Road and bridge safety construction system and construction method

Through the pivotal connection structure and power device drive of the fixed climbing frame and the movable climbing frame, combined with the circular unit and safety control module, the problems of hanging basket platform shaking and low construction efficiency are solved, the stability and safety of the hanging basket are improved, and the construction cost and material consumption are reduced.

CN120625484APending Publication Date: 2025-09-12SICHUAN ROAD & BRIDGE EAST CHINA CONSTRUCTION CO LTD
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Patent Information

Application Number
CN202510605695.4
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-05-12
Publication Date
2025-09-12

AI Technical Summary

Technical Problem

In the existing technology, the gap between the hanging basket platform and the pier causes shaking, which reduces the safety of operation. In addition, the traditional construction platform consumes a lot of materials and has low construction efficiency. Especially in dangerous sites, the construction cost is high and there are safety hazards.

Method used

The pivot connection structure of the fixed climbing frame and the movable climbing frame is adopted, combined with the drive of the fourth power device, to achieve the active clamping and locking of the pier by the climbing frame, and provide radial support force through the circular unit. The multi-degree-of-freedom movement of the hanging basket is realized in conjunction with the circular track and the power device, and real-time risk assessment and early warning are carried out in combination with the safety control module.

Benefits of technology

It effectively reduces the shaking of the hanging basket during operation, improves its anti-overturning ability, improves construction safety and efficiency, reduces material consumption, reduces construction costs, and maintains stability, especially in complex terrain.

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Abstract

The invention discloses a road and bridge safety construction system and method.The road and bridge safety construction system comprises a winch unit, and the winch unit is fixed to the top of a pier column; the climbing frame is connected with the winch unit through a steel cable; the whole hanging basket is mounted on the climbing frame; the climbing frame comprises a fixed climbing frame; the movable climbing frame is pivotally connected with the fixed climbing frame; a fourth power device; the movable climbing frame comprises a movable frame, and a third walking wheel is installed on the movable frame. Through the pivoting connection structure of the fixed climbing frame and the movable climbing frame, and in cooperation with driving control of the fourth power device, an active enclasping and locking mechanism of the climbing frames to the pier column can be achieved. And radial supporting force is provided for the hanging basket by combining the radial adjusting function of the second walking wheel and the enclasping type abutting connection of the third walking wheel, so that transverse shaking of the hanging basket during operation is reduced, and the anti-overturning capacity of the whole system is improved.
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Description

Technical Field

[0001] The present invention relates to the technical field of road and bridge safety construction, and in particular to a road and bridge safety construction system and construction method. Background Art

[0002] With the continuous development of bridge engineering in recent years, cap beam construction techniques have become increasingly mature and diverse. The traditional hoop method for cap beam construction has long been favored by construction companies due to its lightweight structure, the lack of extensive support, simplicity compared to other construction methods, strong adaptability, and short construction period. When constructing a cap beam using the hoop method, the hoop must first be installed on the pier column. The hoop is typically located slightly below the top of the pier column, high off the ground, and suspended. To ensure safe installation, scaffolding or a construction ladder must be erected around the pier column, allowing workers to stand on the scaffolding or ladder to install the hoop. Both construction platforms suffer from high material consumption and low construction efficiency. Furthermore, if the bridge is located in hazardous areas such as rivers, deep trenches, or soft soil and mud, foundation preparation is often required, resulting in high construction costs and safety risks.

[0003] The invention with the application number CN201520966501.5 of the prior art discloses a safe operating platform for pier columns, including a supporting structure supported by the top of the pier column, two symmetrically arranged hanging baskets fixedly connected at both ends of the supporting structure, the two hanging baskets are connected by two tie rods, the two tie rods are respectively arranged on the front and rear sides of the pier column, the two tie rods are connected by two connecting rods, and the two connecting rods are respectively arranged on the left and right sides of the pier column. The present invention is hung on the existing pier column through the supporting structure, and has reliable bearing capacity. The hanging baskets on the left and right sides of the pier column are connected by a shoulder beam at the upper part and by a tie rod at the lower part, with strong integrity, high safety factor and good stability. At the same time, the present invention has the characteristics of simple structure, high construction efficiency, multiple turnover use, low cost and easy use.

