CN114781040A - Building blasting vibration safety evaluation method, device, equipment and medium - Google Patents

Building blasting vibration safety evaluation method, device, equipment and medium Download PDF

Info

Publication number
CN114781040A
CN114781040A CN202210506215.5A CN202210506215A CN114781040A CN 114781040 A CN114781040 A CN 114781040A CN 202210506215 A CN202210506215 A CN 202210506215A CN 114781040 A CN114781040 A CN 114781040A
Authority
CN
China
Prior art keywords
information
building
vibration
blasting
medium
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN202210506215.5A
Other languages
Chinese (zh)
Other versions
CN114781040B (en
Inventor
管晓明
杨宁
张拥军
宋克志
张稳军
武科
孔恒
李鹏飞
王晓辉
安建永
张素磊
雷海波
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Qingdao University of Technology
Original Assignee
Qingdao University of Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Qingdao University of Technology filed Critical Qingdao University of Technology
Priority to CN202210506215.5A priority Critical patent/CN114781040B/en
Publication of CN114781040A publication Critical patent/CN114781040A/en
Application granted granted Critical
Publication of CN114781040B publication Critical patent/CN114781040B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/13Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F2119/00Details relating to the type or aim of the analysis or the optimisation
    • G06F2119/02Reliability analysis or reliability optimisation; Failure analysis, e.g. worst case scenario performance, failure mode and effects analysis [FMEA]
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02TCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
    • Y02T90/00Enabling technologies or technologies with a potential or indirect contribution to GHG emissions mitigation

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Geometry (AREA)
  • Theoretical Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Computer Hardware Design (AREA)
  • Evolutionary Computation (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Computational Mathematics (AREA)
  • Civil Engineering (AREA)
  • Mathematical Analysis (AREA)
  • Mathematical Optimization (AREA)
  • Pure & Applied Mathematics (AREA)
  • Architecture (AREA)
  • Measurement Of Mechanical Vibrations Or Ultrasonic Waves (AREA)

Abstract

The invention provides a method, a device, equipment and a medium for evaluating building blasting vibration safety, which relate to the technical field of blasting protection and comprise the steps of obtaining first information, wherein the first information comprises blasting point position parameter information and building position parameter information, and a first propagation medium and a second propagation medium exist between a building and a blasting point; establishing a medium exploration mathematical model according to the first information, and solving the medium exploration mathematical model to obtain medium parameters, wherein the medium parameters comprise two first propagation medium influence coefficients and a second propagation medium influence coefficient; and calculating according to the medium parameters, the blasting point position parameter information and the building position parameter information to obtain the safety evaluation of the building. The blasting vibration of the medium layers with different properties is considered according to the number of the media actually existing between the building and the blasting point, so that the safety of the building is evaluated more accurately, the productivity and the production efficiency are liberated as much as possible, and the cost is reduced.

