A wall mortar saturation detection method, system, storage medium and intelligent terminal

Abstract

The present application relates to a wall mortar saturation detection method, system, storage medium, and intelligent terminal, and relates to the field of engineering construction detection technology. The method includes obtaining an activation signal and detection quantity information of masonry units; activating a detection device to knock on the masonry unit according to the activation signal and obtaining sound decibel information; determining whether the sound decibel information is greater than a first decibel threshold; if greater than, defining the masonry unit as a hollow unit; if not greater than, determining whether the sound decibel information is greater than a second decibel threshold; if greater, defining the masonry unit as a half-full unit; if not greater, defining the masonry unit as a full unit; obtaining half-full quantity information by counting half-full units, and obtaining full quantity information by counting full units; and obtaining mortar saturation information by calculating based on the half-full quantity information, the full quantity information, and the detection quantity information. The present application facilitates staff in detecting mortar saturation.

Description

Technical Field

[0001] The present application relates to the field of engineering construction detection technology, and in particular to a wall mortar saturation detection method, system, storage medium and intelligent terminal. Background Art

[0002] Grouting is often required in construction sites, subways, tunnels and other buildings. That is, when building a wall, formwork is first built on both sides of the wall, a steel cage is built on the inside, and then grouting is performed on the inside of the formwork.

[0003] In related technologies, during the wall grouting process, the wall mortar saturation is often used to record whether the grouting meets the operation requirements. The mortar saturation is the ratio of the area of the actual mortar bonding on the bottom surface of the block to the bottom area of the block after the masonry is built. The higher the mortar saturation, the fuller the mortar and the higher the stability of the block.

[0004] With respect to the above-mentioned related technologies, the inventors believe that since the mortar is located under the blocks, it is difficult for workers to directly calculate the area of the mortar bonded to the blocks, making it difficult to detect the mortar saturation. Summary of the Invention

[0005] In order to facilitate staff to detect mortar saturation, the present application provides a wall mortar saturation detection method, system, storage medium and intelligent terminal.

[0006] In a first aspect, the present application provides a method for detecting the saturation of wall mortar, which adopts the following technical solution:

[0007] A method for detecting wall mortar saturation, comprising:

[0008] Obtaining activation signals and information on the number of masonry units detected, wherein the masonry units are obtained by evenly dividing the wall;

[0009] activating a preset detection device according to an activation signal to knock on the masonry unit and obtain sound decibel information;

[0010] Determine whether the decibel value corresponding to the sound decibel information is greater than a preset first decibel threshold;

[0011] If the decibel value corresponding to the sound decibel information is greater than the first decibel threshold, the masonry unit is defined as a hollow unit;

[0012] If the decibel value corresponding to the sound decibel information is not greater than the first decibel threshold, determining whether the decibel value corresponding to the sound decibel information is greater than a preset second decibel threshold;

[0013] If the decibel value corresponding to the sound decibel information is greater than the second decibel threshold, the masonry unit is defined as a half-full unit;

[0014] If the decibel value corresponding to the sound decibel information is not greater than the second decibel threshold, the masonry unit is defined as a full unit;

[0015] obtaining half-full quantity information based on half-full unit counts, and obtaining full quantity information based on full unit counts;

[0016] The mortar saturation information is obtained by calculation based on the half-full quantity information, full quantity information and detection quantity information.

[0017] By adopting the above technical solution, an activation signal can be first obtained to activate the detection equipment to knock on the masonry unit. Since the different degrees of sand adhesion in the masonry unit will cause different sound transmission media, the size of the knocking sound will vary. Therefore, the degree of sand adhesion on the back of the masonry unit can be judged according to the decibel level of the knocking sound, so as to classify the masonry units with different degrees of sand adhesion, thereby obtaining the number of masonry units with sand adhesion but not full and the number of masonry units full of mortar, and thus the mortar saturation can be calculated based on the total number of the entire masonry unit, the half-full number information and the full number information, so that the staff can conveniently detect the mortar saturation on the back of the wall during the construction process, so that the constructed wall is less likely to be unqualified.

[0018] Optionally, a tapping movement method of the detection device is further included, the method comprising:

[0019] Obtaining perfusion position information and target saturation information;

[0020] Determine the pouring direction information according to the pouring position information, determine the first masonry unit to be tested according to the pouring position information, the pouring direction information and the target saturation information, and define the masonry unit as the first test unit;

[0021] Determine whether the first tested unit is a full unit;

[0022] If the first tested unit is not a full unit, a failure signal is output;

[0023] If the first tested cell is a full cell, a continuous detection signal is output.

[0024] By adopting the above technical solution, the first gas unit that needs to be tested can be determined according to the target saturation, that is, it can be judged whether the first tested unit is a full unit. If it is not a full unit, the mortar saturation must not meet the requirements. At this time, an unqualified signal is output to mark the situation, so that the staff can deal with the situation in time, thereby shortening the overall time of mortar saturation detection and improving work efficiency.

[0025] Optionally, also include:

[0026] After the unqualified signal is output, the preset filling equipment is controlled to start the filling operation;

[0027] When the perfusion device is started, the preset fixed time countdown is controlled, and when the fixed time countdown returns to zero, the detection device is controlled to continue detecting the first test unit;

[0028] Determine whether the first tested unit is a full unit;

[0029] If the first tested unit is not a full unit, the fixed time length is reset and the timing is restarted;

[0030] If the first tested unit is a full unit, a continuous detection signal is output and the filling equipment is controlled to stop operation.

[0031] By adopting the above technical solution, when the mortar saturation does not meet the requirements, the pouring equipment is controlled to start to continue pouring the inside of the wall. At this time, the first test unit is tested once at a fixed time interval until the first test unit is a full unit, so that the mortar saturation of the wall may meet the requirements at this time, and a continuous detection signal is output to identify the situation for subsequent further detection.