[0004] However, the above-mentioned prior art has the following defects: since there is a certain space between the inner side of the hanging basket platform and the pier column, the platform may slide during operation, thereby reducing the safety of the operation. Summary of the Invention

[0005] Therefore, in order to solve the above-mentioned shortcomings, the present invention provides a road and bridge safety construction system and construction method to reduce the shaking of the hanging basket during operation.

[0006] In one aspect, the present invention provides a road and bridge safety construction system, comprising: a hoisting unit fixed to the top of the pier; A climbing frame is connected to a hoisting unit via a steel cable, and the hoisting unit drives the climbing frame to move along the axis of the pier column; A hanging basket, wherein the hanging basket is integrally mounted on the climbing frame; The climbing frame comprises: Fixed climbing frame; A movable climbing frame, the movable climbing frame being pivotally connected to the fixed climbing frame; a fourth power device, which drives the movable climbing frame to pivot so as to hold or release the pier column; The movable climbing frame comprises a movable frame, on which a third running wheel is mounted. When the movable climbing frame hugs the pier column, the third running wheel abuts against the pier column.

[0007] Furthermore, the fixed climbing frame includes: A main frame body, on which the movable climbing frame is pivotally mounted; a third power device, the third power device being fixedly mounted on the main frame; The second running wheel is installed on the third power device and is driven by the third power device to move along the radial direction of the pier column.

[0008] The present invention utilizes a pivotal connection between the fixed and movable climbing frames, coupled with the drive control of a fourth power unit, to achieve an active locking mechanism for the climbing frame to grip the pier column. Combined with the radial adjustment function of the second running wheel and the gripping contact of the third running wheel, this provides radial support for the hanging basket, thereby reducing lateral movement during operation and enhancing the overall system's anti-overturning capability.

[0009] Furthermore, the construction system also includes a circular unit, which drives the hanging basket to move along the circumference of the pier.

[0010] Furthermore, the annular unit includes: An annular track, wherein the annular track is partially arranged around the short column, the annular track is fixedly mounted on the main frame, and the annular track includes a second track, and the front and rear surfaces of the second track are both provided with limiting grooves; The second track wheel, the first track wheel is arranged corresponding to the second track, the two sets of rollers of the second track wheel are arranged on the front and rear sides of the second track, and cooperate with the limiting grooves on the front and rear surfaces of the second track, and the second track wheel is fixedly installed on the hanging basket; The second power device drives one or two groups of rollers of the second track wheel to rotate, so as to drive the second track wheel to move along the second track.

[0011] Furthermore, the circular track further comprises a first track, the first track is arranged parallel to the second track, and the upper and lower surfaces of the first track are provided with limiting grooves; The circulating unit further includes a first track wheel, which is arranged corresponding to the first track. Two groups of rollers of the first track wheel are arranged on the upper and lower sides of the first track and cooperate with the limiting grooves on the upper and lower surfaces of the first track.

[0012] Furthermore, the circular track further includes: first power unit; The first running wheel is installed on the first power device and is driven by the first power device to move along the radial direction of the pier column.

[0013] The winch unit drives the climbing frame to move along the axis of the pier column, and the circular unit drives the hanging basket to move circumferentially along the pier column. The two cooperate to realize the multi-degree-of-freedom movement of the hanging basket in the axial and circumferential directions, so as to flexibly adjust the position of the hanging basket according to the needs of pier construction operations.

