Guide beam upper pier device for bridge incremental launching construction

By designing a guide beam pier mounting device, the coordinated action of vertical and horizontal jacks enables rapid lifting of the guide beam, solving the problem of difficult guide beam pier mounting, improving construction efficiency and safety, and reducing labor costs and resource waste.

CN223675177UActive Publication Date: 2025-12-16GANZHOU EXPRESSWAY CO LTD
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Patent Information

Application Number
CN202520073529.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-01-13
Publication Date
2025-12-16
Estimated Expiration
2035-01-13

AI Technical Summary

Technical Problem

In existing bridge jacking construction, it is difficult to place the guide beam onto the pier. Traditional methods consume a lot of manpower and time, and pose safety hazards and waste resources. Existing automated methods are complex and inconvenient to switch.

Method used

A guide beam pier mounting device is designed. Through the coordinated action of vertical secondary jacks and horizontal jacks, the guide beam is pushed forward during the jacking construction. When the guide beam is pushed forward, the vertical secondary jacks are activated to drive the support block to move and contact the guide beam. At the same time, the horizontal jacks are activated to lift the moving seat. The inclined structure of the support seat is used to realize the rapid lifting of the guide beam and complete the pier mounting in one go.

Benefits of technology

This enabled the rapid and stable installation of the guide beam on the pier, reducing labor costs and construction time, improving construction safety and resource utilization efficiency, and simplifying the construction process.

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Abstract

The utility model relates to the technical field of bridge incremental launching construction, in particular to a guide beam pier loading device for bridge incremental launching construction, which comprises a guide beam and an auxiliary transverse pier beam, the top of the auxiliary transverse pier beam is fixedly connected with a supporting seat, and the top of the supporting seat is slidably connected with a moving seat. A vertical secondary jack is fixedly connected to the interior of the moving seat, a supporting block is arranged at the top of the vertical secondary jack, one end of the bottom of the supporting block is rotationally connected with the vertical secondary jack through a spherical hinge, and the outer side of the moving seat is fixedly connected with the driving end of a transverse jack; the end, away from the moving base, of the transverse jack is fixedly connected with the supporting base, and fixing assemblies are arranged at the bottoms of the two ends of the supporting base correspondingly. Compared with an existing guide beam pier loading device, the guide beam pier loading device has the advantages that a guide beam can be conveniently and rapidly loaded on a pier through the design, and therefore the bridge incremental launching construction efficiency is improved.
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Description

TECHNICAL FIELD

[0001] The utility model relates to bridge pushing construction technical field, concretely relates to a guide beam pier device for bridge pushing construction. BACKGROUND

[0002] The pushing method is a common bridge construction method for building across busy waterway, highway and railway, when the large-span bridge pushing construction, generally through the guide beam mode to effectively reduce the negative bending moment peak value at the front end support point of the pushing main beam, but due to the deadweight effect, the guide beam is in the cantilever state before the pier, and the front end will produce larger sag before the pier, so that the front end bottom surface height of the guide beam is lower than the height of the cushion block on the front end support pier, and the front end support pier cannot be mounted.

[0003] At present, in order to solve the guide beam pier difficulty in the bridge pushing construction, the main methods are to install cable tower on the beam body to lift the beam end, to use circular arc guide beam and ladder type guide beam. Among them, the ladder type guide beam needs manual copying cushion to cooperate to complete the guide beam pier.

[0004] In the traditional ladder type guide beam with manual copying cushion pier method, when the guide beam sag is large, it needs to copy the cushion repeatedly, consumes a lot of labor cost and construction period, and has the following defects: 1, manual copying cushion work needs to stack cushion on temporary support and three-way top in turn, because the cushion is small in size to adapt to manpower, the help of each time to jacking is limited. 2, manual copying cushion needs many workers to work on the pier for a long time, the working environment is relatively poor, and the safety hidden danger is increased. 3, copying cushion work is an intermediate process of bridge pushing construction, workers need to carry the cushion to the jack and temporary support before the guide beam pier, and need to remove the cushion placed after the pier, and constantly circulate this process, causing a lot of resource waste.