[0032] Optionally, after the continuous detection signal is output, the detection method further includes:

[0033] Controlling the detection device to move along the direction corresponding to the pouring direction information to detect adjacent masonry units, and determining whether the detected masonry units are filled units;

[0034] If the masonry unit being tested is a filled unit, a continuous detection signal is output;

[0035] If the masonry unit being inspected is not a filled unit, controlling the inspection device to move along a preset fixed direction to inspect adjacent masonry units;

[0036] When the detection device detects a full unit, the detection device is controlled to move in the direction corresponding to the pouring direction information to detect the adjacent masonry unit; when the detection device detects a half-full unit, the detection device is controlled to move in a fixed direction to detect the adjacent masonry unit; when the detection device detects a hollow unit, the detection device is controlled to move in the opposite direction to the direction corresponding to the pouring direction information to detect the adjacent masonry unit, until the detection device moves to a preset stop position, stops moving, and outputs a detection end signal;

[0037] After the detection end signal is output, the half-filled unit is symmetrically processed according to the symmetry line parallel to the direction corresponding to the wall and the pouring direction information;

[0038] The masonry units that are in the opposite direction to the pouring direction information of the half-full unit are defined as full units.

[0039] By adopting the above technical solution, all half-full units can be determined, so that there is no need to detect each masonry unit, which greatly improves work efficiency.

[0040] Optionally, also include:

[0041] The first half-full cell detected is defined as the initial cell, and the last half-full cell detected is defined as the terminal cell;

[0042] Obtaining the initial position information of the initial unit and the final position information of the final unit;

[0043] Determine horizontal distance information and vertical distance information according to the initial position information and the final position information;

[0044] Determine adjustment angle information according to the horizontal distance information and the vertical distance information;

[0045] Determine half-full ratio information by matching the angle information and ratio information stored in the preset mean value database with the adjustment angle information;

[0046] The mortar saturation information is obtained by calculation based on the half-full ratio information, half-full quantity information, full quantity information and detection quantity information.

[0047] By adopting the above technical solution, the degree of mortar diffusion can be determined based on the initial unit and the ending unit, so that the mortar proportion information of all half-full units can be roughly calculated, so that the data will be more accurate when calculating the mortar area of the half-full unit in the later stage, thereby improving the accuracy of mortar saturation detection.

[0048] Optionally, also include:

[0049] calculating the difference between the mortar saturation information and the target saturation information to obtain differential saturation information;

[0050] Determine whether the value corresponding to the difference saturation information is less than zero;

[0051] If the value corresponding to the difference saturation information is not less than zero, a qualified signal is output;

[0052] If the value corresponding to the difference saturation information is less than zero, the startup duration information is determined by matching the unit quantity information, saturation information, and duration information stored in the preset startup database with the detection quantity information and difference saturation information;

[0053] Control the duration corresponding to the start duration information of the pouring equipment operation to perform watering, and output a compensation completion signal when the pouring equipment stops operating.

[0054] By adopting the above technical solution, the calculated mortar saturation can be judged to know whether the mortar saturation at this time meets the requirements. When it does not meet the requirements, the saturation difference value can be determined, so as to control the starting of the pouring equipment to perform pouring for a certain period of time to compensate for the mortar saturation.

[0055] Optionally, also include:

[0056] After the compensation is completed and the signal is output, the detection equipment is controlled to move to the first test unit for detection again;

[0057] The half-full ratio information, the half-full quantity information, and the full quantity information are updated to recalculate new mortar saturation information, and the new mortar saturation information is defined as compensated saturation information;

[0058] Determine whether the value corresponding to the compensated saturation information is greater than the value corresponding to the target saturation information;

[0059] If the value corresponding to the compensated saturation information is greater than the value corresponding to the target saturation information, a qualified signal is output;

[0060] If the value corresponding to the compensated saturation information is not greater than the value corresponding to the target saturation information, an abnormal signal is output.

[0061] By adopting the above technical solution, the wall mortar condition after mortar compensation can be tested again to determine whether the saturation of the mortar after compensation meets the requirements. If it still cannot meet the requirements at this time, there may be an abnormal grouting situation. At this time, an abnormal signal is output to inform the staff of the situation so that the staff can investigate and deal with the abnormal situation.

[0062] In a second aspect, the present application provides a wall mortar saturation detection system, which adopts the following technical solution:

[0063] A wall mortar saturation detection system, comprising:

[0064] An acquisition module is used to obtain activation signals and information on the number of masonry units detected, where the masonry units are obtained by evenly dividing the wall;

[0065] A processing module, connected to the acquisition module and the judgment module, for storing and processing information;

[0066] The processing module activates a preset detection device according to the activation signal to knock on the masonry unit and obtain sound decibel information;

[0067] A determination module, configured to determine whether the decibel value corresponding to the sound decibel information is greater than a preset first decibel threshold;

[0068] If the judgment module determines that the decibel value corresponding to the sound decibel information is greater than the first decibel threshold, the processing module defines the masonry unit as a hollow unit;

[0069] If the judgment module determines that the decibel value corresponding to the sound decibel information is not greater than the first decibel threshold, the judgment module determines whether the decibel value corresponding to the sound decibel information is greater than a preset second decibel threshold;

[0070] If the judgment module determines that the decibel value corresponding to the sound decibel information is greater than the second decibel threshold, the processing module defines the masonry unit as a half-full unit;

[0071] If the judging module determines that the decibel value corresponding to the sound decibel information is not greater than the second decibel threshold, the processing module defines the masonry unit as a filled unit;

[0072] The processing module obtains half-full quantity information according to the half-full unit count, and obtains full quantity information according to the full unit count;

[0073] The processing module calculates and obtains the mortar saturation information based on the half-full quantity information, the full quantity information and the detection quantity information.

[0074] By adopting the above technical solution, the activation signal can be first obtained through the acquisition module to enable the processing module to activate the detection device to knock on the masonry unit. Since the different degrees of sand adhesion in the masonry unit will cause different sound transmission media, the size of the knocking sound will vary, so that the judgment module can judge the degree of sand adhesion on the back of the masonry unit according to the decibel size of the knocking sound, so as to classify the masonry units with different degrees of sand adhesion, thereby obtaining the number of masonry units with sand adhesion but not full and the number of masonry units full of mortar, so as to calculate the mortar saturation based on the total number of the entire masonry unit, the half-full number information and the full number information, so as to facilitate the staff to detect the mortar saturation on the back of the wall during the construction process, so that the constructed wall is less likely to be unqualified.

