Slope type support for long and large longitudinal slope bridge of expressway and monitoring device

Abstract

The utility model relates to the technical field of bridge supports, and discloses a slope type support for a long and large longitudinal slope bridge of an expressway and a monitoring device. The slope type support for the long and large longitudinal slope bridge of the expressway is used for being arranged on a pier and comprises an anchoring assembly, a support lower seat plate, a middle plate set and a slope type upper support plate, the support lower seat plate is fixedly connected to the pier through the anchoring assembly, and the support lower seat plate is connected with and supports the slope type upper support plate through the middle plate set; the slope-shaped upper support plate is quadrilateral, the slope-shaped upper support plate is provided with a first side face and a second side face which are arranged in the bridge direction, the slope-shaped upper support plate is provided with a third side face and a fourth side face which are perpendicular to the bridge direction, and the height size of the first side face and the height size of the second side face are gradually increased in the same direction. And at least one of the height dimension of the third side surface and / or the height dimension of the fourth side surface is adaptively gradually changed. And factors such as stability, load transmission and durability are comprehensively considered, so that the special requirements of the highway bridge in the longitudinal slope area are met.

Description

Technical Field

[0001] The utility model relates to the technical field of bridge supports, in particular to a slope-type support for a highway bridge with a long longitudinal slope. In addition, the utility model also relates to a monitoring device comprising the slope-type support for a highway bridge with a long longitudinal slope. Background Art

[0002] In recent years, with the continuous growth of the economy, the country has continuously increased its investment in transportation infrastructure construction, and the number of bridge engineering projects has also increased. Despite the booming construction industry in recent years, significant shortcomings still exist in the field of bridge construction. In particular, the problem of disease and damage to bridge bearings in mountainous areas with long longitudinal slopes is becoming increasingly prominent, seriously threatening the operational safety of highway bridges.

[0003] Long and steep longitudinal slope bridges on highways have large spans. Such bridges have slope changes along the longitudinal slope direction, which requires that the bridge design must consider the impact of the slope on structural stability and vehicle driving safety. Due to the existence of the longitudinal slope, the stress conditions at different positions of the bridge may be different, requiring special structural design to adapt to such changes; the structural design of the bridge needs to adapt to different terrain and geological conditions, and different support types, such as slope-type supports, need to be used to adapt to changes in the longitudinal slope.

[0004] However, for existing slope-type supports, construction units are unable to determine the composite slope direction of the slope-type supports during installation, and install them arbitrarily, resulting in biased support and different deformations. The maximum bearing capacity of the support does not match the reaction force of the bridge support, causing damage to the support or functional failure. Utility Model Content

[0005] The utility model provides a slope-type support and a monitoring device for a highway long longitudinal slope bridge, so as to solve a series of technical problems caused by installation errors of the existing slope-type support.

[0006] According to one aspect of the utility model, a slope-type bearing for a long longitudinal slope bridge on an expressway is provided, which is used to be arranged on a bridge pier, comprising an anchoring assembly, a bearing lower seat plate, an intermediate plate group and a slope-type upper bearing plate, the bearing lower seat plate being fixedly connected to the bridge pier by the anchoring assembly, the bearing lower seat plate being connected to and supporting the slope-type upper bearing plate by the intermediate plate group; the slope-type upper bearing plate is quadrilateral, the slope-type upper bearing plate has a first side surface and a second side surface arranged along the direction of the bridge, the slope-type upper bearing plate has a third side surface and a fourth side surface perpendicular to the direction of the bridge, the height dimension of the first side surface and the height dimension of the second side surface increase in the same direction, and at least one of the height dimension of the third side surface and / or the height dimension of the fourth side surface is adaptively gradient.

[0007] Furthermore, the height of the third side surface is adaptively gradual, and the height of the first side surface and the height of the second side surface both increase in a direction away from the third side surface.

[0008] Furthermore, the corner edge between the third side surface and the first side surface is the side with the minimum height, and the slope of the upper edge of the first side surface from the third side surface to the fourth side surface is i1%.

