deformation of the bottom of the steel truss beam, and the laying of the steel truss beam is ensured.

[0010] As an optional solution of the bridge construction walking type sliding jacking construction method and device, the support module comprises a fixed frame and a first hydraulic rod, the outer side of the fixed frame is fixedly connected with the walking machine, the inside of the fixed frame is fixedly connected with uniformly distributed first hydraulic rods, the top of the first hydraulic rod is fixedly connected with a sliding plate, the top of the sliding plate is fixedly connected with uniformly distributed top rods, the other end of the top rod is fixedly connected with a support frame, the inner side of the support frame is rotatably connected with a rotating shaft, and the other end of the rotating shaft is fixedly connected with a support roller.

[0011] During the movement of the steel truss, the first hydraulic rod is synchronously started to drive the upper sliding plate to move upward, the sliding plate drives the upper top rod to move upward, the top rod drives the support frame to move upward, and the upper surface of the support roller in the support frame closely contacts with the bottom of the steel truss, so as to share the pressure of the sliding block, even if the sliding block drives the steel truss to move to one side, the support roller arranged can ensure that the device vertically presses the concrete main pier, and the concrete main pier is stably used.

[0012] As an optional scheme of the bridge construction step-by-step sliding and pushing construction method and device, the outer side of the top rod is in sliding connection with the fixed frame, and the bottom of the supporting roller is in close contact with the supporting frame.

[0013] The bottom of the supporting roller is in close contact with the inner side of the supporting frame, and when the supporting roller is pressed under force, the supporting frame can provide support for the supporting roller to ensure stable use of the supporting roller.

[0014] As an optional scheme of the bridge construction step-by-step sliding and pushing construction method and device, the offset detection module includes a third hydraulic rod, the bottom of the third hydraulic rod is fixedly connected with the moving module, the upper side of the third hydraulic rod is fixedly connected with a connecting rod, the outer side of the connecting rod is rotatably connected with a rotating cylinder, and the outer side of the rotating cylinder is fixedly connected with uniformly distributed pressure sensors.

[0015] Before the horizontal movement of the steel truss beam, the moving module is started to drive the third hydraulic rod to move, and the third hydraulic rod drives the connecting rod at the top to move upwards, so that the rotating cylinder on the outer side of the connecting rod is located on the side of the steel truss beam, and when the steel truss beam moves horizontally, once the steel truss beam moves offset, the steel truss beam will contact the pressure sensor on the outer side of the rotating cylinder, and the control unit controls the second hydraulic rod to stop working, and after the direction adjustment of the steel truss beam is completed, subsequent movement is carried out, and once the pressure value of the pressure sensor is too large, the moving module drives the offset detection module to continue to move outward to avoid damage to the offset detection module caused by extrusion.

[0016] As an optional scheme of the bridge construction step-by-step sliding and pushing construction method and device, the outer side of the third hydraulic rod is fixedly connected with a reinforcing ring, the outer side of the reinforcing ring is fixedly connected with a reinforcing rod, and the bottom end of the reinforcing rod is fixedly connected with the moving module.

[0017] When the rotating cylinder above the third hydraulic rod and the pressure sensor on the outer side are extruded, the reinforcing ring and the reinforcing rod can be used to achieve good stability to avoid offset and deformation of the rotating cylinder.

[0018] As an optional scheme of the bridge construction step-by-step sliding and pushing construction method and device, the outer side of the rotating cylinder is fixedly connected with a fixed ring, the bottom of the fixed ring is fixedly connected with a sliding rod, the bottom of the sliding rod is slidingly connected with a sliding cylinder, and the bottom of the sliding cylinder is fixedly connected with the moving module.

[0019] When the third hydraulic rod is started up and down, the fixed ring, the sliding rod and the sliding cylinder can ensure that the rotating cylinder slides stably up and down to avoid offset.

[0020] As an optional scheme of the bridge construction step-by-step sliding push construction method and device, the moving module comprises a longitudinal frame and a fourth hydraulic rod, one end of the longitudinal frame is fixedly connected with the sliding frame, the fourth hydraulic rod is fixedly connected inside the longitudinal frame, the output end of the fourth hydraulic rod is fixedly connected with the support table, and the top of the support table is fixedly connected with the offset detection module.

[0021] The inside of the longitudinal frame is slidably connected with a sliding frame, and the bottom end face of the sliding frame is provided with uniformly distributed through holes.

