阅读说明：本技术 一种检测桥梁与支座脱空时主梁倾斜度的方法及装置 (Method and device for detecting inclination of main beam when bridge and support are disengaged ) 是由 张鹏 肖金辉 赵展 赵盈皓 张强兵 程楚浩 谢明娜 黄紫琪 刘洋 赖林智 于 2021-08-09 设计创作，主要内容包括：本发明公开了一种检测桥梁与支座脱空时主梁倾斜度的方法及装置,方法包括以下步骤：布置检测点：在支座外周面的同一水平面上绕所述主座的轴线等间距地设置偶数个检测点,每两个所述检测点设置在同一径向上且为一组检测组；每一检测点上设置有位移检测器,所述位移检测器用于实时检测所在检测点和桥梁底面之间的位移变化；最大位移检测：各检测点上的位移检测器测得位移值,挑选出位移值最大的检测点所在的检测组；计算：根据挑选出的检测组中两个检测点的位移值,结合所述支座的直径,计算获得最大脱空距离,进而计算获得主梁倾斜度。本检测桥梁与支座脱空时主梁倾斜度的方法及装置,其可倾斜度,检测方便,且测量结果更加精确。(The invention discloses a method and a device for detecting the inclination of a main beam when a bridge and a support are disengaged, wherein the method comprises the following steps: arranging detection points: an even number of detection points are arranged on the same horizontal plane of the outer peripheral surface of the support seat at equal intervals around the axis of the main seat, and every two detection points are arranged in the same radial direction and form a group of detection groups; a displacement detector is arranged on each detection point and is used for detecting displacement change between the detection point and the bottom surface of the bridge in real time; detecting the maximum displacement: measuring a displacement value by a displacement detector on each detection point, and selecting a detection group where the detection point with the largest displacement value is located; and (3) calculating: and calculating to obtain the maximum clearance distance according to the displacement values of the two detection points in the selected detection group and the diameter of the support, and further calculating to obtain the inclination of the main beam. The method and the device for detecting the inclination of the main beam when the bridge and the support are separated from each other can be used for detecting the inclination, the detection is convenient, and the measurement result is more accurate.)

1. A method for detecting the inclination of a main beam when a bridge and a support are disengaged is characterized by comprising the following steps:

arranging detection points: an even number of detection points are arranged on the same horizontal plane of the outer peripheral surface of the support seat at equal intervals around the axis of the main seat, and every two detection points are arranged in the same radial direction and form a group of detection groups; a displacement detector is arranged on each detection point and is used for detecting displacement change between the detection point and the bottom surface of the bridge in real time;

detecting the maximum displacement: measuring a displacement value by a displacement detector on each detection point, and selecting a detection group where the detection point with the largest displacement value is located;

and (3) calculating: and calculating to obtain the maximum clearance distance according to the displacement values of the two detection points in the selected detection group and the diameter of the support, and further calculating to obtain the inclination of the main beam.

2. The method for detecting the inclination of the main beam when the bridge and the support are empty as claimed in claim 1, wherein in the step of arranging the detection points, after the displacement detectors are arranged, when the bridge is unloaded, each displacement detector measures the distance between the detection point and the bridge floor as an initial value, and the difference between the subsequently measured distance and the initial value is the displacement variation value.

3. The method for detecting the inclination of the main beam during the bridge and support clearance according to claim 1, wherein in the step of calculating, two detection points of the selected detection group are respectively a lifting point and a descending point, and the maximum clearance distance is calculated by adopting the following formula:

wherein L is the maximum clearance distance, D is the diameter of the support, and Δ H₁For the displacement value of the lifting point,. DELTA.H₂Is the displacement value of the drop point.

4. The method for detecting the inclination of the main beam when the bridge and the support are empty as claimed in claim 3, wherein in the step of calculating, the inclination of the main beam is calculated by adopting the following formula:

wherein L is the maximum clearance distance, D is the diameter of the support, and Δ H₁And alpha is the inclination angle of the main beam, and is the displacement value of the lifting point.