[0075] In a third aspect, the present application provides a smart terminal that adopts the following technical solution:

[0076] An intelligent terminal includes a memory and a processor, wherein the memory stores a computer program that can be loaded by the processor and execute any of the above-mentioned wall mortar saturation detection methods.

[0077] By adopting the above technical solution, through the use of smart terminals, an activation signal can be first obtained to activate the detection equipment to knock on the masonry unit. Since the different degrees of sand adhesion in the masonry unit will cause different sound transmission media, the size of the knocking sound will vary. Therefore, the degree of sand adhesion on the back of the masonry unit can be judged according to the decibel level of the knocking sound, so as to classify the masonry units with different degrees of sand adhesion, thereby obtaining the number of masonry units with sand adhesion but not full and the number of masonry units full of mortar, and thus the mortar saturation can be calculated based on the total number of the entire masonry unit, the half-full number information and the full number information, so that the staff can detect the mortar saturation on the back of the wall during the construction process, so that the constructed wall is less likely to be unqualified.

[0078] In a fourth aspect, the present application provides a computer storage medium capable of storing corresponding programs, which is convenient for staff to detect mortar saturation, and adopts the following technical solution:

[0079] A computer-readable storage medium stores a computer program that can be loaded by a processor and execute any of the above-mentioned wall mortar saturation detection methods.

[0080] By adopting the above technical solution, a computer program for detecting the saturation of wall mortar in a storage medium can first obtain an activation signal to activate the detection device to knock on the masonry unit. Since the different degrees of sand adhesion in the masonry unit will cause different sound transmission media, the size of the knocking sound will vary. Therefore, the degree of sand adhesion on the back of the masonry unit can be judged according to the decibel size of the knocking sound, so as to classify the masonry units with different degrees of sand adhesion, thereby obtaining the number of masonry units with sand adhesion but not full and the number of masonry units full of mortar, and thus calculating the mortar saturation based on the total number of the entire masonry unit, the half-full number information and the full number information, so that the staff can conveniently detect the mortar saturation on the back of the wall during the construction process, so that the constructed wall is less likely to be unqualified.

[0081] In summary, this application includes at least one of the following beneficial technical effects:

[0082] 1. By judging the decibel level of the knocking sound, the degree of sand adhesion in each masonry unit divided by the wall can be determined, so that the staff can more conveniently test the mortar saturation of the wall;

[0083] 2. The boundary line of the entire wall can be determined by testing half-full units, eliminating the need to test every masonry unit and improving work efficiency.

[0084] 3. For walls whose mortar saturation does not meet the requirements, mortar compensation can be performed to determine whether there are abnormal conditions in the wall that cause the mortar saturation to not meet the requirements. BRIEF DESCRIPTION OF THE DRAWINGS

[0085] Figure 1 It is a flow chart of the wall mortar saturation detection method.

[0086] Figure 2 It is a flow chart of the method for determining saturation qualification.

[0087] Figure 3 It is a flow chart of the method for handling unqualified saturation.

[0088] Figure 4 Schematic diagram of wall mortar diffusion.

[0089] Figure 5 It is a flow chart of the masonry unit detection method.

[0090] Figure 6 is a flow chart of the method for determining the mean of half-filled cells.

[0091] Figure 7 It is a flow chart of the perfusion equipment control method.

[0092] Figure 8 This is a flow chart of the method for determining saturation after compensation.

[0093] Figure 9 It is a module flow chart of the wall mortar saturation detection method. DETAILED DESCRIPTION

[0094] In order to make the purpose, technical solutions and advantages of this application more clear, the following Figure 1-9 It should be understood that the specific embodiments described herein are only used to explain the present application and are not intended to limit the present application.

[0095] The embodiments of the present invention are described in further detail below with reference to the accompanying drawings.

[0096] An embodiment of the present application discloses a method for detecting the saturation of wall mortar, in which the wall is knocked to determine the degree of sand adhesion to the wall by judging the decibel level of the knocking sound, thereby determining the degree of sand adhesion to each part of the wall, facilitating subsequent detection of the mortar saturation.

[0097] Reference Figure 1 The method flow for detecting the saturation of wall mortar includes the following steps:

[0098] Step S100: obtaining an activation signal and information on the number of masonry units detected, wherein the masonry units are obtained by evenly dividing the wall.

[0099] The activation signal is a signal for starting to detect the mortar saturation of the wall, which is input by the staff. The masonry units are obtained by evenly dividing the wall. The area size of each masonry unit is set in advance by the staff and will not be elaborated on. The quantity value corresponding to the detection quantity information is the total number of masonry units. The staff measures the length and width of the wall and inputs the length and width data for even division to obtain it. This is a conventional technical means for those skilled in the art and will not be elaborated on.

[0100] Step S101: activating a preset detection device according to an activation signal to knock on a masonry unit and obtain sound decibel information.

[0101] The detection equipment is a device equipped with a knocking rod and a decibel meter. When the activation signal is obtained, the detection equipment starts to knock on the masonry unit. The number and frequency of knocks are set by the staff according to actual conditions and will not be elaborated here. The decibel value corresponding to the sound decibel information is the decibel value of the knocking sound emitted when the detection equipment knocks on the masonry unit, which is obtained by the decibel meter on the detection equipment. In order to prevent the obtained sound decibel size from being affected by the outside world, sound insulation cotton and other materials can be added around the detection equipment. When the detection equipment is detecting the masonry unit, the sound insulation cotton and other materials are placed close to the surface of the masonry unit so that the knocking sound can be separated from the external sound, thereby improving the accuracy of the sound decibel information.

[0102] Step S102: Determine whether the decibel value corresponding to the sound decibel information is greater than a preset first decibel threshold.

[0103] The first decibel threshold is the decibel value of the knocking sound produced when the detection equipment is used to knock on a masonry unit with a small amount of mortar or no mortar, where a small amount of mortar is defined as no more than 10% of the total area of the masonry unit. The purpose of this judgment is to classify the masonry units being tested to facilitate the subsequent calculation of mortar saturation.

