Test method for quantitatively evaluating human body response and perception of blasting vibration

Abstract

The application discloses a test method for blasting vibration human response and perception quantitative evaluation, and relates to the technical field of blasting protection, comprising: carrying out field test of blasting vibration human response, and collecting soil vibration and human vibration response data; carrying out vibration table test of first field human vibration response under different vibration working conditions, and obtaining vibration table parameters for simulating field blasting vibration; establishing a human vibration response model; carrying out vibration table test of second field human vibration response under different vibration working conditions, and calculating average growth rate of human heart rate variability frequency domain index value; calculating and analyzing human vibration response data; establishing quantitative relationship between average growth rate of heart rate variability frequency domain index value and human subjective feeling; establishing relationship between blasting parameters and human comfort; and establishing blasting vibration human comfort partition, wherein the application can accurately evaluate human perception under different blasting working conditions.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of blasting protection, in particular to a test method for quantitatively evaluating human response and perception of blasting vibration. BACKGROUND

[0002] The vibration generated during the blasting process in the fields of construction engineering, mining, transportation construction, etc. not only affects the surrounding buildings and facilities, but also significantly disturbs the human comfort of residents and workers. Long-term exposure to the blasting vibration environment may cause discomfort and even health problems in the human body, such as fatigue, anxiety, headache, insomnia, and cardiovascular diseases. Therefore, it is of great significance to establish a scientific and accurate blasting vibration human comfort evaluation system to protect personnel health, optimize blasting operation design, and reduce social conflicts. The blasting vibration human comfort evaluation system analyzes the intensity, frequency, duration, and other multi-dimensional parameters of blasting vibration to evaluate the impact of vibration on the human body, providing a theoretical basis and technical support for the safety control and environmental impact assessment of blasting operations. In addition, with the increasing attention to environmental protection and health issues, the impact of blasting vibration on human comfort has become an important factor in engineering design and safety management.

[0003] Currently, there are several blasting vibration human comfort evaluation systems internationally and domestically, mainly including the following: 1. National standard "Blasting Safety Regulations" (GB6722), which arranges vibration sensors around the buildings, structures, or ground in the blasting area. By combining the peak vibration velocity collected by the sensors and the long-term experimental research and engineering practice, the physiological response of the human body to vibration is summarized, providing a scientific basis for the safety of the human body around the blasting operation. The peak vibration velocity of the measuring point is the core index for evaluating the safety of blasting vibration in this evaluation system. 2. Fanger comfort model extension, the original Fanger model is based on the human body heat balance equation to predict the thermal comfort (PMV, Predicted Mean Vote) and dissatisfaction (PPD, Predicted Percentage Dissatisfied) of the human body. The extended model introduces vibration perception based on this, taking vibration acceleration as a new variable to affect the overall comfort evaluation. The system lets the subjects conduct thermal comfort and vibration perception experiments in different environmental conditions (temperature, humidity, wind speed) in the laboratory or on site. It combines thermal comfort (PMV) and vibration perception (vibration acceleration) to establish a comprehensive comfort model to analyze the impact of different environmental conditions and vibration intensity on comprehensive comfort, and determine the comfort threshold of vibration acceleration, providing a basis for comfort control in blasting operations or other complex environments. The core of this system is to predict the thermal comfort of the human body by considering factors such as environmental temperature, humidity, wind speed, clothing thermal resistance, and human activity.

[0004] However, the above blasting vibration human comfort evaluation system has certain disadvantages: the national standard "Blasting Safety Regulations" (GB6722) evaluation system only takes vibration velocity as the evaluation index, without considering other important parameters such as vibration frequency, and cannot comprehensively reflect human comfort. SUMMARY

[0005] In order to overcome the shortcomings of the prior art, the present application discloses a test method for blasting vibration human response and perception quantitative evaluation, comprising the following steps:

[0006] S1, carry out field test of blasting vibration human response based on digital image correlation method, and collect soil vibration and human vibration response data obtained from field test;

[0007] S2, based on the field test data obtained in S1, carry out vibration table test of human vibration response in the first field under different vibration working conditions, obtain vibration table parameters for simulating field blasting vibration, and based on the field test data obtained in S1, use finite element numerical calculation software to establish human vibration response model;