5. Method for detecting the inclination of a main beam in the case of bridge-to-pedestal separation according to any one of claims 1 to 4, characterized in that an alarm is given if said inclination is outside a safe range.

6. The utility model provides a device of girder gradient when detecting bridge and support are vacated which characterized in that includes: a plurality of displacement detectors and a data processing center;

an even number of detection points are arranged on the same horizontal plane of the outer peripheral surface of the support at equal intervals around the axis of the main seat, and every two detection points are arranged in the same radial direction and form a group of detection groups; the displacement detector is arranged on each detection point and is used for detecting displacement data between the detection point and the bottom surface of the bridge in real time;

the data processing center comprises a data acquisition module, a data screening module and a calculation module; the data acquisition module is used for acquiring displacement data of each detector; the data screening module is used for selecting displacement data of two detection points of a detection group where the maximum displacement data are located from the displacement data collected by the data collection module; the calculation module is used for calculating the displacement data of the two detection points screened by the data screening module and the diameter of the support to obtain the maximum clearance distance, and further calculating to obtain the inclination of the main beam.

7. The device for detecting the inclination of the main beam when the bridge and the support are disengaged according to claim 6, wherein: the displacement detector is a stay wire type displacement detector, the stay wire type displacement detector comprises a detector main body and a measuring wire extending out of the detector main body, the detector main body is fixedly connected with the support at a corresponding detecting point, the outer end of the measuring wire is fixedly connected with the bottom surface of the bridge above the corresponding detecting point, and the detector main body is in communication connection with the data acquisition module.

8. The device for detecting the inclination of the main beam when the bridge and the support are disengaged according to claim 7, wherein: in the calculation module, the displacement data of the two detection points of the selected detection group are respectively used as the displacement data of the lifting point and the displacement data of the descending point, and the maximum clearance distance is calculated and obtained by adopting the following formula:

wherein L is the maximum clearance distance, D is the diameter of the support, and Δ H₁For lifting point displacement data, Δ H₂The data is shifted for the falling point.

9. The device for detecting the inclination of the main beam when the bridge and the support are disengaged according to claim 8, wherein the calculation module calculates the inclination of the main beam by adopting the following formula:

wherein L is the maximum clearance distance, D is the diameter of the support, and Δ H₁And alpha is the inclination angle of the main beam, and is the displacement data of the lifting point.

10. Device for detecting the inclination of a main beam in the case of bridge and support separation according to any one of claims 6 to 9, characterized in that said data processing center further comprises an early warning module and an alarm connected to said early warning module, said early warning module being configured to compare said inclination with a preset safety threshold, said alarm giving an alarm when said inclination is greater than said preset safety threshold.

Technical Field

The invention belongs to the technical field of bridge detection, and particularly relates to a method and a device for detecting the inclination of a main beam when a bridge and a support are disengaged.

Background

In the aspect of bridge bearing vacancy detection, the invention patent application with the prior publication number of CN 110864597A discloses a bridge bearing vacancy amount detection device, but in the scheme, detection personnel need to reach the bearing through auxiliary equipment to measure, and the measured value is a static fixed value, which is applicable to the occurrence of unrecoverable vacancy. However, a small amount of bridge supports are emptied when heavy vehicles drive through, and the bridge supports are reset when heavy vehicles do not drive through, and the technical measures of the patent cannot solve the problem of the emptying in the dynamic process and cannot effectively monitor risks.

The detection of the support void area is actually used for helping to monitor bridge risks, and the support void area is a very important parameter, but in actual processing, the bridge risks are measured by the finally adopted main beam inclination, the main beam inclination is generally calculated through the void area of the support, and the main beam inclination is calculated through a zero stress area of the support. However, for the reasons described above, it is difficult to monitor the amount of void. Of course, the method is also used for directly measuring the inclination of the girder, but if the inclination angle is measured by arranging the measuring points on two sides of the girder, the urban bridge is provided with more decorative layers, the thickness of the decorative layers on the two sides is uneven, so that errors are caused to the measurement, and in addition, for a wider beam bottom, the measuring points on the two sides cannot be ensured to be positioned on the same cross section, so that the measurement result has larger errors.

