Human body comfort level zoning method under blasting vibration influence
By constructing a vibration speed prediction model and predicting the vibration speed within the impact range of the blasting impact, the impact of blasting vibration on human comfort is solved, and accurate partitioning and safety of human comfort is achieved.
Patent Information
- Application Number
- CN202411994158.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-31
- Publication Date
- 2025-04-29
AI Technical Summary
The blasting vibration generated by blasting construction affects the comfort of the human body. It is difficult for the prior art to effectively reduce the harm of blasting vibration and improve blasting safety.
By obtaining the location parameter information of the blasting point, a vibration speed prediction model is constructed to predict the vibration speed of each position in the blasting impact area when the blasting is about to be carried out, and the comfort of the human body on the surface is divided according to the vibration speed and vibration frequency.
It realizes an accurate judgment of the human body's comfort under the action of blasting vibration, effectively reduces the harm of blasting vibration, and improves blasting safety.
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Figure CN119903317A_ABST
Abstract
Description
Technical Field
[0001] The invention belongs to the technical field of blasting protection, and relates to a method for zoning human body comfort, and in particular to a method for zoning human body comfort under the influence of blasting vibration. Background Art
[0002] Blasting technology is an indispensable and important means in infrastructure construction, and blasting construction operations are often carried out near densely populated areas. With the rapid development of human society and economy, people's pursuit of environmental comfort is getting higher and higher. The blasting vibration generated by engineering blasting construction can easily arouse people's disgust, leading to complaints and even obstruction of the project. It is necessary to control the impact of blasting vibration on human comfort. Based on the blasting vibration simulation experiment of the vibration table, the relationship between vibration parameters, changes in human electrocardiogram indicators and human comfort was deeply studied, and the subjective feelings of the human body were quantified. A quantitative evaluation system for human comfort under the influence of blasting vibration considering human physiological indicators was established, and the evaluation system was applied to engineering practice to provide more accurate guidance for blasting projects near densely populated areas. Summary of the invention
[0003] In order to solve the above technical problems existing in the background technology, the present invention provides a method for zoning human comfort under the influence of blasting vibration, which can effectively reduce the harm of blasting vibration and improve the safety of blasting.
[0004] In order to achieve the above object, the present invention adopts the following technical solution:
[0005] A method for zoning human body comfort under the influence of blasting vibration, characterized in that: the method for zoning human body comfort under the influence of blasting vibration comprises:
[0006] 1) Acquiring first information, wherein the first information at least includes blasting point location parameter information;
[0007] 2) constructing a vibration velocity prediction model based on the first information obtained in step 1);
[0008] 3) obtaining the vibration velocity at each position in the blasting impact area when blasting is about to be carried out according to the vibration velocity prediction model obtained in step 2);
[0009] 4) Based on the vibration velocity and vibration frequency at each location within the blasting impact area obtained in step 3), the human comfort level on the ground surface is divided into zones.
[0010] Preferably, the blasting point position parameter information used in the present invention includes the blasting point position and the blasting charge of the blasting point.
[0011] Preferably, the specific implementation of step 2) adopted in the present invention is:
[0012] 2.1) Arrange vibration velocity monitoring points according to the location parameter information of the blasting points and obtain the location parameter information of the monitoring points;
[0013] 2.2) Setting a vibration velocity sensor group at the vibration velocity monitoring point, and collecting and obtaining vibration response information based on the sensor group;
[0014] 2.3) Exploring mathematical models based on the fitting parameters of the blasting point location parameter information, monitoring point location parameter information and vibration response information;
[0015] 2.4) Solve the unknown parameters of the parameter exploration mathematical model obtained by fitting in step 2.3) to obtain a vibration velocity prediction model.
[0016] Preferably, the monitoring point location parameter information in step 2.1) adopted in the present invention includes the location of each node within the blasting impact range, the height difference between the node and the blasting source, and the distance between the node and the blasting source;
[0017] The vibration response information in step 2.2) includes the vibration response generated by at least one blast; the vibration response includes the vibration velocity of each node within the blasting impact range;
[0018] The step 2.3) is to explore the mathematical model based on the blasting charge at the blasting point, the height difference between the node and the blasting source, the distance between the node and the blasting source, and the vibration velocity fitting parameters of each node within the blasting influence range.
