Railway beam yard pedestal settlement automatic monitoring system and monitoring method thereof

By designing the automatic monitoring system for seat settlement of railway beam yards, using pressure differential level and wireless data transmission technology, the problems of large labor intensity and large errors of manual measurement are solved, and high-precision seat settlement monitoring is achieved, which improves construction quality and reduces costs.

CN119803410APending Publication Date: 2025-04-11ZHONG GUO JIAN ZHU TU MU JIAN SHE YOU XIAN GONG SI
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Patent Information

Application Number
CN202411738657.8
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-11-29
Publication Date
2025-04-11

AI Technical Summary

Technical Problem

In the existing technology, in the monitoring of railway beam yards, there is a problem that manual measurement labor intensity is large, error is large, and it is difficult to observe the reference point in the double-layer beam storage method.

Method used

An automatic monitoring system for settling settlement of railway beam yards is designed, using a pressure differential level, liquid pipe, gas pipe, liquid storage tank, collection box, wireless transmitter and irradiation protection cover structure. Through wireless data transmission and special protective cover structure, automated monitoring and high-precision data collection are realized.

Benefits of technology

It improves the accuracy of the pedestal settlement monitoring data, reduces the labor intensity of manual measurement, optimizes the monitoring method, reduces cost loss, and improves monitoring accuracy and construction quality.

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Abstract

The invention discloses a railway beam yard pedestal settlement automatic monitoring system which comprises a box beam, a pedestal, a reference seat, a differential pressure level gauge, a liquid pipe, an air pipe, a liquid storage table, a liquid storage tank, a collection box, a collection data line, a wireless transmitter, a wireless receiver, a wire passing groove and an anti-irradiation protective cover structure. Pedestal settlement monitoring data read by the monitoring system of the device is more accurate than that read by traditional manual measurement, the labor intensity of manual measurement is reduced, monitoring equipment can be reused, the cost loss is reduced to the maximum extent, and the construction efficiency is improved for the construction working condition of a beam field. The special irradiation-preventing protective cover structure for the differential pressure type level gauge is adopted and designed, the level gauge is prevented from being exposed outside for a long time to be directly irradiated by the sun, the differential pressure type level gauge can be firstly installed on the front sun shield in an inserting mode, it is guaranteed that sun shading can be achieved in the installation process, and settlement data monitoring is affected by too high temperature; and the condition of large data error caused by overlarge temperature change due to outdoor sunshine irradiation is avoided.
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Description

Technical Field

[0001] The invention belongs to the field of railway construction, and in particular relates to an automatic monitoring system for settlement of a pedestal in a railway beam yard and a monitoring method thereof. Background Art

[0002] When planning a railway beam yard, beam manufacturing and storage areas must be set up. The prefabricated box beams will be stored in the manufacturing and storage areas for a period of time before being erected. The weight of a single box beam reaches 800t, which requires settlement monitoring of the pedestals to ensure that the relative settlement difference of the four pedestals is no more than 2mm.

[0003] At present, the settlement monitoring of beam manufacturing and storage pedestals through traditional manual measurement has the following disadvantages: 1) The area of ​​beam manufacturing and storage in railway beam yard is large, and the labor intensity of manual measurement is high; 2) There are certain errors in reading data by manual measurement, and the settlement monitoring benchmark points are also prone to errors, which will affect the monitoring of pedestal settlement; 3) When the beam storage area reaches the peak of beam storage, a double-layer beam storage method is adopted. At this time, it is not easy to observe the benchmark points by manual measurement. Summary of the invention

[0004] The invention provides a railway beam yard pedestal settlement automatic monitoring system and a monitoring method thereof, which are used to solve the technical problems mentioned in the background technology.

