CN113218309A - Structure and method for monitoring relative displacement between concrete road surface layers - Google Patents
Structure and method for monitoring relative displacement between concrete road surface layers Download PDFInfo
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Abstract
The invention relates to the field of road engineering, in particular to a structure and a method for monitoring relative displacement between concrete road (road) surface layers. The invention provides a monitoring structure for relative displacement between concrete pavement layers, which comprises a pavement body, wherein the pavement body comprises a surface layer, a base layer and a joint seam positioned on the surface of the surface layer, a first displacement monitoring device and a second displacement monitoring device are arranged in the surface layer, the first displacement monitoring device is used for monitoring the relative displacement change between the surface layers on two sides of the joint seam in the extending direction of the pavement, and the second displacement monitoring device is used for monitoring the self volume deformation of the surface layer in the extending direction of the pavement. The structure and the method for monitoring the relative displacement between the concrete pavement surface layer provide a direct and feasible method for monitoring the relative displacement between the concrete pavement surface layer and the base layer, and have good industrialization prospect.
Description
Technical Field
The invention relates to the field of road engineering, in particular to a structure and a method for monitoring relative displacement between concrete road (road) surface layers.
Background
With the development of highway and airport construction in China, the construction scale is continuously enlarged, and the requirement on the highway (runway) is continuously improved. The integrity of the pavement structure is very important for the normal operation of the road (runway), and as the operation time increases, relative displacement may be generated between the pavement layer and the base layer due to deformation and the like, and such relative displacement may cause the damage of the pavement structure integrity, and bring a serious threat to the operation safety. However, the boundary between the surface layer and the base layer is hidden inside the pavement (road), and cannot be directly obtained by a conventional monitoring means, so that an effective method for testing the relative displacement of the surface layer and the base layer of the concrete pavement (road) is not available at present, and an effective way for feeding back the relative displacement in real time cannot be realized.
Disclosure of Invention
In view of the above-mentioned shortcomings of the prior art, it is an object of the present invention to provide a structure and a method for monitoring relative displacement between concrete pavement layers, which are used to solve the problems in the prior art.
In order to achieve the above and other related objects, an aspect of the present invention provides a structure for monitoring relative displacement between concrete pavement layers, including a pavement body, where the pavement body includes a surface layer, a base layer, and a slit on the surface of the surface layer, and a first displacement monitoring device and a second displacement monitoring device are disposed in the surface layer, the first displacement monitoring device is configured to monitor a change in relative displacement between the surface layers on both sides of the slit in an extending direction of the pavement, and the second displacement monitoring device is configured to monitor a self-volume deformation of the surface layer in the extending direction of the pavement.
In some embodiments of the invention, the thickness of the surface layer is 20-50 cm;
and/or the thickness of the base layer is 20-50 cm.
In some embodiments of the invention, the depth of the cutting seam is 10-20 cm;
and/or the depth of the cutting seam is 40-60% of the thickness of the surface layer;
and/or the extending direction of the cutting seam is matched with the extending direction of the pavement body, preferably, the cutting seam is vertically arranged, and the angle between the extending direction of the cutting seam and the extending direction of the pavement body is 85-90 degrees.
In some embodiments of the invention, the first displacement monitoring device extends from the surface layer on one side of the slit to the surface layer on the other side of the slit, the extending direction of the first displacement monitoring device is consistent with the extending direction of the pavement body, the first displacement monitoring device is close to the bottom of the surface layer in the height direction, and the first displacement monitoring device is located in the area of 5-10% of the middle of the surface layer in the width direction.
In some embodiments of the present invention, the second displacement monitoring device is located in the surface layer on one side of the slit, the extending direction of the second displacement monitoring device is consistent with the extending direction of the pavement body, the distance between the testing end of the second displacement monitoring device and the slit in the extending direction is 5-10 cm, the second displacement monitoring device is close to the bottom of the surface layer in the height direction, and the distance between the second displacement monitoring device and the first displacement monitoring device in the width direction is 5-15 cm.
In some embodiments of the present invention, the first displacement monitoring device comprises a first monitoring portion and a first securing portion, and the second displacement monitoring device comprises a second monitoring portion and a second securing portion, the securing portion being secured to the base layer, the monitoring portion being located in the facing layer.