[0009] Furthermore, the slope of the upper edge of the third side surface from the first side surface to the second side surface is i2%.

[0010] Furthermore, the middle plate group includes a support spherical crown plate, a PTFE slide plate and a stainless steel plate which are arranged in sequence from the sloped upper support plate to the support lower support plate.

[0011] Furthermore, a cushion stone layer is arranged between the support lower plate and the bridge pier.

[0012] Furthermore, the middle plate group includes a stainless steel slide plate, a middle steel lining plate and a pressure-bearing rubber plate arranged in sequence from the sloped upper support plate to the support lower seat plate.

[0013] According to another aspect of the utility model, a monitoring device for slope-type supports of highway bridges with long longitudinal slopes is provided, comprising the above-mentioned slope-type supports of highway bridges with long longitudinal slopes, and also comprising support measuring points arranged on the upper edge of the side of the slope-type upper support plate and support measuring points arranged on the lower edge of the side of the support lower plate, and a data acquisition device arranged at the support measuring points.

[0014] Furthermore, the corner point of the upper edge of the side of the sloped upper support plate is the monitoring reference point, and the corner point of the lower edge of the side of the support lower seat plate is the monitoring reference point, and the data acquisition device is arranged at the monitoring reference point.

[0015] Furthermore, the monitoring device also includes a monitoring station and a monitoring platform. The monitoring station is arranged in an open area outside the bridge. The monitoring station and the data acquisition device are connected by electrical signals, and the monitoring station and the monitoring platform are remotely connected through a signal transceiver.

[0016] The utility model has the following beneficial effects:

[0017] The utility model discloses a slope-type bearing for a highway bridge with a long longitudinal slope, which connects the bearing lower seat plate and the slope-type upper bearing plate through an intermediate plate group, and can more evenly transfer the load of the upper structure to the bridge pier, thereby reducing local stress concentration; the anchoring assembly fixes the bearing lower seat plate to the bridge pier, provides a stable anchoring effect, and enhances the overall stability of the bridge structure; the quadrilateral design of the slope-type upper bearing plate, in which the height dimensions of the first side surface and the second side surface increase gradually, and at least one height dimension of the third side surface and the fourth side surface is adaptively gradually changed, and the composite slope direction of the slope-type bearing can be easily identified by the height dimension increase of the first side surface and the second side surface in the same direction, so that the bearing can be correctly installed. At the same time, the bearings can adapt to the longitudinal slope of the bridge, ensuring the stability and continuity of the bridge in the slope change area; the adaptive gradient side design helps to reduce the deformation of the bridge under different slopes, maintain the geometric shape of the bridge and driving comfort; the design of the slope bearings takes into account the stress characteristics of the bridge on the longitudinal slope, which helps to improve the durability and service life of the bearings; when natural disasters such as earthquakes occur, the design of the slope bearings helps to absorb and disperse seismic energy and improve the seismic performance of the bridge; the design of the slope bearings of highway bridges with long longitudinal slopes comprehensively considers multiple factors such as the stability of the bridge structure, load transfer and durability, so as to adapt to the special needs of highway bridges in the longitudinal slope area.

[0018] In addition to the above-described purposes, features and advantages, the present invention has other purposes, features and advantages. The present invention will be further described in detail below with reference to the accompanying drawings. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] The accompanying drawings, which constitute part of the present invention, are intended to provide a further understanding of the present invention. The exemplary embodiments of the present invention and their descriptions are intended to explain the present invention and do not constitute an improper limitation of the present invention. In the accompanying drawings:

[0020] Figure 1 This is one of the structural schematic diagrams of the slope-type bearing of a highway bridge with a long longitudinal slope according to the preferred embodiment of the utility model;

[0021] Figure 2 This is the second structural schematic diagram of the slope-type support of a highway bridge with a long longitudinal slope according to the preferred embodiment of the utility model.