Description

Building blasting vibration safety evaluation method, device, equipment and medium
Technical Field
The invention relates to the technical field of blasting protection, in particular to a method, a device, equipment and a medium for evaluating blasting vibration safety of a building.
Background
In the tunnel blasting process, a vibration speed sensor is often installed on the surface of a target structure to be protected or near the target structure to be protected, regression analysis of empirical formulas is performed on recorded data, and then rough evaluation is performed on building safety by comparing with thresholds suggested in blasting safety regulations (GB 6722-2014).
In fact, the prior art method is not accurate for the building located behind the tunnel blasting face, and a method for evaluating the safety of the building located behind the tunnel blasting face is urgently needed.
Disclosure of Invention
The invention aims to provide a method, a device, equipment and a medium for evaluating the blasting vibration safety of a building, so as to solve the problems. In order to achieve the purpose, the technical scheme adopted by the invention is as follows:
in a first aspect, the present application provides a method for evaluating safety of building blasting vibration, including: acquiring first information, wherein the first information comprises blasting point position parameter information and building position parameter information, and a first propagation medium and a second propagation medium exist between a building and a blasting point; establishing a medium exploration mathematical model according to the first information, and solving the medium exploration mathematical model to obtain medium parameters, wherein the medium parameters comprise two first propagation medium influence coefficients and a second propagation medium influence coefficient; and calculating to obtain the safety evaluation of the building according to the medium parameters, the blasting point position parameter information and the building position parameter information.
In a second aspect, the present application further provides a building blasting vibration safety evaluation device, including: the system comprises a first acquisition unit, a second acquisition unit and a control unit, wherein the first acquisition unit is used for acquiring first information, the first information comprises blasting point position parameter information and building position parameter information, and a first propagation medium and a second propagation medium exist between a building and a blasting point; the parameter exploration unit is used for establishing a medium exploration mathematical model according to the first information, solving the medium exploration mathematical model to obtain medium parameters, and the medium parameters comprise two first propagation medium influence coefficients and a second propagation medium influence coefficient; and the safety evaluation unit is used for calculating to obtain the safety evaluation of the building according to the medium parameters, the blasting point position parameter information and the building position parameter information.
In a third aspect, the present application further provides a building blasting vibration safety evaluation device, including:
a memory for storing a computer program;
and the processor is used for realizing the steps of the building blasting vibration safety evaluation method when executing the computer program.
In a fourth aspect, the present application further provides a readable storage medium, where a computer program is stored, and when the computer program is executed by a processor, the steps of the building blasting vibration safety evaluation method are implemented.
The beneficial effects of the invention are as follows:
according to the invention, by considering the safety influence of medium layers with different attributes on the building under short-distance blasting, the method is more in line with the blasting vibration wave propagation rule and attenuation property, and considering the influence of the propagation path on the basis of the prior art, the method can effectively adopt accurate and effective safety prediction and damage evaluation on the building when considering the influence of different propagation medium attributes, or calculate the construction parameters on the basis of the known safety response threshold, liberate the production capacity and improve the production efficiency.
Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by the practice of the embodiments of the invention. The objectives and other advantages of the invention will be realized and attained by the structure particularly pointed out in the written description and claims hereof as well as the appended drawings.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
FIG. 1 is a schematic flow chart of a building blasting vibration safety evaluation method according to an embodiment of the invention;
FIG. 2 is a schematic illustration of the construction process according to the embodiment of the present invention;
fig. 3 is a schematic structural diagram of a building blasting vibration safety evaluation device according to an embodiment of the invention;
fig. 4 is a schematic structural diagram of a building blasting vibration safety evaluation device according to an embodiment of the present invention.
The mark in the figure is: 1. a first acquisition unit; 2. a parameter searching unit; 21. a first transmitting unit; 22. a second acquisition unit; 23. a first calculation unit; 231. a third acquisition unit; 232. a first extraction unit; 233. a regression calculation unit; 2331. a fourth acquisition unit; 2332. a second extraction unit; 2333. a third calculation unit; 24. a second calculation unit; 241. a fourth extraction unit; 242. a first building element; 243. a fourth calculation unit; 3. a security evaluation unit; 31. a fifth calculation unit; 32. a second building element; 33. a sixth calculation unit; 34. a comparison unit; 800. building blasting vibration safety evaluation equipment; 801. a processor; 802. a memory; 803. a multimedia component; 804. an I/O interface; 805. and a communication component.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations. Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures. Meanwhile, in the description of the present invention, the terms "first", "second", and the like are used only for distinguishing the description, and are not construed as indicating or implying relative importance.
In fact, the media between the sensor and the blasting point are complex and various, and the material properties are different, such as rock, soil, air, water and the like. When the explosion vibration wave passes through two media with larger properties, complex reflection, refraction and diffraction phenomena are generated, the propagation process is extremely complex, the obtained conclusion is often complex, and the achievement is difficult to convert in the face of practical application. For the safety evaluation of the blasting surface after the blasting surface passes through, the blasting vibration wave can greatly change the properties of media such as air layers and the like, which undoubtedly brings challenges to the safety prediction and damage evaluation of structures under short-distance blasting.
Example 1:
the embodiment provides a building blasting vibration safety evaluation method.
Referring to fig. 1, the method is shown to include step S100, step S200 and step S300.
S100, first information is obtained, wherein the first information comprises blasting point position parameter information and building position parameter information, and a first propagation medium and a second propagation medium exist between a building and a blasting point.
It should be noted that, in the blasting of an underground tunnel, since complicated reflection, refraction and diffraction phenomena are generated when an explosive vibration wave passes through two media with larger properties, in the present application, the distance between a building and a blasting point is not easy to be too large, and the distance between the building and the blasting point is preferably within 100 m.
Meanwhile, for convenience of explanation, refer to fig. 2, which is a construction diagram. In the application, the small clear distance tunnel is divided into a first-row tunnel and a second-row tunnel, and the distance between two tunnel excavation surfaces is 50 m. A transverse channel is arranged behind the excavation surface of the backward tunnel to connect the two tunnels. Blasting excavation is carried out on the backward tunnel, and the middle of the tunnel face is cut and blasted to be a blasting point. Before blasting, a first sensor group and a second sensor group are respectively arranged in the advance tunnel and the transverse passage for monitoring. In the application, for simplifying and considering the propagation of the explosion seismic wave, through the spatial position relationship, the tunnel face size effect of the backward tunnel cannot be ignored, and the seismic wave of the explosion point is propagated to the backward transverse channel and needs to pass through an air layer with a certain length of x.