Therefore, a new technology is needed to solve the problems that the bridge support is inconvenient to empty and detect and the measurement result of the inclination of the main beam has large errors in the prior art.

Disclosure of Invention

In order to solve the problems in the prior art, the invention provides a method and a device for detecting the inclination of a main beam when a bridge and a support are disengaged, the inclination can be detected conveniently, and the measurement result is more accurate.

The invention adopts the following technical scheme:

a method for detecting the inclination of a main beam when a bridge and a support are disengaged comprises the following steps:

arranging detection points: an even number of detection points are arranged on the same horizontal plane of the outer peripheral surface of the support seat at equal intervals around the axis of the main seat, and every two detection points are arranged in the same radial direction and form a group of detection groups; a displacement detector is arranged on each detection point and is used for detecting displacement change between the detection point and the bottom surface of the bridge in real time;

detecting the maximum displacement: measuring a displacement value by a displacement detector on each detection point, and selecting a detection group where the detection point with the largest displacement value is located;

and (3) calculating: and calculating to obtain the maximum clearance distance according to the displacement values of the two detection points in the selected detection group and the diameter of the support, and further calculating to obtain the inclination of the main beam.

As a further improvement of the technical solution of the present invention, in the step of arranging the detection points, after the displacement detectors are arranged, when the bridge is unloaded, each displacement detector measures a distance between the detection point and the bridge floor as an initial value, and a difference between a subsequently measured distance and the initial value is the displacement variation value.

As a further improvement of the technical solution of the present invention, in the step of calculating, two detection points of the selected detection group are a lifting point and a lowering point, respectively, and the maximum clearance distance is calculated by using the following formula:

wherein L is the maximum clearance distance, D is the diameter of the support, and Δ H₁For the displacement value of the lifting point,. DELTA.H₂Is the displacement value of the drop point.

As a further improvement of the technical solution of the present invention, in the calculating step, the main beam inclination is calculated and obtained by using the following formula:

wherein L is the maximum clearance distance, D is the diameter of the support, and Δ H₁And alpha is the inclination angle of the bridge, which is the displacement value of the lifting point.

As a further improvement of the technical scheme of the invention, if the inclination exceeds a safe range, warning is carried out.

A device for detecting the inclination of a main beam when a bridge is disengaged from a support comprises: a plurality of displacement detectors and a data processing center;

an even number of detection points are arranged on the same horizontal plane of the outer peripheral surface of the support at equal intervals around the axis of the main seat, and every two detection points are arranged in the same radial direction and form a group of detection groups; the displacement detector is arranged on each detection point and is used for detecting displacement data between the detection point and the bottom surface of the bridge in real time;

the data processing center comprises a data acquisition module, a data screening module and a calculation module; the data acquisition module is used for acquiring displacement data of each detector; the data screening module is used for selecting displacement data of two detection points of a detection group where the maximum displacement data are located from the displacement data collected by the data collection module; the calculation module is used for calculating the displacement data of the two detection points screened by the data screening module and the diameter of the support to obtain the maximum clearance distance, and further calculating to obtain the inclination of the main beam.

As a further improvement of the technical scheme of the invention, the displacement detector is a pull-wire type displacement detector, the pull-wire type displacement detector comprises a detector main body and a measuring wire extending from the inside of the detector main body, the detector main body is fixedly connected with the support at a corresponding detection point, the outer end of the measuring wire is fixedly connected with the bottom surface of the bridge above the corresponding detection point, and the detector main body is in communication connection with the data acquisition module.

As a further improvement of the technical solution of the present invention, in the calculation module, displacement data of two detection points of the selected detection group are respectively used as displacement data of a lifting point and displacement data of a lowering point, and the maximum clearance distance is calculated by using the following formula:

wherein L is the maximum clearance distance, D is the diameter of the support, and Δ H₁For lifting point displacement data, Δ H₂The data is shifted for the falling point.