[0005] According to the search, the announcement number CN117144816A discloses a stepped guide beam, a pushing device and a guide beam automatic piling method. The method realizes the automatic piling of the guide beam by setting two groups of independently working three-way jacks and a stepped guide beam with a specific gradient, can save the intermediate step of manual cushioning: after each jacking of the jack, a layer of cushion block is stacked on the temporary support and the jack surface in turn, and after the total height of the cushion block can make the next step piling, the cushion block is removed and the work is repeated. The method limits the step height and length of the guide beam, so that the guide beam is jacked and piled step by step during the forward pushing process, greatly saving the labor cost and construction period. The method also has the following disadvantages: 1. The front nose of the guide beam needs to be provided with multiple steps, which is relatively complex in structure and manufacturing, increasing the difficulty and cost of manufacturing the guide beam; 2. The two groups of three-way jacks need to be alternately jacked during the piling process, and the jacking of one group of three-way jacks needs to be manually switched to the work of the other group. The switching needs to terminate the forward pushing process of the bridge to be completed, and the forward pushing process can continue after the switching is completed. The height of the cushion block needs to be manually replaced after each jacking; 3. After the jacking of one group of three-way jacks is completed, the three-way jacks need to be reset to the initial position, and the resetting process needs to be manually completed. Therefore, it is particularly important to improve the existing guide beam piling device and design a new guide beam piling device for bridge pushing construction to solve the above technical defects and improve the practicality of the overall guide beam piling device. Practical new type content

[0006] The utility model discloses a guide beam piling device for bridge pushing construction, when the front nose of the guide beam is pushed to the top of the pier, the vertical two-stage jack is started to drive the support block to displace, the support block is contacted with the guide beam, at the same time, the horizontal jack is started, and the moving seat is displaced. Through the structure of the inclined surface of the support seat, the moving seat is displaced and lifted along the inclined surface. Through the cooperative action of the two jacks, the guide beam is quickly lifted after pushing forward a certain distance, so that the height of the front end of the guide beam exceeds the height of the cushion block on the support pier, and the piling of the guide beam is completed. Through the overall design, the piling operation of the guide beam can be completed at one time, the piling of the guide beam is conveniently and quickly realized, and the problems in the background art are solved.

[0007] To achieve the above purpose, the utility model provides the following technical scheme:

[0008] The utility model provides a guide beam and pier device for bridge incremental launching construction, including guide beam and auxiliary cross pier beam, the top of auxiliary cross pier beam is fixedly connected with support seat, the top of support seat is slidably connected with mobile seat, the inside of mobile seat is fixedly connected with vertical two stage jack, the top of vertical two stage jack is equipped with support block, one end of support block bottom is rotatably connected with vertical two stage jack through ball hinge, the outside of mobile seat is fixedly connected with the drive end of transverse jack, the end away from mobile seat of transverse jack is fixedly connected with support seat, and the bottom of both ends of support seat is equipped with fixed assembly.

[0009] The fixed assembly is used for stably installing the support seat on the top of the auxiliary cross pier beam.

[0010] As the preferred scheme of the utility model, the top of the support seat and the bottom of the mobile seat are fixedly connected with a stainless steel plate, and the bottom of the mobile seat is fixedly connected with a polytetrafluoroethylene plate.

[0011] As the preferred scheme of the utility model, two groups of guide grooves are formed in the inside of the support seat, and a plurality of guide wheels are rotatably connected to both ends in the guide grooves.

[0012] As the preferred scheme of the utility model, the mobile seat is slidably connected with the support seat through the guide grooves, and the mobile seat is connected with the guide wheels through the guide grooves.

[0013] As the preferred scheme of the utility model, the fixed assembly is composed of two groups of connecting frames, a plurality of driving screws, and fixed blocks, the two groups of connecting frames are slidably connected to both ends of one end of the support seat, the plurality of driving screws are threadedly connected to both sides of the connecting frames, and the fixed blocks are fixedly connected to one end of the driving screws extending into the connecting frames.

[0014] As the preferred scheme of the utility model, a first mounting block is fixedly connected to the top of the auxiliary cross pier beam and inside the connecting frames, a plurality of fixed grooves are formed in the inside of the first mounting block, and the first mounting block is connected with the fixed blocks through the fixed grooves.