[0022] Legend:

[0023] 100. Bridge pier; 200. Anchor assembly; 300. Bearing lower plate; 400. Intermediate plate assembly; 401. Bearing spherical crown plate; 402. PTFE slide plate; 403. Stainless steel plate; 404. Stainless steel slide plate; 405. Intermediate steel lining plate; 406. Pressure-bearing rubber plate; 500. Slope-type upper bearing plate; 501. First side; 502. Second side; 503. Third side; 504. Fourth side; 505. Monitoring benchmark; 600. Pad stone layer. DETAILED DESCRIPTION

[0024] The embodiments of the present invention are described in detail below with reference to the accompanying drawings. However, the present invention can be implemented in a variety of different ways as defined and covered below.

[0025] Figure 1 This is one of the structural schematic diagrams of the slope-type bearing of a highway bridge with a long longitudinal slope according to the preferred embodiment of the utility model; Figure 2 This is the second structural schematic diagram of the slope-type support of a highway bridge with a long longitudinal slope according to the preferred embodiment of the utility model.

[0026] like Figure 1 and Figure 2As shown, the slope bearing of a highway bridge with a long longitudinal slope in this embodiment is used to be arranged on a bridge pier 100, and includes an anchoring assembly 200, a bearing lower seat plate 300, an intermediate plate group 400 and a slope upper bearing plate 500. The bearing lower seat plate 300 is fixedly connected to the bridge pier 100 through the anchoring assembly 200, and the bearing lower seat plate 300 is connected to and supports the slope upper bearing plate 500 through the intermediate plate group 400; the slope upper bearing plate 500 is quadrilateral, and has a first side surface 501 and a second side surface 502 arranged along the longitudinal direction of the bridge, and has a third side surface 503 and a fourth side surface 504 perpendicular to the longitudinal direction of the bridge, and the height dimension of the first side surface 501 and the height dimension of the second side surface 502 increase in the same direction, and at least one of the height dimension of the third side surface 503 and / or the height dimension of the fourth side surface 504 is adaptively gradient. The utility model discloses a slope-type bearing for a highway bridge with a long longitudinal slope. The middle plate group 400 connects the bearing lower seat plate 300 and the slope-type upper bearing plate 500, which can more evenly transfer the load of the upper structure to the bridge pier 100 and reduce local stress concentration. The anchoring assembly 200 fixes the bearing lower seat plate 300 to the bridge pier 100, provides a stable anchoring effect, and enhances the overall stability of the bridge structure. The slope-type upper bearing plate 500 has a quadrilateral design, in which the height dimensions of the first side surface 501 and the second side surface 502 increase gradually, and at least one of the height dimensions of the third side surface 503 and the fourth side surface 504 is adaptively gradient. It can be easily identified by the increase in the height dimensions of the first side surface 501 and the second side surface 502 along the same direction. The composite slope direction of the slope bearing allows the bearing to be installed correctly, while enabling the bearing to adapt to the longitudinal slope of the bridge, ensuring the stability and continuity of the bridge in the slope change area; the adaptive gradient side design helps to reduce the deformation of the bridge under different slopes, maintain the geometric shape of the bridge and driving comfort; the design of the slope bearing takes into account the stress characteristics of the bridge on the longitudinal slope, which helps to improve the durability and service life of the bearing; when natural disasters such as earthquakes occur, the design of the slope bearing helps to absorb and disperse seismic energy and improve the seismic performance of the bridge; the design of the slope bearing of the highway bridge with long longitudinal slope comprehensively considers multiple factors such as the stability of the bridge structure, load transfer and durability, so as to adapt to the special needs of highway bridges in the longitudinal slope area.