As a further improvement of the technical solution of the present invention, in the calculation module, the inclination of the main beam is calculated by using the following formula:

wherein L is the maximum clearance distance, D is the diameter of the support, and Δ H₁And alpha is the inclination angle of the main beam, and is the displacement data of the lifting point.

As a further improvement of the technical solution of the present invention, the data processing center further includes an early warning module and an alarm connected to the early warning module, the early warning module is configured to compare the inclination with a preset safety threshold, and the alarm gives an alarm when the inclination is greater than the preset safety threshold.

Compared with the prior art, the invention has the beneficial effects that:

in the method and the device for detecting the inclination of the girder when the bridge and the support are separated, the detection points are arranged on the outer peripheral surface of the support at equal intervals, the displacement detectors are arranged on the detection points, when the bridge is subjected to displacement change, the displacement detectors can detect the displacement of the bridge, the displacement amounts detected on different detection points are different, and the displacement value of the detection point on the diameter parallel to the inclination direction is the largest, so that the maximum displacement value and the displacement value of the detection point on the same radial direction are adopted for calculation, the inclination of the girder is finally obtained, and the risk is judged according to the inclination. In this scheme, each displacement detector can real-time measurement displacement, and then real time monitoring girder gradient realizes the real-time judgement to the bridge risk.

Drawings

The technology of the present invention will be described in further detail with reference to the accompanying drawings and detailed description below:

FIG. 1 is a schematic view of a bridge when it is being unearthed from a support;

FIG. 2 is a simplified schematic illustration of a bridge when it is empty from a support;

FIG. 3 is a schematic top cross-sectional view of the displacement detector after it is mounted on the mount;

FIG. 4 is a schematic structural view of the displacement detector connected to the support and the bridge;

fig. 5 is a schematic view of the structure of the displacement detector.

Reference numerals:

1-a bridge;

2-a support;

3-a displacement detector; 31-a detector body; 311-a housing; 312-a reel; 313-a processor; 314-a resilient return element; 32-measurement line;

4-a data processing center; 41-a data acquisition module; 42-a data screening module; 43-a calculation module; 44-early warning module; 45-alarm.

Detailed Description

The conception, the specific structure and the technical effects of the present invention will be clearly and completely described in conjunction with the embodiments and the accompanying drawings to fully understand the objects, the schemes and the effects of the present invention. It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The same reference numbers will be used throughout the drawings to refer to the same or like parts.

It should be noted that, unless otherwise specified, when a feature is referred to as being "fixed" or "connected" to another feature, it may be directly fixed or connected to the other feature or indirectly fixed or connected to the other feature. Further, the description of the upper, lower, left, right, etc. used in the present invention is only with respect to the positional relationship of the respective components of the present invention with respect to each other in the drawings.

Referring to fig. 1 to 5, a method for detecting the inclination of a main beam when a bridge and a support are disengaged comprises the following steps:

s1, arranging detection points: an even number of detection points are arranged on the same horizontal plane of the outer peripheral surface of the support 2 at equal intervals around the axis of the main seat, and every two detection points are arranged in the same radial direction and form a group of detection groups; and a displacement detector 3 is arranged on each detection point, and the displacement detector 3 is used for detecting the displacement change between the detection point and the bottom surface of the bridge 1 in real time. The horizontal section of the support 2 is circular, the outer peripheral surface of the support 2 is equally divided on a horizontal plane at equal intervals, for example, 30 detection points are arranged, the 30 detection pieces are equally spaced on the outer peripheral surface of the support 2 around the axis of the main seat and are positioned on the same horizontal plane, each of the 30 detection points has a corresponding detection point on the other side of the axis, the two detection points are on the same diameter, and the two detection points on the same diameter are taken as a group. The displacement detectors 3 are arranged at each detection point, and there are 30 displacement detectors 3 in total, and each displacement detector 3 detects the displacement of the bottom surface of the bridge 1 above it.