[0104] Step S1021: If the decibel value corresponding to the sound decibel information is greater than the first decibel threshold, the masonry unit is defined as a hollow unit.

[0105] When the decibel value corresponding to the sound decibel information is greater than the first decibel threshold, it indicates that the masonry unit has a small amount of mortar or no mortar. At this time, the masonry unit is defined as a hollow unit for identification, so as to facilitate the subsequent distinction between masonry units with different degrees of sand adhesion.

[0106] Step S1022: If the decibel value corresponding to the sound decibel information is not greater than the first decibel threshold, determine whether the decibel value corresponding to the sound decibel information is greater than a preset second decibel threshold.

[0107] When the decibel value corresponding to the sound decibel information is not greater than the first decibel threshold, it means that the masonry unit has a large amount of mortar. At this time, it is necessary to determine whether the degree of sand adhesion of the masonry unit is full or a large area exists. Full is defined as more than 90%, and a large area exists as 10%-90%. The second decibel threshold is the decibel value of the knocking sound emitted when the detection equipment is used to knock on the masonry unit full of mortar. The purpose of this judgment is to further classify the actual degree of sand adhesion of the masonry unit to facilitate the subsequent calculation of the mortar saturation.

[0108] Step S10221: If the decibel value corresponding to the sound decibel information is greater than the second decibel threshold, the masonry unit is defined as a half-full unit.

[0109] When the decibel value corresponding to the sound decibel information is greater than the second decibel threshold, it indicates that the gas unit has not yet reached the full mortar situation, and the masonry unit is defined as a half-full unit for identification, so as to facilitate the subsequent calculation of the mortar saturation.

[0110] Step S10222: If the decibel value corresponding to the sound decibel information is not greater than the second decibel threshold, the masonry unit is defined as a full unit.

[0111] When the decibel value corresponding to the sound decibel information is not greater than the second decibel threshold, it indicates that the gas unit has reached the full mortar situation, and the masonry unit is defined as a full unit for identification, so as to facilitate the subsequent calculation of the mortar saturation.

[0112] Step S103: obtaining half-full quantity information according to the half-full unit count, and obtaining full quantity information according to the full unit count.

[0113] The quantity corresponding to the half-full quantity information is the total number of half-full units, which is obtained by counting. The initial value of the quantity value corresponding to the half-full quantity information is zero. When a half-full unit is detected, the quantity value corresponding to the half-full quantity information is increased by one; the quantity corresponding to the full quantity information is the total number of full units. The acquisition method is the same as that of the half-full quantity information and is not repeated here.

[0114] Step S104: Calculate and obtain mortar saturation information based on the half-full quantity information, the full quantity information, and the detection quantity information.

[0115] The value corresponding to the mortar saturation information is the mortar saturation of the wall, and the calculation formula is: ,in is the quantity value corresponding to the filled quantity information, is the quantity value corresponding to the half-full quantity information, To detect the quantity value corresponding to the quantity information, is the value corresponding to the mortar saturation information, is the average sand adhesion value of all half-filled units, which can be taken as 0.5 for rough calculation.

[0116] Reference Figure 2 , further comprising a method for detecting a tapping movement of a device, the method comprising:

[0117] Step S200: Acquire perfusion position information and target saturation information.

[0118] The position corresponding to the pouring position information is the position of the pouring pipe for pouring on the wall, which is generally set on the lower side of the wall to facilitate the staff to carry out pouring work; the value corresponding to the target saturation information is the value of the mortar saturation that the wall needs to achieve, which is input in advance by the staff before inspecting the wall.

[0119] Step S201: determining the pouring direction information according to the pouring position information, and determining the first masonry unit to be detected according to the pouring position information, the pouring direction information and the target saturation information, and defining the masonry unit as the first-test unit.

[0120] The position corresponding to the pouring position information is generally set on one side of the wall. When pouring mortar, the mortar moves to the other side, so that the pouring direction of the mortar can be determined, and the information recording the direction is the pouring direction information; according to the target saturation information and the pouring direction information, the first masonry unit to be detected can be determined, and it is defined as the first measured unit for identification. For example, the direction corresponding to the pouring direction information is from bottom to top, and the position corresponding to the pouring position information is the center point of the lowermost side of the wall. The value corresponding to the target saturation information is 80%. Then, it can be determined that the first measured unit is the masonry unit whose distance from the lowermost center point to the top is 80% of the wall height. When the wall meets the value corresponding to the target saturation information, the first measured unit must be a full unit. Therefore, it is only necessary to detect the first measured unit to screen out the situation where the wall mortar saturation does not meet the requirements, so as to facilitate subsequent further operations.

[0121] Step S202: Determine whether the first-tested cell is a full cell.

[0122] The purpose of the judgment is to quickly know whether the saturation of the wall mortar does not meet the requirements, so that the staff can deal with the non-compliant situation in a timely manner.

[0123] Step S2021: If the first-tested cell is not a full cell, a failure signal is output.

[0124] When the first measured unit is not a full unit, it means that the wall mortar saturation does not meet the requirements, and an unqualified signal is output to mark the situation for subsequent further processing.

[0125] Step S2022: If the first-tested unit is a full unit, a continuous detection signal is output.

[0126] When the first measured unit is a full unit, it indicates that the wall mortar saturation is qualified. At this time, a continuous detection signal is output to identify the situation for subsequent further processing.

[0127] Reference Figure 3 , the wall mortar saturation detection method also includes:

[0128] Step S300: After the unqualified signal is output, the preset filling device is controlled to start to perform the filling operation.

[0129] When an unqualified signal is output, it means that the mortar saturation of the wall must not meet the requirements. At this time, the grouting equipment is controlled to start the grouting operation so that the mortar saturation of the wall can be improved. The grouting equipment is a common device used for mortar grouting. The output end of the grouting equipment is connected to the grouting pipe to achieve normal mortar grouting.

[0130] Step S301: When the perfusion device is started, the preset fixed time countdown is controlled, and when the fixed time countdown returns to zero, the detection device is controlled to continue detecting the first detection unit.