[0022] In use, the fourth hydraulic rod is started to drive the support table to move, so that the offset detection module moves out, and the offset detection module is conveniently located outside the steel truss for monitoring. In the use process, to avoid dust falling and affecting the normal movement of the equipment, through holes are formed in the bottom of the sliding frame, so that the dust falls to the lower side. When not in use, the fourth hydraulic rod is retracted to realize the storage of the sliding frame in the longitudinal frame, thereby achieving the storage purpose.

[0023] As an optional scheme of the bridge construction step-by-step sliding push construction method and device, the moving module comprises a longitudinal frame and a fourth hydraulic rod, one end of the longitudinal frame is fixedly connected with the sliding frame, the fourth hydraulic rod is fixedly connected inside the longitudinal frame, the output end of the fourth hydraulic rod is fixedly connected with the support table, and the top of the support table is fixedly connected with the offset detection module.

[0024] When the support table moves, the guide rods on both sides of the support table can ensure that the support table slides stably, and when the support table is stored, one end of the guide rod can be stored in the longitudinal frame, so that the equipment can be stably stored.

[0025] As an optional scheme of the bridge construction step-by-step sliding push construction method and device, the moving module comprises a longitudinal frame and a fourth hydraulic rod, one end of the longitudinal frame is fixedly connected with the sliding frame, the fourth hydraulic rod is fixedly connected inside the longitudinal frame, the output end of the fourth hydraulic rod is fixedly connected with the support table, and the top of the support table is fixedly connected with the offset detection module.

[0026] Step one: first, the device is erected above the plurality of temporary main piers, and is synchronously controlled by the total control unit;

[0027] Step two: install the bridge frame above the device, and start the support module to make the top of the support module flush with the top of the sliding block and in close contact with the bridge frame;

[0028] Step three: start the fifth hydraulic rod on both sides to push the bridge frame, and then move the fifth hydraulic rod by the second hydraulic rod to realize the small-range movement of the bridge frame under the movement of the sliding block;

[0029] Step four: reset the fifth hydraulic rod by starting the second hydraulic rod to prepare for the next cycle process;

[0030] Step five: when installing, the set moving module is used to push the offset detection module outward, and the outer side of the offset detection module is in close contact with the bridge frame. Once the sensor inside the offset detection module is pressed too hard, it indicates that the bridge frame is tilted, and the control unit starts the alarm, at which time timely adjustment is needed.

[0031] Compared with the prior art, the beneficial effects of the present application are:

[0032] The present application can share the pressure of the steel truss beam for the slider by setting support modules on the front and rear sides of the slider, and can effectively avoid the large bending moment of the steel truss beam on the concrete support pier through the cooperation of the slider and the support module, thereby ensuring the stability of the concrete support pier. Meanwhile, the support module cooperates with the slider to achieve the purpose of multi-point force, thereby ensuring that the steel truss beam is not prone to deformation during the jacking process and ensuring the quality of the laid steel beam;

[0033] The upper part of the supporting roller is in close contact with the steel truss beam, and the bottom of the supporting roller is in contact with the supporting frame and stably rotates under the action of the rotating shaft when the steel truss beam moves, thereby ensuring that the supporting roller supports the steel truss beam and ensures its stable movement;

[0034] When the steel truss beam moves, the offset detection module is moved by moving the moving module, and the pressure sensor on the outer side of the rotating cylinder is in close contact with the side surface of the steel truss beam. The rotating cylinder stably rotates during the translation of the steel truss beam. Once the pressure sensor on the outer side of the rotating cylinder is pressed too hard, it indicates that the steel truss beam has a tendency to deviate, which needs to be adjusted immediately to avoid damage to the rotating cylinder. The offset detection module is moved by starting the moving module to achieve the purpose of relaxing the rotating cylinder;

[0035] Meanwhile, to ensure the stable vertical setting of the rotating cylinder, the reinforcing ring and the reinforcing rod are set to achieve the purpose of reinforcement, and the fixed ring, the sliding rod and the sliding cylinder can realize the stable up-and-down sliding of the rotating cylinder. BRIEF DESCRIPTION OF DRAWINGS

[0036] Figure 1 It is a whole structure schematic view of a construction method and device for a walking type sliding jacking for bridge construction.

[0037] Figure 2 It is a support module structure schematic view of a construction method and device for a walking type sliding jacking for bridge construction.