S200, establishing a medium exploration mathematical model according to the first information, and solving the medium exploration mathematical model to obtain medium parameters, wherein the medium parameters comprise two first propagation medium influence coefficients and a second propagation medium influence coefficient.
It should be noted that, in the practical application environment in the present application, a third propagation medium, a fourth propagation medium, and more propagation media may also be included, and then the medium parameters of the corresponding practical application environment include the third propagation medium influence factor, the fourth propagation medium influence factor, and more propagation medium influence factors.
And S300, calculating according to the medium parameters, the blasting point position parameter information and the building position parameter information to obtain the safety evaluation of the building.
Specifically, in this step: and constructing a vibration speed prediction formula for reaching the building according to the medium parameters, and evaluating the safety of the building through the vibration speed.
Further, in the present application, the vibration velocity prediction formula is:
Figure BDA0003635622230000051
wherein V is the vibration speed; k and alpha are both first propagation medium influence coefficients; q is the weight of single blasting initiation explosive; lambda [ alpha ]1Is a second propagation medium influence coefficient; lambda2Is a third propagation medium influence coefficient; x is the distance between the building and the blasting source in the first propagation medium; y is the distance between the building and the blasting source in the second propagation medium; z is the distance between the building and the source of the blast in the third propagation medium.
It should be noted that if there are more mediums between the building and the blast point, only λ in the formula is needed1x+λ2y + z may be increased by more parameters. If there are only two media between the building and the blast point, then λ1x+λ2y + z as λ1x + y.
In the step, the blasting vibration of the medium layers with different properties is considered according to the number of the media actually existing between the building and the blasting point, so that the safety of the building is evaluated more accurately, the productivity and the production efficiency are liberated as much as possible, and the cost is reduced.
Specifically, in the present application, step S200 includes step S210, step S220, step S230, and step S240.
S210, sending a first control command, wherein the first control command comprises a command for arranging a first sensor group and a second sensor group according to the position parameter information of the blasting point, a first propagation medium and a second propagation medium exist between the second sensor group and the blasting point and between the building and the blasting point, and the first propagation medium exists between the first sensor group and the blasting point.
It should be noted that, in the present application, the first sensor group includes 10 monitoring points, and is located in front of the blasting face, specifically, as shown in fig. 2, monitoring points numbered as 6 to 15 are arranged in the preceding tunnel in the present application, and meanwhile, the sensor used in the present application is a blasting vibration meter, and the blasting vibration is monitored by the blasting vibration meter.
In the same way, in the present application, the first sensor group includes 5 monitoring points, specifically, see fig. 2, in the present application, monitoring points numbered 1 to 5 are arranged in the transverse channel, and the second sensor group also employs a blasting vibration meter to perform blasting vibration monitoring through the blasting vibration meter. In the present application, the second sensor group is located behind the blasting face, that is, in the present application, a rock formation is provided between the first sensor group and the blasting face, and a rock formation and an air layer are provided between the second sensor group and the blasting face. That is, in the present application, the first propagation medium is a rock layer, and the second propagation medium is an air layer.
S220, second information is obtained, the second information comprises first vibration response information collected by the first sensor group and second vibration response information collected by the second sensor group, the first vibration response information comprises vibration responses generated by at least one explosion, and the second vibration response information is corresponding vibration responses generated by each explosion in the first vibration response information.
And S230, calculating to obtain two first propagation medium influence coefficients according to the position parameters of the explosion points and the first vibration response information.
That is, two parameters regarding the first propagation medium are calculated from the first vibrational response information in this step. Specifically, the present application includes step S231, step S232, and step S233.
S231, third information is obtained, and the third information comprises distance information between each sensor in the first sensor group and the explosion point and the amount of the detonation explosive corresponding to the vibration information acquired by the first sensor group each time.
S232, extracting fourth information from the first vibration response information, wherein the fourth information comprises peak vibration speed collected by each sensor in the first sensor group.
And S233, two first propagation medium influence coefficients are obtained through regression calculation according to the third information, the fourth information and the blasting point position parameters.
It should be noted that the regression calculation in this step is performed by fitting an empirical formula mentioned in safety regulations for blasting (GB6722-2014) to the empirical formula that can accurately reflect the media properties:
Figure BDA0003635622230000071
wherein Q represents the weight (kg) of the single initiation explosive and R represents the linear distance (m) between the sensor in the first sensor group and the point of detonation.
Where Q represents the weight (kg) of the single initiation explosive and R represents the linear distance (m) between the sensor and the point of detonation.
The purpose in step S230 is to obtain an empirical formula capable of reflecting the formation surrounding rock property, and for those skilled in the art, it is not necessary to arrange 10 sensors in the advance tunnel, and a small number of sensors may be used to measure multiple sets of blasting data, and the empirical formula may also be obtained by fitting.
And S240, calculating to obtain a second propagation medium influence coefficient according to the second information.
The purpose of this step is to calculate the influence coefficient on the second propagation medium from the first information. This step also includes step S241, step S242, and step S243.
And S241, acquiring fifth information, wherein the fifth information comprises distance information between each sensor in the second sensor group and the explosion point in the first propagation medium and distance information between each sensor in the second sensor group and the explosion point in the second propagation medium.
And S242, extracting sixth information from the second information, wherein the sixth information comprises peak vibration speeds acquired by each sensor in the first sensor group and the second sensor group.
And S243, calculating to obtain a second propagation medium influence coefficient according to the fifth information and the sixth information.
Specifically, step S2431, step S2432, and step S2433 are included in this step.
And S2431, extracting seventh information from the sixth information, wherein the seventh information comprises the serial number of the first sensor and the serial number of the second sensor, the first sensor is a sensor in the first sensor group, the second sensor is a sensor in the second sensor group, and the peak vibration speeds acquired by the first sensor and the second sensor are equal.