[0131] The fixed time is a fixed value and is set by the staff according to the actual situation. It will not be elaborated here. When the grouting equipment is started, the fixed time is counted down to count the operating time of the grouting equipment; when the fixed time countdown returns to zero, the detection equipment is controlled to re-test the first test unit to re-determine whether the mortar saturation of the wall is likely to meet the requirements.

[0132] Step S302: Determine whether the first-tested cell is a full cell.

[0133] The purpose of the judgment is to know whether the mortar saturation of the wall meets the requirements under the action of the pouring equipment, so as to facilitate the subsequent further control of the pouring equipment and detection equipment.

[0134] Step S3021: If the first-tested unit is not a full unit, the fixed time length is reset and re-timed.

[0135] When the first test unit is not a full unit, it means that the wall mortar saturation still does not meet the requirements. The fixed time is reset and re-timed to continue controlling the pouring equipment and realize continuous detection of the first test unit.

[0136] Step S3022: If the first-tested unit is a full unit, a continuous detection signal is output and the filling device is controlled to stop operating.

[0137] When the first measured unit is a full unit, it means that the mortar saturation of the wall may meet the construction requirements at this time. A continuous detection signal is output to mark this situation for further detection by subsequent detection equipment; the pouring equipment is controlled to stop operation so that subsequent detection equipment can detect the mortar saturation of the current wall, thereby improving the accuracy of the detection value.

[0138] Reference Figure 4 After the continuous detection signal is output, the detection method further includes:

[0139] Step S400: controlling the detection device to move along the direction corresponding to the pouring direction information to detect adjacent masonry units, and determining whether the detected masonry units are filled units.

[0140] When the detection signal is output, it means that the wall mortar saturation may meet the requirements. At this time, the detection equipment is controlled to move in the direction corresponding to the pouring direction information to detect the adjacent masonry unit, so as to judge whether the masonry unit is a full unit. The purpose of the judgment is to determine the boundary line of the mortar on the wall, so as to facilitate the subsequent calculation of the mortar saturation.

[0141] Step S4001: If the detected masonry unit is a full unit, a continuous detection signal is output.

[0142] When the detected masonry unit is a filled unit, it means that the position of the masonry unit is not the dividing line of the mortar on the wall. At this time, a continuous detection signal is output to continue to control the detection equipment to move along the direction corresponding to the pouring direction information to detect the masonry unit until a point on the dividing line is determined.

[0143] Step S4002: If the detected masonry unit is not a full unit, the detection device is controlled to move along a preset fixed direction to detect an adjacent masonry unit.

[0144] When the masonry unit being tested is not a filled unit, it indicates that the masonry unit is the dividing point between the mortar and the wall, that is, in a row of masonry units where the masonry unit is located, the masonry units between the masonry unit and the pouring pipe are all filled units, and the masonry units on the other side are all hollow units, so that there is no need to test each masonry unit, thereby improving the detection efficiency; the fixed direction is a direction perpendicular to the direction corresponding to the pouring direction information, and the specific direction is set by the staff according to the actual situation and will not be elaborated; the detection equipment is controlled to move along the fixed direction to detect adjacent masonry units, so as to detect different masonry units, so as to finally determine the dividing line of the mortar on the wall.

[0145] Step S401: When the detection device detects a full unit, the detection device is controlled to move in the direction corresponding to the pouring direction information to detect the adjacent masonry unit; when the detection device detects a half-full unit, the detection device is controlled to move in a fixed direction to detect the adjacent masonry unit; when the detection device detects a hollow unit, the detection device is controlled to move in the opposite direction to the direction corresponding to the pouring direction information to detect the adjacent masonry unit, until the detection device moves to a preset stop position, stops moving, and outputs a detection end signal.

[0146] When the detection device detects a full unit, it means that the demarcation point of the column where the masonry unit is located is the direction corresponding to the pouring direction information of the masonry unit. At this time, the detection device is controlled to move along the direction corresponding to the pouring direction information to detect the adjacent masonry unit; when the detection device detects a half-full unit, it means that the demarcation point of the column where the masonry unit is located is the masonry unit. At this time, the detection device is controlled to move along a fixed direction to detect the masonry units of the adjacent columns, and the demarcation point of each column is detected; when the detection device detects a hollow unit, it means that the demarcation point of the column where the masonry unit is located is the direction corresponding to the pouring direction information of the masonry unit. The detection device is controlled to move in the opposite direction to the direction corresponding to the pouring direction information to detect adjacent masonry units, so as to determine the dividing point of the column in which the masonry unit is located; according to the above-mentioned continuous control of the movement of the detection device, all half-full units in the fixed direction can be determined, and the stop position is the masonry unit at the edge of the wall, which is manually output by the staff before detection. When the detection device moves to the stop position, it means that it cannot move further. At this time, the detection device stops moving and detects, and outputs a detection end signal to mark the situation for subsequent further operations; the movement of the detection device can be as follows Figure 5 shown.

[0147] Step S402: After the detection completion signal is output, the half-full unit is symmetrically processed according to the symmetry line parallel to the direction corresponding to the wall and the pouring direction information.

[0148] Since the degree of flow of mortar on both sides of the wall is roughly the same during pouring, the conditions of the masonry units on both sides of the wall are roughly the same. When the detection end signal is output, it means that the dividing points along the fixed direction are all determined. At this time, the half-full units are controlled to perform symmetrical processing according to the symmetry line parallel to the direction corresponding to the wall and the pouring direction information to determine all the dividing points of the wall, thereby reducing the number of inspections of the detection equipment and improving work efficiency.

[0149] Step S403: defining all masonry units in the opposite direction to the direction corresponding to the pouring direction information of the half-full unit as full units.

[0150] Due to the existence of half-full units and the determination of the pouring direction, it can be known that in each column of masonry units, the masonry units between the half-full units and the pouring pipes are all full of mortar. At this time, these masonry units are defined as full units to reduce the number of inspections of the detection equipment and improve work efficiency.

[0151] Reference Figure 6 , the wall mortar saturation detection method also includes:

[0152] Step S500: The first half-full cell detected is defined as the initial cell, and the last half-full cell detected is defined as the final cell.