[0038] Figure 3 It is a sectional view of a supporting frame of a construction method and device for a walking type sliding jacking for bridge construction.

[0039] Figure 4 It is a construction method and device for bridge construction walking type sliding jacking, and the structure schematic diagram of the offset detection module;

[0040] Figure 5 It is a construction method and device for bridge construction walking type sliding jacking, and the structure schematic diagram of the offset detection module.

[0041] In the figure: 1, walking machine; 2, sliding block; 3, support module; 301, fixed frame; 302, first hydraulic rod; 303, sliding plate; 304, jacking rod; 305, support frame; 306, shaft; 307, support roller; 4, sliding frame; 5, second hydraulic rod; 6, offset detection module; 601, third hydraulic rod; 602, reinforcing ring; 603, connecting rod; 604, rotating cylinder; 605, pressure sensor; 606, fixed ring; 607, sliding rod; 608, sliding cylinder; 609, reinforcing rod; 7, moving module; 701, longitudinal frame; 702, fourth hydraulic rod; 703, sliding frame; 704, support table; 705, through hole; 706, guide rod; 8, fifth hydraulic rod; 9, control unit. DETAILED DESCRIPTION

[0042] Example 1:

[0043] Please refer to Figure 1 The present application provides a technical solution:

[0044] A construction method and device for bridge construction walking type sliding jacking, comprising a walking machine 1, the inside of the walking machine 1 is slidingly connected with a sliding block 2, the front and rear sides of the sliding block 2 are both provided with a support module 3 for supporting the bridge frame, and the outer side of the support module 3 is fixedly connected with the walking machine 1;

[0045] The two sides of the walking machine 1 are both fixedly connected with a sliding frame 4, the other end of the sliding frame 4 is fixedly connected with a second hydraulic rod 5, and the output end of the second hydraulic rod 5 is fixedly connected with a fifth hydraulic rod 8 for jacking up the bridge frame;

[0046] The front side of the walking machine 1 is provided with a control unit 9, the front side of the sliding frame 4 is fixedly connected with a moving module 7, and the inside of the moving module 7 is provided with an offset detection module 6 for detecting the bridge frame.

[0047] The construction method is as follows:

[0048] Step one: first, erect the device above the temporary main piers, and control synchronously by the total control unit;

[0049] Step two: install the bridge frame above the device, and start the support module 3 to make the top of the support module 3 flush with the top of the sliding block 2 and in close contact with the bridge frame;

[0050] Step three: through the fifth hydraulic rod 8 on both sides of the start and push the bridge frame, and then through the second hydraulic rod 5 fifth hydraulic rod 8 movement, realize the bridge frame in the slider 2 under the small range of movement;

[0051] Step four: then the fifth hydraulic rod 8 reset, through the start of the second hydraulic rod 5 to realize the reset of the fifth hydraulic rod 8, ready for the next cycle process;

[0052] Step five: when installing, the moving module 7 provided is used to push the offset detection module 6 outwards, and the outer side of the offset detection module 6 is in close contact with the bridge frame. Once the sensor inside the offset detection module 6 has excessive pressure, it indicates that the bridge frame is tilted, and the control unit 9 starts the alarm. At this time, timely adjustment is needed.

[0053] The walking machine is generally arranged above the concrete main pier. When the slider drives the steel truss to move, the slider moves to one side of the main pier, and the steel truss is vertically downward under the action of the slider, which will generate a large bending moment on the concrete pier at this time. The longitudinal bending resistance of the concrete pier is poor, which affects the stability of the concrete pier. At the same time, the slider directly acts on the bottom steel beam of the steel truss in a local force mode, and the point of action is not the most stable fulcrum in the steel truss. The steel truss is prone to deformation during the jacking process, which affects the quality of the steel beam laying. When the device is used, the support module 3 is started to make the top of the support module 3 flush with the top of the slider 2 and in close contact with the bottom of the steel truss, so as to share the pressure of the slider 2. The fifth hydraulic rod 8 is started and pushes the steel truss, and the second hydraulic rod 5 on both sides is started to drive the fifth hydraulic rod 8 to move. At this time, the steel truss can be pushed to move horizontally. When a cycle of movement is completed, the fifth hydraulic rod 8 and the second hydraulic rod 5 are reset to prepare for the next cycle. Before the steel truss moves, the moving module 7 drives the offset detection module 6 to move outwards, and the outer side of the offset module 6 is in close contact with the outer side of the steel truss and has a certain pressure. If the steel truss deviates during horizontal movement, the pressure value of the offset module 6 exceeds the specified value, a signal is sent to the control unit 9 to control the moving module 7 to move outwards, so as to avoid damage to the offset module 6. At the same time, the horizontal movement of the steel truss is stopped, and the position of the steel truss is adjusted in time. This arrangement can share the pressure of the slider 2 through the support module 3. During the movement of the slider 2, the pressure of the steel truss on the support module 3 and the slider 2 is vertically downward. At this time, it ensures that the concrete pier is uniformly stressed, and the top of the multiple support modules 3 is in contact with the bottom of the steel truss. At this time, multiple fulcrums effectively avoid the deformation of the bottom of the steel truss, ensuring the laying of the steel truss.