[0027] like Figure 2As shown, in this embodiment, the height dimension of the third side 503 is adaptively gradient, and the height dimension of the first side 501 and the height dimension of the second side 502 both increase in the direction away from the third side 503. The bearing is allowed to adapt to the longitudinal slope change of the bridge, ensuring that the bearing can match the slope of the bridge, thereby ensuring that the horizontal and vertical forces of the bridge structure can be evenly transferred to the pier 100; as the height dimensions of the first side 501 and the second side 502 increase, the load can be more effectively transferred from the bridge to the bearing, and then from the bearing to the pier 100, reducing local stress concentration; the adaptive gradient height dimension helps to improve the stability of the bearing and the entire bridge structure, especially on bridges with larger slopes; by rationally designing the change in side height, the bearing can be reduced due to eccentric force or excessive shear force. The design of the bearings, which adapt to the longitudinal slope of the bridge, helps reduce material fatigue caused by uneven stress, thereby extending the service life of the bearings. The reasonable side height design simplifies the construction process and facilitates the inspection and maintenance of the bearings. The adaptive design helps reduce the bumpy feeling of vehicles on the bridge, improving driving stability and comfort. The height adaptability of the bearings helps to cope with the expansion and contraction of the bridge caused by changes in temperature and humidity, maintaining the normal use of the bridge. In the event of natural disasters such as earthquakes, this design helps the bearings absorb and disperse seismic energy, improving the seismic performance of the bridge. By adapting to the longitudinal slope of the bridge and the load transfer requirements, the safety, stability and durability of the bridge structure are improved, while also improving the driving experience.

[0028] like Figure 2As shown, in this embodiment, the corner edge between the third side surface 503 and the first side surface 501 is the edge with the smallest height, and the slope of the upper edge of the first side surface 501 from the third side surface 503 to the fourth side surface 504 is i1%. The i1% slope matches the longitudinal slope of the bridge bottom surface, allowing the bearings to adapt to the longitudinal slope of the bridge, enabling them to better withstand and distribute forces on the bridge structure along the slope, helping to improve the durability of the bearings and extend their service life. The slope design helps provide better adaptability and stability between the bearings and the bridge structure, especially on bridges with larger slopes. It can reduce the bumpy feeling when vehicles pass through the bridge, improving driving smoothness and comfort. The minimum height edge serves as the corner edge, which helps achieve more uniform stress distribution in the bearings and reduces potential damage caused by stress concentration. The clear slope and minimum height edge design facilitates precise installation during construction and simplifies subsequent maintenance. The bearing design takes into account the expansion and contraction of the bridge caused by temperature changes. The slope design helps the bearings adapt to this expansion and contraction, reducing structural problems caused by temperature changes. In the event of natural disasters such as earthquakes, it helps the bearings better absorb and disperse vibration, improving the seismic performance of the bridge. By considering factors such as the longitudinal slope of the bridge, stress distribution, and temperature changes, the performance of the bridge bearings and the overall safety, stability, and durability of the bridge are improved. Optionally, the slope i1% is not greater than 4%. Optionally, at the longitudinal slope position of the bridge approach, the slope i1% is not greater than 5%.

[0029] like Figure 2As shown, in this embodiment, the slope of the upper edge of the third side 503 from the first side 501 to the second side 502 is i2%. The slope i2% is a slope that matches the transverse direction of the bottom surface of the bridge. Taking into account the longitudinal slope characteristics of the bridge, the longitudinal slope of the bridge is adapted to ensure the rationality of load transfer through the gradual increase in the height dimensions of the first side 501 and the second side 502, as well as the adaptive gradual change in the height dimensions of the third side 503 and the fourth side 504; the adaptive height dimension gradient helps to achieve a more uniform load distribution on the support, improve the stability of the entire bridge structure, and the uniform load distribution helps to reduce the wear and aging of the support material and extend the service life of the support; the clear slope and height dimension design helps construction personnel to carry out precise installation according to the design requirements and simplify the later Maintenance work; the slope design helps reduce vehicle bumps on the bridge, improving driving smoothness and comfort; the bearing design takes into account the expansion and contraction of the bridge caused by temperature and humidity changes, adapting to these environmental changes and maintaining the normal operation of the bridge. In the event of natural disasters such as earthquakes, this design helps the bearings better absorb and disperse vibrations, improving the bridge's seismic performance. The bridge's longitudinal slope adaptability, load transfer, drainage performance, structural stability, durability, construction and maintenance ease, and driving comfort are comprehensively considered to meet the special needs of highway bridges with long longitudinal slopes. The slope i2% can optionally range from 1.5% to 3%.