[0008] S3, based on the vibration table parameters obtained in S2, carry out vibration table test of human vibration response in the second field under different vibration working conditions, calculate the average growth rate of human heart rate variability frequency domain index value under different vibration working conditions; and based on the human vibration response model in S2, calculate and analyze human vibration response data under different blasting working conditions;

[0009] S4, based on the second vibration table test in S3 and the average growth rate, establish the quantitative relationship between the average growth rate of heart rate variability frequency domain index value and human subjective feeling under different vibration working conditions;

[0010] S5, based on the average growth rate in S3 and the quantitative relationship in S4, establish the relationship between blasting parameters and human comfort under different blasting working conditions;

[0011] S6, use the vibration response data of different parts of human body under different blasting working conditions obtained in S3 and the relationship between blasting parameters and human comfort under different blasting working conditions established in S5 to establish blasting vibration human comfort zoning.

[0012] Further, the S1 comprises the following steps:

[0013] S11, vertically place the first protective box and the second protective box on a flat blasting test site; the first protective box and the second protective box are both designed as six faces, the bottom face is provided with a through hole, one face is an open face, and a center of a face opposite to the open face is provided with a rectangular tempered glass; the first protective box and the second protective box are arranged with the open faces facing the same direction; taking the open direction as the front face, the first protective box and the second protective box are placed in front of and behind each other with a distance of 5 m;

[0014] S12, recruit a volunteer to stand in the second protective box in an attitude of facing the first protective box, wearing a white one-piece tight-fitting garment with irregularly distributed black dots on the front face; the volunteer stands at the through hole of the bottom of the second protective box, with both feet in contact with the ground; a soil blasting vibration monitor is arranged at a position below the feet of the volunteer;

[0015] S13, light sources are arranged on the left and right sides of the front face of the second protective box where the volunteer is located, to ensure that the black dots on the white one-piece tight-fitting garment of the volunteer are clearly visible;

[0016] S14, a high-speed camera and its matching data acquisition equipment are arranged in the second protective box; the camera of the high-speed camera faces the volunteer in the first protective box;

[0017] S15, drill a first blast hole at a distance of 10 m from the back of the second protective box, and drill a second blast hole, a third blast hole, a fourth blast hole, a fifth blast hole and a sixth blast hole at intervals of 2.5 m behind the first blast hole; the same weight of explosives is filled in each blast hole, and an electronic detonator is inserted into the explosives;

[0018] S16, carry out a field test of human body response to blasting vibration; the blast holes are sequentially detonated from large to small according to the hole numbers; after the explosives in each blast hole are detonated, the next blast hole is detonated after the data acquisition equipment collects the data;

[0019] S17, after the test is completed, collect the land vibration data collected by the blasting vibration monitor under the feet of the volunteer; use computer software to calculate and analyze the vibration and displacement data of the black dots on the white one-piece tight-fitting garment obtained by the high-speed camera through shooting the volunteer.

[0020] Further, the S2 comprises the following steps:

[0021] S21, set a vibration table with functions of adjusting vibration frequency, vibration direction, vibration mode and vibration intensity; the loading frequency adjustment range of the vibration table is 0.1 Hz-100 Hz; the vibration table is used to output horizontal, vertical and longitudinal vibrations; the vibration table supports fixed frequency and sweep frequency vibration modes;

[0022] S22, arrange a blasting vibration monitor at the center position of the vibration table;

[0023] S23, let the volunteers wear the same white jumpsuit as in S12 stand on the blast vibration monitor;

[0024] S24, the volunteers on both sides of the front and rear arrangement to ensure that the volunteers on the white jumpsuit on the black dot clearly visible light source;

[0025] S25, in the volunteers behind the white curtain;

[0026] S26, in the volunteers in front of the front 5m erected high-speed camera, adjust the high-speed camera direction, so that the volunteers can be completely photographed by high-speed camera;

[0027] S27, the first human vibration response vibration table test, the volunteers ready after the test personnel adjust the vibration parameters and start the vibration table, the vibration table starts to vibrate, by changing the vibration parameters of the vibration table to realize the vibration of the human body under different vibration conditions;

[0028] S28, after the test, the volunteers under the blast vibration monitor collected vibration data of the vibration table; using computer software to calculate and analyze the vibration and displacement data of the black dot of the white jumpsuit obtained by the high-speed camera through the shooting of the volunteers;

[0029] S29, based on the field test data, the human body vibration response model is established by using finite element numerical calculation software; the human body vibration response model includes a blast site model and a human body model, the top of the blast site model is a free surface, that is, a reflection boundary, and the rest of the surfaces are non-reflection boundaries; the blast site model includes a soil model, an explosive model and a stemming model for blocking the blast hole; the working conditions of the human body vibration response model include the first working condition, the second working condition, the third working condition, the fourth working condition, the fifth working condition, the sixth working condition and the seventh working condition, wherein the second working condition is consistent with the third blast hole in the field test;

[0030] S210, the data obtained in step S17 is used to verify the human body vibration response model in S29, and a human body vibration response model with a data error of ≤20% is obtained.