[0015] As the preferred scheme of the utility model, fixed frames are fixedly connected to both ends of the support seat and between the two groups of connecting frames, limit frames are slidably connected to both sides of the support seat and outside the fixed frames, two groups of threaded rods are rotatably connected to the top of the fixed frames, the limit frames are connected with the threaded rods through a plurality of nuts, and the auxiliary cross pier beam is connected with the limit frames through second mounting blocks.

[0016] Compared with the prior art, the utility model has the advantages that:

[0017] 1. The utility model discloses a vertical two-stage jack is started with the support block is displaced to be contacted with the guide beam when the guide beam front end nose beam is pushed to the pier top, and the horizontal jack is started at the same time, and the moving seat is displaced, through the structure of the support seat slope, make the moving seat follow the slope and displace and rise, through the cooperation of two jacks, make the guide beam realize quick lifting after pushing forward a certain distance, make the guide beam front end bottom height exceed the gasket height on the support pier, thereby complete the guide beam and go up the pier, through the overall design, can complete the guide beam and go up the pier operation one time, convenient and fast realize the guide beam and go up the pier, when carrying out the pier action, vertical two-stage jack and horizontal jack are synchronous actions, ensure that the vertical two-stage jack and the guide between in the horizontal relative motion does not occur.

[0018] 2. The utility model discloses a fixed assembly's design when needing installing the support column on the top of auxiliary horizontal pier beam, through the fixed assembly can stably install the support seat on the top of auxiliary horizontal pier beam. ACCURACY OF DRAWINGS

[0019] Fig. 1 It is the whole structure schematic diagram of the utility model;

[0020] Fig. 2 It is the support seat structure schematic diagram of the utility model;

[0021] Fig. 3 It is the fixed frame structure schematic diagram of the utility model.

[0022] In the drawing: 1, guide beam; 2, auxiliary horizontal pier beam; 3, support seat; 4, moving seat; 5, vertical two-stage jack; 6, support block; 7, horizontal jack; 8, fixed assembly; 9, stainless steel plate; 10, polytetrafluoroethylene plate; 11, guide groove; 12, guide wheel; 13, connecting frame; 14, drive screw; 15, fixed block; 16, fixed frame; 17, limit frame; 18, threaded rod. DETAILED DESCRIPTION

[0023] The technical scheme in the embodiments of the utility model will be described below in conjunction with the embodiments of the utility model, apparently, the described embodiments only are a part of the embodiments of the utility model, not all the embodiments, based on the embodiments in the utility model, all other embodiments that the ordinary skilled person in the art obtains without making the creative labor belong to the range of protection of the utility model. EMBODIMENT

[0024] Please refer to Figs. 1-3 The utility model provides a technical scheme:

[0025] The utility model provides a guide beam pier device for bridge incremental launching construction, including guide beam 1 and auxiliary cross pier beam 2, its characterized in that: the top of auxiliary cross pier beam 2 is fixedly connected with support seat 3, the top of support seat 3 is slidably connected with mobile seat 4, the inside of mobile seat 4 is fixedly connected with vertical two-stage jack 5, the top of vertical two-stage jack 5 is equipped with support block 6, one end of support block 6 bottom is rotatably connected with vertical two-stage jack 5 through ball joint, the outside of mobile seat 4 is fixedly connected with the drive end of horizontal jack 7, the end of horizontal jack 7 away from mobile seat 4 is fixedly connected with support seat 3, the bottom of both ends of support seat 3 is equipped with fixed assembly 8, and support block 6 is adapted to the angle of the bottom of the guide beam to be pushed 1 through ball joint and is closely attached to the bottom of the guide beam to be pushed 1.

[0026] Fixed assembly 8 is used for stably installing support seat 3 on the top of auxiliary cross pier beam 2.

[0027] Further, the top of support seat 3 and the bottom of mobile seat 4 are fixedly connected with a stainless steel plate 9, and the bottom of mobile seat 4 is fixedly connected with a polytetrafluoroethylene plate 10. The stainless steel plate 9 and the polytetrafluoroethylene plate 10 can reduce the friction between the mobile seat 4 and the support seat 3, and prevent the mobile seat 4 from being displaced due to excessive friction, which affects the displacement of the mobile seat 4.