The invention also provides a method for monitoring the relative displacement between the concrete pavement layers, which monitors the relative displacement between the pavement layers by the monitoring structure of the relative displacement between the concrete pavement layers, and comprises the following steps:
s1: providing displacement monitoring results provided by the first displacement monitoring device 2 and the second displacement monitoring device 3;
s2: and obtaining the relative displacement between the concrete pavement layers according to the displacement monitoring results provided by the first displacement monitoring device 2 and the second displacement monitoring device 3.
In some embodiments of the invention, the method comprises: obtaining the relative displacement between the concrete pavement layers according to the following formula:
D＝DA+DB
DA＝Kp×[(Ps-Po)-Kt(Pt-Pto)]
DB＝K'p×[(P's-P'o)-K't(P't-P'to)]
wherein D is the relative displacement between concrete pavement layers;
DAis the monitoring result of the first displacement monitoring device;
DBis the monitoring result of the second displacement monitoring device;
Kp、K'pthe proportional coefficient of the displacement meter and the wavelength variation is obtained;
Kt、K'ttemperature compensation coefficient of wavelength change of the displacement meter;
Po、P'othe initial wavelength value of the displacement grating;
Ps、P'sthe measured wavelength value of the displacement grating is obtained;
Pt、P'tthe measured wavelength value of the temperature compensation grating;
Pto、P'tothe initial wavelength value of the temperature compensation grating.
Another aspect of the present invention provides a computer-readable storage medium, on which a computer program is stored, which, when executed by a processor, implements the above-described method for monitoring relative displacement between concrete pavement layers.
In another aspect, the invention provides an apparatus comprising: a processor and a memory, the memory being configured to store a computer program, the processor being configured to execute the computer program stored by the memory to cause the apparatus to perform the steps of the above-described method of monitoring relative displacement between concrete roadway surface layers.
Drawings
Fig. 1 is a schematic top view of a structure for monitoring relative displacement between concrete pavement layers according to the present invention.
Fig. 2 is a schematic side view of a first displacement monitoring device in the structure for monitoring relative displacement between concrete pavement layers according to the present invention.
Fig. 3 is a schematic side view of a second displacement monitoring device in the structure for monitoring relative displacement between concrete pavement layers according to the present invention.
Fig. 4 is a schematic flow chart illustrating a method for monitoring relative displacement between concrete pavement layers according to the present invention.
Fig. 5 is a schematic structural diagram of a displacement meter used in the embodiment of the present invention.
Description of the element reference numerals
1 road surface body
11 surface layer
12 base layer
13 slitting
2 first Displacement monitoring device
21 first monitoring part
22 first fixed part
3 second Displacement monitoring device
31 second monitoring section
32 second fixed part
4 displacement meter
41 lengthening bar
42 test terminal
43 fixed end
44 test end protective sleeve
45 fixed end bracket
46 fixing bolt
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail with reference to the following embodiments, and other advantages and effects of the present invention will be apparent to those skilled in the art from the disclosure of the present specification.
The inventor of the invention provides a monitoring structure and a monitoring method for the relative displacement between concrete road (pavement) surface layers through a large amount of practical researches, the monitoring structure and the monitoring method can feed back the displacement change of the relevant position in the road (pavement) surface in real time, and have the characteristics of convenience in installation, high stability of measured data, real-time feedback and the like, and the invention is completed on the basis.
The invention provides a monitoring structure of relative displacement between concrete road (road) surface layers, which comprises a road surface body 1, wherein the road surface body 1 comprises a surface layer 11, a base layer 12 and a kerf 13 positioned on the surface of the surface layer 11, a first displacement monitoring device 2 and a second displacement monitoring device 3 are arranged in the surface layer 11, the first displacement monitoring device 2 is used for monitoring the relative displacement change between the surface layers 11 on two sides of the kerf 13 in the extending direction of the road surface, and the second displacement monitoring device 3 is used for monitoring the self volume deformation of the surface layer 11 in the extending direction of the road surface. In the above-mentioned monitoring structure of relative displacement between concrete pavement layers, first displacement monitoring devices 2 and second displacement monitoring devices 3 all set up in surface course 11, and can provide its displacement monitoring result that corresponds respectively, namely relative displacement change between the surface course 11 of kerf 13 both sides on the road surface extending direction and relative displacement change between surface course 11 and the basic unit 12 of kerf 13 one side on the road surface extending direction, first displacement monitoring devices 2 and second displacement monitoring devices 3 can usually with external equipment (for example, demodulator, computer etc.) signal connection (for example, connect etc. through the optical cable), thereby can carry displacement monitoring result to external equipment, after further calculating, can obtain concrete pavement layers relative displacement.