[0031] Further, the S3 comprises the following steps:

[0032] S31, comparative analysis of the data obtained in S17 and S28;

[0033] S32, repeating S27-S28 until the error between the data in S28 and the data in S17 is less than or equal to 10%, proving that the indoor vibration table test can simulate the field blasting test, and recording the data in S28 and the data in S17 with an error less than or equal to 10%, obtaining the vibration table parameters for simulating field blasting vibration, the vibration table parameters including vibration frequency, vibration direction, vibration mode and vibration intensity of the vibration table;

[0034] S33, removing the light source and the high-speed camera on the vibration table;

[0035] S34, the volunteer stands on the vibration table in a standing posture, and the tester adjusts the vibration parameters of the vibration table to the values in S28 that can simulate field blasting vibration; the volunteer holds a wireless electrocardiogram recorder and stands on the indoor vibration table;

[0036] S35, carrying out a second vibration table test, first recording the heart rate variability frequency domain index value of each subject in a resting state after the test starts, and then adjusting the vibration table parameters so that the volunteer starts to vibrate without knowing the vibration parameters;

[0037] S36, recording the human perception of the volunteer;

[0038] S37, recruiting 40-200 volunteers again, and carrying out vibration table tests on different volunteers with different vibration table parameters, statistically analyzing the human vibration response data under different vibration working conditions and calculating the heart rate variability frequency domain index value under different vibration working conditions; the human perception is divided into five levels, namely almost not feeling, feeling, feeling obvious, feeling uncomfortable and feeling repulsive;

[0039] S38, statistically analyzing the heart rate variability frequency domain index value of the volunteers in S37 under different vibration working conditions, and calculating the average growth rate of the heart rate variability frequency domain index value of the volunteers under different vibration working conditions compared with the resting state.

[0040] Compared with the prior art, the beneficial effects of the present application are:

[0041] (1) the present application fuses the vibration parameters of the vibration table and the blasting field test data, can simulate the field blasting vibration test through the indoor vibration table vibration test, and establishes the relationship between the blasting parameters and the human comfort under different blasting conditions, so as to make up for the deficiency of the existing evaluation index; (2) the present application combines the field test of human body blasting vibration response and the digital image correlation method, carries out the vibration table test of the first field human body vibration response under different vibration conditions on the basis, obtains the vibration table parameters for simulating the field blasting vibration, carries out the vibration table test of the second field human body vibration response under different vibration conditions on a large scale, and calculates and analyzes the human body vibration response data under different blasting conditions based on the human body vibration response model, establishes the quantitative relationship between the average growth rate of the frequency domain index value of heart rate variability and the subjective feeling of human body under different vibration conditions, and further establishes the relationship between the blasting parameters and the human comfort under different blasting conditions, so that the blasting vibration human comfort zoning makes accurate evaluation on the human perception under different blasting conditions. BRIEF DESCRIPTION OF DRAWINGS

[0042] Figure 1 It is the whole flowchart of the present application.

[0043] Figure 2 It is the field test site layout schematic diagram in the present application.

[0044] Figure 3 It is the distribution schematic diagram of the black dots on the white one-piece tight clothes of the volunteers shot by the protection box and high-speed camera in the present application.

[0045] Figure 4 It is the schematic diagram of the volunteer holding the electrocardiogram tester in the present application.

[0046] Figure 5 It is the vibration table test site layout schematic diagram in the present application.

[0047] Figure 6 It is the human body vibration response model schematic diagram in the present application.