[0030] like Figure 2As shown, in this embodiment, the intermediate plate group 400 includes a bearing spherical crown plate 401, a polytetrafluoroethylene slide plate 402 and a stainless steel plate 403, which are arranged in sequence from the sloped upper bearing plate 500 to the bearing lower plate 300. The bearing spherical crown plate 401 has a spherical surface and can provide multi-directional displacement adaptability, allowing the bridge superstructure to displace in multiple directions to adapt to displacements caused by temperature changes, traffic loads, earthquakes, etc.; the polytetrafluoroethylene slide plate 402 can provide good sliding performance due to its low friction characteristics, allowing the bearing to achieve horizontal displacement of the superstructure while bearing the load, reducing internal stress caused by braking force or temperature changes; the stainless steel plate 403 has good corrosion resistance, which can protect the bearing from erosion by environmental factors such as moisture, salt, etc., and extend the service life of the bearing; the structural design of the intermediate plate group 400 can provide sufficient bearing capacity to effectively transfer the load of the superstructure to the bearing lower plate 300, and then to the bridge pier 100; the polytetrafluoroethylene slide plate 40 2 and stainless steel plate 403 provide wear resistance and corrosion resistance, which helps to improve the durability of the bearing and reduce the frequency of maintenance and replacement; when natural disasters such as earthquakes occur, the design of the intermediate plate group 400 can allow the bearing to make necessary displacement, while absorbing and dispersing vibrations, thereby improving the seismic performance of the bridge; the combination of the bearing spherical crown plate 401 and the PTFE slide plate 402 can reduce the friction between the bridge superstructure and the bearing, thereby reducing noise and vibration; the design of the intermediate plate group 400 allows the bearing to adapt to the longitudinal slope of the bridge, ensure the rationality of load transfer, and reduce the impact of the longitudinal slope on the bearing performance; comprehensive consideration is given to various factors such as adaptability, bearing capacity, durability, maintainability and seismic resistance to ensure that the bearing can work stably under various environments and load conditions.

[0031] like Figure 2As shown, in this embodiment, a cushion stone layer 600 is further arranged between the support lower plate 300 and the bridge pier 100. The cushion stone layer 600 can increase the contact area between the support lower plate 300 and the bridge pier 100, thereby more evenly distributing the load transferred from the support to the bridge pier 100 and reducing local stress concentration; it can be used to adjust the elevation of the support to ensure the horizontality and verticality of the support to meet the precision requirements of bridge design and construction; it can provide additional seismic isolation and shock absorption functions to reduce the impact of earthquakes or other dynamic loads on the bridge pier 100; the presence of the cushion stone layer 600 can prevent the support lower plate 300 from directly contacting the bridge pier 100, avoiding the occurrence of stress caused by temperature changes or loads. The pad stone layer 600 can serve as a protective layer between the bearing lower plate 300 and the pier 100, reducing the wear or damage to the pier 100 caused by bearing movement or load; it can adapt to the deformation of the bridge caused by factors such as temperature, humidity, and traffic load, and ensure the stability of the bridge structure; it can prevent direct contact between the bearing lower plate 300 and the pier 100, reducing the corrosive effect of corrosive media on both; and it provides a flat working surface for construction workers to accurately place and adjust the bearings.