When the bridge 1 displaces, each displacement detector 3 can measure the displacement, and because the bridge 1 can be separated from the support 2 and inclined when displacing, the displacement values measured at different points are different, the displacement can be positive (upward displacement) or negative (downward displacement), and the smaller the included angle between the diameter of the detection group and the inclined direction of the bridge 1 (the smallest when parallel, which is equivalent to the included angle of 0), the larger the displacement value measured by the detection group is. On the contrary, the detection group with the maximum displacement value can judge that the included angle between the detection group and the bridge 1 in the inclination direction is minimum, so that the error is smaller when the detection group is used for calculating the inclination.

In this step, after the displacement detectors 3 are arranged, when the bridge 1 is unloaded, each displacement detector 3 measures the distance between the detection point and the bridge floor as an initial value, and the difference between the distance measured subsequently and the initial value is the displacement change value. Of course, the calculation of the displacement variation value can be automatically calculated by the displacement detector 3.

S2, maximum displacement detection: the displacement detector 3 at each detection point measures the displacement value, and the detection group at which the detection point with the largest displacement value is located is selected. At the same time, each displacement detector 3 measures a displacement value, and a detection group on the diameter with the smallest included angle with the inclined direction of the bridge 1 can be determined by selecting the detection point with the largest displacement value. The detection group where the maximum displacement value is selected in the step can be automatically screened out, the displacement values are collected to the data processing center 4, and the data processing center 4 automatically screens the displacement values.

S3, calculating: and calculating to obtain the maximum clearance distance according to the displacement values of the two detection points in the selected detection group and the diameter of the support 2, and further calculating to obtain the inclination of the main beam.

In this step, two detection points of the selected detection group are respectively a lifting point and a descending point, the lifting point is that the bridge 1 above the detection points is lifted upwards, the descending point is that the bridge 1 above the detection points is descended downwards, and the maximum clearance distance is calculated by adopting the following formula:

wherein L is the maximum clearance distance, D is the diameter of the support 2, and Δ H₁For the displacement value of the lifting point,. DELTA.H₂Is the displacement value of the drop point. D is the previously measured diameter of the support 2. In this calculation, the displacement values are taken as absolute values.

The above formula adopts the principle of similar triangle, as shown in fig. 1 and fig. 2, according to the principle of similar triangle, then:

the maximum clearance distance of the bridge 1 from the diameter of the support 2 is thus taken as the absolute value of these displacements in this calculation. .

Next, the main beam inclination is calculated by adopting the following formula:

wherein L is the maximum clearance distance, D is the diameter of the support 2, and Δ H₁The displacement value of the lifting point is alpha, and alpha is the inclination angle of the bridge 1.

And S4, if the inclination exceeds a safety range, warning. A safety range of inclination is preset, and it is determined whether there is a risk of the bridge 1 overturning according to the safety range, for example, the range of inclination is less than 5.

A device for detecting the inclination of a main beam when a bridge is disengaged from a support comprises: a plurality of displacement detectors 3 and a data processing center 4;

an even number of detection points are arranged on the same horizontal plane of the outer peripheral surface of the support 2 at equal intervals around the axis of the main seat, and every two detection points are arranged in the same radial direction and form a group of detection groups; the displacement detector 3 is arranged on each detection point, and the displacement detector 3 is used for detecting displacement data between the detection point and the bottom surface of the bridge 1 in real time. The horizontal section of the support 2 is circular, the outer peripheral surface of the support 2 is equally divided on a horizontal plane at equal intervals, for example, 30 detection points are arranged, the 30 detection pieces are equally spaced on the outer peripheral surface of the support 2 around the axis of the main seat and are positioned on the same horizontal plane, each of the 30 detection points has a corresponding detection point on the other side of the axis, the two detection points are on the same diameter, and the two detection points on the same diameter are taken as a group. The displacement detector 3 is arranged on each detection point, so that 30 displacement detectors 3 are arranged in total, and each displacement detector 3 detects the displacement of the bottom surface of the bridge 1 above the displacement detector 3 to obtain displacement data.

The displacement detector 3 is a pull-wire type displacement detector 3, the pull-wire type displacement detector 3 comprises a detector main body 31 and a measuring wire 32 extending out of the detector main body 31, the detector main body 31 is fixedly connected with the support 2 at a corresponding detection point, the outer end of the measuring wire 32 is fixedly connected with the bottom surface of the bridge 1 above the corresponding detection point, and the detector main body 31 is in communication connection with the data acquisition module 41.