[0048] Fig. 1 is a test site; Fig. 2 is a first protective box; Fig. 3 is a second protective box; Fig. 4 is a high-power light source; Fig. 5 is a high-speed camera; Fig. 6 is a first blast hole; Fig. 7 is a second blast hole; Fig. 8 is a third blast hole; Fig. 9 is a fourth blast hole; Fig. 10 is a fifth blast hole; Fig. 11 is a sixth blast hole; Fig. 12 is a volunteer; Fig. 13 is a white one-piece tight-fitting garment; Fig. 14 is a bottom through surface; Fig. 15 is a black dot; Fig. 16 is a blasting vibration monitor; Fig. 17 is a rectangular tempered glass; Fig. 18 is a side opposite to the opening surface; Fig. 19 is a vibration table; Fig. 20 is a data acquisition device; Fig. 21 is a white curtain; Fig. 22 is a wireless electrocardiograph; Fig. 23 is a human body vibration response model; Fig. 24 is a human body model; Fig. 25 is a stemming model; Fig. 26 is an explosive model; Fig. 27 is a soil model; Fig. 28 is a first working condition; Fig. 29 is a second working condition; Fig. 30 is a third working condition; Fig. 31 is a fourth working condition; Fig. 32 is a fifth working condition; Fig. 33 is a sixth working condition; Fig. 34 is a seventh working condition. DETAILED DESCRIPTION

[0049] In order to make the object, technical scheme and advantages of the present application clearer, the present application will be described in detail below with reference to the drawings and specific embodiments.

[0050] Embodiment: As shown in the figure, the present application proposes a test method for blasting vibration human response and perception quantitative evaluation, which comprises the following steps: Figures 1-6

[0051] S1, carry out field test of blasting vibration human response based on digital image correlation method, and collect soil vibration and human vibration response data obtained from field test, which specifically comprises the following steps:

[0052] S11, vertically place the first protective box 2 and the second protective box 3 on the flat blasting test site 1; the first protective box 2 and the second protective box 3 are both designed as six sides, the bottom surface is provided with a through hole, one side is an opening, and the center of the side opposite to the opening surface 18 is provided with a rectangular tempered glass 17; the first protective box 2 and the second protective box 3 are arranged with the opening surfaces facing the same direction; taking the opening direction as the front, the first protective box 2 and the second protective box 3 are placed 5m apart in front of and behind each other;

[0053] S12, recruit a volunteer 12, let him wear a white one-piece tight-fitting garment 13, and the front of the white one-piece tight-fitting garment 13 is printed with irregularly distributed black dots 15, and stand in the second protective box 3 in the posture of facing the first protective box 2; the volunteer 12 stands at the bottom through surface 14 of the second protective box 3, and the feet are in contact with the soil surface, and the soil blasting vibration monitor 16 is arranged at the position below the feet of the volunteer 12;

[0054] S13, light sources 4 are arranged on the left and right sides of the front of the second protective box 3 where the volunteer 12 is located to ensure that the black dots 15 on the white one-piece tight-fitting garment 13 of the volunteer 12 are clearly visible, and the light sources 4 adopt high-power light sources;​

[0055] S14, a high-speed camera 5 and its matching data acquisition equipment 20 are arranged inside the first protective box 2; the camera of the high-speed camera 5 faces the volunteer 12 in the second protective box 3;

[0056] S15, a first blast hole 6 is drilled 10 m away from the back of the second protective box 3 where the volunteer 12 is located, and a second blast hole 7, a third blast hole 8, a fourth blast hole 9, a fifth blast hole 10, and a sixth blast hole 11 are drilled in turn every 2.5 m behind the first blast hole 6; the same weight of explosives is loaded in each blast hole, and an electronic detonator is inserted into the explosives;

[0057] S16, a field test of human body response to blasting vibration is carried out, after ensuring that the volunteer 12 in the second protective box 3, the instrument operator, and the explosive initiation personnel are in a safe state, the blast holes are sequentially detonated from large to small according to the blast hole number; after the explosives in each blast hole are detonated, the next blast hole is detonated after the data acquisition equipment 20 collects the data;

[0058] S17, after the test is completed, the land vibration data collected by the blasting vibration monitor 16 under the volunteer 12's feet is collected; the vibration and displacement data of the black dots 15 of the white one-piece tight clothes 13 obtained by the high-speed camera 5 through shooting the volunteer 12 are calculated and analyzed by using computer software.