The monitoring structure for the relative displacement between the concrete pavement layers can comprise a pavement body 1, wherein the pavement body 1 can comprise a surface layer 11 and a base layer 12 from top to bottom, and can also comprise a cutting seam 13 positioned on the surface of the surface layer 11. In the pavement body 1, the face layer 11 generally functions to directly bear vertical, horizontal, or impact loads of aircraft or traffic loads. The surface layer 11 may be made of cement concrete, and the thickness of the surface layer 11 may be 20-50 cm, 20-30 cm, 30-40 cm, or 40-50 cm. In the pavement body 1, the base layer 12 generally functions as a load-bearing layer for the entire road and stabilizes the road surface. The base layer 12 can be made of cement stabilized macadam, etc., and the thickness of the base layer 12 can be 20-40 cm, 20-25 cm, 25-30 cm, 30-35 cm, or 35-40 cm. Generally speaking, the cutting seam 13 in the pavement body 1 is vertically arranged (i.e. downwards arranged along the gravity direction), and the depth of the cutting seam is usually 40-60%, 40-45%, 45-50%, 50-55%, or 55-60% of the thickness of the pavement layer, and may also be 10-20 cm, 10-12 cm, 12-14 cm, 14-16 cm, 16-18 cm, or 18-20 cm. The slits 13 generally extend along the surface of the facing layer 11, and the extending direction of the slits 13 generally matches the extending direction of the pavement body 1, for example, the extending direction of the slits 13 and the extending direction of the pavement body 1 are substantially perpendicular to each other, and the specific angle may be 85 to 90 °, 85 to 86 °, 86 to 87 °, 87 to 88 °, 88 to 89 °, or 89 to 90 °.
In the monitoring structure for the relative displacement between the concrete pavement layers, the first displacement monitoring device 2 and the second displacement monitoring device 3 are usually arranged to be matched with the extending direction of the pavement body 1 and are usually positioned at proper positions in the pavement body 1, so that the relative displacement change at the position needing to be monitored can be monitored. The first displacement monitoring device 2 and the second displacement monitoring device 3 can be generally used as a group of monitoring devices, and the influence of the concrete road (road) surface on the relative displacement between the layers due to self deformation can be eliminated through the difference value of the two monitoring devices. For example, the first displacement monitoring device 2 may extend from the facing layer 11 on one side of the slit 13 to the facing layer 11 on the other side of the slit 13, and the extending direction may be the same as the extending direction of the pavement body 1, the testing device can be close to (i.e. close to) the bottom of a surface layer 11 in the height direction (i.e. the direction vertical to the surface of a road surface, even the bottom can be contacted with the upper surface of the base layer 12), can be positioned in the middle of the surface layer 11 in the width direction (i.e. the direction vertical to the height direction and the extending direction of the road surface), and can be specifically 5-10%, 5-6%, 6-7%, 7-8%, 8-9%, or 9-10% of the area of the middle part (i.e. the middle section range of the surface layer 11 in the width direction, the width of the middle section range accounts for 5-10% of the total width of the surface layer 11), and the fixed end and the testing end can be generally distributed in a balanced way across a cutting seam, and thus may be used to monitor changes in relative displacement between facing layers 11 on either side of slit 13 in the direction of travel of the pavement at that location. For another example, the second displacement monitoring device 3 may be located in the surface layer on one side of the kerf 13, and the extending direction may be consistent with the extending direction of the pavement body 1, the position thereof may be close to the bottom of the surface layer 11 in the height direction, and located in the area of 20-35% of the middle of the surface layer 11 in the width direction, and the end of the testing end may be generally 5-10 cm, 5-6 cm, 6-7 cm, 7-8 cm, 8-9 cm, or 9-10 cm away from the kerf horizontal direction in the extending direction, so as to be used for monitoring the self-deformation of the pavement at the position in the extending direction thereof. For another example, the distance between the first displacement monitoring device 2 and the second displacement monitoring device 3 may be 5-15 cm, 5-7 cm, 7-9 cm, 9-11 cm, 11-13 cm, or 13-15 cm, so as to reduce the measurement error.