[0019] Preferably, the expression of the parameter exploration mathematical model adopted by the present invention is:
[0020]
[0021] in:
[0022] The V is the peak velocity of the particle;
[0023] The k, α, and β are all unknown parameters to be solved;
[0024] Q is the weight of explosive for a single blast;
[0025] R is the distance from the explosion source to the node;
[0026] The H is the height difference between the explosion source and the node.
[0027] Preferably, the specific implementation method of step 3) adopted by the present invention is:
[0028] 3.1) Obtain the weight of the explosive to be used in the blasting;
[0029] 3.2) Obtain the distance and height difference from each location in the blasting impact area to the blasting source when blasting is about to take place;
[0030] 3.3) Substitute the explosive weight obtained in step 3.1) and the distance from each position in the blasting influence area to the blast source and the height difference obtained in step 3.2) into the vibration velocity prediction model obtained in step 2) to predict the vibration velocity at each position in the blasting influence area when the blasting is about to take place.
[0031] Preferably, the human body comfort on the ground surface in step 4) adopted by the present invention includes no annoyance, slight annoyance, general annoyance and very annoyance; the specific implementation method of the human body comfort zoning on the ground surface in step 4) is:
[0032] When the vibration direction is vertical, the vibration frequency is ≤80Hz and the vibration speed is <0.50cm·s -1 When the human body is comfortable, it is not troublesome;
[0033] When the vibration direction is vertical, the vibration frequency is ≤80Hz and the vibration speed is 0.50~0.70cm·s -1 When, human body comfort is in the state of slight annoyance;
[0034] When the vibration direction is vertical, the vibration frequency is ≤80Hz and the vibration speed is 0.70~1.00cm·s -1 When the human body comfort level is in general distress;
[0035] When the vibration direction is vertical, the vibration frequency is ≤80Hz and the vibration speed is 1.00~2.50cm·s -1 When the human body is in a state of great discomfort;
[0036] When the vibration direction is vertical, the vibration frequency is 100 Hz and the vibration speed is 2.50-3.50 cm·s -1 When the human body is in a state of great discomfort;
[0037] When the vibration direction is vertical, the vibration frequency is 120 Hz and the vibration speed is 3.50-4.50 cm·s -1 When the human body comfort level is in general distress;
[0038] When the vibration direction is horizontal, the vibration frequency is ≤80Hz and the vibration speed is <2.50cm·s -1 When the human body is comfortable, it is not troublesome;
[0039] When the vibration direction is horizontal, the vibration frequency is 100 Hz and the vibration speed is 2.50-3.50 cm·s -1 When the human body is comfortable, it is not troublesome;
[0040] When the vibration direction is horizontal, the vibration frequency is 120 Hz and the vibration speed is 3.50-4.50 cm·s-1 When the human body is in a state of slight discomfort.
[0041] A human body comfort zoning system under the influence of blasting vibration for realizing the human body comfort zoning method under the influence of blasting vibration as described above, characterized in that: the human body comfort zoning system under the influence of blasting vibration comprises:
[0042] An information acquisition unit for acquiring blasting point location parameter information, monitoring point location parameter information, and vibration response information;
[0043] A model building unit for building a vibration velocity prediction model based on blasting point location parameter information, monitoring point location parameter information, and vibration response information;
[0044] A calculation unit for calculating unknown parameters of a parameter exploration mathematical model and for calculating vibration velocity at each location in an area of a blasting influence range when blasting is about to be performed;
[0045] And, a safety assessment unit for zoning or assessing the comfort level of humans on the ground surface according to the vibration velocity and vibration frequency at various locations in the blasting impact area when blasting is about to take place.
[0046] A readable storage medium or memory, characterized in that the readable storage medium or memory stores or records the method for zoning human comfort under the influence of blasting vibration as described above.
[0047] A device for zoning human comfort levels under the influence of blasting vibration, characterized in that the device comprises a processor and a readable storage medium or memory as described above, and the processor is used to read and execute the method for zoning human comfort levels under the influence of blasting vibration as described above, which is stored or recorded in the readable storage medium or memory as described above.