[0005] To achieve the above-mentioned purpose, the present invention adopts the following technical scheme: an automatic monitoring system for the settlement of a pedestal in a railway beam yard, comprising a box beam, a pedestal, a reference seat, a pressure differential level, a liquid pipe, an air pipe, a liquid storage platform, a liquid storage tank, a collection box, a data collection line, a wireless transmitter, a wireless receiver, a line groove and a radiation protection cover structure. The box beam is supported in the beam yard by a plurality of pedestals. The pressure differential level is fixed on four pedestals by expansion bolts respectively. A reference seat is arranged on one side of the pedestal. The pressure differential level is fixed on the reference seat by expansion bolts. The pressure differential level has six interfaces, two of which are connected to the liquid pipe, two of which are connected to the air pipe, and two of which are connected to the data collection line. The liquid storage platform is arranged on one side of the pedestal. The liquid storage tank is placed on the liquid storage platform. The top of the liquid storage tank is connected to the air pipe. The air pipe connects five pressure differential levels in sequence from the top of the liquid storage tank and the end is connected to the atmosphere. The bottom of the liquid storage tank is connected to the liquid pipe. Five differential pressure levels are connected in sequence at the bottom of the liquid tank and the ends are blocked. The liquid pipe is filled with liquid. A collection box is arranged on one side of the pedestal. A collection data line is connected to the collection box. The collection data line is connected to five differential pressure levels in sequence. A wireless transmitter is arranged on one side of the collection box. The wireless transmitter and the collection box are electrically connected for sending wireless data. A wireless receiver is arranged in a control room for receiving and displaying wireless data. The line groove is in the shape of a U-shaped groove located on the outside of the pedestal. The line groove passes from the liquid storage table through four pedestals and a reference seat to one side of the collection box to avoid exposure. The protective cover structure includes an upper shading plate and a lower shading plate. Seat plates that fit the pedestal or the reference seat are respectively arranged on the upper shading plate and the lower shading plate. The seat plates are fixed to the pedestal or the reference seat by two expansion bolts. Slots are respectively opened on the opposite surfaces of the upper shading plate and the lower shading plate. Positive sunshades are inserted in the slots. The positive sunshades are located on the outside of the differential pressure level.

[0006] Preferably, two sides of the upper shading plate and the lower shading plate extend beyond the pressure differential level gauge respectively.

[0007] Preferably, the collection box is a solar energy collection box.

[0008] Preferably, the liquid levels of the differential pressure level gauges are the same, and the liquid level of the liquid storage tank is 1.5 m higher than the liquid level of the differential pressure level gauge.

[0009] Preferably, the liquid in the liquid storage tank and the liquid pipe is antifreeze.

[0010] Preferably, the upper sunshade plate, the lower sunshade plate and the front sunshade plate are aluminum alloy plates.

[0011] Preferably, four pedestals for mounting the differential pressure level gauges are arranged in a rectangular shape.

[0012] A monitoring method for a railway beam yard pedestal settlement automatic monitoring system comprises the following steps: Step 1: Select and arrange monitoring points. Select four pedestals arranged in a rectangular shape and located at the four corners of the box girder on the pedestals below the box girder; Step 2: Arrange the reference seat and pour concrete piers to form the reference seat; Step 3: Open wire grooves on the outside of the four pedestals; Step 4: Set up a liquid storage platform and a collection box at both ends of the wire trough, and install a liquid storage tank on the liquid storage platform; Step 5: Install the radiation protection cover structure on the four pedestals and the reference seat, and fix the upper shading plate and the lower shading plate with expansion screws 2; Step 6: Install the differential pressure level on the four pedestals and the reference seat in sequence, and install the liquid pipe, gas pipe and data acquisition line. No bubbles should exist after the liquid pipe is filled with antifreeze; Step 7: Insert the positive shading plate between the upper shading plate and the lower shading plate; Step 8. Pair the collection box with the wireless transmitter, the wireless transmitter and the wireless receiver.

[0013] The beneficial effects of the present invention are reflected in: the pedestal settlement monitoring data read by the monitoring system of the present device is more accurate than the traditional manual measurement, the labor intensity of manual measurement is reduced, the monitoring method is optimized, the monitoring equipment can be reused, and the cost loss is minimized to the greatest extent. In view of the construction conditions of the beam yard, the present application has adopted a special anti-irradiation protective cover structure designed for the pressure difference level to prevent the level from being exposed to direct sunlight for a long time. The positive sunshade adopts a plug-in method to install the pressure difference level first and then the pressure difference level, ensuring that the installation process can be shaded and the high temperature affects the settlement data monitoring, avoiding the situation where the outdoor sunlight temperature changes too much and causes large data errors, reducing monitoring errors, improving monitoring accuracy, ensuring construction quality, and providing a wire groove to prevent the wire pipes from being stepped on.