[0032] like Figure 1 As shown, in this embodiment, the intermediate plate group 400 includes a stainless steel slide plate 404, an intermediate steel lining plate 405, and a pressure-bearing rubber plate 406, which are arranged in sequence from the sloped upper support plate 500 to the support lower support plate 300. The stainless steel slide plate 404 has a low friction coefficient and can provide good sliding performance, allowing the support to achieve horizontal displacement of the upper structure while bearing the load; it has good corrosion resistance and can protect the slide plate from environmental factors such as moisture, salt, etc., thereby extending the service life of the support; the intermediate steel lining plate 405 usually has high strength and rigidity, and can provide stable bearing capacity to ensure that the load of the upper structure is effectively transferred to the support and the pier 100; the pressure-bearing rubber plate 406 can provide seismic isolation and shock absorption functions, reduce the impact of earthquakes or other dynamic loads on the bridge structure, and utilize the elasticity of the pressure-bearing rubber plate 406. It can adapt to bridge deformation caused by factors such as temperature, humidity, and traffic load, and ensure the stability of the bridge structure; the structural design of the intermediate plate group 400 helps prevent the bearing from becoming empty during use, ensuring close contact between the bearing and the superstructure and the pier 100; the combination of the stainless steel slide plate 404 and the intermediate steel lining plate 405 is easy to inspect and replace, simplifying the maintenance work of the bearing; the design of the intermediate plate group 400 can reduce the friction between the bridge superstructure and the bearing, thereby reducing noise and vibration, allowing the bearing to adapt to the longitudinal slope of the bridge, ensuring the rationality of load transfer, and reducing the impact of the longitudinal slope on the bearing performance.

[0033] The monitoring device for slope-type bearings of highway bridges with long longitudinal slopes in this embodiment includes the above-mentioned slope-type bearings of highway bridges with long longitudinal slopes, and also includes bearing measuring points arranged on the upper edge of the side of the slope-type upper bearing plate 500 and bearing measuring points arranged on the lower edge of the side of the bearing lower plate 300. The bearing measuring points are provided with data acquisition devices. Through the bearing measuring points and the data acquisition device, the stress state and displacement of the bearing can be monitored in real time, and problems can be discovered and handled in time; the monitoring data can be used to evaluate the health of the bridge structure, determine whether there is structural damage or functional degradation, and provide a basis for bridge maintenance and repair; the monitoring device helps to analyze the loads borne by the bearing, including static loads and dynamic loads, and helps to understand the response of the bridge under different loads; the data collected by the monitoring device can predict the wear and aging of the bearing, and perform maintenance and replacement in advance to avoid bridge accidents caused by bearing problems; when natural disasters such as earthquakes occur, the monitoring device can record the response of the bearing, To evaluate its seismic performance and provide a reference for seismic design; by monitoring the operating status of the bearings, appropriate maintenance measures can be taken to extend the service life of the bearings and the entire bridge; the monitoring device can promptly detect abnormal conditions of the bearings and reduce traffic safety accidents caused by bearing problems; the monitoring data provides scientific decision-making support for bridge managers, helping them to formulate more reasonable maintenance and operation strategies; the data collected by the monitoring device can provide valuable research information for bridge design and construction, and promote the advancement of bridge engineering technology; the addition of the monitoring device has significantly improved the intelligence and information level of bridge bearings, and enhanced the safety, reliability and economy of the bridge. Optionally, the data acquisition device includes: sensors. Specifically, the sensors may include: displacement sensors, which measure the horizontal and vertical displacement of the bearings; and / or stress / strain sensors, which monitor the stress and strain of the bearings; and / or temperature sensors, which detect temperature changes in the bearings and the surrounding environment. The data acquisition device also includes: a data acquisition module, which collects sensor signals and converts them into digital data; a signal amplifier, which amplifies sensor signals and improves the quality and distance of signal transmission; an analog-to-digital converter (ADC), which converts analog signals into digital signals for easier processing and storage; a microcontroller or processor, which processes data transmitted from the data acquisition module to implement control and early warning; a storage unit, which stores the collected data for subsequent analysis; a wireless communication module, such as a Wi-Fi, Bluetooth, LoRa, or cellular network module, which is used to wirelessly transmit data to a remote monitoring platform. Optionally, the data acquisition device also includes: a power supply module, which provides a stable power supply for the data acquisition device and may include batteries, solar panels, or power drawn from the bridge's existing power system; and a protective casing, which protects internal components from environmental factors, such as waterproofing, dustproofing, and corrosion resistance.