[0153] The first half-full unit detected is the masonry unit whose first detected knocking sound decibel level is between the first decibel threshold and the second decibel threshold until the detection device is started under the action of the activation signal. The half-full unit is defined as the initial unit for identification, so as to facilitate subsequent calling of the half-full unit; the last half-full unit detected is the last half-full unit detected before the detection end signal is output. The half-full unit is defined as the termination unit for identification, so as to facilitate subsequent calling of the half-full unit.

[0154] Step S501: Acquire the initial position information of the initial unit and the termination position information of the termination unit.

[0155] Each masonry unit is fixed in position when divided. The positioning of each masonry unit is the positioning of the center point of the masonry unit, that is, the position corresponding to the initial position information is the position of the initial unit center point, and the position corresponding to the terminal position information is the position of the terminal unit center point.

[0156] Step S502: Determine horizontal distance information and vertical distance information according to the initial position information and the final position information.

[0157] The distance corresponding to the transverse distance information is the distance between the initial position information and the final position information in a direction parallel to the fixed direction. The distance corresponding to the longitudinal distance information is the distance between the initial position information and the final position information in a direction parallel to the direction corresponding to the perfusion direction information. The calculation formula is: ,in, is the distance corresponding to the horizontal distance information, is the distance corresponding to the longitudinal distance information, ( ) is the coordinate point corresponding to the initial position information, ( ) is the coordinate point of the position corresponding to the end position information.

[0158] Step S503: determining adjustment angle information according to the horizontal distance information and the vertical distance information.

[0159] The angle value corresponding to the adjusted angle information is the diffusion degree of the mortar in the initial unit and the terminal unit when it flows in the wall. The calculation formula is: ,in The angle value corresponding to the adjusted angle information.

[0160] Step S504: determining half-full ratio information by matching the angle information and ratio information stored in the preset mean value database with the adjustment angle information.

[0161] The angle value corresponding to the angle information is the diffusion angle value of the mortar, and the proportion value corresponding to the proportion information is the proportion value of the mortar in all half-full units under the diffusion of the angle value corresponding to the angle information. Each angle information corresponds to a proportion value, which is obtained through continuous experiments by the staff, thereby realizing the establishment of the mean database. The establishment method is a conventional technical means of those skilled in the art and will not be elaborated on. When the adjusted angle information is input into the mean database, the mean database can output a proportion information, which is the half-full proportion information.

[0162] Step S505: Calculate and obtain mortar saturation information based on the half-full ratio information, the half-full quantity information, the full quantity information, and the detection quantity information.

[0163] The half-full ratio information is the mortar saturation calculation formula , the half-full ratio information can be used to calculate a more accurate mortar saturation and improve the accuracy of the data.

[0164] Reference Figure 7 , the wall mortar saturation detection method also includes:

[0165] Step S600: Calculate the difference between the mortar saturation information and the target saturation information to obtain differential saturation information.

[0166] The value corresponding to the difference saturation information is the difference between the value corresponding to the mortar saturation information and the value corresponding to the target saturation information. It is obtained through basic subtraction operations to determine the difference between the two, which facilitates subsequent judgment of the current mortar saturation situation.

[0167] Step S601: Determine whether the value corresponding to the difference saturation information is less than zero.

[0168] The purpose of the judgment is to find out whether the value corresponding to the mortar saturation information is greater than the value corresponding to the target saturation information, so as to judge whether the current mortar saturation is qualified.

[0169] Step S6011: If the value corresponding to the difference saturation information is not less than zero, a qualified signal is output.

[0170] When the value corresponding to the difference saturation information is not less than zero, it indicates that the mortar saturation at this time meets the requirements, and a qualified signal is output for identification to inform the staff of the situation.

[0171] Step S6012: If the value corresponding to the difference saturation information is less than zero, the startup duration information is determined by matching the unit quantity information, saturation information, and duration information stored in the preset startup database with the detection quantity information and difference saturation information.

[0172] When the value corresponding to the difference saturation information is less than zero, it means that the mortar saturation at this time does not meet the requirements and needs to be poured again; the number corresponding to the unit quantity information is the number of masonry units, the saturation information is the difference in saturation under the number corresponding to the unit quantity information, and the duration corresponding to the duration information is the duration for the pouring equipment to be started. The unit quantity information, saturation information and duration information correspond to each other. The staff obtains the correspondence between the three through continuous experiments, thereby realizing the establishment of a startup database. The method for establishing the startup database is a conventional technical means for technical personnel in this field and will not be elaborated on. When the detection quantity information and the difference saturation information are input into the startup database, the startup database can output the corresponding duration information, which is the startup duration information, and the startup duration information is the duration for the pouring equipment to perform the pouring operation at this time.

[0173] Step S602: Control the duration corresponding to the operation start duration information of the pouring equipment to perform watering, and output a compensation completion signal when the pouring equipment stops operating.

[0174] Control the operation of the pouring equipment and pour for the time corresponding to the start time information, so that the mortar in the wall can be filled, so that the saturation of the wall mortar can meet the construction requirements under the action of the pouring equipment; when the pouring equipment stops, the compensation completion signal is output to inform the staff of the situation, so as to facilitate the subsequent re-testing of the mortar saturation after the mortar is filled.

[0175] Reference Figure 8 , the wall mortar saturation detection method also includes:

[0176] Step S700: After the compensation completion signal is output, the detection device is controlled to move to the first detection unit for detection again.

[0177] When the compensation completion signal is output, it indicates that the grouting equipment has compensated and filled the mortar of the wall. At this time, the detection equipment is controlled to move to the first test unit for testing again, so that the detection equipment can continue to move to determine the new dividing point.

[0178] Step S701: Update the half-full ratio information, half-full quantity information, and full quantity information to recalculate new mortar saturation information, and define the mortar saturation information as compensated saturation information.

[0179] After the dividing point is updated, the half-full ratio information, half-full quantity information, and full quantity information are all updated accordingly. At this time, the current actual mortar saturation information can be calculated through the new half-full ratio information, half-full quantity information, and full quantity information. At this time, the current mortar saturation information is defined as the compensated saturation information to facilitate subsequent judgment of the mortar saturation.

[0180] Step S702: Determine whether the value corresponding to the compensated saturation information is greater than the value corresponding to the target saturation information.