[0048] The advantages of the present invention are:
[0049] The present invention provides a method for zoning human comfort under the influence of blasting vibration, comprising: 1) obtaining first information, the first information at least including blasting point location parameter information; 2) constructing a vibration velocity prediction model based on the first information obtained in step 1); 3) obtaining the vibration velocity of each position in the blasting influence range when blasting is about to be carried out according to the vibration velocity prediction model obtained in step 2); 4) zoning the human comfort on the ground surface based on the vibration velocity and vibration frequency of each position in the blasting influence range when blasting is about to be carried out. The present invention conducts extensive research and statistical analysis on the subjective feelings of the human body based on real engineering examples, and the obtained evaluation system is close to the feelings of the affected people, and can make accurate judgments on the human comfort zoning under the action of blasting vibration, effectively reduce the harm of blasting vibration, and improve blasting safety. BRIEF DESCRIPTION OF THE DRAWINGS
[0050] Figure 1 It is a schematic flow chart of a method for zoning human comfort under the influence of blasting vibration described in an embodiment of the present invention;
[0051] Figure 2 It is a construction schematic diagram described in an embodiment of the present invention;
[0052] Figure 3 It is a schematic diagram of the structure of the human body comfort zoning device under the influence of blasting vibration described in an embodiment of the present invention;
[0053] Figure 4 It is a schematic diagram of the structure of the human body comfort zoning device under the influence of blasting vibration described in an embodiment of the present invention.
[0054] Markings in the figure:
[0055] 1-first acquisition unit; 2-parameter exploration unit; 21-first sending unit; 22-second acquisition unit: 23-first calculation unit; 231-third acquisition unit: 232-first extraction unit; 233-parameter calculation unit; 2331-second extraction unit; 2332-second calculation unit; 3-safety evaluation unit; 31-fourth calculation unit; 32-first construction unit; 33-fifth calculation unit; 800-human comfort zoning device under the influence of blasting vibration; 801-processor: 802-memory; 803-multimedia component; 804-I / 0 interface; 805-communication component. DETAILED DESCRIPTION
[0056] The present invention provides a method for zoning human comfort under the influence of blasting vibration, the method comprising:
[0057] 1) obtaining first information, the first information at least including blasting point position parameter information, wherein the blasting point position parameter information includes the blasting point position and the blasting charge amount of the blasting point;
[0058] 2) Based on the first information obtained in step 1), a vibration velocity prediction model is constructed, specifically:
[0059] 2.1) Arrange vibration velocity monitoring points according to the blasting point location parameter information, and obtain the monitoring point location parameter information, wherein the monitoring point location parameter information includes the position of each node within the blasting influence range, the height difference between the node and the blasting source, and the distance between the node and the blasting source;
[0060] 2.2) Setting a vibration velocity sensor group at the vibration velocity monitoring point, collecting and acquiring vibration response information based on the sensor group, wherein the vibration response information includes the vibration response generated by at least one blast; the vibration response includes the vibration velocity of each node within the blasting influence range;
[0061] 2.3) Fitting parameter exploration mathematical model based on blasting point location parameter information, monitoring point location parameter information and vibration response information. Exemplarily, this step is to fit parameter exploration mathematical model based on blasting charge at blasting point, height difference between node and blasting source, distance between node and blasting source and vibration velocity of each node within the blasting influence range; wherein, the expression of parameter exploration mathematical model is:
[0062]
[0063] in:
[0064] V is the peak particle velocity;
[0065] k, α, β are all unknown parameters to be solved;
[0066] Q is the weight of explosives for a single blast;
[0067] R is the distance from the burst source to the node;
[0068] H is the height difference between the explosion source and the node.
[0069] 2.4) Solve the unknown parameters of the parameter exploration mathematical model obtained by fitting in step 2.3) to obtain a vibration velocity prediction model.
[0070] 3) According to the vibration velocity prediction model obtained in step 2), the vibration velocity at each position in the blasting influence range when the blasting is about to be carried out is obtained, specifically:
[0071] 3.1) Obtain the weight of the explosive to be used in the blasting;
[0072] 3.2) Obtain the distance and height difference from each location in the blasting impact area to the blasting source when blasting is about to take place;
[0073] 3.3) Substitute the explosive weight obtained in step 3.1) and the distance from each position in the blasting influence area to the blast source and the height difference obtained in step 3.2) into the vibration velocity prediction model obtained in step 2) to predict the vibration velocity at each position in the blasting influence area when the blasting is about to take place.