[0034] In this embodiment, the corner point of the upper edge of the side of the sloped upper bearing plate 500 is the monitoring reference point 505, and the corner point of the lower edge of the side of the bearing lower plate 300 is the monitoring reference point 505. Data acquisition devices are arranged at the monitoring reference point 505. The corner points are the key areas where the bearing is subjected to stress. By arranging data acquisition devices at these points, the stress state and displacement changes of the bearing can be monitored more accurately. The stress and strain data of the monitoring reference point 505 are helpful for analyzing the stress distribution of the bearing and evaluating its bearing capacity and safety. The displacement data of the corner points can reflect the deformation of the bearing under different loads, providing important information reference for the stability and safety of the bridge. The impact of temperature changes on the bridge bearing can be evaluated by providing a reference basis for evaluation through the data of the monitoring reference point 505, helping to understand the impact of temperature on the bearing performance. The data of the monitoring reference point 505 can provide a reference basis for evaluating the health status of the entire bridge structure and timely discover potential structural problems. The monitoring data can be used as a reference for formulating preventive maintenance plans, taking measures in advance to avoid bridge accidents caused by bearing problems. When natural disasters such as earthquakes occur, the response data of monitoring benchmark point 505 is used as a reference for evaluating the seismic performance of the bearings, providing a reference for seismic design; the water level and humidity data of monitoring benchmark point 505 can be used as a reference for evaluating the drainage performance of the bearings, and timely deal with water accumulation problems; during the bridge construction process, the data of monitoring benchmark point 505 can be used to check the installation quality of the bearings to ensure that the construction meets the design requirements; the data collected by monitoring benchmark point 505 can provide valuable research information for bridge design and construction, and promote the advancement of bridge engineering technology; the data of monitoring benchmark point 505 can timely detect abnormal conditions of the bearings and reduce traffic safety accidents caused by bearing problems; by deploying monitoring benchmark points 505 and data acquisition devices at key locations, the monitoring accuracy and reliability of bridge bearings can be significantly improved, and the safety, reliability and economy of the bridge can be enhanced.

[0035] In this embodiment, the monitoring device also includes a monitoring station and a monitoring platform. The monitoring station is arranged in an open area outside the bridge. The monitoring station and the data acquisition device are connected by electrical signals, and the monitoring station and the monitoring platform are remotely connected through a signal transceiver. The monitoring platform can remotely monitor the status of bridge bearings and obtain real-time data such as bearing stress, displacement, and temperature, improving the convenience and flexibility of monitoring. The monitoring platform can integrate and manage data from various monitoring stations, providing a centralized data management platform. Through real-time monitoring, the monitoring platform can promptly detect abnormal conditions and issue warnings, helping managers respond quickly and take necessary maintenance or repair measures. The real-time monitoring and warning system can significantly improve bridge safety and reduce traffic accidents and structural damage caused by bearing problems. The monitoring platform can optimize bridge maintenance and repair strategies based on monitoring data, improving the efficiency and effectiveness of maintenance work. Preventive maintenance and timely repairs can extend the service life of bridges and reduce long-term maintenance costs. The data provided by the monitoring platform supports bridge managers in making scientific decisions, such as bridge upgrades and traffic control. The monitoring stations are located in open areas outside the bridges, adaptable to various environmental conditions, and ensure the stable operation of the monitoring system. The design of the monitoring platform and monitoring stations allows for easy expansion of the system, allowing more monitoring points and stations to be added as needed. Remote monitoring reduces the frequency and workload of on-site inspections and improves the efficiency of monitoring work.

[0036] Matters not covered in this utility model are known technologies.

[0037] The technical features of the above embodiments can be combined arbitrarily. To make the description concise, not all possible combinations of the technical features in the above embodiments are described. However, as long as there is no contradiction in the combination of these technical features, they should be considered to be within the scope of this specification.

[0038] The above-described embodiments merely represent several implementations of the present invention. While the descriptions are relatively specific and detailed, they should not be construed as limiting the scope of the present invention. It should be noted that a person skilled in the art would be able to make various modifications and improvements without departing from the spirit of the present invention, and these modifications and improvements fall within the scope of protection of the present invention. Therefore, the scope of protection of the present invention shall be determined by the appended claims.