In the monitoring structure for the relative displacement between the concrete pavement layers provided by the invention, a suitable instrument which can be used as a displacement monitoring device is known to those skilled in the art, and can be a fiber grating displacement meter and the like. The displacement monitoring device can include a monitoring portion (e.g., an elongated rod, a test end protective sleeve, etc.) and a securing portion (e.g., a securing end bracket, a securing bolt, etc.). For example, the first displacement monitoring device 2 may include the first monitoring portion 21 and the first fixing portion 22, and the second displacement monitoring device 3 may include the second monitoring portion 31 and the second fixing portion 32. The anchoring portion of the displacement monitoring device may be anchored to the substrate 12, but the anchoring portion itself may be located in the facing layer 11, while the monitoring portion is substantially located in the facing layer 11.
A second aspect of the present invention provides a method for constructing a structure for monitoring relative displacement between concrete pavement layers, which is provided by the first aspect of the present invention, and a suitable method for constructing the structure for monitoring relative displacement between concrete pavement layers should be known to those skilled in the art. For example, the first displacement monitoring device 2 and the second displacement monitoring device 3 may be fixed to a base layer of a pavement, and the pavement may be further constructed such that the first displacement monitoring device 2 and the second displacement monitoring device 3 are embedded in appropriate positions of the pavement, thereby constructing and obtaining the monitoring structure.
The third aspect of the present invention provides a method for monitoring relative displacement between concrete pavement layers, in which the structure for monitoring relative displacement between concrete pavement layers provided by the first aspect of the present invention is used to monitor relative displacement between pavement layers, and the method includes:
s1: providing displacement monitoring results provided by the first displacement monitoring device 2 and the second displacement monitoring device 3;
s2: and obtaining the relative displacement between the concrete pavement layers according to the displacement monitoring results provided by the first displacement monitoring device 2 and the second displacement monitoring device 3. As described above, the first displacement monitoring device 2 and the second displacement monitoring device 3 may be generally in signal connection with an external device, so that the displacement monitoring result may be transmitted to the external device, the monitoring device may convert the displacement signal into an optical signal, and transmit the optical signal to the demodulator through the optical cable, and the demodulator converts the optical signal into the displacement signal, stores the displacement signal, and may be used for further calculation, i.e., obtaining the relative displacement between the concrete pavement layers.
In the method for monitoring the relative displacement between the concrete pavement layers, the method for acquiring the relative displacement between the concrete pavement layers may include: obtaining the relative displacement between the concrete pavement layers according to the following formula:
D＝DA+DB
DA＝Kp×[(Ps-Po)-Kt(Pt-Pto)]
DB＝K'p×[(P's-P'o)-K't(P't-P'to)]
d is relative displacement between concrete pavement layers, and the unit can be mm;
DAthe unit of the monitoring result of the first displacement monitoring device can be mm;
DBthe unit of the monitoring result of the second displacement monitoring device can be mm;
Kp、K'pthe unit is the proportional coefficient of the displacement meter and the wavelength variation, and can be mm/nm;
Kt、K'ttemperature compensation coefficient of wavelength change of the displacement meter;
Po、P'othe initial wavelength value of the displacement grating can be in nm;
Ps、P'sthe unit of the measured wavelength value of the displacement grating can be nm;
Pt、P'tthe unit of the measured wavelength value of the temperature compensation grating can be nm;
Pto、P'tothe initial wavelength value of the temperature compensation grating can be in nm;
Kp、K'p、Kt、K't、Po、P'o、Pto、P'tothese parameters are usually calibration parameters of the sensors, each sensor usually has its corresponding parameters, and the acquisition method thereof should be known to those skilled in the art, and these parameters can be usually provided by suppliers. Ps、P'sAnd Pt、P'tThe wavelength values read by the first displacement monitoring device and the second displacement monitoring device are usually used, and D can be calculated by the formulaAAnd DBAnd according to DAAnd DBAnd calculating to obtain the relative displacement between the concrete pavement layers.