[0054] Example 2

[0055] This embodiment is an improvement on example 1, please refer to Figure 1 and Figure 2 Specifically, the support module 3 includes a fixed frame 301 and a first hydraulic rod 302. The outer side of the fixed frame 301 is fixedly connected with the walking machine 1. The inner side of the fixed frame 301 is fixedly connected with uniformly distributed first hydraulic rods 302. The top of the first hydraulic rod 302 is fixedly connected with a sliding plate 303. The top of the sliding plate 303 is fixedly connected with uniformly distributed top rods 304. The other end of the top rod 304 is fixedly connected with a support frame 305. The inner side of the support frame 305 is rotatably connected with a rotating shaft 306. The other end of the rotating shaft 306 is fixedly connected with a support roller 307.

[0056] During the movement of the steel truss, the first hydraulic rod 302 is synchronously started to drive the sliding plate 303 above to move upwards. The sliding plate 303 drives the top rod 304 above to move upwards. The top rod 304 drives the support frame 305 to move upwards. The upper surface of the support roller 307 inside the support frame 305 is in close contact with the bottom of the steel truss girder, achieving the purpose of sharing the pressure of the sliding block 2. Even when the sliding block 2 drives the steel truss girder to move to one side, the support roller 307 arranged can ensure that the device vertically presses the concrete main pier, ensuring the stable use of the concrete main pier.

[0057] Example 3

[0058] This embodiment is an improvement on example 2, please refer to Figure 3 Specifically, the outer side of the top rod 304 is in sliding connection with the fixed frame 301. The bottom of the support roller 307 is in close contact with the support frame 305.

[0059] The bottom of the support roller 307 is in close contact with the inner side of the support frame 305. When the support roller 307 is pressed under force, the support frame 305 can provide support for the support roller 307, ensuring the stable use of the support roller 307.

[0060] Example 4

[0061] This embodiment is an improvement on example 3, please refer to Figure 1 and Figure 4 Specifically, the offset detection module 6 includes a third hydraulic rod 601. The bottom of the third hydraulic rod 601 is fixedly connected with the moving module 7. The top of the third hydraulic rod 601 is fixedly connected with a connecting rod 603. The outer side of the connecting rod 603 is rotatably connected with a rotating cylinder 604. The outer side of the rotating cylinder 604 is fixedly connected with uniformly distributed pressure sensors 605.

[0062] Before the horizontal movement of the steel truss, the third hydraulic rod 601 is driven to move by the movement module 7, and the connecting rod 603 at the top is driven to move upwards by the third hydraulic rod 601, so that the rotating cylinder 604 outside the connecting rod 603 is located at the side of the steel truss, and when the steel truss moves horizontally, once the steel truss moves off, the steel truss will contact the pressure sensor 605 outside the rotating cylinder 604, and the control unit 9 is controlled to stop the second hydraulic rod 5 from working, and after the direction adjustment of the steel truss is completed, the subsequent movement is carried out, and once the pressure value of the pressure sensor 605 is too large, the offset detection module 6 is continuously moved out by the movement module 7, so as to avoid that the offset detection module 6 is pressed and damaged.

[0063] Embodiment 5

[0064] This embodiment is an improvement on embodiment 4, please refer to Figure 4 , specifically, the outer side of the third hydraulic rod 601 is fixedly connected with the reinforcing ring 602, the outer side of the reinforcing ring 602 is fixedly connected with the reinforcing rod 609, and the bottom end of the reinforcing rod 609 is fixedly connected with the movement module 7.