S2432, constructing an equivalent distance equation set, wherein the equivalent distance equation set is an equivalent distance equation corresponding to each sensor in the second sensor set, the equivalent distance equation is an equation of the relationship among a second propagation medium influence coefficient, the distance between one sensor in the second sensor set and the explosion point in the first propagation medium, the distance between one sensor in the second sensor set and the explosion point in the second propagation medium and the distance between the explosion centers, and the distance between one sensor in the second sensor set and the explosion point is the distance between one sensor in the second sensor set and the explosion point.
Specifically, the equivalent distance equation established in the scene shown in this embodiment is:
r1′=λ1x1
r2′=λ1x2+y2
r3′=λ1x3+y3
r4′=λ1x4+y4
r5′=λ1x5+y5
wherein r is1′、r2′、r3′、r4′、r5' denotes a sensor number 1 andthe linear distance between the blasting source and the sensor with the number of 2, the linear distance between the sensor with the number of 3 and the blasting source, the linear distance between the sensor with the number of 4 and the blasting source and the linear distance between the sensor with the number of 5 and the blasting source; lambda1Is a second propagation medium influence coefficient; x is the number of1、x2、x3、x4、x5Respectively representing the linear distance between the sensor with the number of 1 and the blasting source in the first transmission medium, the linear distance between the sensor with the number of 2 and the blasting source in the first transmission medium, the linear distance between the sensor with the number of 3 and the blasting source in the first transmission medium, the linear distance between the sensor with the number of 4 and the blasting source in the first transmission medium, and the linear distance between the sensor with the number of 5 and the blasting source in the first transmission medium; y is2、y3、y4、y5The linear distance between the sensor number 2 and the blasting source in the second propagation medium, the linear distance between the sensor number 3 and the blasting source in the second propagation medium, the linear distance between the sensor number 4 and the blasting source in the second propagation medium, and the linear distance between the sensor number 5 and the blasting source in the second propagation medium are respectively indicated.
And S2433, solving the second propagation medium influence coefficient according to the fifth information, the seventh information and the equivalent distance equation set.
That is, in this step, according to the equivalent distance method, the vibration effect of the blasting seismic waves in each direction is considered to be the same, and the distance between the centers of detonation of the measurement points at the same vibration velocity should be equal, that is, the distance between the second sensor and the blasting point and the distance between the first sensor and the blasting point are considered to be equivalent, regardless of the air layer effect. In this embodiment, the influence coefficient of the second propagation medium can be solved by only finding a pair of sensors with equal peak vibration velocities.
In the embodiment disclosed in the present application, step S400 includes step S410, step S420, step S430, step S440, and step S450.
S410, acquiring the weight of blasting initiation explosives;
it should be noted that the weight of the blasting initiation explosive mentioned in this step is the weight of the explosive to be blasted.
S450, calculating to obtain seventh information according to the position parameter information of the explosion point and the position parameter information of the building, wherein the seventh information comprises the distance between the building and the explosion point in the first transmission medium and the distance between the building and the explosion point in the second transmission medium.
And S430, constructing a vibration speed prediction formula according to the medium parameters.
That is, the vibration velocity prediction formula constructed in this step is:
Figure BDA0003635622230000101
wherein V is the vibration speed; k and alpha are both first propagation medium influence coefficients; q is the weight of single blasting initiation explosive; lambda [ alpha ]1Is a second propagation medium influence coefficient; lambda2Is a third propagation medium influence coefficient; x is the distance between the building and the blasting source in the first propagation medium; y is the distance between the building and the blasting source in the second propagation medium; z is the distance between the building and the source of the blast in the third propagation medium.
And S440, calculating the vibration speed suffered by the building according to the seventh information and the vibration speed prediction formula.
That is, in this step, the vibration velocity suffered by the building can be directly calculated by the distance between the building and the blasting point in the first propagation medium, the distance between the building and the blasting point in the second propagation medium, and the weight of the blasting initiation explosive.
And S450, comparing the vibration speeds in a preset database to obtain the safety evaluation of the building.
It should be noted that, in this step, the preset database is a blasting safety regulation (GB6722-2014), which refers to a blasting vibration safety allowable standard, and specific contents thereof are not described in this application in the prior art again.
According to the method, the influence of medium layers with different attributes on the safety evaluation of the building under short-distance blasting is considered, the method is more consistent with the propagation rule and attenuation property of blasting vibration waves, the influence of propagation paths is considered on the basis of the prior art, accurate and effective safety prediction and damage evaluation can be effectively carried out on the building when the influence of the attributes of different propagation media is considered, or the construction parameters are calculated on the basis of the known safety response threshold, the production capacity is liberated, and the production efficiency is improved.
Example 2:
as shown in fig. 3, the present embodiment provides a building blasting vibration safety evaluation device, which includes:
the first acquiring unit 1 is configured to acquire first information, where the first information includes blasting point position parameter information and building position parameter information, and a first propagation medium and a second propagation medium exist between a building and a blasting point.
And the parameter searching unit 2 is used for establishing a medium searching mathematical model according to the first information, solving the medium searching mathematical model to obtain medium parameters, and the medium parameters comprise two first propagation medium influence coefficients and a second propagation medium influence coefficient.
And the safety evaluation unit 3 is used for calculating to obtain the safety evaluation of the building according to the medium parameters, the position parameter information of the blasting point and the position parameter information of the building.
In the embodiment disclosed in the present application, the parameter discovery unit 2 includes:
the first sending unit 21 is configured to send a first control command, where the first control command includes a command for arranging a first sensor group and a second sensor group according to the location parameter information of the blasting point, a first propagation medium and a second propagation medium exist between the second sensor group and the blasting point, and a first propagation medium exists between the first sensor group and the blasting point.
The second obtaining unit 22 is configured to obtain second information, where the second information includes first vibration response information acquired by the first sensor group and second vibration response information acquired by the second sensor group, the first vibration response information includes a vibration response generated by at least one explosion, and the second vibration response information is a corresponding vibration response generated by each explosion in the first vibration response information.
And the first calculating unit 23 is configured to calculate two first propagation medium influence coefficients according to the location parameter of the bursting point and the first vibration response information.
And the second calculating unit 24 is configured to calculate a second propagation medium influence coefficient according to the second information.
In the embodiment disclosed in the present application, the first calculation unit 23 includes:
the third obtaining unit 231 is configured to obtain third information, where the third information includes distance information between each sensor in the first sensor group and a bursting point, and the initiation explosive amount corresponding to the vibration information acquired by the first sensor group each time.
The first extracting unit 232 is configured to 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.
And a regression calculation unit 233, configured to perform regression calculation on the two first propagation medium influence coefficients obtained according to the third information, the fourth information, and the position parameter of the blasting point.
In the embodiment disclosed in the present application, the regression calculation unit 233 includes:
a fourth obtaining unit 2331, configured to obtain fifth information, which includes information of a distance between each sensor of the second sensor group and the explosion point in the first propagation medium and information of a distance between each sensor of the second sensor group and the explosion point in the second propagation medium.
The second extracting unit 2332 is configured to extract sixth information from the second information, where the sixth information includes peak vibration velocities acquired by each sensor of the first sensor group and the second sensor group.
A third calculating unit 2333, configured to calculate a second propagation medium influence coefficient according to the fifth information and the sixth information.
In the embodiment disclosed in the present application, the second calculation unit 24 includes:
the fourth extracting unit 241 is configured to extract seventh information from the sixth information, where the seventh information includes a number of the first sensor and a number of the second sensor, the first sensor is a sensor in the first sensor group, the second sensor is a sensor in the second sensor group, and peak vibration velocities acquired by the first sensor and the second sensor are equal to each other.
The first construction unit 242 is configured to construct an equivalent distance equation set, where the equivalent distance equation set is an equivalent distance equation corresponding to each sensor in the second sensor group, the equivalent distance equation is an equation of four relationships among a second propagation medium influence coefficient, a distance between one sensor in the second sensor group and a bursting point in the first propagation medium, a distance between one sensor in the second sensor group and the bursting point in the second propagation medium, and a burst center distance, and the burst center distance is a distance between one sensor in the second sensor group and the bursting point.
And a fourth calculating unit 243, configured to solve the second propagation medium influence coefficient according to the fifth information, the seventh information, and the equivalent distance equation group.
In the embodiment disclosed in the present application, the security evaluation unit 3 includes:
and the fifth calculating unit 31 is configured to calculate seventh information according to the information on the location parameter of the blast point and the information on the location parameter of the building, where the seventh information includes a distance between the building and the blast point in the first propagation medium and a distance between the building and the blast point in the second propagation medium.
And a second construction unit 32 for constructing a vibration velocity prediction formula from the medium parameters.
And a sixth calculating unit 33, configured to calculate the vibration speed suffered by the building according to the seventh information and the vibration speed prediction formula.
And the comparison unit 34 is used for comparing the vibration speed in a preset database to obtain the safety evaluation of the building.
It should be noted that, regarding the apparatus in the above embodiment, the specific manner in which each module performs the operation has been described in detail in the embodiment related to the method, and will not be elaborated herein.
Example 3:
corresponding to the above method embodiment, the present embodiment further provides a building blasting vibration safety evaluation device, and a building blasting vibration safety evaluation device described below and a building blasting vibration safety evaluation method described above may be referred to in correspondence.
Fig. 4 is a block diagram illustrating a building blast vibration safety evaluation device 800 according to an exemplary embodiment. As shown in fig. 4, the building blasting vibration safety evaluation apparatus 800 may include: a processor 801, a memory 802. The building blast vibration safety evaluation device 800 may further include one or more of a multimedia component 803, an I/O interface 804, and a communication component 805.
The processor 801 is configured to control the overall operation of the building blasting vibration safety evaluation apparatus 800, so as to complete all or part of the steps in the building blasting vibration safety evaluation method. The memory 802 is used to store various types of data to support the operation of the building blast vibration safety evaluation device 800, which may include, for example, instructions for any application or method operating on the building blast vibration safety evaluation device 800, as well as application-related data, such as contact data, messages sent or received, pictures, audio, video, and the like. The Memory 802 may be implemented by any type of volatile or non-volatile Memory device or 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, magnetic disk or optical disk. The multimedia components 803 may include screen and audio components. Wherein the screen may be, for example, a touch screen and the audio component is used for outputting and/or inputting audio signals. For example, the audio component may include a microphone for receiving external audio signals. The received audio signal may further be stored in the memory 802 or transmitted through the communication component 805. The audio assembly 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, such as a keyboard, mouse, buttons, and the like. These buttons may be virtual buttons or physical buttons. The communication component 805 is used for wired or wireless communication between the building blasting vibration safety evaluation device 800 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 that the corresponding communication component 805 may include: Wi-Fi module, bluetooth module, NFC module.
In an exemplary embodiment, the building demolition vibration safety evaluation Device 800 may be implemented by one or more Application Specific Integrated Circuits (ASICs), Digital Signal Processors (DSPs), Digital Signal Processing Devices (DSPDs), Programmable Logic Devices (PLDs), Field Programmable Gate Arrays (FPGAs), controllers, microcontrollers, microprocessors, or other electronic components for performing the building demolition vibration safety evaluation method.
In another exemplary embodiment, a computer readable storage medium including program instructions is also provided, which when executed by a processor, implement the steps of the building blast vibration safety evaluation method described above. For example, the computer readable storage medium may be the memory 802 including program instructions executable by the processor 801 of the building blast vibration safety evaluation apparatus 800 to perform the building blast vibration safety evaluation method described above.
Example 4:
corresponding to the above method embodiment, a readable storage medium is also provided in this embodiment, and a readable storage medium described below and a building blasting vibration safety evaluation method described above may be referred to in correspondence.
A readable storage medium, on which a computer program is stored, where the computer program, when executed by a processor, implements the steps of the building blasting vibration safety evaluation method according to the above method embodiment.
The readable storage medium may be a usb disk, a removable hard disk, a Read-Only Memory (ROM), a Random Access Memory (RAM), a magnetic disk or an optical disk, and various other readable storage media capable of storing program codes.
The present invention has been described in terms of the preferred embodiment, and it is not intended to be limited to the embodiment. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
The above description is only for the specific embodiments of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can easily think of the changes or substitutions within the technical scope of the present invention, and shall cover the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims (10)