In the method for monitoring the relative displacement between the concrete pavement layers, the whole method can be real-time and long-time continuous. Through the displacement monitoring device, the related displacement monitoring result can be continuously transmitted to external equipment in real time, so that the displacement change of the related position in the road surface can be continuously reflected in real time for a long time.
A fourth aspect of the present invention provides a computer-readable storage medium having stored thereon a computer program which, when executed by a processor, implements the method for monitoring relative displacement between layers of a concrete pavement provided by the third aspect of the present invention.
A fifth aspect of the invention provides an apparatus comprising: a processor and a memory, the memory being configured to store a computer program, the processor being configured to execute the computer program stored by the memory to cause the apparatus to perform the steps of the method for monitoring relative displacement between concrete roadway surfaces as provided in the third aspect of the present invention.
The structure and the method for monitoring the relative displacement between the concrete road surface layers provide a direct and feasible method for monitoring the relative displacement between the concrete road surface layers and the base layer, so that the road surface structural problems possibly caused by various road surface internal recessive changes and the generated potential safety hazards can be monitored in time, and the continuous acquisition and the instant transmission of monitoring data can be realized by connecting a related monitoring device with external equipment, the visualization of the road surface internal structural changes is realized, sufficient time is reserved for finding the concrete road (road) surface structural problems, and the method has good industrialization prospect.
The invention of the present application is further illustrated by the following examples, which are not intended to limit the scope of the present application.
Example 1
In the embodiment, the related experiments are positioned on a certain outdoor road in the copper mountain area of Xuzhou city in Jiangsu province, and the time is 11 months and 20 days in 2020.
Marking the position of a slitting line corresponding to the slitting of the warehouse splitting of the surface plate block on the base layer according to the warehouse splitting condition of the concrete pavement (road) surface plate construction drawing, and determining the midpoint of the slitting line of the monitored area. A position A and a position B where a displacement gauge is mounted are marked 10cm from both sides of the midpoint of the slit line. The position A is the mounting position of the first displacement meter, and the position B is the mounting position of the second displacement meter. The position A is parallel to the extending direction of the road panel, and the distance between the position A and the cutting seam is half (25cm) of the total length of the sensor; the position B is parallel to the extending direction of the road surface plate, and the total length of the distance sensor of the lancing is increased by 10cm, namely 60 cm.
In the extending direction of the road surface, the first displacement meter spans the cutting seam, the fixed end and the measuring end are arranged in a balanced way, and the measuring end of the second displacement meter is 10cm away from the cutting seam in the horizontal direction.
Secondly, mounting the displacement meter
a. Mounting surface preparation
The concrete pavement is made of rubber aggregate cement concrete, the size of the pavement slab is 4 multiplied by 5m, and the thickness is 20 cm; the base course adopts cement stabilized macadam, and the thickness is 20 cm. The construction and maintenance of the cement stabilized macadam foundation layer are carried out according to the construction specification requirements, after the foundation layer maintenance meets the requirements, the cement stabilized macadam foundation layer is arranged according to the positions of bolt holes in a fixed end support of a displacement meter, a drilling machine is adopted to drill holes at a determined installation position A and a determined installation position B and install fixing bolts (expansion bolts), and plain cement paste is adopted around the fixing bolts for reinforcement.
b. Installation of fiber grating displacement meter
The sensor adopts NZS-FBG-DPG type fiber bragg grating displacement meter produced by Suzhou Nanzhi sensing Limited company, as shown in figure 5, the sensor is L-shaped, the fixed end and the fixed end bracket are welded and integrated, and the testing end and the extension bar are connected in a bolt mode.