[0065] When the rotating cylinder 604 above the third hydraulic rod 601 and the pressure sensor 605 outside are pressed, in order to avoid that the rotating cylinder 604 is pressed and deviated, the reinforcing ring 602 and the reinforcing rod 609 are arranged to achieve the purpose of good stability, so as to avoid that the rotating cylinder 604 is deviated and deformed.

[0066] Embodiment 6

[0067] This embodiment is an improvement on embodiment 5, please refer to Figure 4 , specifically, the outer side of the rotating cylinder 604 is fixedly connected with the fixed ring 606, the bottom of the fixed ring 606 is fixedly connected with the sliding rod 607, the bottom of the sliding rod 607 is slidingly connected with the sliding cylinder 608, and the bottom of the sliding cylinder 608 is fixedly connected with the movement module 7.

[0068] When the third hydraulic rod 601 is started up upward and downward, the fixed ring 606, the sliding rod 607 and the sliding cylinder 608 are arranged to ensure that the rotating cylinder 604 stably slides upward and downward, so as to avoid that the rotating cylinder 604 is deviated, and the fixed ring 606 is arranged below the bottom of the steel truss, so as to avoid that the fixed ring 606 contacts the steel truss and the pressure sensor 605 cannot be detected.

[0069] Embodiment 7

[0070] This embodiment is an improvement on embodiment 6, please refer to Figure 1 and Figure 5Specifically, the mobile module 7 comprises a longitudinal frame 701 and a fourth hydraulic rod 702, one end of the longitudinal frame 701 is fixedly connected with the sliding frame 4, the fourth hydraulic rod 702 is fixedly connected inside the longitudinal frame 701, the output end of the fourth hydraulic rod 702 is fixedly connected with a support table 704, and the top of the support table 704 is fixedly connected with the offset detection module 6.

[0071] The inner side of the longitudinal frame 701 is slidably connected with a sliding frame 703, and the bottom end face of the sliding frame 703 is provided with uniformly distributed through holes 705.

[0072] In use, the support table 704 can be driven to move by starting the fourth hydraulic rod 702, so that the offset detection module 6 moves outward, and the offset detection module 6 is conveniently located on the outer side of the steel truss for monitoring. In the use process, in order to avoid dust falling to affect the normal movement of the equipment, the through holes 705 are arranged at the bottom of the sliding frame 703 at this time, so that the dust falls to the lower side, and when not in use, the sliding frame 703 is retracted into the longitudinal frame 701 by the fourth hydraulic rod 702, so as to achieve the purpose of storage.

[0073] Embodiment 8

[0074] This embodiment is an improvement on embodiment 7. Please refer to Figure 5 Specifically, the inside of the support table 704 is slidably connected with guide rods 706 distributed on the left and right sides, and one end of the guide rod 706 is fixedly connected with the sliding frame 703, and the other end of the guide rod 706 is slidably connected with the longitudinal frame 701.

[0075] When the support table 704 moves, the guide rods 706 on both sides of the support table 704 can ensure that the support table 704 slides stably, and when it is stored, one end of the guide rod 706 can be stored in the longitudinal frame 701, so as to ensure that the equipment can be stably stored.

[0076] The principles and implementation modes of the present application are described by applying specific examples in this paper, and the above examples are only used to help understand the method and core idea of the present application. The above description is only the preferred embodiment of the present application. It should be pointed out that due to the limitation of language expression, there are infinite specific structures, and for ordinary skilled persons in the technical field, some improvements, decorations or changes can be made without departing from the principles of the present application, and the above technical features can be combined in an appropriate way; these improvements, decorations, changes or combinations, or the direct application of the inventive concept and technical scheme to other occasions without improvement, shall be regarded as the protection scope of the present application.