[0028] Wherein, the inside of support seat 3 is provided with two groups of guide grooves 11, both ends of the inside of guide grooves 11 are rotatably connected with multiple guide wheels 12, mobile seat 4 is slidably connected with support seat 3 through guide grooves 11, mobile seat 4 is connected with guide wheels 12 through guide grooves 11, mobile seat 4 is slidably connected with guide grooves 11, when mobile seat 4 is displaced, mobile seat 4 is guided by guide grooves 11, which prevents mobile seat 4 from deviating, and when mobile seat 4 is displaced, it is in contact with multiple guide wheels 12 in guide grooves 11, which guides mobile seat 4 through multiple guide wheels 12, further reducing the friction between mobile seat 4 and support seat 3, and preventing the friction from affecting the displacement of mobile seat 4.

[0029] Furthermore, the fixed assembly 8 is composed of two groups of connecting frames 13, multiple drive screws 14 and fixed blocks 15. The two groups of connecting frames 13 are slidably connected to both ends of one end of the support seat 3, the multiple drive screws 14 are threadedly connected to both sides of the connecting frames 13, and the fixed blocks 15 are fixedly connected to one end of the drive screws 14 extending into the connecting frames 13. When it is necessary to install the support seat 3 on the top of the auxiliary cross pier beam 2, the fixed assembly 8 can stably install the support seat 3 on the top of the auxiliary cross pier beam 2.

[0030] Further, the top of the auxiliary cross pier beam 2 and the inside of the connecting frame 13 are fixedly connected with the first mounting block, a plurality of groups of fixing grooves are arranged in the inside of the first mounting block, the first mounting block is connected with the fixing block 15 through the fixing grooves, the connecting frame 13 is contacted with the first mounting block, the driving screw 14 is rotated to drive the fixing block 15 to displace, the fixing block 15 is displaced into the fixing groove in the inside of the first mounting block, the fixing block 15 is limitingly connected with the fixing groove, so that the connecting frame 13 is limitingly connected with the first mounting block, and the support seat 3 is installed.

[0031] Further, the two ends of the support seat 3 and between the two groups of connecting frames 13 are fixedly connected with the fixing frame 16, the two sides of the fixing frame 16 and outside the support seat 3 are slidably connected with the limiting frame 17, the top of the fixing frame 16 is rotatably connected with the two groups of threaded rods 18, the limiting frame 17 is connected with the threaded rods 18 through a plurality of groups of nuts, the auxiliary cross pier beam 2 is connected with the limiting frame 17 through the second mounting block, when the support seat 3 and the auxiliary cross pier beam 2 are installed, the two groups of limiting frames 17 are displaced to the two sides of the second mounting block, the limiting frame 17 is displaced by rotating a plurality of groups of nuts in cooperation with the threaded rods 18, the limiting frame 17 is limited outside the second mounting block and is limitingly connected with the second mounting block, the stability of the installation of the support seat 3 and the auxiliary cross pier beam 2 is further increased, and loosening is prevented, so that the use is affected.

[0032] In the embodiment, the specific implementation scene is that: in actual use, the connecting frame 13 is in contact with the first mounting block, the driving screw 14 is rotated to drive the fixed block 15 to displace, the fixed block 15 is displaced into the fixed groove in the first mounting block, the fixed block 15 is limitedly connected with the fixed groove, thereby the connecting frame 13 is limitedly connected with the first mounting block, the support seat 3 is installed, when the support seat 3 is installed with the auxiliary cross pier beam 2, the two groups of limiting frames 17 are displaced to the two sides of the second mounting block, the limiting frames 17 are displaced by rotating the plurality of groups of nuts cooperating with the threaded rods 18, the limiting frames 17 are limited outside the second mounting block, the limiting frames 17 are limitedly connected with the second mounting block, the stability of the installation of the support seat 3 and the auxiliary cross pier beam 2 is further increased, the loosening is prevented, the use is affected, the top of the support seat 3 is designed as a slope structure, the horizontal jack 7 is started to drive the moving seat 4 to displace, the moving seat 4 is displaced and raised along the slope by the slope structure of the support seat 3, the support block 6 is driven to displace by the vertical secondary jack 5, the support block 6 is in contact with the guide beam 1, the guide beam 1 can be lifted, a plurality of cushion blocks are installed between the guide beam 1 and the auxiliary cross pier beam 2, the guide beam 1 is supported, thereby the guide beam 1 can be completed to be erected, when the erection is performed, the vertical secondary jack 5 and the horizontal jack 7 are synchronous actions, the relative movement between the vertical secondary jack 5 and the guide beam in the horizontal direction is ensured, compared with the existing guide beam erection device, the overall practicability of the guide beam erection device can be improved by the design.