More specifically, the detector main body 31 includes a housing 311, a reel 312, an angle sensor, a processor 313, a data transmission portion, and an elastic reset element 314. The housing 311 has an interior cavity and an outlet. A spool 312 is rotatably disposed within the interior cavity, the spool 312 having a known radius. One end of the measuring wire 32 is wound on the winding drum 312, and the other end of the measuring wire extends out of the shell 311 from the wire outlet and is connected with the bottom surface of the bridge 1 above the detection point, and the measuring wire can be fixed through an adhesive hook. An angle sensor is located in the interior cavity to detect the angle of rotation of the spool 312. The processor 313 is electrically connected to the angle sensor, and the data transmission unit is electrically connected to the processor 313. One end of the elastic reset element 314 is fixedly connected with the housing 311, and the other end is fixedly connected with the winding drum 312. In addition, a power supply is also arranged in the device. The working principle is as follows: the bridge 1 is displaced to drive the measuring line 32 to extend out or the measuring line 32 is driven by the elastic reset element 314 to contract inwards to drive the winding drum 312 to rotate, the angle sensor detects the rotation angle of the winding drum 312, the processor 313 calculates the displacement of the outer end of the measuring line 32 according to the rotation angle and the outer diameter of the winding drum 312, the displacement of the bridge 1 above the point is detected, and the data transmission part transmits the measured displacement to the data processing center 4 as displacement data. The specific calculation is as follows: the principle is that Δ H is r · β, Δ H is the arc length, r is the radius of the drum 312, and β is the angle of the center of the circle through which the drum 312 rotates. The data transmission part can be a bluetooth module or a GPRS module, and the elastic reset element 314 is a spring.

The data processing center 4 comprises a data acquisition module 41, a data screening module 42 and a calculation module 43; the data acquisition module 41 is configured to acquire displacement data of each of the detectors; the data screening module 42 is configured to select displacement data of two detection points of a detection group where maximum displacement data is located from the displacement data acquired by the data acquisition module 41; the calculation module 43 is configured to calculate displacement data of the two detection points screened by the data screening module 42 and the diameter of the support 2 to obtain a maximum clearance distance, and further calculate to obtain a main beam inclination. The displacement data of each displacement detection is acquired by the data acquisition module 41, and then screening and comparison are carried out, so that the displacement data of two detection points of the detection group where the maximum displacement data is located is selected, and the accuracy of the structure calculated later is ensured.

In the calculating module 43, the displacement data of the two detection points of the selected detection group are respectively used as the displacement data of the lifting point and the displacement data of the lowering point, and the maximum clearance distance is calculated by adopting the following formula:

wherein L is the maximum clearance distance, D is the diameter of the support 2, and Δ H₁For liftingDot displacement data,. DELTA.H₂The data is shifted for the falling point.

In the calculation module, the inclination of the main beam is calculated and obtained by adopting the following formula:

wherein L is the maximum clearance distance, D is the diameter of the support 2, and Δ H₁And alpha is the inclination angle of the main beam, and is the displacement data of the lifting point.

Preferably, the data processing center 4 further includes an early warning module 44 and an alarm 45 connected to the early warning module 44, wherein the early warning module 44 is configured to compare the inclination with a preset safety threshold, and when the inclination is greater than the preset safety threshold, the alarm 45 gives an alarm. The early warning module 44 is also connected to an information sending module, and can send the early warning information to the mailbox, the short message service and the WeChat of the designated personnel. A preset safety threshold for the inclination is preset to determine a safety range according to which it is determined whether there is a risk of the bridge 1 overturning, for example the inclination is in the range of less than 5 °.

The other contents of the method and the device for detecting the inclination of the main beam when the bridge and the support are separated are referred to the prior art and are not described herein again.

The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, so that any modification, equivalent change and modification made to the above embodiment according to the technical spirit of the present invention are within the scope of the technical solution of the present invention.