The straight angle points (i.e. the L-shaped folding points) of the two displacement meters are respectively arranged at the determined positions A and B, the first displacement meter corresponds to the position A, and the second displacement meter corresponds to the position B. And at the position A and the position B, a fixed end bracket of the fixed end of the displacement meter is arranged on the base layer through a fixed bolt. The first displacement meter testing end crosses the cutting line and the fixed end is respectively positioned at two sides of the cutting line and corresponds to the two adjacent plates of the surface layer. The testing end and the fixed end of the second displacement meter are arranged on the same side of the cutting line and are correspondingly arranged under the same plate of the surface layer. When the two displacement meters are arranged, the testing ends are parallel in the same direction and are perpendicular to the joint cutting direction in the same direction with the extending direction of the road, so that the monitoring data are ensured to be in the same direction. The displacement meter test end forms vertical L type with the extension bar, and the extension bar is cast in situ inside the surface course, makes it closely bond with the surface course concrete.
c. Displacement gauge protection
In the installation process, the fixed end of the displacement meter is covered and protected by river sand, so that the displacement meter and surface concrete cannot be bonded into a whole when the surface concrete is poured. The displacement meter test end is protected by the soft rubber protective sleeve, and the situation that slurry erodes the displacement meter test end when surface concrete is poured and influences a monitoring result is prevented. In the surface concrete construction process, the vibrating rod is prevented from damaging the displacement meter.
Thirdly, using a continuous fiber grating demodulator to acquire and process data
The displacement meter is connected with the fiber grating demodulator through an optical cable, and the power supply adopts a solar energy system to supply power, so that all-weather automatic data acquisition is realized.
Fourthly, data analysis and processing
Taking a certain 24 hours in the monitoring time period as an example, the data acquired by the sensor is analyzed and processed. The data monitored over a certain 24 hour period are shown in table 1.
TABLE 1 results of sensor monitoring data processing
As shown in table 1, the Excel software and the displacement calculation formula are used to process and analyze the sensor wavelength variation data obtained by the fiber grating demodulator, so as to obtain the relative displacement between the concrete road (or road) surface layers.
The displacement is calculated as follows: d ═ DA+DB
DA＝Kp×[(Ps-Po)-Kt(Pt-Pto)]
DB＝K'p×[(P's-P'o)-K't(P't-P'to)]
Wherein: d, relative displacement (mm) between concrete pavement surfaces;
DA-monitoring result (mm) of the first displacement meter at position a;
DB-monitoring result (mm) of the second displacement meter at position B;
Kp、K'pthe proportionality coefficient (mm/nm) of the displacement meter and the variation of the wavelength, K in the examplep＝15.9125，K'p＝21.3811；
Kt、K'tTemperature compensation coefficient of wavelength variation of the displacement meter, example Kt＝1、K't＝1；
Po、P'oInitial wavelength value (nm) of the displacement grating, example Po＝1543.137、P'o＝1551.224；
Ps、P's-a measured wavelength value (nm) of the displacement grating;
Pt、P't-the measured wavelength value (nm) of the temperature compensated grating;
Pto、P'toinitial wavelength value (nm) of the temperature compensated Grating, example Pto＝1537.250、P'to＝1545.183。
According to the processing result of the monitoring data of the sensor, the relative displacement between the concrete pavement layers can be found to change in real time in a monitoring period of 24h, and the data acquired by the sensor can accurately change along with the change of day and night, so that the data has excellent accuracy and stability. Therefore, the invention can provide an effective monitoring means for grasping the relative displacement between the concrete pavement layers in real time and can accurately reflect the relative displacement between the concrete pavement layers.
In conclusion, the present invention effectively overcomes various disadvantages of the prior art and has high industrial utilization value.
The foregoing embodiments are merely illustrative of the principles and utilities of the present invention and are not intended to limit the invention. Any person skilled in the art can modify or change the above-mentioned embodiments without departing from the spirit and scope of the present invention. Accordingly, it is intended that all equivalent modifications or changes which can be made by those skilled in the art without departing from the spirit and technical spirit of the present invention be covered by the claims of the present invention.
Claims (10)
1. The utility model provides a relative displacement's monitoring structure between concrete pavement layer, its characterized in that, includes pavement body (1), pavement body (1) is including surface course (11), basic unit (12) and be located joint-cutting (13) on surface course (11) surface, be equipped with first displacement monitoring devices (2) and second displacement monitoring devices (3) in surface course (11), relative displacement between surface course (11) that first displacement monitoring devices (2) are used for monitoring joint-cutting (13) both sides on the pavement extending direction changes, second displacement monitoring devices (3) are used for monitoring the self volume deformation of surface course (11) on the pavement extending direction.