[0181] The purpose of the judgment is to know whether the saturation of the wall mortar meets the requirements after the mortar is compensated by the pouring equipment.

[0182] Step S7021: If the value corresponding to the compensated saturation information is greater than the value corresponding to the target saturation information, a qualified signal is output.

[0183] When the value corresponding to the compensated saturation information is greater than the value corresponding to the target saturation information, it indicates that the mortar saturation at this time meets the requirements, and a qualified signal is output to inform the staff of the situation.

[0184] Step S7022: If the value corresponding to the compensated saturation information is not greater than the value corresponding to the target saturation information, an abnormal signal is output.

[0185] When the value corresponding to the compensated saturation information is not greater than the value corresponding to the target saturation information, it means that the mortar saturation still does not meet the requirements under the action of the pouring equipment. At this time, there may be objects in the wall that block the movement of the mortar, so that the mortar saturation does not meet the requirements. An abnormal signal is output to inform the staff of the abnormal situation so that the staff can deal with the abnormal situation in time.

[0186] Reference Figure 9 Based on the same inventive concept, an embodiment of the present invention provides a wall mortar saturation detection system, comprising:

[0187] An acquisition module is used to obtain activation signals and information on the number of masonry units detected, where the masonry units are obtained by evenly dividing the wall;

[0188] A processing module, connected to the acquisition module and the judgment module, for storing and processing information;

[0189] The processing module activates a preset detection device according to the activation signal to knock on the masonry unit and obtain sound decibel information;

[0190] A determination module, configured to determine whether the decibel value corresponding to the sound decibel information is greater than a preset first decibel threshold;

[0191] If the judgment module determines that the decibel value corresponding to the sound decibel information is greater than the first decibel threshold, the processing module defines the masonry unit as a hollow unit;

[0192] If the judgment module determines that the decibel value corresponding to the sound decibel information is not greater than the first decibel threshold, the judgment module determines whether the decibel value corresponding to the sound decibel information is greater than a preset second decibel threshold;

[0193] If the judgment module determines that the decibel value corresponding to the sound decibel information is greater than the second decibel threshold, the processing module defines the masonry unit as a half-full unit;

[0194] If the judging module determines that the decibel value corresponding to the sound decibel information is not greater than the second decibel threshold, the processing module defines the masonry unit as a filled unit;

[0195] The processing module obtains half-full quantity information according to the half-full unit count, and obtains full quantity information according to the full unit count;

[0196] The processing module calculates and obtains the mortar saturation information based on the half-filled quantity information, the filled quantity information, and the detected quantity information;

[0197] The first test unit determination module is used to determine the first masonry unit to be tested, so as to roughly judge whether the mortar saturation meets the requirements through the first tested masonry unit;

[0198] The unqualified processing module is used to re-fill mortar on walls that do not meet the requirements until the mortar has the possibility of meeting the requirements, which facilitates the subsequent calculation of mortar saturation;

[0199] Masonry unit classification module, used to classify each masonry unit to facilitate the subsequent calculation of mortar saturation;

[0200] The half-full degree determination module is used to determine the average degree of sand adhesion of all half-full units, so that the subsequent mortar saturation calculation is more accurate;

[0201] The saturation judgment module is used to judge the current mortar saturation to determine whether the current mortar saturation meets the operation requirements;

[0202] The abnormality detection module is used to re-pouring when the mortar saturation does not meet the requirements, so as to determine and eliminate the situation where other abnormal conditions exist in the wall and affect the mortar saturation.

[0203] Those skilled in the art will clearly understand that for the sake of convenience and brevity, the division of the above-mentioned functional modules is only used as an example for illustration. In actual applications, the above-mentioned functions can be assigned to different functional modules as needed, that is, the internal structure of the device can be divided into different functional modules to complete all or part of the functions described above. The specific working processes of the above-mentioned systems, devices, and units can refer to the corresponding processes in the aforementioned method embodiments and will not be repeated here.

[0204] An embodiment of the present invention provides a computer-readable storage medium storing a computer program capable of being loaded and executed by a processor for a wall mortar saturation detection method.

[0205] Computer storage media include, for example, various media that can store program codes, such as USB flash drives, mobile hard disks, read-only memories (ROMs), random access memories (RAMs), magnetic disks, or optical disks.

[0206] Based on the same inventive concept, an embodiment of the present invention provides an intelligent terminal, including a memory and a processor, wherein the memory stores a computer program that can be loaded by the processor and execute a wall mortar saturation detection method.

[0207] Those skilled in the art will clearly understand that for the sake of convenience and brevity, the division of the above-mentioned functional modules is only used as an example for illustration. In actual applications, the above-mentioned functions can be assigned to different functional modules as needed, that is, the internal structure of the device can be divided into different functional modules to complete all or part of the functions described above. The specific working processes of the above-mentioned systems, devices, and units can refer to the corresponding processes in the aforementioned method embodiments and will not be repeated here.

[0208] The above are all preferred embodiments of the present application and are not intended to limit the scope of protection of this application. Unless otherwise specified, any feature disclosed in this specification (including the abstract and drawings) may be replaced by other equivalent or similar features. In other words, unless otherwise specified, each feature is merely an example of a series of equivalent or similar features.

Claims

1. A method for detecting wall mortar saturation, characterized in that: include: Obtaining activation signals and information on the number of masonry units detected, wherein the masonry units are obtained by evenly dividing the wall; activating a preset detection device according to an activation signal to knock on the masonry unit and obtain sound decibel information; Determine whether the decibel value corresponding to the sound decibel information is greater than a preset first decibel threshold; If the decibel value corresponding to the sound decibel information is greater than the first decibel threshold, the masonry unit is defined as a hollow unit; If the decibel value corresponding to the sound decibel information is not greater than the first decibel threshold, determining whether the decibel value corresponding to the sound decibel information is greater than a preset second decibel threshold; If the decibel value corresponding to the sound decibel information is greater than the second decibel threshold, the masonry unit is defined as a half-full unit; If the decibel value corresponding to the sound decibel information is not greater than the second decibel threshold, the masonry unit is defined as a full unit; obtaining half-full quantity information based on half-full unit counts, and obtaining full quantity information based on full unit counts; The mortar saturation information is obtained by calculation based on the half-filled quantity information, the filled quantity information and the tested quantity information; The first half-full cell detected is defined as the initial cell, and the last half-full cell detected is defined as the terminal cell; Obtaining the initial position information of the initial unit and the final position information of the final unit; Determine horizontal distance information and vertical distance information according to the initial position information and the final position information; Determine adjustment angle information according to the horizontal distance information and the vertical distance information; Determine half-full ratio information by matching the angle information and ratio information stored in the preset mean value database with the adjustment angle information; The mortar saturation information is obtained by calculation based on the half-full ratio information, half-full quantity information, full quantity information and detection quantity information.