[0059] S2, based on the field test data obtained in S1, a vibration table 19 test of human body vibration response under different vibration working conditions is carried out, and the vibration table 19 parameters for simulating the field blasting vibration are obtained; and based on the field test data obtained in S1, a human body vibration response model 23 is established by using finite element numerical calculation software; specifically including the following steps:

[0060] S21, a vibration table 19 with functions of adjusting vibration frequency, vibration direction, vibration mode, and vibration intensity is set; the loading frequency adjustment range of the vibration table 19 is 0.1 Hz-100 Hz; the vibration table 19 is used to output horizontal, vertical, and longitudinal vibrations; the vibration table 19 supports fixed frequency and sweep frequency vibration modes;

[0061] S22, a blasting vibration monitor 16 is arranged at the center position of the vibration table 19;

[0062] S23, the volunteer 12 wears the same white one-piece tight clothes 13 as in S12 and stands on the blasting vibration monitor 16;

[0063] S24, light sources 4 are arranged on the left and right sides of the volunteer 12 to ensure that the black dots 15 on the white one-piece tight clothes 13 on the volunteer 12 are clearly visible;

[0064] S25, white cloth 21 is arranged behind the volunteer 12;

[0065] S26, a high-speed camera 5 is erected 5 m in front of the volunteer 12, and the direction of the camera is adjusted so that the volunteer 12 can be completely photographed by the high-speed camera 5;

[0066] S27, the first vibration table 19 test of human body vibration response is carried out, the vibration parameters of the vibration table 19 are adjusted by the test personnel after the volunteer 12 is ready, and the vibration table 19 is started, the vibration table 19 starts to vibrate, and the vibration table 19 test of human body vibration response under different vibration working conditions is realized by changing the vibration parameters of the vibration table 19 many times;

[0067] S28, after the test is completed, the vibration data of the vibration table 19 collected by the blast vibration monitor 16 under the feet of the volunteer 12 is collected; the vibration and displacement data of the black dots 15 of the white one-piece tight clothes 13 obtained by photographing the volunteer 12 by the high-speed camera 5 are calculated and analyzed by using computer software;

[0068] S29, a human body vibration response model 23 is established based on the field test data by using finite element numerical calculation software; the human body vibration response model 23 includes a blast site model and a human body model 24, the top of the blast site model is a free surface, that is, a reflection boundary, and the rest of the surfaces are non-reflection boundaries; the blast site model includes a soil model 27, an explosive model 26 and a stemming model 25 for plugging the blast hole; the working conditions in the human body vibration response model 23 include a first working condition 28, a second working condition 29, a third working condition 30, a fourth working condition 31, a fifth working condition 32, a sixth working condition 33 and a seventh working condition 34, wherein the second working condition 29 is consistent with the third blast hole 8 in the field test.

[0069] S210, the data obtained in step S17 is used to verify the reliability of the human body vibration response model 23 in S29: the vibration data of the black dots 15 obtained under the third blast hole 8 blast working condition are used to verify the reliability of the second working condition 29 in the human body vibration model, and the human body vibration response model 23 with data error ≤20% is obtained.

[0070] S3, based on the vibration table 19 parameters obtained in S2, a second vibration table 19 test of human body vibration response under different vibration working conditions is carried out, the average growth rate of the frequency domain index value (HRV) of human heart rate variability under different vibration working conditions is calculated; and the human body vibration response data under different blast working conditions are calculated and analyzed based on the human body vibration response model 23 in S2; specifically including the following steps:

[0071] S31, the data obtained in S17 and S28 is compared and analyzed;

[0072] S32, repeat S27-S28 until the error between the data in S28 and the data in S17 is less than or equal to 10%, which proves that the indoor vibration table 19 test can simulate the field blasting test, and records the data in S28 and S17 with an error less than or equal to 10%, and obtains the vibration table 19 parameters for simulating field blasting vibration, including the vibration frequency, vibration direction, vibration mode, and vibration intensity of the vibration table 19;

[0073] S33, remove the light source 4 and high-speed camera on the vibration table 19;

[0074] S34, the volunteer 12 stands on the vibration table 19 in a standing position, and the tester adjusts the vibration parameters of the vibration table 19 to the values in S28 that can simulate field blasting vibration; the volunteer 12 holds the wireless electrocardiogram recorder 22 and stands on the indoor vibration table 19;

[0075] S35, carry out the second vibration table 19 test, and first let each subject hold the electrocardiogram recorder to record the heart rate variability frequency domain index value in a resting state after the test starts; then adjust the vibration table 19 parameters so that the volunteer 12 starts to vibrate without knowing the vibration parameters;