[0074] 4) Based on the vibration velocity and vibration frequency of each position in the blasting impact area obtained in step 3), the human comfort on the ground surface is divided into zones, wherein the vibration frequency is obtained by monitoring the on-site blasting measurement points using a vibration monitoring instrument, usually using a TC-4850 blasting vibration meter, which can measure the vibration velocity and frequency values of the measured point caused by the blasting. In this step, the human comfort on the ground surface includes no annoyance, slight annoyance, general annoyance, and very annoyance; the specific implementation method of the human comfort zone on the ground surface in step 4) is:
[0075] When the vibration direction is vertical, the vibration frequency is ≤80Hz and the vibration speed is <0.50cm·s -1 When the human body is comfortable, it is not troublesome;
[0076] When the vibration direction is vertical, the vibration frequency is ≤80Hz and the vibration speed is 0.50~0.70cm·s -1 When, human body comfort is in the state of slight annoyance;
[0077] When the vibration direction is vertical, the vibration frequency is ≤80Hz and the vibration speed is 0.70~1.00cm·s -1 When the human body comfort level is in general distress;
[0078] When the vibration direction is vertical, the vibration frequency is ≤80Hz and the vibration speed is 1.00~2.50cm·s -1 When the human body is in a very uncomfortable state,
[0079] When the vibration direction is vertical, the vibration frequency is 100 Hz and the vibration speed is 2.50-3.50 cm·s -1 When the human body is in a very uncomfortable state,
[0080] When the vibration direction is vertical, the vibration frequency is 120 Hz and the vibration speed is 3.50-4.50 cm·s -1 When the human body comfort level is in general distress;
[0081] When the vibration direction is horizontal, the vibration frequency is ≤80Hz and the vibration speed is <2.50cm·s -1 When the human body is comfortable, it is not troublesome;
[0082] When the vibration direction is horizontal, the vibration frequency is 100 Hz and the vibration speed is 2.50-3.50 cm·s -1 When the human body is comfortable, it is not troublesome;
[0083] When the vibration direction is horizontal, the vibration frequency is 120 Hz and the vibration speed is 3.50-4.50 cm·s -1 When the human body is in a state of slight discomfort.
[0084] The following is a detailed description of the human body comfort zoning method under the influence of blasting vibration provided by the present invention in conjunction with the accompanying drawings:
[0085] See also Figure 1 The present invention provides a method for zoning human comfort under the influence of blasting vibration, specifically:
[0086] For illustration purposes, see Figure 2Construction diagram. During the implementation of the invention, tunnels are excavated on the left and right lines respectively, with the spacing between the left and right lines being 18m. The tunnel excavation section adopts a typical circular section with a diameter of 7.1m. The left and right line tunnels are blasted in a section about 45m long each, with the right line being constructed first. The vertical height difference between the top of the interval tunnel and the bottom floor of the main building is 42.10m, and the horizontal distance is 74.65m. The closest building to the explosion source is about 36.1m. The blasthole is filled with 2# rock emulsion explosive, the blasthole diameter is 40mm, the drug roller diameter is 32mm, the trenching holes are arranged in a wedge shape, the single hole is charged with 1.3kg, the cutting depth is 1.5m, the horizontal radial of the tunnel excavation is 62 degrees, and the first sensor is selected symmetrically along the central axis at different steps on the surface for monitoring.
[0087] By extensively monitoring the ground vibration velocity on site, fitting the mathematical model with a large amount of data, and then more accurately zoning the human comfort, the hazards of blasting construction can be reduced as much as possible. According to the parameters, the prediction formula of the ground vibration velocity attenuation law is constructed, and then the human comfort is zoned by the vibration velocity.
[0088] The vibration velocity prediction formula is:
[0089]
[0090] in:
[0091] Where V is the peak velocity of the particles; k, α, and β are all unknown parameters; Q is the weight of the explosive for a single blast; R is the distance from the blast source to the node; and H is the height difference between the blast source and the node.