[0033] Although the embodiments of the utility model have been shown and described, it can be understood by those skilled in the art that various changes, modifications, replacements and variations can be made to these embodiments without departing from the principles and spirits of the utility model, the scope of the utility model is defined by the appended claims and their equivalents.

Claims

1. A pier device on a guide beam for bridge incremental launching construction, comprising a guide beam (1) and an auxiliary cross pier beam (2), characterized in that: The top of the auxiliary cross pier beam (2) is fixedly connected with a support seat (3), the top of the support seat (3) is slidably connected with a moving seat (4), the inside of the moving seat (4) is fixedly connected with a vertical secondary jack (5), the top of the vertical secondary jack (5) is provided with a support block (6), one end of the bottom of the support block (6) is rotatably connected with the vertical secondary jack (5) through a spherical hinge, the outside of the moving seat (4) is fixedly connected with the driving end of a horizontal jack (7), the end of the horizontal jack (7) away from the moving seat (4) is fixedly connected with the support seat (3), and the bottoms of the two ends of the support seat (3) are both provided with a fixing assembly (8). The fixing assembly (8) is used for stably installing the support seat (3) on the top of the auxiliary cross pier beam (2).

2. The pier setting device on the guide beam for the incremental launching construction of a bridge according to claim 1, characterized in that: The top of the support seat (3) and the bottom of the moving seat (4) are fixedly connected with a stainless steel plate (9), and the bottom of the moving seat (4) is fixedly connected with a polytetrafluoroethylene plate (10).

3. The pier setting device on the guide beam for the incremental launching construction of a bridge according to claim 1, characterized in that: The inside of the support seat (3) is provided with two groups of guide grooves (11), and the two ends of the inside of the guide groove (11) are both rotatably connected with a plurality of guide wheels (12).

4. The pier setting device on the guide beam for the incremental launching construction of a bridge according to claim 3, characterized in that: The moving seat (4) is slidably connected with the support seat (3) through the guide groove (11), and the moving seat (4) is connected with the guide wheel (12) through the guide groove (11).

5. The pier setting device on the guide beam for the incremental launching construction of a bridge according to claim 1, characterized in that: The fixing assembly (8) is composed of two groups of connecting frames (13), a plurality of driving screws (14) and fixing blocks (15), the two groups of connecting frames (13) are slidably connected with the two ends of one end of the support seat (3) respectively, the plurality of driving screws (14) are threadedly connected with the two sides of the connecting frame (13) respectively, and the fixing block (15) is fixedly connected with one end of the driving screw (14) extending into the inside of the connecting frame (13).

6. The pier-on-guiding-beam device for incremental launching construction of a bridge according to claim 5, characterized in that: The top of the auxiliary cross pier beam (2) and the inside of the connecting frame (13) are fixedly connected with a first mounting block, a plurality of fixing grooves are formed in the inside of the first mounting block, and the first mounting block is connected with the fixing block (15) through the fixing groove.

7. The pier setting device on the guide beam for the incremental launching construction of a bridge according to claim 5, characterized in that: The two ends of the support seat (3) and between the two groups of connecting frames (13) are both fixedly connected with a fixing frame (16), the two sides of the fixing frame (16) and the outside of the support seat (3) are slidably connected with a limiting frame (17), the top of the fixing frame (16) is rotatably connected with two groups of threaded rods (18), the limiting frame (17) is connected with the threaded rod (18) through a plurality of nuts, and the auxiliary cross pier beam (2) is connected with the limiting frame (17) through a second mounting block.

Citation Information

Patent Citations

  • Stepped guide beam, pushing device and automatic pier loading method of guide beam

    CN117144816A