[0076] S36, record the human perception of the volunteer 12;

[0077] S37, recruit 40-200 volunteers 12, and use different vibration table 19 parameters for different volunteers 12 to carry out vibration table 19 tests, and statistically analyze the human vibration response data under different vibration working conditions and calculate the heart rate variability frequency domain index value under different vibration working conditions; the human perception is divided into five levels, namely almost not feeling, feeling, feeling obvious, feeling uncomfortable, and feeling repulsive;

[0078] S38, statistically analyze the heart rate variability frequency domain index value of the volunteer 12 in different vibration working conditions in step S37, and calculate the average growth rate of the heart rate variability frequency domain index value of the volunteer 12 in different vibration working conditions compared with the resting state.

[0079] S4, based on the second vibration table 19 test in S3 and the average growth rate, establish a quantitative relationship between the average growth rate of the heart rate variability frequency domain index value and the subjective perception of the human body under different vibration working conditions, as shown in Table 1.

[0080] Table 1-Relationship between HRV average growth rate and human comfort

[0081]

[0082] S5, the relationship between the blasting parameters and the human comfort degree under different blasting conditions is established based on the average growth rate in S3 and the quantitative relationship in S4, as shown in Table 2.

[0083] Table 2 - Relationship between vibration parameters of the vibration table and human comfort degree

[0084]

[0085] S6, the blasting vibration human comfort degree partition is established by using the vibration response data of different parts of the human body under different blasting conditions obtained in S3 and the relationship between the blasting parameters and the human comfort degree under different blasting conditions established in S5, as shown in Table 3.

[0086] Table 3 - Blasting vibration human comfort degree partition

[0087]

Claims

1. A test method for quantitatively evaluating human response and perception of blasting vibration, characterized by, The method comprises the following steps: S1, carrying out a field test of human body vibration response under blasting vibration based on a digital image correlation method, and collecting soil vibration and human body vibration response data obtained from the field test, including: carrying out a field test of human body vibration response under blasting vibration; after the test, collecting land vibration data collected by the volunteer's foot vibration monitor; using computer software to calculate and analyze the vibration and displacement data of the white one-piece tight clothes black dots obtained by the high-speed camera by shooting the volunteer; S2, based on the field test data obtained in S1, carrying out a shaking table test of human body vibration response under different vibration conditions, obtaining shaking table parameters for simulating field blasting vibration; and based on the field test data obtained in S1, using finite element numerical calculation software to establish a human body vibration response model: The human body vibration response model includes a blasting site model and a human body model. The top of the blasting site model is a free surface, i.e. a reflective boundary, and the other surfaces are non-reflective boundaries. The blasting site model includes a soil model, an explosive model, and a stemming model for plugging the blast hole. The working conditions in the human body vibration response model include first, second, third, fourth, fifth, sixth, and seventh working conditions, wherein the second working condition is consistent with the third blast hole condition in the field test; using the data obtained in step S1 to verify the human body vibration response model, and obtaining a human body vibration response model with a data error of less than or equal to 20%; S3, based on the shaking table parameters obtained in S2, carrying out a shaking table test of human body vibration response under different vibration conditions, and calculating the average growth rate of the heart rate variability frequency domain index value under different vibration conditions; and based on the human body vibration response model in S2, calculating and analyzing human body vibration response data under different blasting conditions; S4, based on the second shaking table test in S3 and the average growth rate, establishing a quantitative relationship between the average growth rate of the heart rate variability frequency domain index value and the subjective feeling of the human body under different vibration conditions; S5, based on the average growth rate in S3 and the quantitative relationship in S4, establishing a relationship between the blasting parameters and the human comfort under different blasting conditions; S6, using the vibration response data of different parts of the human body under different blasting conditions obtained in S3 and the relationship between the blasting parameters and the human comfort under different blasting conditions established in S5 to establish a blasting vibration human comfort partition.