[0039] The above description is merely a preferred embodiment of the present invention and is not intended to limit the present invention. Those skilled in the art will readily appreciate that the present invention is susceptible to various modifications and variations. Any modifications, equivalent substitutions, or improvements made within the spirit and principles of the present invention shall be included within the scope of protection of the present invention.

Claims

1. A slope-type support for a highway bridge with a long longitudinal slope, used for being arranged on a bridge pier (100), characterized in that: It comprises an anchoring assembly (200), a support lower seat plate (300), an intermediate plate group (400) and a sloped upper support plate (500). The support lower seat plate (300) is fixedly connected to the bridge pier (100) through an anchoring assembly (200), and the support lower seat plate (300) is connected to and supports the sloped upper support plate (500) through an intermediate plate group (400); The sloped upper support plate (500) is quadrilateral, and has a first side surface (501) and a second side surface (502) arranged along the bridge direction, and has a third side surface (503) and a fourth side surface (504) perpendicular to the bridge direction. The height dimension of the first side surface (501) and the height dimension of the second side surface (502) increase in the same direction. At least one of the height dimension of the third side surface (503) and / or the height dimension of the fourth side surface (504) presents an adaptive gradient.

2. The slope type bearing for highway long longitudinal slope bridge according to claim 1 is characterized in that: The height of the third side surface (503) is adaptively gradual. The height dimension of the first side surface (501) and the height dimension of the second side surface (502) both increase in a direction away from the third side surface (503).

3. The slope type bearing for highway long longitudinal slope bridge according to claim 2 is characterized in that: The corner edge between the third side surface (503) and the first side surface (501) is the edge with the smallest height. The slope of the upper edge of the first side surface (501) from the third side surface (503) to the fourth side surface (504) is i1%.

4. The slope type bearing for highway long longitudinal slope bridge according to claim 3 is characterized in that: The slope of the upper edge of the third side surface (503) from the first side surface (501) to the second side surface (502) is i2%.

5. The slope type bearing for a highway bridge with a long longitudinal slope according to any one of claims 1 to 4, characterized in that: The intermediate plate group (400) comprises a support spherical crown plate (401), a polytetrafluoroethylene slide plate (402) and a stainless steel plate (403) which are sequentially arranged from the sloped upper support plate (500) to the support lower support plate (300).

6. The slope type bearing for highway long longitudinal slope bridge according to claim 5, characterized in that: A cushion stone layer (600) is also arranged between the support lower base plate (300) and the bridge pier (100).

7. The slope type bearing for a highway bridge with a long longitudinal slope according to any one of claims 1 to 4, characterized in that: The middle plate group (400) comprises a stainless steel slide plate (404), a middle steel lining plate (405) and a pressure-bearing rubber plate (406) which are arranged in sequence from the sloped upper support plate (500) to the support lower support plate (300).

8. A monitoring device for slope supports of highway bridges with long longitudinal slopes, characterized in that: It comprises the slope type bearing of a highway long longitudinal slope bridge according to any one of claims 1 to 7, It also includes support measuring points arranged on the upper edge of the side of the sloped upper support plate (500) and support measuring points arranged on the lower edge of the side of the support lower plate (300). Data acquisition device is arranged at the support measuring points.

9. The monitoring device for slope-type bearings of highway bridges with long longitudinal slopes according to claim 8 is characterized in that: The corner point of the upper edge of the side of the sloped upper support plate (500) is the monitoring reference point (505). The corner point of the lower edge of the side of the support lower seat plate (300) is the monitoring reference point (505). The monitoring reference point (505) is equipped with a data acquisition device.

10. The monitoring device for slope-type supports of highway bridges with long longitudinal slopes according to claim 9, characterized in that: The monitoring device also includes a monitoring station and a monitoring platform. The monitoring station is set up in an open area outside the bridge. The monitoring station and the data acquisition device are connected by electrical signals, and the monitoring station and the monitoring platform are remotely connected through a signal transceiver.

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