[0092] When solving for unknown parameters, specifically:
[0093] Step S210: Send a first control command, which includes a command to arrange vibration velocity monitoring points according to the blasting point location parameter information. It should be noted that, by way of example, in the present invention, the first sensor group includes 12 monitoring points, and is located at the surface where human comfort zones need to be made. For details, see Figure 2 In this application, monitoring points numbered 1-12 are arranged in the advance tunnel. At the same time, the sensor used in this application is a blasting vibrometer, and blasting vibration monitoring is performed by the blasting vibrometer. It should be noted that an empirical formula that can reflect the propagation law of blasting vibration waves is obtained. At the same time, for skilled technicians, it is not necessary to be restricted to using 12 sensors arranged on the surface. A small number of sensors can also be used to measure multiple groups of blasting data, and the empirical formula can also be fitted.
[0094] S220: Acquire second information, where the second information includes first vibration response information collected by the first sensor group, where the first vibration response information includes a vibration response generated by at least one blast.
[0095] S230, three unknown parameters in the mathematical model are calculated according to the blasting point position parameter and the first vibration response information. That is, the present invention calculates the three unknown parameters in the mathematical model through the first vibration response information.
[0096] Specifically, S230 includes:
[0097] S231. Acquire third information, where the third information includes distance information between each sensor in the first sensor group and the blasting point and the amount of explosive corresponding to the vibration information collected by the first sensor group each time.
[0098] S232. Extract fourth information from the first vibration response information, where the fourth information includes a peak vibration velocity collected by each sensor in the first sensor group.
[0099] S233. Obtain three unknown parameters in the mathematical model through regression calculation based on the third information, the fourth information and the blasting point location parameters.
[0100] S300, based on the mathematical model, the blasting charge, the vibration velocity of each node within the blasting influence area, the elevation difference between the node and the blasting source, and the distance from the blasting source, the human comfort zone is calculated, specifically including:
[0101] S310, obtaining the weight of the blasting explosive; it should be noted that the weight of the blasting explosive mentioned in this step is the weight of the explosive to be used in the blasting.
[0102] S320. Obtain fifth information based on the relationship between the ground surface vibration level and human body comfort, the fifth information including the vibration direction and vibration speed of the ground surface measurement point, the vibration frequency, and the relationship between the vibration direction and human body annoyance level.
[0103] S330. Construct a vibration velocity prediction formula based on unknown parameters.
[0104] That is, the vibration velocity prediction formula constructed in this step is:
[0105]
[0106] Among them, V is the peak velocity of the particles; k and α, β are all unknown parameters; Q is the weight of the explosive for a single blast; R is the distance from the blast source to the node; H is the height difference between the blast source and the node. It should be noted that when applied in engineering, the unknown parameters in this formula should be known constants after fitting the data obtained from field test monitoring.
[0107] S340, calculating the human comfort zone on the ground surface according to the fifth information and the vibration speed prediction formula. That is, in this step, the human comfort zone on the ground surface can be calculated by the vibration direction and vibration speed of the ground surface measuring point, the vibration frequency, and the relationship between the vibration speed frequency and the human annoyance degree.
[0108] It should be noted that the relationship between the human annoyance levels mentioned in this step is obtained through a vibration table test, and the specific content is shown in the table below.
[0109]
[0110] In this method, a vibration table experiment is conducted to study the relationship between ECG changes and human subjective feelings and vibration parameters during the test. The ECG index RMSSD is used to quantify human subjective feelings, and a quantitative evaluation system for human comfort under the influence of blasting vibration is established. Based on extensive surveys and statistical analyses of human subjective feelings based on real engineering examples, the resulting evaluation system is close to the feelings of the affected people and can make accurate judgments on the human comfort zoning under the action of blasting vibration, effectively reducing the hazards of blasting vibration and improving blasting safety.
[0111] The present invention provides a method for zoning human body comfort under the influence of blasting vibration as described above, and also provides a system for zoning human body comfort under the influence of blasting vibration that can implement the method. The system for zoning human body comfort under the influence of blasting vibration includes: an information acquisition unit for acquiring blasting point location parameter information, acquiring monitoring point location parameter information, and acquiring vibration response information; a model construction unit for constructing a vibration velocity prediction model according to the blasting point location parameter information, the monitoring point location parameter information, and the vibration response information; a calculation unit for calculating unknown parameters of a parameter exploration mathematical model and for calculating the vibration velocity at each position in an area of an impact range of a blasting when a blasting is about to be carried out; and a safety evaluation unit for zoning or evaluating the human body comfort on the ground surface according to the vibration velocity and vibration frequency at each position in an area of an impact range of a blasting when a blasting is about to be carried out.