2. The wall mortar saturation detection method according to claim 1, characterized in that: Also included is a method for detecting a tap movement of a device, the method comprising: Obtaining perfusion position information and target saturation information; Determine the pouring direction information according to the pouring position information, determine the first masonry unit to be tested according to the pouring position information, the pouring direction information and the target saturation information, and define the masonry unit as the first test unit; Determine whether the first tested unit is a full unit; If the first tested unit is not a full unit, a failure signal is output; If the first tested cell is a full cell, a continuous detection signal is output.

3. The wall mortar saturation detection method according to claim 2, characterized in that: Also includes: After the unqualified signal is output, the preset filling equipment is controlled to start the filling operation; When the perfusion device is started, the preset fixed time countdown is controlled, and when the fixed time countdown returns to zero, the detection device is controlled to continue detecting the first test unit; Determine whether the first tested unit is a full unit; If the first tested unit is not a full unit, the fixed time length is reset and the timing is restarted; If the first tested unit is a full unit, a continuous detection signal is output and the filling equipment is controlled to stop operation.

4. The wall mortar saturation detection method according to claim 3, characterized in that: After the continuous detection signal is output, the detection method further includes: Controlling the detection device to move along the direction corresponding to the pouring direction information to detect adjacent masonry units, and determining whether the detected masonry units are filled units; If the masonry unit being tested is a filled unit, a continuous detection signal is output; If the masonry unit being inspected is not a filled unit, controlling the inspection device to move along a preset fixed direction to inspect adjacent masonry units; When the detection device detects a full unit, the detection device is controlled to move in the direction corresponding to the pouring direction information to detect the adjacent masonry unit; when the detection device detects a half-full unit, the detection device is controlled to move in a fixed direction to detect the adjacent masonry unit; when the detection device detects a hollow unit, the detection device is controlled to move in the opposite direction to the direction corresponding to the pouring direction information to detect the adjacent masonry unit, until the detection device moves to a preset stop position, stops moving, and outputs a detection end signal; After the detection end signal is output, the half-filled unit is symmetrically processed according to the symmetry line parallel to the direction corresponding to the wall and the pouring direction information; The masonry units that are in the opposite direction to the pouring direction information of the half-full unit are defined as full units.

5. The wall mortar saturation detection method according to claim 4, characterized in that: Also includes: calculating the difference between the mortar saturation information and the target saturation information to obtain differential saturation information; Determine whether the value corresponding to the difference saturation information is less than zero; If the value corresponding to the difference saturation information is not less than zero, a qualified signal is output; If the value corresponding to the difference saturation information is less than zero, the startup duration information is determined by matching the unit quantity information, saturation information, and duration information stored in the preset startup database with the detection quantity information and difference saturation information; Control the duration corresponding to the start duration information of the pouring equipment operation to perform watering, and output a compensation completion signal when the pouring equipment stops operating.

6. The wall mortar saturation detection method according to claim 5, characterized in that: Also includes: After the compensation is completed and the signal is output, the detection equipment is controlled to move to the first test unit for detection again; The half-full ratio information, the half-full quantity information, and the full quantity information are updated to recalculate new mortar saturation information, and the new mortar saturation information is defined as compensated saturation information; Determine whether the value corresponding to the compensated saturation information is greater than the value corresponding to the target saturation information; If the value corresponding to the compensated saturation information is greater than the value corresponding to the target saturation information, a qualified signal is output; If the value corresponding to the compensated saturation information is not greater than the value corresponding to the target saturation information, an abnormal signal is output.

7. A wall mortar saturation detection system, characterized in that: include: An acquisition module is used to obtain activation signals and information on the number of masonry units detected, where the masonry units are obtained by evenly dividing the wall; A processing module, connected to the acquisition module and the judgment module, for storing and processing information; The processing module activates a preset detection device according to the activation signal to knock on the masonry unit and obtain sound decibel information; A determination module, configured to determine whether the decibel value corresponding to the sound decibel information is greater than a preset first decibel threshold; If the judgment module determines that the decibel value corresponding to the sound decibel information is greater than the first decibel threshold, the processing module defines the masonry unit as a hollow unit; If the judgment module determines that the decibel value corresponding to the sound decibel information is not greater than the first decibel threshold, the judgment module determines whether the decibel value corresponding to the sound decibel information is greater than a preset second decibel threshold; If the judgment module determines that the decibel value corresponding to the sound decibel information is greater than the second decibel threshold, the processing module defines the masonry unit as a half-full unit; If the judging module determines that the decibel value corresponding to the sound decibel information is not greater than the second decibel threshold, the processing module defines the masonry unit as a filled unit; The processing module obtains half-full quantity information according to the half-full unit count, and obtains full quantity information according to the full unit count; The processing module calculates and obtains the mortar saturation information based on the half-filled quantity information, the filled quantity information, and the detected quantity information; A memory for storing a program of the wall mortar saturation detection method according to any one of claims 1 to 6; The processor and the program in the memory can be loaded and executed by the processor to implement the control method of the wall mortar saturation detection method as claimed in any one of claims 1 to 6.

8. An intelligent terminal, characterized in that: The method comprises a memory and a processor, wherein the memory stores a computer program that can be loaded by the processor and executes the method according to any one of claims 1 to 6.

9. A computer-readable storage medium, characterized in that A computer program is stored which can be loaded by a processor and execute the method according to any one of claims 1 to 6.

Images