Claims

1. A walking-type sliding jacking construction device for bridge construction, characterized in that: The device includes a walking machine (1), which has a slider (2) slidably connected inside. The slider (2) has a support module (3) for supporting the bridge frame on both the front and rear sides. The support module (3) is fixedly connected to the walking machine (1) on the outside. Both sides of the walking machine (1) are fixedly connected to a sliding frame (4), and the other end of the sliding frame (4) is fixedly connected to a second hydraulic rod (5), and the output end of the second hydraulic rod (5) is fixedly connected to a fifth hydraulic rod (8) for lifting the bridge frame. The front side of the walking machine (1) is equipped with a control unit (9), the front side of the sliding frame (4) is fixedly connected with a moving module (7), and the inside of the moving module (7) is equipped with an offset detection module (6) for detecting the bridge frame. The support module (3) includes a fixed frame (301) and a first hydraulic rod (302). The outer side of the fixed frame (301) is fixedly connected to the walking machine (1). The fixed frame (301) is fixedly connected to the inside of the fixed frame (301) with uniformly distributed first hydraulic rods (302). The top of the first hydraulic rod (302) is fixedly connected to a sliding plate (303). The top of the sliding plate (303) is fixedly connected to a top rod (304) with uniformly distributed top rods. The other end of the top rod (304) is fixedly connected to a support frame (305). The inner side of the support frame (305) is rotatably connected to a rotating shaft (306), and the other end of the rotating shaft (306) is fixedly connected to a support roller (307). The offset detection module (6) includes a third hydraulic rod (601), the bottom of which is fixedly connected to the moving module (7), and a connecting rod (603) is fixedly connected above the third hydraulic rod (601). A rotating cylinder (604) is rotatably connected to the outside of the connecting rod (603), and a uniformly distributed pressure sensor (605) is fixedly connected to the outside of the rotating cylinder (604).

2. The construction device for bridge construction using a walking-type sliding jacking method according to claim 1, characterized in that: The outer side of the top rod (304) is slidably connected to the fixed frame (301), and the bottom of the support roller (307) is in close contact with the support frame (305).

3. The construction device for bridge construction using a walking-type sliding jacking method according to claim 1, characterized in that: A reinforcing ring (602) is fixedly connected to the outer side of the third hydraulic rod (601), and a reinforcing rod (609) is fixedly connected to the outer side of the reinforcing ring (602), and the bottom end of the reinforcing rod (609) is fixedly connected to the moving module (7).

4. The construction device for bridge construction using a walking-type sliding jacking method according to claim 1, characterized in that: A fixed ring (606) is fixedly connected to the outer side of the rotating cylinder (604), a sliding rod (607) is fixedly connected to the bottom of the fixed ring (606), and a sliding cylinder (608) is slidably connected to the bottom of the sliding rod (607). The bottom of the sliding cylinder (608) is fixedly connected to the moving module (7).

5. The construction device for bridge construction using a walking-type sliding jacking method according to claim 1, characterized in that: The moving module (7) includes a longitudinal frame (701) and a fourth hydraulic rod (702). One end of the longitudinal frame (701) is fixedly connected to the sliding frame (4). The fourth hydraulic rod (702) is fixedly connected inside the longitudinal frame (701). The output end of the fourth hydraulic rod (702) is fixedly connected to a support platform (704). The top of the support platform (704) is fixedly connected to the offset detection module (6). The inner side of the longitudinal frame (701) is slidably connected to a sliding frame (703), and the bottom end face of the sliding frame (703) is provided with uniformly distributed through holes (705).

6. The construction device for bridge construction using a walking-type sliding jacking method according to claim 5, characterized in that: The support platform (704) has guide rods (706) slidably connected inside, which are distributed on the left and right sides. One end of the guide rod (706) is fixedly connected to the sliding frame (703), and the other end of the guide rod (706) is slidably connected to the longitudinal frame (701).

7. A construction method for a walking-type sliding jacking construction device for bridge construction according to any one of claims 1-6, characterized in that: The construction method is as follows: Step 1: First, the device is erected on top of multiple temporary main piers and synchronously controlled by the central control unit; Step 2: By installing the bridge frame above this device, and by activating the support module (3), the top of the support module (3) is flush with the top of the slider (2) and in close contact with the bridge frame; Step 3: Start and push the bridge frame by the fifth hydraulic rod (8) on both sides, and then drive the fifth hydraulic rod (8) to move by the second hydraulic rod (5), so that the bridge frame can move in a small range under the movement of the slider (2); Step 4: Then the fifth hydraulic rod (8) is reset. The fifth hydraulic rod (8) is reset by starting the second hydraulic rod (5), which prepares for the next cycle process. Step 5: During installation, the movable module (7) is used to push the offset detection module (6) outward, and the outer side of the offset detection module (6) is in close contact with the bridge frame. Once the sensor pressure inside the offset detection module (6) is too high, it indicates that the bridge frame is tilted, and the control unit (9) will start an alarm. At this time, timely adjustment is required.

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