[0112] For details, see Figure 3 The human comfort zoning device under the influence of blasting vibration includes: a first acquisition unit 1, used to acquire first information, the first information includes blasting charge, vibration velocity of each node within the blasting influence range, elevation difference between the node and the blasting source, and distance from the blasting source, and there are three parameters to be solved in the required fitting mathematical model. A parameter exploration unit 2 is used to establish a parameter exploration mathematical model according to the first information, and solve the parameter exploration mathematical model to obtain three unknown parameters. A safety evaluation unit 3 is used to calculate the human comfort zoning on the surface according to the relationship between the mathematical model, vibration velocity frequency and human annoyance degree.
[0113] In the embodiment disclosed in the present application, the parameter exploration unit 2 includes: a first sending unit 21, which is used to send a first control command, and the first control command includes a command to arrange the first sensor group according to the blasting point location parameter information. A second acquisition unit 22, which is used to acquire second information, and the second information includes the first vibration response information collected by the first sensor group, and the first vibration response information includes the vibration response generated by at least one blasting. A first calculation unit 23, which is used to calculate three unknown parameters according to the blasting point and measurement point location parameters and the first vibration response information. In the embodiment disclosed in the present application, the first calculation unit 23 includes: a third acquisition unit 231, which is used to acquire third information, and the third information includes the distance information between each sensor in the first sensor group and the blasting point and the amount of explosive corresponding to the vibration information collected by the first sensor group each time. A first extraction unit 232, which is used to extract fourth information from the first vibration response information, and the fourth information includes the peak vibration velocity collected by each sensor in the first sensor group. A parameter calculation unit 233, which is used to calculate the three unknown parameters in the mathematical model according to the third information, the fourth information and the blasting point location parameters. In the embodiment disclosed in the present application, the parameter calculation unit 233 includes: a second extraction unit 2331, used to extract the sixth information from the second information, the sixth information including the peak vibration velocity collected by each sensor in the first sensor group. A third calculation unit 2332, used to calculate the unknown parameter according to the fifth information and the sixth information.
[0114] In the embodiment disclosed in the present application, the safety assessment unit 3 includes: a fourth calculation unit 31, which is used to obtain seventh information based on the blasting point location parameter information and the measuring point location parameter information, and the seventh information includes the relationship between the vibration frequency and the degree of human annoyance. A first construction unit 32 is used to construct a surface vibration velocity prediction formula based on the parameters. A fifth calculation unit 33 is used to calculate the surface human comfort zone based on the seventh information and the vibration velocity prediction formula. It should be noted that, with respect to the device in the above embodiment, the specific manner in which each module performs the operation has been described in detail in the embodiment of the method, and will not be elaborated here.
[0115] Corresponding to the above method embodiment, this embodiment also provides a human body comfort zone under the influence of blasting vibration. The human body comfort zone under the influence of blasting vibration described below and the human body comfort zone under the influence of blasting vibration described above can be referenced to each other. Figure 4 FIG. 8 is a block diagram of a human body comfort zoning device 800 under the influence of blasting vibration according to an exemplary embodiment. Figure 4As shown, the human body comfort zoning device 800 under the influence of blasting vibration may include: a processor 801 and a memory 802. The human body comfort zoning device 800 under the influence of blasting vibration may also include one or more of a multimedia component 803, an I / O interface 804, and a communication component 805.
[0116] The processor 801 is used to control the overall operation of the human body comfort zoning device 800 under the influence of blasting vibration to complete all or part of the steps in the human body comfort zoning method under the influence of blasting vibration. The memory 802 is used to store various types of data to support the operation of the human body comfort zoning device 800 under the influence of blasting vibration. These data may include, for example, instructions for any application or method operating on the human body comfort zoning device 800 under the influence of blasting vibration, as well as application-related data, such as contact data, sent and received messages, pictures, audio, video, etc. The memory 802 can be implemented by any type of volatile or non-volatile storage device or a combination thereof, such as static random access memory (SRAM), electrically erasable programmable read-only memory (EEPROM), erasable programmable read-only memory (EPROM), programmable read-only memory (PROM), read-only memory (ROM), magnetic memory, flash memory, disk or optical disk. The multimedia component 803 may include a screen and an audio component. The screen may be, for example, a touch screen, and the audio component is used to output and / or input audio signals. For example, the audio component may include a microphone for receiving external audio signals. The received audio signal may be further stored in the memory 802 or sent via the communication component 805. The audio component also includes at least one speaker for outputting audio signals. The I / O interface 804 provides an interface between the processor 801 and other interface modules, and the above-mentioned other interface modules can be keyboards, mice, buttons, etc. These buttons can be virtual buttons or physical buttons. The communication component 805 is used for wired or wireless communication between the human body comfort zoning device 800 under the influence of blasting vibration and other devices. Wireless communication, such as Wi-Fi, Bluetooth, Near Field Communication (NFC), 2G, 3G or 4G, or a combination of one or more of them, so the corresponding communication component 805 can include: Wi-Fi module, Bluetooth module, NFC module.