[0014] Furthermore, the construction system also includes a safety control module, and the safety control module includes: Data receiving unit, used to obtain winch unit load data, basket inclination data, wind speed, winch unit temperature and humidity data; The hoisting unit load monitoring unit is used to calculate the actual hoisting unit load according to the wind speed and the hoisting unit load data, and obtain the actual hoisting unit load calculation result; A temperature and humidity anomaly judgment unit is used to judge the temperature and humidity anomaly based on the temperature and humidity data of the hoisting unit and obtain a temperature and humidity anomaly judgment result; The risk coefficient calculation unit is used to calculate the risk coefficient based on the actual winch unit load calculation result, temperature and humidity abnormality judgment result, wind speed, and basket inclination angle data to obtain the risk coefficient calculation result; The early warning unit generates an early warning signal based on the risk coefficient calculation result, and sends the early warning signal to the alarm module so that the alarm module executes an alarm action.

[0015] Furthermore, the actual winch unit load is calculated as follows: ; in, N is the calculation result of the actual winch unit load, in Newton; N 0 is the load data of the winch unit, in Newton; ρ is the air density in kilograms per cubic meter; A is the windward area in square meters; v is the wind speed in meters per second.

[0016] Furthermore, the risk coefficient is calculated as follows: ; in, ε is the risk factor; N max is the load threshold of the winch unit, in Newton; θ is the inclination angle of the hanging basket; θ max is the basket inclination angle threshold; v max is the wind speed threshold, in meters per second; H is the temperature and humidity coefficient, which is 1 when abnormal, and 0 otherwise. ω 1. ω 2. ω 3. ω 4 is the weight.

[0017] Through the risk coefficient calculation unit, parameters such as load anomalies, temperature and humidity data, basket inclination offset and wind speed are mapped to a unified risk level, generating a graded warning signal, thereby realizing operation risk warning.

[0018] On the other hand, the present invention also provides a road and bridge safety construction method, characterized in that the construction method comprises: The fourth power device drives the movable climbing frame to rotate so that the movable climbing frame approaches the pier column until the third running wheel abuts against the circumference of the pier column. The third power device drives the second running wheel to move linearly so that the second running wheel abuts against the circumference of the pier column. The first power device drives the first running wheel to move linearly so that the first running wheel abuts against the circumference of the pier column. The above processes are carried out simultaneously. The winch unit works by stretching or loosening the steel cable to make the climbing frame move vertically along the pier, and the hanging basket moves vertically along with the climbing frame; After reaching the preset construction height, if the hanging basket and the working point are offset in horizontal position, the second power device is started to drive the hanging basket to move along the circular track through the power device so that the hanging basket moves to the preset working point position; When performing hanging basket operation, the safety control module obtains the hoisting unit load data, hanging basket inclination data, wind speed, and hoisting unit temperature and humidity data; Calculate the actual hoist unit load based on the wind speed and hoist unit load data to obtain the actual hoist unit load calculation result; Perform temperature and humidity anomaly judgment based on the temperature and humidity data of the winch unit to obtain the temperature and humidity anomaly judgment result; The risk coefficient is calculated based on the actual winch unit load calculation results, temperature and humidity anomaly judgment results, wind speed, and basket inclination data to obtain the risk coefficient calculation results; An early warning signal is generated based on the risk coefficient calculation result, and the early warning signal is sent to the alarm module so that the alarm module executes the alarm behavior.

[0019] The present invention has the following advantages: It provides a safe road and bridge construction system and method to reduce the sway of the hanging basket during operation. Specifically, the present invention utilizes a pivotal connection structure between the movable climbing frame and the fixed climbing frame, coupled with the drive control of a fourth power unit, to implement an active locking mechanism for the climbing frame to the pier column. When the third running wheel forms abutment contact with the pier column, it provides radial support for the hanging basket, thereby reducing the sway of the hanging basket during construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 It is a structural diagram of the construction system; Figure 2 yes Figure 1 A schematic diagram of the structure of the ring unit in the construction system shown; Figure 3 yes Figure 2 A schematic structural diagram of the circular track in the circular unit shown; Figure 4 yes Figure 1 A schematic diagram of the structure of the climbing frame in the construction system shown; Figure 5 yes Figure 4 A schematic structural diagram of a fixed climbing frame in the climbing frame shown; Figure 6 yes Figure 4 A schematic structural diagram of a movable climbing frame in the climbing frame shown; Figure 7 yes Figure 1 a logical diagram of the construction system shown; Figure 8 yes Figure 7 The logical diagram of the risk warning module in the construction system shown; 10. Sensor module; 20 alarm modules; 30. Risk warning module; 31. Data receiving unit; 32. Winch load monitoring unit; 33. Temperature and humidity abnormality judgment unit; 34. Risk coefficient calculation unit; 36. Database; 35. Warning unit; 40. Monitoring module; 100, pier column; 200, winch unit; 300, hanging basket; 400, circular unit; 410, circular track; 411, first track; 412, second track; 413, first running wheel; 414, first power device; 420, second track wheel; 430, second power device; 440, first track wheel; 500, climbing frame; 510, fixed climbing frame; 511, main frame; 512, third power device; 513, second running wheel; 520, movable climbing frame; 521, movable frame; 522, third running wheel. DETAILED DESCRIPTION