[0014] Other features and advantages of the present invention will be set forth in the following description, and in part will become apparent from the description, or may be understood by practicing the present invention; the main purpose and other advantages of the present invention may be realized and obtained through the solutions particularly pointed out in the description. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 is a schematic diagram of the overall structure of an embodiment of the present invention; Figure 2 is a schematic structural diagram of a differential pressure level gauge according to an embodiment of the present invention; Figure 3 It is a schematic diagram of the radiation-avoiding protective cover structure of the differential pressure level gauge according to an embodiment of the present invention.

[0016] Figure numerals: 1. Box girder; 2. Base; 3. Reference base; 4. Pressure difference level; 5. Liquid pipe; 6. Air pipe; 7. Liquid storage table; 8. Liquid storage tank; 9. Collection box; 10. Collection data cable; 11. Wireless transmitter; 12. Wireless receiver; 13. Wire trough; 14. Avoid radiation protection cover structure; 15. Expansion bolt one; 16. Upper sunshade; 17. Lower sunshade; 18. Front sunshade; 19. Expansion bolt two. DETAILED DESCRIPTION

[0017] The technical solution of the present invention is described in detail below through examples. The following examples are merely exemplary and can only be used to explain and illustrate the technical solution of the present invention, but cannot be interpreted as limiting the technical solution of the present invention.

[0018] Combination Figure 1-3 A railway beam yard pedestal 2 settlement automatic monitoring system includes a box beam 1, a pedestal 2, a reference seat 3, a pressure differential level 4, a liquid pipe 5, an air pipe 6, a liquid storage platform 7, a liquid storage tank 8, a collection box 9, a collection data line 10, a wireless transmitter 11, a wireless receiver 12, a wire groove 13 and a radiation protection cover structure 14. The box beam 1 is supported in the beam yard by a plurality of pedestals 2. The pressure differential level 4 is fixed on the four pedestals 2 by expansion bolts 15. A reference seat 3 is provided on one side of the pedestal 2. The reference seat 3 The differential pressure level 4 is fixed on the base 2 by an expansion bolt 15. The differential pressure level 4 has six interfaces, two of which are connected to the liquid pipe 5, two of which are connected to the air pipe 6, and two of which are connected to the data acquisition line 10. The liquid storage platform 7 is arranged on one side of the base 2, and the liquid storage tank 8 is placed on the liquid storage platform 7. The top of the liquid storage tank 8 is connected to the air pipe 6. The air pipe 6 connects the five differential pressure levels 4 in sequence from the top of the liquid storage tank 8 and the end is connected to the atmosphere. The bottom of the liquid storage tank 8 is connected to the liquid pipe 5. The liquid pipe 5 connects the five differential pressure levels 4 in sequence from the bottom of the liquid storage tank 8. The differential pressure level 4 is connected and the end is blocked by plugging, the liquid pipe 5 is filled with liquid, the collection box 9 is arranged on one side of the base 2, the collection box 9 is connected with the collection data line 10, the collection data line 10 is connected to the five differential pressure level 4 in sequence, the wireless transmitter 11 is arranged on one side of the collection box 9, the wireless transmitter 11 and the collection box 9 are electrically connected to send wireless data, the wireless receiver 12 is arranged in the control room to receive and display the wireless data, the wire groove 13 is in the shape of a U-shaped groove located on the outside of the base 2, and the wire groove 11 is connected to the collection box 9. After passing through the four pedestals 2 and the reference seat 3 from the liquid storage platform 7, it reaches one side of the collection box 9, and the radiation-avoiding protective cover structure 14 includes an upper shading plate 16 and a lower shading plate 17. The upper shading plate 16 and the lower shading plate 17 are respectively provided with seat plates that fit the pedestal 2 or the reference seat 3. The seat plates are fixed to the pedestal 2 or the reference seat 3 by expansion bolts 19. The upper shading plate 16 and the lower shading plate 17 are respectively provided with slots on the opposite surfaces thereof, and a positive sunshading plate 18 is inserted in the slots. The positive sunshading plate 18 is located on the outer side of the differential pressure level 4.

[0019] As a further preferred solution of the present application, both sides of the upper shading plate 16 and the lower shading plate 17 extend beyond the pressure differential level gauge 4 respectively.