1. A building blasting vibration safety evaluation method is characterized by comprising the following steps:
acquiring first information, wherein the first information comprises blasting point position parameter information and building position parameter information, and a first propagation medium and a second propagation medium exist between a building and a blasting point;
establishing a medium exploration mathematical model according to the first information, and solving the medium exploration mathematical model to obtain medium parameters, wherein the medium parameters comprise two first propagation medium influence coefficients and a second propagation medium influence coefficient;
and calculating to obtain the safety evaluation of the building according to the medium parameters, the blasting point position parameter information and the building position parameter information.
2. The method for evaluating the safety of building blasting vibration according to claim 1, wherein a medium exploration mathematical model is established according to the first information, and the medium exploration mathematical model is solved to obtain medium parameters, and the method comprises the following steps:
sending a first control command, wherein the first control command comprises a command for arranging a first sensor group and a second sensor group according to the position parameter information of the blasting point, the first propagation medium and the second propagation medium exist between the second sensor group and the blasting point and between the building and the blasting point, and the first propagation medium exists between the first sensor group and the blasting point;
acquiring second information, wherein the second information comprises first vibration response information acquired by the first sensor group and second vibration response information acquired by the second sensor group, the first vibration response information comprises vibration responses generated by at least one explosion, and the second vibration response information is corresponding vibration responses generated by each explosion in the first vibration response information;
calculating to obtain two first propagation medium influence coefficients according to the position parameters of the explosion points and the first vibration response information;
and calculating to obtain a second propagation medium influence coefficient according to the second information.
3. The method for evaluating the safety of the building blasting vibration according to claim 2, wherein the step of calculating two first propagation medium influence coefficients according to the blasting point position parameter and the first vibration response information comprises:
acquiring third information, wherein the third information comprises distance information between each sensor in the first sensor group and a blasting point and the priming charge amount corresponding to the vibration information acquired by the first sensor group each time;
extracting fourth information from the first vibration response information, wherein the fourth information comprises peak vibration velocity collected by each sensor in the first sensor group;
and two first propagation medium influence coefficients are obtained through regression calculation according to the third information, the fourth information and the position parameter of the blasting point.
4. The building blasting vibration safety evaluation method according to claim 1, wherein the building safety evaluation is calculated according to the medium parameter, the blasting point position parameter information and the building position parameter information, and comprises the following steps:
calculating to obtain seventh information according to the position parameter information of the blasting point and the position parameter information of the building, wherein the seventh information comprises the distance between the building and the blasting point in the first propagation medium and the distance between the building and the blasting point in the second propagation medium;
constructing a vibration speed prediction formula according to the medium parameters;
calculating the vibration speed suffered by the building according to the seventh information and the vibration speed prediction formula;
and comparing the vibration speeds in a preset database to obtain the safety evaluation of the building.
5. A building blasting vibration safety evaluation device is characterized by comprising:
the system comprises a first acquisition unit, a second acquisition unit and a control unit, wherein the first acquisition unit is used for acquiring first information, the first information comprises blasting point position parameter information and building position parameter information, and a first propagation medium and a second propagation medium exist between a building and a blasting point;
the parameter exploration unit is used for establishing a medium exploration mathematical model according to the first information, solving the medium exploration mathematical model to obtain medium parameters, and the medium parameters comprise two first propagation medium influence coefficients and a second propagation medium influence coefficient;
and the safety evaluation unit is used for calculating to obtain the safety evaluation of the building according to the medium parameters, the blasting point position parameter information and the building position parameter information.
6. The building blasting vibration safety evaluation device according to claim 5, wherein the parameter searching unit comprises:
the system comprises a first sending unit and a second sending unit, wherein the first sending unit is used for sending a first control command, the first control command comprises a command for arranging a first sensor group and a second sensor group according to the position parameter information of a blasting point, a first propagation medium and a second propagation medium exist between the second sensor group and a blasting point and between a building and the blasting point, and the first propagation medium exists between the first sensor group and the blasting point;
the second obtaining unit is used for obtaining second information, the second information comprises first vibration response information collected by the first sensor group and second vibration response information collected by the second sensor group, the first vibration response information comprises vibration responses generated by at least one explosion, and the second vibration response information is corresponding vibration responses generated by each explosion in the first vibration response information;
the first calculation unit is used for calculating two first propagation medium influence coefficients according to the position parameters of the explosion points and the first vibration response information;
and the second calculation unit is used for calculating and obtaining a second propagation medium influence coefficient according to the second information.
7. The building blasting vibration safety evaluation device according to claim 6, wherein the first calculation unit includes:
the third acquisition unit is used for acquiring third information, wherein the third information comprises distance information between each sensor in the first sensor group and a blasting point and the quantity of the priming charge corresponding to the vibration information acquired by the first sensor group each time;
the first extraction unit is used for extracting fourth information from the first vibration response information, wherein the fourth information comprises peak vibration speed collected by each sensor in the first sensor group;
and the regression calculation unit is used for carrying out regression calculation according to the third information, the fourth information and the position parameters of the blasting point to obtain two first propagation medium influence coefficients.
8. The building blasting vibration safety evaluation device according to claim 5, wherein the safety evaluation unit comprises:
a fifth calculating unit, configured to calculate seventh information according to the information about the location parameter of the blasting point and the information about the location parameter of the building, where the seventh information includes a distance between the building and the blasting point in the first propagation medium and a distance between the building and the blasting point in the second propagation medium;
the second construction unit is used for constructing a vibration speed prediction formula according to the medium parameters;
the sixth calculating unit is used for calculating the vibration speed suffered by the building according to seventh information and the vibration speed prediction formula;
and the comparison unit is used for comparing the vibration speed in a preset database to obtain the safety evaluation of the building.
9. A building blasting vibration safety evaluation device is characterized by comprising:
a memory for storing a computer program;
a processor for implementing the steps of the building blasting vibration safety evaluation method according to any one of claims 1 to 4 when executing the computer program.
10. A readable storage medium, characterized by: the readable storage medium has stored thereon a computer program which, when executed by a processor, implements the steps of the building blasting vibration safety evaluation method according to any one of claims 1 to 4.
CN202210506215.5A 2022-05-10 2022-05-10 Building blasting vibration safety evaluation method, device, equipment and medium Active CN114781040B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210506215.5A CN114781040B (en) 2022-05-10 2022-05-10 Building blasting vibration safety evaluation method, device, equipment and medium