[0117] In an exemplary embodiment, the human body comfort zoning device 800 under the influence of blasting vibration can be implemented by one or more application specific integrated circuits (Application Specific Integrated Circuit, referred to as ASIC), digital signal processors (Digital Signal Processor, referred to as DSP), digital signal processing devices (Digital Signal Processing Device, referred to as DSPD), programmable logic devices (Programmable Logic Device, referred to as PLD), field programmable gate arrays (Field Programmable Gate Array, referred to as FPGA), controllers, microcontrollers, microprocessors or other electronic components, and is used to execute the above-mentioned human body comfort zoning method under the influence of blasting vibration.
[0118] In another exemplary embodiment, a computer-readable storage medium including program instructions is also provided, and when the program instructions are executed by a processor, the steps of the above-mentioned human body comfort zoning method under the influence of blasting vibration are implemented. For example, the computer-readable storage medium may be the above-mentioned memory 802 including program instructions, and the above-mentioned program instructions may be executed by the processor 801 of the human body comfort zoning device 800 under the influence of blasting vibration to complete the above-mentioned human body comfort zoning method under the influence of blasting vibration.
[0119] Corresponding to the above method embodiment, a readable storage medium is also provided in this embodiment. The readable storage medium described below and the human body comfort zoning method under the influence of blasting vibration described above can be mutually referenced. A readable storage medium, a computer program is stored on the readable storage medium, and when the computer program is executed by the processor, the steps of the human body comfort zoning method under the influence of blasting vibration in the above method embodiment are implemented. The readable storage medium can be a U disk, a mobile hard disk, a read-only memory, a random access memory (Random Access Memory RAM), a disk or an optical disk, and other readable storage media that can store program codes.
Claims
1. A method for zoning human comfort under the influence of blasting vibration, characterized in that: The human body comfort zoning method under the influence of blasting vibration includes: 1) Acquiring first information, wherein the first information at least includes blasting point location parameter information; 2) constructing a vibration velocity prediction model based on the first information obtained in step 1); 3) obtaining the vibration velocity at each position in the blasting impact area when blasting is about to be carried out according to the vibration velocity prediction model obtained in step 2); 4) Based on the vibration velocity and vibration frequency at each location within the blasting impact area obtained in step 3), the human comfort level on the ground surface is divided into zones.
2. The method for zoning human comfort under the influence of blasting vibration according to claim 1 is characterized by: The blasting point position parameter information includes the blasting point position and the blasting charge of the blasting point.
3. The method for zoning human comfort under the influence of blasting vibration according to claim 2 is characterized by: The specific implementation method of step 2) is: 2.1) Arrange vibration velocity monitoring points according to the location parameter information of the blasting points and obtain the location parameter information of the monitoring points; 2.2) Setting a vibration velocity sensor group at the vibration velocity monitoring point, and collecting and obtaining vibration response information based on the sensor group; 2.3) Exploring mathematical models based on the fitting parameters of the blasting point location parameter information, monitoring point location parameter information and vibration response information; 2.4) Solve the unknown parameters of the parameter exploration mathematical model obtained by fitting in step 2.3) to obtain a vibration velocity prediction model.
4. The method for zoning human comfort under the influence of blasting vibration according to claim 3 is characterized by: The monitoring point location parameter information in step 2.1) includes the location of each node within the blasting impact range, the height difference between the node and the blasting source, and the distance between the node and the blasting source; The vibration response information in step 2.2) includes the vibration response generated by at least one blast; the vibration response includes the vibration velocity of each node within the blasting impact range; The step 2.3) is to explore the mathematical model based on the blasting charge at the blasting point, the height difference between the node and the blasting source, the distance between the node and the blasting source, and the vibration velocity fitting parameters of each node within the blasting influence range.