[0020] As a further preferred solution of the present application, the collection box 9 is a solar energy collection box 9.

[0021] As a further preferred embodiment of the present application, the liquid levels of the pressure differential level gauge 4 are the same, and the liquid level of the liquid storage tank 8 is 1.5 m higher than the liquid level of the pressure differential level gauge 4 .

[0022] As a further preferred embodiment of the present application, the liquid in the liquid storage tank 8 and the liquid pipe 5 is antifreeze liquid.

[0023] As a further preferred solution of the present application, the upper sunshade plate 16, the lower sunshade plate 17 and the front sunshade plate 18 are aluminum alloy plates.

[0024] As a further preferred solution of the present application, four pedestals 2 for mounting differential pressure level gauges 4 are arranged in a rectangular shape.

[0025] A monitoring method for a railway beam yard pedestal 2 settlement automatic monitoring system comprises the following steps: Step 1: Select and arrange monitoring points. Select four pedestals 2 arranged in a rectangular shape and located at the four corners of the box girder 1 on the pedestals 2 below the box girder 1; Step 2: Arrange the reference seat 3 and pour concrete piers to form the reference seat 3; Step 3: Open wire grooves 13 on the outer sides of the four pedestals 2; Step 4: a liquid storage platform 7 and a collection box 9 are respectively arranged at both ends of the wire trough 13, and a liquid storage tank 8 is installed on the liquid storage platform 7; Step 5: Install the radiation protection cover structure 14 on the four pedestals 2 and the reference seat 3, and fix the upper shading plate 16 and the lower shading plate 17 by means of expansion screws 2; Step 6: Install the differential pressure level 4 on the four pedestals 2 and the reference base 3 in sequence, and install the liquid pipe 5, the air pipe 6 and the data acquisition line 10. No bubbles can exist after the liquid pipe 5 is filled with antifreeze; Step 7: insert the positive shading plate between the upper shading plate 16 and the lower shading plate 17; Step eight: pair the collection box 9 with the wireless transmitter 11 , and the wireless transmitter 11 with the wireless receiver 12 .

[0026] The settlement monitoring data of the pedestal 2 read by the monitoring system of the present device is more accurate than that of traditional manual measurement, which reduces the labor intensity of manual measurement, optimizes the monitoring method, and makes the monitoring equipment reusable, thereby minimizing cost losses. In view of the construction conditions of the beam yard, the present application has designed a special radiation-avoiding protective cover structure 14 for the pressure differential level to prevent the level from being exposed to direct sunlight for a long time. The positive sunshade 18 adopts a plug-in method to install the pressure differential level first and then the pressure differential level, ensuring that the installation process can be shaded and the high temperature affects the settlement data monitoring, thereby avoiding the situation where the outdoor sunlight temperature changes too much and causes large data errors, reducing monitoring errors, improving monitoring accuracy, ensuring construction quality, and providing a wire groove 13 to prevent the wire pipes from being stepped on by the disorder.

[0027] The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any changes or substitutions that a technician familiar with the technical field can think of within the technical scope disclosed in the present invention should be covered within the protection scope of the present invention.