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210506215.5A CN114781040B (en) 2022-05-10 2022-05-10 Building blasting vibration safety evaluation method, device, equipment and medium

Publications (2)

Publication Number Publication Date
CN114781040A true CN114781040A (en) 2022-07-22
CN114781040B CN114781040B (en) 2023-07-07

Family

ID=82436760

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210506215.5A Active CN114781040B (en) 2022-05-10 2022-05-10 Building blasting vibration safety evaluation method, device, equipment and medium

Country Status (1)

Country Link
CN (1) CN114781040B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116242209A (en) * 2022-12-14 2023-06-09 青岛理工大学 Vibration damping rate calculation method, system and equipment for vibration damping hole and readable storage medium
CN116307045A (en) * 2022-12-14 2023-06-23 青岛理工大学 Method, system, equipment and medium for calculating vibration speed of building under tunnel blasting
CN116796453A (en) * 2023-04-18 2023-09-22 江汉大学 Vibration damping hole design method, device, equipment and readable storage medium

Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150241191A1 (en) * 2014-02-21 2015-08-27 Vale S.A. Rock blasting method and system for adjusting a blasting plan in real time
CN105352590A (en) * 2015-11-23 2016-02-24 陕西中爆检测检验有限责任公司 Small-dose blasting vibration geological factor actual measurement method
CN106052856A (en) * 2016-08-12 2016-10-26 中国地质大学(武汉) Blasting safety determination device and method
CN106289371A (en) * 2016-07-22 2017-01-04 长江重庆航道工程局 The safe determinator of underwater demolition and method
CN108491646A (en) * 2018-03-28 2018-09-04 青岛理工大学 A kind of tunnel low coverage passes through the identification method that important building explosion causes vibration damage
CN110514377A (en) * 2019-08-30 2019-11-29 鞍钢矿业爆破有限公司 A kind of evaluation method of Influence of Blast Vibration To Building degree
CN110736400A (en) * 2019-10-22 2020-01-31 长江重庆航道工程局 underwater drilling blasting vibration velocity calculation method considering rock internal structure
CN112711904A (en) * 2020-12-17 2021-04-27 玉溪矿业有限公司 Blasting vibration characteristic parameter prediction method based on SA-GA-BP
JP2021113714A (en) * 2020-01-17 2021-08-05 イノベーションIp・コンサルティング株式会社 Vibration evaluation device and vibration evaluation system
CN113251880A (en) * 2021-05-25 2021-08-13 鞍钢矿业爆破有限公司 Inter-hole time-delay blasting control vibration reduction method based on seismic wave energy attenuation
WO2021169038A1 (en) * 2020-02-28 2021-09-02 青岛理工大学 Deep foundation pit blasting vibration velocity risk level big data evaluation method
CN113588064A (en) * 2021-07-06 2021-11-02 中铁二十局集团第六工程有限公司 Method for measuring blasting vibration data
CN113887076A (en) * 2021-10-25 2022-01-04 中国地质调查局油气资源调查中心 Method and device for comprehensively evaluating and analyzing shale geological conditions based on mathematical model
WO2022051890A1 (en) * 2020-09-08 2022-03-17 中煤科工集团淮北爆破技术研究院有限公司 Vibration reduction method based on blast vibration prediction technology

Patent Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150241191A1 (en) * 2014-02-21 2015-08-27 Vale S.A. Rock blasting method and system for adjusting a blasting plan in real time
CN105352590A (en) * 2015-11-23 2016-02-24 陕西中爆检测检验有限责任公司 Small-dose blasting vibration geological factor actual measurement method
CN106289371A (en) * 2016-07-22 2017-01-04 长江重庆航道工程局 The safe determinator of underwater demolition and method
CN106052856A (en) * 2016-08-12 2016-10-26 中国地质大学(武汉) Blasting safety determination device and method
CN108491646A (en) * 2018-03-28 2018-09-04 青岛理工大学 A kind of tunnel low coverage passes through the identification method that important building explosion causes vibration damage
CN110514377A (en) * 2019-08-30 2019-11-29 鞍钢矿业爆破有限公司 A kind of evaluation method of Influence of Blast Vibration To Building degree
CN110736400A (en) * 2019-10-22 2020-01-31 长江重庆航道工程局 underwater drilling blasting vibration velocity calculation method considering rock internal structure
JP2021113714A (en) * 2020-01-17 2021-08-05 イノベーションIp・コンサルティング株式会社 Vibration evaluation device and vibration evaluation system
WO2021169038A1 (en) * 2020-02-28 2021-09-02 青岛理工大学 Deep foundation pit blasting vibration velocity risk level big data evaluation method
WO2022051890A1 (en) * 2020-09-08 2022-03-17 中煤科工集团淮北爆破技术研究院有限公司 Vibration reduction method based on blast vibration prediction technology
CN112711904A (en) * 2020-12-17 2021-04-27 玉溪矿业有限公司 Blasting vibration characteristic parameter prediction method based on SA-GA-BP
CN113251880A (en) * 2021-05-25 2021-08-13 鞍钢矿业爆破有限公司 Inter-hole time-delay blasting control vibration reduction method based on seismic wave energy attenuation
CN113588064A (en) * 2021-07-06 2021-11-02 中铁二十局集团第六工程有限公司 Method for measuring blasting vibration data
CN113887076A (en) * 2021-10-25 2022-01-04 中国地质调查局油气资源调查中心 Method and device for comprehensively evaluating and analyzing shale geological conditions based on mathematical model