[0021] The following describes in detail embodiments of the present application, examples of which are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are intended to be used to explain the present application, and should not be construed as limiting the present application.

[0022] In this document, relational terms such as first and second, etc., are used only to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "comprises," "includes," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that includes a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0023] As described in the background art, since there is a certain space between the inner side of the hanging basket platform and the pier column, the platform may slide during operation, reducing the safety of the operation.

[0024] Therefore, in order to solve the above technical problems existing in the prior art, the present invention provides the following embodiments.

[0025] Example 1: This embodiment provides a road and bridge safety construction system. Figure 1 As shown, the construction system includes: A hoisting unit 200, which is fixed to the top of the pier 100; A climbing frame 500, which is connected to a hoisting unit via a steel cable, and is driven by the hoisting unit to move along the axis of the pier column; A hanging basket 300, wherein the hanging basket is integrally mounted on the climbing frame; like Figure 4 As shown, the climbing frame includes: Fixed climbing frame 510; A movable climbing frame 520, wherein the movable climbing frame is pivotally connected to the fixed climbing frame; The fourth power device 530 drives the movable climbing frame to pivot so as to hold or release the pier column; like Figure 6As shown, the movable climbing frame includes a movable frame 521, on which a third running wheel 522 is installed. When the movable climbing frame hugs the pier column, the third running wheel abuts against the pier column.

[0026] In this embodiment, there are two groups of movable climbing frames, and the two groups of movable climbing frames are arranged on both sides of the fixed climbing frame opposite to each other. The two groups of movable climbing frames can be connected to the fixed climbing frame through the same connecting shaft. The fourth power device can be selected from a pneumatic cylinder, an electric cylinder, or a hydraulic cylinder, preferably a hydraulic cylinder. At this time, the fourth power device can be movably connected to the two groups of movable climbing frames respectively, and the rotation of the movable climbing frame can be driven by the telescopic movement of its telescopic rod.

[0027] For example, Figure 5 As shown, the fixed climbing frame may include: A main frame 511 on which the movable climbing frame is pivotally mounted; A third power device 512, which is fixedly mounted on the main frame; The second running wheel 513 is mounted on the third power device and is driven by the third power device to move along the radial direction of the pier column.

[0028] In this embodiment, the two groups of movable climbing frames can be coaxially installed on the main frame, and the third power device can be selected from a pneumatic cylinder, an electric cylinder, or a hydraulic cylinder, preferably a hydraulic cylinder.

[0029] When this embodiment is in use, the fourth power device drives the movable climbing frame to rotate so that the movable climbing frame approaches the pier until the third walking wheel abuts against the circumference of the pier, and the third power device drives the second walking wheel to move linearly so that the second walking wheel abuts against the circumference of the pier. The above processes are carried out simultaneously, and then the winch unit works to stretch or relax the steel cable to make the climbing frame move vertically linearly along the pier, and the hanging basket moves vertically linearly with the climbing frame.

[0030] This embodiment uses a pivotal connection structure between a fixed climbing frame and a movable climbing frame, in conjunction with the drive control of the fourth power device, to achieve active clamping and locking of the climbing frame to the pier column. Combined with the radial adjustment function of the second walking wheel 513 and the clamping abutment of the third walking wheel 522, radial support force can be provided for the hanging basket, thereby reducing the lateral shaking of the hanging basket during operation and improving the anti-overturning ability of the overall system.

[0031] In addition, if Figure 1 As shown, the construction system further includes a circular unit 400, which drives the hanging basket to move along the circumference of the pier.

[0032] For example, Figure 2 As shown, the annular unit may include: The circular track 410 is partially arranged around the short column and is fixedly mounted on the main frame. The circular track includes a second track 412, and the front and rear surfaces of the second track are both provided with limit grooves; The second track wheel 420 is provided corresponding to the second track. The two sets of rollers of the second track wheel are provided on the front and rear sides of the second track and cooperate with the limiting grooves on the front and rear surfaces of the second track. The second track wheel is fixedly mounted on the hanging basket; The second power device 430 drives one or two groups of rollers of the second track wheel to rotate, so as to drive the second track wheel to move along the second track.

[0033] In addition, the circular track further includes a first track 411, which is arranged parallel to the second track, and has limiting grooves on the upper and lower surfaces of the first track; The circulating unit further includes a first track wheel 440 , which is arranged corresponding to the first track. Two groups of rollers of the first track wheel are arranged on the upper and lower sides of the first track and cooperate with the limiting grooves on the upper and lower surfaces of the first track.

[0034] In this embodiment, the first track and the second track are connected by a column, and the second power device can be a servo motor, a stepper motor or other device that can realize the rotation of the roller. The second power device can directly drive the roller to rotate, and can also be connected to a group of rollers or two groups of rollers through a reducer, a sprocket transmission mechanism or other transmission mechanism with power transmission function.

[0035] In addition, the circular track may further include: First power unit 414; The first running wheel 413 is mounted on the first power device and is driven by the first power device to move radially along the pier column.

[0036] In this embodiment, the first power device is fixedly installed on the column. The first power device can be a pneumatic cylinder, an electric cylinder, or a hydraulic cylinder, and a hydraulic cylinder is preferred.

[0037] In this embodiment, when the winch unit lifts the hanging basket to the preset construction height, if the hanging basket and the working point are offset in the horizontal position, the second power device can be started at this time, and the hanging basket can be driven by the second power device to move along the circular track, so that the hanging basket moves to the preset working point position, thereby realizing the "correction" of the hanging basket's working position; in this embodiment, the winch unit drives the climbing frame to move along the pier column axis, and the circular unit drives the hanging basket to move circumferentially along the pier column. The two cooperate to realize the axial and circumferential multi-degree-of-freedom movement of the hanging basket, so that the position of the hanging basket can be flexibly adjusted according to the requirements of the pier construction operation.

[0038] In this embodiment, if Figure 7 As shown, the construction system may further include a safety control 30, such as Figure 8 As shown, the security control module may include: The data receiving unit 31 is used to obtain the hoisting unit load data, the hanging basket inclination data, the wind speed, and the hoisting unit temperature and humidity data; The hoisting unit load monitoring unit 32 is used to calculate the actual hoisting unit load according to the wind speed and the hoisting unit load data to obtain the actual hoisting unit load calculation result; The temperature and humidity abnormality judgment unit 33 is used to judge the temperature and humidity abnormality according to the temperature and humidity data of the hoisting unit and obtain the temperature and humidity abnormality judgment result; The risk coefficient calculation unit 34 is used to calculate the risk coefficient based on the actual winch unit load calculation result, the temperature and humidity abnormality judgment result, the wind speed, and the basket inclination angle data to obtain the risk coefficient calculation result; The early warning unit 35 generates an early warning signal based on the risk coefficient calculation result, and sends the early warning signal to the alarm module 20 so that the alarm module performs an alarm action.

[0039] Specifically, the actual winch unit load is calculated as follows: ; in, N is the calculation result of the actual winch unit load, in Newton; N 0 is the load data of the winch unit, in Newton; ρ is the air density in kilograms per cubic meter; A is the windward area in square meters; v is the wind speed in meters per second.

[0040] The risk factor is calculated as follows: ; in, ε is the risk factor; N max is the load threshold of the winch unit, in Newton; θ is the inclination angle of the hanging basket; θ max is the basket inclination angle threshold; v max is the wind speed threshold, in meters per second; H is the temperature and humidity coefficient, which is 1 when abnormal, and 0 otherwise. ω 1. ω 2. ω 3. ω 4 is the weight.

[0041] In this embodiment, the relationship between the above weights is as follows:

[0042] For example, ω 1. ω 2. ω 3. ω 4 can be taken as 0.4, 0.35, 0.15, and 0.1 respectively; In addition, after obtaining the risk coefficient calculation result, the early warning unit performs risk level matching on the risk coefficient settlement result according to the risk level-risk coefficient matching table to obtain a risk level matching result. The risk levels can be divided into level I, level II, and level III from low to high; level I risk is low risk, level II risk is relatively high risk, and level III risk is high risk; after receiving the early warning signal, the alarm module warns through one or more of sound, light, text message or other warning signals. For example, at level I risk, the warning module can give a prompt by displaying a green light. At this time, the winch unit and the ring unit work normally. At level II risk, the warning module can give a prompt by displaying a yellow light. At this time, the winch unit and the ring unit reduce the operating speed. At level III risk, the warning module can give a warning through a red light and a buzzer sound prompt. At this time, the winch unit will lower the hanging basket to a safe height.

[0043] In this embodiment, the construction system may further include a sensing module 10, which may include an anemometer, a load sensor, a temperature and humidity sensor, an angle sensor, and the like. By placing the sensing module at preset locations on the hoist unit and the basket, the system can collect data such as the hoist unit's load, temperature and humidity, wind speed, and basket offset angle. The construction system may further include a monitoring unit 40, which can obtain data such as the hoist unit's load, temperature and humidity, wind speed, and basket offset angle in real time, as well as temperature and humidity anomaly determination results, actual hoist unit load calculation structure, risk factor calculation results, and risk level matching results. The monitoring unit can also input user instructions to generate control signals to the risk warning module.

[0044] In this embodiment, the risk warning module may further include a database 36 storing standard data such as a risk level-risk coefficient matching table, a threshold table, and a temperature and humidity anomaly judgment structure-temperature and humidity coefficient matching table.

[0045] This embodiment uses a risk coefficient calculation unit to map parameters such as load anomalies, temperature and humidity data, basket tilt offset and wind speed into a unified risk level, generate a graded warning signal, and thus achieve operation risk warning.

[0046] Example 2: This embodiment provides a road and bridge safety construction method, which uses the construction system described in Example 1 and includes: The fourth power device drives the movable climbing frame to rotate so that the movable climbing frame approaches the pier column until the third running wheel abuts against the circumference of the pier column, the third power device drives the second running wheel to move linearly so that the second running wheel abuts against the circumference of the pier column, and the first power device drives the first running wheel to move linearly so that the first running wheel abuts against the circumference of the pier column, and the above processes are carried out simultaneously; The winch unit works by stretching or loosening the steel cable to make the climbing frame move vertically along the pier, and the hanging basket moves vertically along with the climbing frame; After reaching the preset construction height, if the hanging basket and the working point are offset in horizontal position, the second power device is started to drive the hanging basket to move along the circular track through the power device so that the hanging basket moves to the preset working point position; When performing hanging basket operation, the safety control module obtains the hoisting unit load data, hanging basket inclination data, wind speed, and hoisting unit temperature and humidity data; Calculate the actual hoist unit load based on the wind speed and hoist unit load data to obtain the actual hoist unit load calculation result; Specifically, the actual winch unit load is calculated as follows: ; in, N is the calculation result of the actual winch unit load, in Newton; N 0 is the load data of the winch unit, in Newton; ρ is the air density in kilograms per cubic meter; A is the windward area in square meters; v is the wind speed in meters per second.

[0047] Perform temperature and humidity anomaly judgment based on the temperature and humidity data of the winch unit to obtain the temperature and humidity anomaly judgment result; The risk coefficient is calculated based on the actual winch unit load calculation results, temperature and humidity anomaly judgment results, wind speed, and basket inclination data to obtain the risk coefficient calculation results; Specifically, the risk coefficient is calculated as follows: ; in, ε is the risk factor; N max is the load threshold of the winch unit, in Newton; θ is the inclination angle of the hanging basket; θ max is the basket inclination angle threshold; v max is the wind speed threshold, in meters per second; H is the temperature and humidity coefficient, which is 1 when abnormal, and 0 otherwise. ω 1. ω 2. ω 3. ω 4 is the weight.

[0048] In this embodiment, the relationship between the above weights is as follows:

[0049] For example, ω 1. ω 2. ω 3. ω 4 can be taken as 0.4, 0.35, 0.15, and 0.1 respectively; An early warning signal is generated based on the risk coefficient calculation result, and the early warning signal is sent to the alarm module so that the alarm module executes the alarm behavior.

[0050] After obtaining the risk coefficient calculation result, the early warning unit matches the risk coefficient settlement result with the risk level according to the risk level-risk coefficient matching table to obtain the risk level matching result. The risk levels can be divided into level I, level II, and level III from low to high; level I risk is low risk, level II risk is relatively high risk, and level III risk is high risk; after receiving the early warning signal, the alarm module warns through one or more of sound, light, text message or other warning signals. For example, at level I risk, the warning module can give a prompt by displaying a green light. At this time, the winch unit and the annular unit work normally. At level II risk, the warning module can give a prompt by displaying a yellow light. At this time, the winch unit and the annular unit reduce the operating speed. At level III risk, the warning module can give a warning through a red light and a buzzer sound prompt. At this time, the winch unit will lower the hanging basket to a safe height.

[0051] The above description of the disclosed embodiments is intended to enable one skilled in the art to implement or use the present invention. Various modifications to these embodiments will be readily apparent to one skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention. Therefore, the present invention is not limited to the embodiments shown herein but is intended to conform to the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. A road and bridge safety construction system, characterized in that: include: a hoisting unit fixed to the top of the pier; A climbing frame is connected to a hoisting unit via a steel cable, and the hoisting unit drives the climbing frame to move along the axis of the pier column; A hanging basket, wherein the hanging basket is integrally mounted on the climbing frame; The climbing frame comprises: Fixed climbing frame; A movable climbing frame, the movable climbing frame being pivotally connected to the fixed climbing frame; a fourth power device, which drives the movable climbing frame to pivot so as to hold or release the pier column; The movable climbing frame comprises a movable frame, on which a third running wheel is mounted. When the movable climbing frame hugs the pier column, the third running wheel abuts against the pier column.

2. A road and bridge safety construction system according to claim 1, characterized in that: The fixed climbing frame comprises: A main frame body, on which the movable climbing frame is pivotally mounted; a third power device, the third power device being fixedly mounted on the main frame; The second running wheel is installed on the third power device and is driven by the third power device to move along the radial direction of the pier column.

3. A road and bridge safety construction system according to claim 2, characterized in that: The construction system further comprises a circular unit, which drives the hanging basket to move along the circumference of the pier.

4. A road and bridge safety construction system according to claim 3, characterized in that: The annular unit comprises: An annular track, wherein the annular track is partially arranged around the short column, the annular track is fixedly mounted on the main frame, and the annular track includes a second track, and the front and rear surfaces of the second track are both provided with limiting grooves; The second track wheel, the first track wheel is arranged corresponding to the second track, the two sets of rollers of the second track wheel are arranged on the front and rear sides of the second track, and cooperate with the limiting grooves on the front and rear surfaces of the second track, and the second track wheel is fixedly installed on the hanging basket; The second power device drives one or two groups of rollers of the second track wheel to rotate, so as to drive the second track wheel to move along the second track.

5. A road and bridge safety construction system according to claim 4, characterized in that: The circular track further comprises a first track, the first track is arranged parallel to the second track, and the upper and lower surfaces of the first track are provided with limiting grooves; The circulating unit further includes a first track wheel, which is arranged corresponding to the first track. Two groups of rollers of the first track wheel are arranged on the upper and lower sides of the first track and cooperate with the limiting grooves on the upper and lower surfaces of the first track.

6. A road and bridge safety construction system according to claim 5, characterized in that: The circular track also includes: first power unit; The first running wheel is installed on the first power device and is driven by the first power device to move along the radial direction of the pier column.

7. A road and bridge safety construction system according to claim 3, characterized in that: The construction system also includes a safety control module, and the safety control module includes: Data receiving unit, used to obtain winch unit load data, basket inclination data, wind speed, winch unit temperature and humidity data; The hoisting unit load monitoring unit is used to calculate the actual hoisting unit load according to the wind speed and the hoisting unit load data, and obtain the actual hoisting unit load calculation result; A temperature and humidity anomaly judgment unit is used to judge the temperature and humidity anomaly based on the temperature and humidity data of the hoisting unit and obtain a temperature and humidity anomaly judgment result; The risk coefficient calculation unit is used to calculate the risk coefficient based on the actual winch unit load calculation result, temperature and humidity abnormality judgment result, wind speed, and basket inclination angle data to obtain the risk coefficient calculation result; The early warning unit generates an early warning signal based on the risk coefficient calculation result, and sends the early warning signal to the alarm module so that the alarm module executes an alarm action.

8. A road and bridge safety construction system according to claim 6, characterized in that: The actual winch unit load is calculated as follows: ; in, N is the calculation result of the actual winch unit load, in Newton; N 0 is the load data of the winch unit, in Newton; ρ is the air density in kilograms per cubic meter; A is the windward area in square meters; v is the wind speed in meters per second.

9. A road and bridge safety construction system according to claim 6, characterized in that: The risk factor is calculated as follows: ; in, ε is the risk factor; N max is the load threshold of the winch unit, in Newton; θ is the inclination angle of the hanging basket; θ max is the basket inclination angle threshold; v max is the wind speed threshold, in meters per second; H is the temperature and humidity coefficient, which is 1 when abnormal, and 0 otherwise; ω 1. ω 2. ω 3. ω 4 is the weight.

10. A road and bridge safety construction method, characterized in that: The construction method comprises: The fourth power device drives the movable climbing frame to rotate so that the movable climbing frame approaches the pier column until the third running wheel abuts against the circumference of the pier column. The third power device drives the second running wheel to move linearly so that the second running wheel abuts against the circumference of the pier column. The first power device drives the first running wheel to move linearly so that the first running wheel abuts against the circumference of the pier column. The above processes are carried out simultaneously. The winch unit works by stretching or loosening the steel cable to make the climbing frame move vertically along the pier, and the hanging basket moves vertically along with the climbing frame; After reaching the preset construction height, if the hanging basket and the working point are offset in horizontal position, the second power device is started to drive the hanging basket to move along the circular track through the power device so that the hanging basket moves to the preset working point position; When performing hanging basket operation, the safety control module obtains the hoisting unit load data, hanging basket inclination data, wind speed, and hoisting unit temperature and humidity data; Calculate the actual hoist unit load based on the wind speed and hoist unit load data to obtain the actual hoist unit load calculation result; Perform temperature and humidity anomaly judgment based on the temperature and humidity data of the winch unit to obtain the temperature and humidity anomaly judgment result; The risk coefficient is calculated based on the actual winch unit load calculation results, temperature and humidity anomaly judgment results, wind speed, and basket inclination data to obtain the risk coefficient calculation results; An early warning signal is generated based on the risk coefficient calculation result, and the early warning signal is sent to the alarm module so that the alarm module executes the alarm behavior.

Citation Information

Patent Citations

  • A security operating platform for pier stud

    CN205242264U