Claims

1. An automatic monitoring system for the settlement of a railway beam yard pedestal, characterized in that: The invention comprises a box beam (1), a pedestal (2), a reference seat (3), a differential pressure level (4), a liquid pipe (5), an air pipe (6), a liquid storage platform (7), a liquid storage tank (8), a collection box (9), a data collection line (10), a wireless transmitter (11), a wireless receiver (12), a wire slot (13) and a radiation protection cover structure (14). The box beam (1) is supported on a beam field by a plurality of pedestals (2). The differential pressure level (4) is fixed to each of the four pedestals (2) by expansion bolts (15). A reference seat (3) is arranged on one side of the pedestal (2). The reference seat (3) is fixed to the beam field by expansion bolts (15). 15) A pressure differential level (4) is fixed, and the pressure differential level (4) has six interfaces, two of which are connected to a liquid pipe (5), two of which are connected to an air pipe (6), and two of which are connected to a data acquisition line (10). A liquid storage platform (7) is arranged on one side of the platform (2), and a liquid storage tank (8) is placed on the liquid storage platform (7). The top of the liquid storage tank (8) is connected to the air pipe (6), and the air pipe (6) sequentially connects the five pressure differential levels (4) from the top of the liquid storage tank (8) and the end of the air pipe (6) is connected to the atmosphere. The bottom of the liquid storage tank (8) is connected to the liquid pipe (5), and the liquid pipe (5) sequentially connects the five pressure differential levels from the bottom of the liquid storage tank (8) (4) is connected and the end is blocked by plugging, the liquid pipe (5) is filled with liquid, the collection box (9) is arranged on one side of the base (2), the collection box (9) is connected to the collection data line (10), the collection data line (10) is connected to five differential pressure level gauges (4) in sequence, a wireless transmitter (11) is arranged on one side of the collection box (9), the wireless transmitter (11) and the collection box (9) are electrically connected to send wireless data, a wireless receiver (12) is arranged in the control room to receive and display wireless data, and the wire groove (13) is in the shape of a U-shaped groove located on the outside of the base (2), and the wire groove (13) is connected from the liquid storage platform (7) After passing through four pedestals (2) and reference seats (3), it reaches one side of the collection box (9), and the protection cover structure (14) to avoid exposure includes an upper shading plate (16) and a lower shading plate (17). The upper shading plate (16) and the lower shading plate (17) are respectively provided with seat plates that fit the pedestal (2) or the reference seat (3). The seat plates are fixed to the pedestal (2) or the reference seat (3) by expansion bolts (19). Slots are respectively opened on the opposite surfaces of the upper shading plate (16) and the lower shading plate (17), and a positive sunshade (18) is inserted in the slot. The positive sunshade (18) is located on the outer side of the differential pressure level (4).

2. The railway beam yard pedestal settlement automatic monitoring system according to claim 1 is characterized by: Both sides of the upper shading plate (16) and the lower shading plate (17) extend beyond the pressure differential level gauge (4) respectively.

3. The railway beam yard pedestal settlement automatic monitoring system according to claim 2 is characterized by: The collection box (9) is a solar energy collection box (9).

4. The railway beam yard pedestal settlement automatic monitoring system according to claim 3 is characterized by: The liquid level heights of the differential pressure level gauge (4) are the same, and the liquid level height of the liquid storage tank (8) is 1.5 m higher than the liquid level height of the differential pressure level gauge (4).

5. The railway beam yard pedestal settlement automatic monitoring system according to claim 4 is characterized by: The liquid in the liquid storage tank (8) and the liquid pipe (5) is antifreeze liquid.

6. The railway beam yard pedestal settlement automatic monitoring system according to claim 5 is characterized by: The upper shading plate (16), the lower shading plate (17) and the front shading plate (18) are aluminum alloy plates.

7. The railway beam yard pedestal settlement automatic monitoring system according to any one of claims 1 to 6, characterized in that: Four pedestals (2) for mounting differential pressure level gauges (4) are arranged in a rectangular shape.

8. The monitoring method of the railway beam yard pedestal settlement automatic monitoring system according to any one of claims 1 to 7, characterized in that: The following steps are included: Step 1: Select and arrange monitoring points, and select four pedestals (2) arranged in a rectangular shape and located at the four corners of the box girder (1) on the pedestals (2) below the box girder (1); Step 2: Arrange the reference seat (3) and pour concrete piers to form the reference seat (3); Step 3: Open wire grooves (13) on the outer sides of the four pedestals (2); Step 4: a liquid storage platform (7) and a collection box (9) are respectively arranged at both ends of the wire trough (13), and a liquid storage tank (8) is installed on the liquid storage platform (7); Step 5: Install the radiation protection cover structure (14) on the four pedestals (2) and the reference seat (3), and fix the upper shading plate (16) and the lower shading plate (17) by using expansion screws 2; Step 6: Install the differential pressure level (4) on the four pedestals (2) and the reference seat (3) in sequence, and install the liquid pipe (5), the air pipe (6) and the data acquisition line (10). No bubbles can be present after the liquid pipe (5) is filled with antifreeze liquid; Step 7: insert the positive shading plate between the upper shading plate (16) and the lower shading plate (17); Step 8: Pair the collection box (9) with the wireless transmitter (11), and the wireless transmitter (11) with the wireless receiver (12).