2. The test method for quantitatively evaluating human response and perception of blasting vibration according to claim 1, characterized in that, The S1 comprises the following steps: S11, placing the first protective box and the second protective box vertically on the flat blasting test site; the first protective box and the second protective box are both designed as six sides, the bottom surface is provided with a through hole, one side is an open side, and a rectangular tempered glass is arranged at the center of the side opposite to the open side; the first protective box and the second protective box are arranged with the open sides facing the same direction; the first protective box and the second protective box are placed in front of and behind each other with a distance of 5 m. S12, recruit a volunteer, let him wear white body suit, white body suit front printed with irregular black dots, to face the first protective box in the second protective box inside standing; volunteer standing at the second protective box bottom through the surface, feet with the ground soil contact, in the volunteer standing under the position layout of soil blasting vibration monitor; S13, on the left and right sides of the second protective box in the volunteer in front of the white body suit on the black dot clearly visible light source; S14, in the second protective box inside layout has high speed camera and its supporting data acquisition equipment; high speed camera camera towards the first protective box in the volunteer; S15, at a distance of 10 m from the back of the second protective box drill first blast hole, in the first blast hole behind every 2.5 m in turn drill second blast hole, third blast hole, fourth blast hole, fifth blast hole, sixth blast hole; in each blast hole filled with the same weight of explosive, and insert electronic detonator in the explosive; S16, when carrying out the field test of blasting vibration human response, according to the hole number from big to small in turn; after the explosive of each blast hole is detonated, the next blast hole is detonated after the data acquisition equipment collects the data.

3. The test method for quantitatively evaluating human response and perception of blasting vibration according to claim 2, characterized in that, The S2 includes the following steps: S21, set a set of vibration table with vibration frequency, vibration direction, vibration mode, vibration intensity adjustment function; the loading frequency adjustment range of the vibration table is 0.1 Hz~100 Hz; the vibration table is used for outputting horizontal, vertical and longitudinal vibration; the vibration table supports fixed frequency and sweep frequency vibration mode; S22, layout of blasting vibration monitor in the center of the vibration table; S23, let the volunteer wear the same white body suit as in S12 stand on the blasting vibration monitor; S24, arrange the light source on the left and right sides of the volunteer's front to ensure that the black dots on the white body suit on the volunteer are clearly visible; S25, layout of white curtain behind the volunteer; S26, erect high speed camera in front of the volunteer's front 5 m, adjust the direction of high speed camera camera, so that the volunteer can be completely photographed by high speed camera; S27, carry out the first human vibration response vibration table test, after the volunteer is ready, the test personnel adjust the vibration parameters of the vibration table and start, the vibration table starts to vibrate, realize the vibration table test of vibration human response under different vibration working conditions by changing the vibration parameters of the vibration table many times; S28, after the test, collect the vibration data of the vibration table collected by the blasting vibration monitor under the volunteer's feet; use computer software to calculate and analyze the vibration and displacement data of the black dots of the white body suit obtained by the high speed camera through shooting the volunteer.

4. The test method for quantitatively evaluating human response and perception of blasting vibration according to claim 3, characterized in that, The S3 includes the following steps: S31, comparative analysis of the data obtained in S17 and S28; S32, repeat S27-S28 until the error between the data in S28 and the data in S17 is less than or equal to 10%, which proves that the indoor vibration table test can simulate the field blasting test, and records the data in S28 and the data in S17 with an error less than or equal to 10%, and obtains the vibration table parameters for simulating field blasting vibration, including vibration frequency, vibration direction, vibration mode, and vibration intensity of the vibration table; S33, remove the light source and high-speed camera on the vibration table; S34, the volunteer stands on the vibration table in a standing posture, and the tester adjusts the vibration parameters of the vibration table to the values in S28 that can simulate field blasting vibration; the volunteer holds a wireless electrocardiogram recorder and stands on the indoor vibration table; S35, carry out the second vibration table test, and first record the heart rate variability frequency domain index value of each subject in a resting state after the test starts; then adjust the vibration table parameters so that the volunteer starts to vibrate without knowing the vibration parameters; S36, record the human perception of the volunteer; S37, recruit 40-200 volunteers again, and use different vibration table parameters to carry out vibration table tests on different volunteers, statistically analyze the human vibration response data under different vibration working conditions, and calculate the heart rate variability frequency domain index value under different vibration working conditions; the human perception is divided into five levels: almost imperceptible, perceptible, obvious, uncomfortable, and repulsive; S38, statistically analyze the heart rate variability frequency domain index value of the volunteers in different vibration working conditions in step S37, and calculate the average growth rate of the heart rate variability frequency domain index value of the volunteers in different vibration working conditions compared with the resting state.

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