2. The structure for monitoring the relative displacement between the concrete pavement layers as claimed in claim 1, wherein the thickness of the surface layer (11) is 20-50 cm;
and/or the thickness of the base layer (12) is 20-50 cm.
3. The structure for monitoring the relative displacement between the concrete pavement layers as claimed in claim 1, wherein the depth of the cut (13) is 10-20 cm;
and/or the depth of the cutting seam (13) is 40-60% of the thickness of the surface layer;
and/or the extending direction of the cutting slits (13) is matched with the extending direction of the pavement body (1), preferably, the cutting slits (13) are vertically arranged, and the angle between the extending direction of the cutting slits (13) and the extending direction of the pavement body (1) is 85-90 degrees.
4. The structure for monitoring the relative displacement between the concrete pavement slabs as claimed in claim 1, wherein said first displacement monitoring means (2) extends from the slab (11) on one side of the slit (13) to the slab (11) on the other side of the slit (13), and the extending direction of said first displacement monitoring means (2) coincides with the extending direction of the pavement body (1), is close to the bottom of the slab (11) in the height direction, and is located in the area of 5 to 10% of the middle of the slab (11) in the width direction.
5. The structure for monitoring the relative displacement between the concrete pavement slabs as claimed in claim 1, wherein said second displacement monitoring means (3) is provided in the slab on the side of the cut (13), the extending direction of said second displacement monitoring means (3) coincides with the extending direction of the pavement body (1), the distance between the test end of said second displacement monitoring means (3) and the cut (13) in the extending direction is 5 to 10cm, the distance between the second displacement monitoring means (3) and the bottom of the slab 11 in the height direction is 5 to 15cm in width.
6. A structure for monitoring relative displacement between concrete pavement layers according to claim 1, wherein the first displacement monitoring device (2) comprises a first monitoring portion (21) and a first fixing portion (22), and the second displacement monitoring device (3) comprises a second monitoring portion (31) and a second fixing portion (32), the fixing portion being fixed to the base layer (12), and the monitoring portion being located in the pavement layer (11).
7. A method for monitoring the relative displacement between concrete pavement layers by using the structure for monitoring the relative displacement between concrete pavement layers as claimed in any one of claims 1 to 6, comprising the following steps:
s1: providing displacement monitoring results provided by the first displacement monitoring device (2) and the second displacement monitoring device (3);
s2: and obtaining the relative displacement between the concrete pavement layers according to the displacement monitoring results provided by the first displacement monitoring device (2) and the second displacement monitoring device (3).
8. The method of claim 7, comprising: obtaining the relative displacement between the concrete pavement layers according to the following formula:
D＝DA+DB
DA＝Kp×[(Ps-Po)-Kt(Pt-Pto)]
DB＝K'p×[(P′s-P′o)-K′t(P′t-P′to)]
wherein D is the relative displacement between concrete pavement layers;
DAis the monitoring result of the first displacement monitoring device;
DBis the monitoring result of the second displacement monitoring device;
Kp、K'pthe proportional coefficient of the displacement meter and the wavelength variation is obtained;
Kt、K′ttemperature compensation coefficient of wavelength change of the displacement meter;
Po、P′othe initial wavelength value of the displacement grating;
Ps、P′sthe measured wavelength value of the displacement grating is obtained;
Pt、P′tthe measured wavelength value of the temperature compensation grating;
Pto、P′tothe initial wavelength value of the temperature compensation grating.
9. A computer-readable storage medium on which a computer program is stored, the program being executed by a processor to implement the method of monitoring relative displacement between concrete pavement layers according to any one of claims 7 to 8.
10. An apparatus, comprising: a processor and a memory, the memory storing a computer program, wherein the processor is configured to execute the computer program stored in the memory to cause the apparatus to perform the steps of the method of monitoring relative displacement between concrete roadway surface layers as claimed in any one of claims 7 to 8.
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