5. The method for zoning human comfort under the influence of blasting vibration according to claim 4 is characterized by: The expression of the parameter exploration mathematical model is: in: The V is the peak velocity of the particle; The k, α, and β are all unknown parameters to be solved; Q is the weight of explosive for a single blast; R is the distance from the explosion source to the node; The H is the height difference between the explosion source and the node.
6. The method for zoning human comfort under the influence of blasting vibration according to claim 5 is characterized by: The specific implementation method of step 3) is: 3.1) Obtain the weight of the explosive to be used in the blasting; 3.2) Obtain the distance and height difference from each location in the blasting impact area to the blasting source when blasting is about to take place; 3.3) Substitute the explosive weight obtained in step 3.1) and the distance from each position in the blasting influence area to the blast source and the height difference obtained in step 3.2) into the vibration velocity prediction model obtained in step 2) to predict the vibration velocity at each position in the blasting influence area when the blasting is about to take place.
7. The method for zoning human comfort under the influence of blasting vibration according to claim 6 is characterized by: The human comfort level on the ground surface in step 4) includes no annoyance, slight annoyance, general annoyance and great annoyance; the specific implementation method of the human comfort level on the ground surface in step 4) is: When the vibration direction is vertical, the vibration frequency is ≤80Hz and the vibration speed is <0.50cm·s -1 When the human body is comfortable, it is not troublesome; When the vibration direction is vertical, the vibration frequency is ≤80Hz and the vibration speed is 0.50~0.70cm·s -1 When, human body comfort is in the state of slight annoyance; When the vibration direction is vertical, the vibration frequency is ≤80Hz and the vibration speed is 0.70~1.00cm·s -1 When the human body comfort level is in general distress; When the vibration direction is vertical, the vibration frequency is ≤80Hz and the vibration speed is 1.00~2.50cm·s -1 When the human body is in a very uncomfortable state, When the vibration direction is vertical, the vibration frequency is 100 Hz and the vibration speed is 2.50-3.50 cm·s -1 When the human body is in a very uncomfortable state, When the vibration direction is vertical, the vibration frequency is 120 Hz and the vibration speed is 3.50-4.50 cm·s -1 When the human body comfort level is in general distress; When the vibration direction is horizontal, the vibration frequency is ≤80Hz and the vibration speed is <2.50cm·s -1 When the human body is comfortable, it is not troublesome; When the vibration direction is horizontal, the vibration frequency is 100 Hz and the vibration speed is 2.50-3.50 cm·s -1 When the human body is comfortable, it is not troublesome; When the vibration direction is horizontal, the vibration frequency is 120 Hz and the vibration speed is 3.50-4.50 cm·s -1 When the human body is in a state of slight discomfort.
8. A human comfort zoning system under the influence of blasting vibration for implementing the human comfort zoning method under the influence of blasting vibration as claimed in any one of claims 1 to 7, characterized in that: The human comfort zoning system under the influence of blasting vibration includes: An information acquisition unit for acquiring blasting point location parameter information, monitoring point location parameter information, and vibration response information; A model building unit for building a vibration velocity prediction model based on blasting point location parameter information, monitoring point location parameter information, and vibration response information; A calculation unit for calculating unknown parameters of a parameter exploration mathematical model and for calculating vibration velocity at each location in an area of a blasting influence range when blasting is about to be performed; And, a safety assessment unit for zoning or assessing the comfort level of humans on the ground surface according to the vibration velocity and vibration frequency at various locations in the blasting impact area when blasting is about to take place.
9. A readable storage medium or memory, characterized in that: The readable storage medium or memory stores or records the method for zoning human comfort under the influence of blasting vibration as described in any one of claims 1-7.
10. A device for zoning human comfort under the influence of blasting vibration, characterized in that: The human body comfort zoning device under the influence of blasting vibration includes a processor and a readable storage medium or memory as described in claim 9, and the processor is used to read and execute the human body comfort zoning method under the influence of blasting vibration as described in any one of claims 1 to 7 stored or recorded in the readable storage medium or memory as described in claim 9.
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Test method for quantitative evaluation of blasting vibration human body response and perception
CN120753655A