Non-Patent Citations (7)

* Cited by examiner, † Cited by third party
Title
NAN JIANG 等: "Blasting vibration effect on the buried pipeline: A brief overview", 《ELSEVIER》, pages 1 - 19 *
侯爱军;: "地铁隧道开挖爆破对地表建筑物的振动影响", 四川建筑科学研究, no. 03, pages 154 - 157 *
刘会丰 等: "地下管线受爆破振动的监测方案及响应特征研究", 《工程建设》, vol. 53, no. 8, pages 72 - 78 *
吕涛 等: "传播介质特性对爆破振动衰减规律的影响", 《防灾减灾工程学报》, vol. 28, no. 3, pages 335 - 341 *
李宇星;周鹏;: "近地表井下爆破对地表建筑物稳定性影响的研究", 采矿技术, no. 04, pages 97 - 99 *
王祥秋;周岳峰;周治国;: "爆破冲击荷载下隧道振动特性与安全性评价研究", 中国安全科学学报, no. 11, pages 134 - 138 *
黄静波;范洁;: "岩溶隧道爆破安全振速的数值模拟研究", 中外公路, no. 03, pages 218 - 221 *

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116242209A (en) * 2022-12-14 2023-06-09 青岛理工大学 Vibration damping rate calculation method, system and equipment for vibration damping hole and readable storage medium
CN116307045A (en) * 2022-12-14 2023-06-23 青岛理工大学 Method, system, equipment and medium for calculating vibration speed of building under tunnel blasting
CN116242209B (en) * 2022-12-14 2023-08-18 青岛理工大学 Vibration damping rate calculation method, system and equipment for vibration damping hole and readable storage medium
CN116307045B (en) * 2022-12-14 2023-10-17 青岛理工大学 Method, system, equipment and medium for calculating vibration speed of building under tunnel blasting
CN116796453A (en) * 2023-04-18 2023-09-22 江汉大学 Vibration damping hole design method, device, equipment and readable storage medium
CN116796453B (en) * 2023-04-18 2024-03-08 江汉大学 Vibration damping hole design method, device, equipment and readable storage medium

Also Published As

Publication number Publication date
CN114781040B (en) 2023-07-07

Similar Documents

Publication Publication Date Title
CN114781040A (en) Building blasting vibration safety evaluation method, device, equipment and medium
Ainalis et al. Modelling the source of blasting for the numerical simulation of blast-induced ground vibrations: a review
Ghasemi et al. A new hybrid ANFIS–PSO model for prediction of peak particle velocity due to bench blasting
Sheykhi et al. Forecasting ground vibration due to rock blasting: a hybrid intelligent approach using support vector regression and fuzzy C-means clustering
US11112513B2 (en) Method and device for estimating sonic slowness in a subterranean formation
Shadabfar et al. Estimation of damage induced by single-hole rock blasting: A review on analytical, numerical, and experimental solutions
Kostić et al. Predictions of experimentally observed stochastic ground vibrations induced by blasting
CN103376467B (en) Method and system for managing a multi-vessel seismic system
CN115371791A (en) Underground pipeline vibration velocity measuring method and system
Chiappetta Blast monitoring instrumentation and analysis techniques, with an emphasis on field applications
Guan et al. Tunnel millisecond-delay controlled blasting based on the delay time calculation method and digital electronic detonators to reduce structure vibration effects
CN111751872A (en) System and method for predicting blasting vibration speed of central area of side wall of underground cavern
KR20220153338A (en) Blasting management system for analysis of vibration and fragmentation caused by blasting
JP5941283B2 (en) Receiving oscillation point layout and elastic wave exploration method
CN102298158B (en) Fault detection device and fault detection method
CN111784025B (en) System and method for predicting blasting vibration speed of side wall of vertical shaft based on simply supported beam model
CN114936342B (en) Method, device, equipment and medium for calculating close-range blasting explosive quantity of protective object
CN105865280B (en) A kind of method that optimization design rock matches on-site mixed emulsion
CN105973456A (en) Field measurement method of matching relationship between deep hole blasting explosives and rocks
KR102636445B1 (en) Blasting design system reflecting the situation of the blasting site and operation mathod of the same
CN115688428A (en) Method, device and equipment for calculating critical value of explosive quantity of blasting near zone supporting structure
Dao et al. Study on an online vibration measurement system for seismic waves caused by blasting for mining in Vietnam
Liu et al. Investigation of the propagation characteristics of underwater shock waves in underwater drilling blasting
CN116258285B (en) Porous small-clear-distance tunnel blasting vibration speed prediction method, device, equipment and medium
CN116882213B (en) Method and system for calculating continuous detonation delay time of electronic detonator

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant