Workshop-oriented traffic vibration load influence rapid assessment method

Abstract

The invention discloses a workshop-oriented traffic vibration load influence rapid evaluation method, which comprises the following steps of: arranging an instantaneous synchronous measurement array comprising a plurality of measurement points on one side, adjacent to a traffic road, of a workshop area along the direction vertical to the road; performing 1 / 3 octave analysis on the vibration data of each measuring point to obtain a vibration speed effective value of each measuring point under each 1 / 3 octave center frequency; for each 1 / 3 octave center frequency, performing power function fitting on the vibration velocity effective value of each measuring point under the frequency and the distance from the measuring point to the road, and establishing a frequency-space attenuation model; and determining a vibration velocity frequency spectrum of the target position caused by traffic vibration by using a frequency-space attenuation model, and calculating a traffic vibration dominance index TVDI of the target process equipment in combination with vibration sensitive characteristics of the target process equipment so as to quantitatively evaluate the influence degree of the traffic vibration on the target process equipment. According to the invention, traffic vibration influence evaluation is realized through one-time short-time synchronous measurement.

Description

Technical Field

[0001] This invention relates to the fields of environmental vibration engineering and building planning and design, and in particular to a rapid assessment method for the impact of traffic vibration loads on factory buildings. Background Technology

[0002] The production environment in high-tech factories (such as semiconductor plants and precision instrument manufacturing workshops) is extremely sensitive to micro-vibrations. Any tiny vibration can lead to the failure of critical processes such as photolithography and testing. Traffic loads from surrounding roads are one of the main sources of vibration.

[0003] Currently, assessing the impact of traffic vibrations typically requires long-term (e.g., more than 24 hours) vibration monitoring at the site to separate traffic vibrations from other background vibrations. This method has significant drawbacks: (1) Long cycle and high cost: Long-term monitoring requires a lot of manpower and resources, which is not suitable for rapid site selection in the early stage of the project.

[0004] (2) Lack of specificity: Long-term monitoring data is mixed with various vibration sources, making it difficult to purely and intuitively reflect the propagation characteristics and impact of traffic vibration itself.

[0005] (3) Insufficient foresight: Before the factory building is constructed, it is difficult to accurately predict the actual vibration response of the process points on the floor after the building structure is formed, based solely on ground monitoring data.

[0006] Therefore, there is an urgent need for a technical solution that can break free from the reliance on long-term monitoring and can quickly, accurately, and quantitatively assess the specific impacts of traffic vibration. Summary of the Invention

[0007] The purpose of this invention is to overcome the shortcomings of the prior art and provide a rapid assessment method for the impact of traffic vibration loads on factory buildings. This method provides a fast, low-cost, and high-precision assessment scheme for the impact of traffic vibration loads on high-tech factory buildings.

[0008] To achieve the above objectives, the technical solution adopted by the present invention is as follows: In a first aspect, the present invention provides a rapid assessment method for the impact of traffic vibration loads on factory buildings, the method comprising: On the side of the factory area adjacent to the traffic road, an instantaneous synchronous measurement array including multiple measuring points is set up along the direction perpendicular to the road to collect traffic vibration data. The vibration data collected from each measuring point were analyzed in 1 / 3 octave band to obtain the effective value of the vibration velocity at the center frequency of each 1 / 3 octave band. For each 1 / 3 octave band center frequency, the effective value of vibration velocity at each measuring point at that frequency is fitted with a power function to establish a frequency-space attenuation model, so as to quantify the attenuation law of vibration with distance at different frequencies. The frequency-space attenuation model is used to determine the vibration velocity spectrum caused by traffic vibration at the target location. Combined with the vibration sensitivity characteristics of the target process equipment, the traffic vibration dominance index (TVDI) of the target process equipment is calculated to quantitatively assess the degree of impact of traffic vibration on the target process equipment.

[0009] In the above scheme, the measuring points extend from the edge of the road into the factory area.

[0010] In the above scheme, the measurement points are located at distances of 0m, 10m, 20m, 30m and 40m from the edge of the road, and the measurement time is 15 to 30 minutes.

[0011] In the above scheme, all measuring points use triaxial vibration sensors and are synchronized using GPS timing or a precision clock source.

[0012] In the above scheme, the 1 / 3 octave band analysis includes: Time-domain curve of vibration velocity Perform an FFT transform to obtain the corresponding frequency curve. The vibrational velocity power spectral density within time 0-T is calculated accordingly. ; Let the first i The center frequency of each 1 / 3 octave band is Then its upper limit frequency Lower limit frequency Thus, the first i The frequencies and their number within a 1 / 3 octave bandwidth n And calculate the first i RMS values ​​of vibration velocity within a 1 / 3 octave band bandwidth: ; in, This is the effective value of the vibration velocity. Indicates the first i Within a 1 / 3 octave bandwidth, the first Each frequency.

[0013] In the above scheme, the frequency-space attenuation model ;in, The intensity spectrum of the virtual vibration source at the road edge. To measure the distance from the point to the road, For frequency The attenuation coefficient.

[0014] In the above scheme, the frequency-space attenuation model is used to determine the vibration velocity spectrum caused by traffic vibration at the target location. Combined with the vibration sensitivity characteristics of the target process equipment, the traffic vibration dominance index (TVDI) of the target process equipment is calculated, including: Determine the distance from the target location to the road, input it into a frequency-space attenuation model, and predict the vibration velocity spectrum at the target location caused by traffic vibration. ; Based on the vibration sensitivity characteristics of the target process equipment, one or more key frequency bands are identified, and the traffic vibration dominance index (TVDI) of the target process equipment is calculated: ; in, For frequency, For the m-th critical frequency band, Number of key frequency bands; In key frequency bands The predicted vibration velocity spectrum at the center frequency; For the target process equipment VC level in Limits at the location; Assign higher weights to the target process equipment sensitivity weighting function at the equipment's resonant frequency; It is a balancing coefficient used to coordinate the weight of evaluation at a specific frequency point with the overall evaluation of the entire frequency band.

[0015] In the above scheme, the quantitative evaluation criteria are as follows: When TVDI is much less than 1, the impact of traffic vibration is considered negligible and the site is suitable. When TVDI is approximately equal to 1, it is determined that traffic vibration has a significant impact and poses a risk, and vibration isolation design is recommended. When TVDI is greater than 1, it is determined that the traffic vibration impact exceeds the standard, and the location is not applicable or requires strong vibration isolation measures.

[0016] In a second aspect, the present invention provides a computer device, comprising: a processor and a memory, the memory storing a program or instructions executable on the processor, wherein the program or instructions, when executed by the processor, implement the steps of the rapid assessment method for the impact of traffic vibration loads on factory buildings as described in any one of the first aspects.

[0017] Thirdly, the present invention provides a computer-readable storage medium, characterized in that it stores a program or instructions thereon, which, when executed by a processor, implement the steps of the rapid assessment method for the impact of traffic vibration loads on factory buildings as described in any one of the first aspects.

[0018] In summary, compared with the prior art, the above-described technical solutions conceived by this invention can achieve the following beneficial effects: This invention overcomes the shortcomings of traditional long-term monitoring methods, such as long monitoring cycles, high costs, and insufficient targeting, by employing a technical solution that combines instantaneous synchronous measurement array deployment, frequency-space attenuation model construction, and traffic vibration dominance index (TVDI) calculation. It achieves rapid, specialized, and quantitative assessment of the impact of traffic vibration on precision processes within a factory building using only a single short-term synchronous measurement. This method not only significantly improves assessment efficiency and reduces initial site selection costs, but also provides accurate and intuitive data support for factory planning, layout, and vibration isolation design through model prediction and TVDI index quantification, greatly facilitating engineering design decisions. Attached Figure Description

[0019] Figure 1 This is a schematic diagram of the overall process of a rapid assessment method for the impact of traffic vibration loads on factory buildings, provided in an embodiment of the present invention. Figure 2 This is a schematic diagram of the layout of the measuring point array provided in an embodiment of the present invention; Figure 3 This is a time history curve of a certain measuring point provided in an embodiment of the present invention; Figure 4 This is a 1 / 3 octave band curve of a certain measuring point provided in an embodiment of the present invention; Figure 5 This is a schematic diagram of a frequency-space attenuation model provided in an embodiment of the present invention; Figure 6 This is a schematic diagram of the hardware structure of a computer device provided in an embodiment of the present invention. Detailed Implementation

[0020] To make the objectives, technical solutions, and advantages of this invention clearer, the invention will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative and not intended to limit the invention. All other embodiments obtained by those skilled in the art based on the embodiments provided by this invention without inventive effort are within the scope of protection of this invention.

[0021] Obviously, the accompanying drawings described below are merely some examples or embodiments of the present invention. Those skilled in the art can apply the present invention to other similar scenarios based on these drawings without any inventive effort. Furthermore, it is understood that although the efforts made in this development process may be complex and lengthy, for those skilled in the art related to the content disclosed in this invention, modifications to design, manufacturing, or production based on the technical content disclosed in this invention are merely conventional technical means and should not be construed as insufficient disclosure of the present invention.

[0022] In this invention, the reference to "embodiment" means that a specific feature, structure, or characteristic described in connection with an embodiment may be included in at least one embodiment of the invention. The appearance of this phrase in various places in the specification does not necessarily refer to the same embodiment, nor is it a mutually exclusive, independent, or alternative embodiment. It will be explicitly and implicitly understood by those skilled in the art that the embodiments described in this invention may be combined with other embodiments without conflict.

[0023] Unless otherwise defined, the technical or scientific terms used in this invention shall have the ordinary meaning understood by one of ordinary skill in the art to which this invention pertains. The terms "a," "an," "an," "the," and similar words used in this invention do not indicate quantity limitation and may indicate singular or plural. The terms "comprising," "including," "having," and any variations thereof used in this invention are intended to cover non-exclusive inclusion; for example, a process, method, system, product, or device that includes a series of steps or modules (units) is not limited to the listed steps or units, but may also include steps or units not listed, or may include other steps or units inherent to these processes, methods, products, or devices. The terms "connected," "linked," "coupled," and similar words used in this invention are not limited to physical or mechanical connections, but may include electrical connections, whether direct or indirect. "A plurality" used in this invention refers to two or more. "And / or" describes the relationship between related objects, indicating that three relationships may exist; for example, "A and / or B" can represent: A alone, A and B simultaneously, and B alone. The character " / " generally indicates that the preceding and following objects have an "or" relationship. The terms "first," "second," and "third" used in this invention are merely to distinguish similar objects and do not represent a specific ordering of the objects.

[0024] This invention provides a rapid assessment method for the impact of traffic vibration loads on factory buildings. Specifically, it's a method for quickly assessing the impact of surrounding traffic vibration loads on the precision processes of high-tech factories (such as chip factories and biological laboratories) during the planning and design phase. The core of this method lies in constructing a vibration propagation model and conducting a quantitative risk assessment through a single short-term synchronous measurement, eliminating the need for long-term background vibration monitoring. Figure 1 As shown, the method includes the following steps: (1) Layout of measuring point array and data acquisition.

[0025] like Figure 2 and Figure 3As shown, a real-time synchronous measurement array is deployed perpendicular to the road on the side of the proposed factory area adjacent to the main traffic artery. This array includes at least five measuring points (more points result in more accurate assessments), starting from the road edge (0-meter position) and extending inwards into the site, covering a typical range of vibration attenuation (e.g., 0m, 10m, 20m, 30m, 40m). All measuring points utilize triaxial vibration sensors and are rigorously synchronized using GPS timing or a precision clock source. The measurement duration should ensure sufficient traffic flow events are captured (e.g., including multiple traffic signal cycles), typically 15-30 minutes.

[0026] (2) Vibration data processing and attenuation model construction.

[0027] like Figure 4 As shown, the vibration velocity time history data collected from each measuring point were analyzed using a 1 / 3 octave band method to obtain the effective vibration velocity value at each measuring point in each 1 / 3 octave band. The specific calculation method for the 1 / 3 octave band is as follows: The actual measured vibration velocity time-domain curve is as follows After performing the FFT transformation, the corresponding frequency curve is obtained as follows: The vibrational velocity power spectral density during time 0-T is . No. i The center frequency is upper limit frequency Lower limit frequency . No. i The effective value of vibration velocity within a 1 / 3 octave band bandwidth is: .in, n For the first i The number of frequencies within a 1 / 3 octave bandwidth Indicates the first i Within a 1 / 3 octave bandwidth, the first Each frequency.

[0028] like Figure 5 As shown, for each 1 / 3 octave band center frequency The effective vibration value at each measuring point at this frequency Distance from the road r A power function model is fitted to establish a frequency-space decay model: ;in, For the roadside ( r The virtual vibration source intensity spectrum (=0); This represents the attenuation coefficient of the frequency component in the site soil. This model allows for the quantification of the attenuation of vibration at different frequencies with distance.

[0029] (3) Vibration impact prediction and quantitative evaluation.

[0030] Using the aforementioned attenuation model, by inputting the distance from any point to the road, the vibration velocity spectrum at that point caused by traffic vibration can be predicted. Vibration velocity Based on this, the Traffic Vibration Dominance Index (TVDI) is proposed as the core evaluation indicator. This index calculates one or more key frequency bands that are most sensitive to the target process equipment. M As shown below: ; In the formula, For frequency, For the m-th critical frequency band, Number of key frequency bands; In key frequency bands The predicted vibration velocity spectrum at the center frequency; For the target VC level in Limits at the location; Assign a higher weight to the device sensitivity weighting function at the device's resonant frequency; Balance coefficient (0≤ ≤1), used to coordinate the weight of evaluation at a specific frequency point with the overall evaluation of the entire frequency band.

[0031] Evaluation criteria: TVDI When TVDI is 1, the impact of traffic vibration is negligible and the site is excellent; when TVDI≈1, the impact of traffic vibration is significant and there is a risk, requiring vibration isolation design; when TVDI>1, the impact of traffic vibration has exceeded the standard, and the location is not suitable or requires strong vibration isolation.

[0032] Therefore, this invention provides a rapid assessment method for the impact of traffic vibration loads on high-tech factory buildings, which has the following advantages: (1) Fast and efficient: No long-term monitoring is required; the evaluation can be completed with a short measurement, which greatly shortens the evaluation cycle and reduces costs. It is especially suitable for site selection in the early stage.

[0033] (2) Precise focus: Directly targeting traffic vibration as the source of vibration, by establishing a frequency-related attenuation model, the prediction and evaluation are made more accurate.

[0034] (3) Quantitative and intuitive: The innovative TVDI index transforms complex vibration data into an intuitive value, clearly expressing the impact and risk level of traffic vibration, which greatly facilitates engineering design decisions.

[0035] (4) Strong foresight: It can predict the vibration environment inside the factory before the building design is completed, providing key data support for the overall planning, building layout and vibration isolation design.

[0036] Specifically, let's take the assessment of the impact of vibrations from a proposed chip factory on a nearby city's main road as an example: (1) On the north side of the proposed factory area, a measuring point array is set up perpendicular to the main road, with positions at 0m (at the red line), 10m, 20m, 30m and 40m from the road, respectively. Figure 2 As shown.

[0037] (2) Five GPS-synchronized triaxial accelerometers were used to simultaneously collect 15 minutes of vibration data, such as... Figure 3 As shown.

[0038] (3) such as Figure 4 As shown, a 1 / 3 octave band analysis was performed on the data, and frequency-space attenuation models were fitted for different key frequencies such as 4Hz, 8Hz, 16Hz, and 31.5Hz, as shown below. Figure 5 As shown.

[0039] (4) Assuming the photolithography area is planned 60 meters away from the road, use the model to predict its vibration spectrum. .

[0040] (5) Set the target VC level to VC-C and determine the most sensitive frequency band of the lithography equipment to be 4-8Hz. Select this frequency band and set the weighting function. and balance coefficient The calculated TVDI value for this planned location is 0.85.

[0041] (6) Conclusion: At this location, TVDI≈1, and the impact of traffic vibration is close to the upper limit of the VC-C standard, posing a high risk. It is recommended to add a floor slab vibration isolation system to this area in the building structural design, or adjust the layout of this sensitive process to an area with a lower TVDI.

[0042] It should be noted that the steps shown in the above process or in the flowchart of the accompanying figures can be executed in a computer system such as a set of computer-executable instructions, and although a logical order is shown in the flowchart, in some cases the steps shown or described may be executed in a different order than that shown here.

[0043] Combination Figure 1 The rapid assessment method for the impact of traffic vibration loads on factory buildings described in this embodiment of the invention can be implemented using a computer device. Figure 6 This is a schematic diagram of the hardware structure of a computer device according to an embodiment of the present invention. Figure 6 As shown, the device may include a processor 301 and a memory 302 storing computer program instructions.

[0044] Specifically, the processor 301 may include a central processing unit (CPU), an application specific integrated circuit (ASIC), or one or more integrated circuits that can be configured to implement the embodiments of the present invention.

[0045] Memory 302 may include a large-capacity memory for data or instructions. For example, and not limitingly, memory 302 may include a hard disk drive (HDD), a floppy disk drive, a solid-state drive (SSD), flash memory, an optical disk drive, a magneto-optical disk drive, magnetic tape, or a Universal Serial Bus (USB) drive, or a combination of two or more of these. Where appropriate, memory 302 may include removable or non-removable (or fixed) media. Where appropriate, memory 302 may be internal or external to a data processing device. In a particular embodiment, memory 302 is non-volatile memory. In a particular embodiment, memory 302 includes read-only memory (ROM) and random access memory (RAM). Where appropriate, the ROM may be a mask-programmed ROM, a programmable read-only memory (PROM), an erasable read-only memory (EPROM), an electrically erasable read-only memory (EEPROM), an electrically alterable read-only memory (EAROM), or flash memory, or a combination of two or more of these. Where appropriate, the RAM can be Static Random-Access Memory (SRAM) or Dynamic Random-Access Memory (DRAM). DRAM can be Fast Page Mode Dynamic Random Access Memory (FPMDRAM), Extended Data Out Dynamic Random Access Memory (EDODRAM), Synchronous Dynamic Random-Access Memory (SDRAM), etc.

[0046] The memory 302 can be used to store or cache various data files that need to be processed and / or communicated, as well as possible computer program instructions executed by the processor 301.

[0047] The processor 301 reads and executes computer program instructions stored in the memory 302 to implement any of the rapid assessment methods for the impact of traffic vibration loads on factory buildings in the above embodiments.

[0048] In some embodiments, the computer device may further include a communication interface 303 and a bus 300. For example, Figure 6 As shown, the processor 301, memory 302, and communication interface 303 are connected through bus 300 and complete communication with each other.

[0049] The communication interface 303 is used to enable communication between the various modules, devices, units, and / or equipment in the embodiments of the present invention. The communication interface 303 can also enable data communication with other components such as external devices, image / data acquisition devices, databases, external storage, and image / data processing workstations.

[0050] Bus 300 includes hardware, software, or both, that couples components of a computer device together. Bus 300 includes, but is not limited to, at least one of the following: data bus, address bus, control bus, expansion bus, and local bus. For example, and not as a limitation, bus 300 may include an Accelerated Graphics Port (AGP) or other graphics bus, an Extended Industry Standard Architecture (EISA) bus, a Front Side Bus (FSB), a Hyper Transport (HT) interconnect, an Industry Standard Architecture (ISA) bus, an InfiniBand interconnect, a Low Pin Count (LPC) bus, a memory bus, a Micro Channel Architecture (MCA) bus, a Peripheral Component Interconnect (PCI) bus, a PCI-Express (PCI-X) bus, a Serial Advanced Technology Attachment (SATA) bus, a Video Electronics Standards Association Local Bus (VLB) bus, or other suitable buses, or a combination of two or more of these. Where appropriate, bus 300 may include one or more buses. Although specific buses are described and illustrated in the embodiments of the present invention, the present invention is contemplated by any suitable bus or interconnect.

[0051] The computer device can execute the rapid assessment method for the impact of traffic vibration loads on factory buildings as described in this embodiment of the invention, thereby achieving a combination of... Figure 1 A rapid assessment method for the impact of traffic vibration loads on factory buildings is described.

[0052] Furthermore, in conjunction with the rapid assessment method for the impact of traffic vibration loads on factory buildings described in the above embodiments, this invention can be implemented using a computer-readable storage medium. This computer-readable storage medium stores computer program instructions; when these computer program instructions are executed by a processor, they implement any of the rapid assessment methods for the impact of traffic vibration loads on factory buildings described in the above embodiments.

[0053] It should be noted that the technical features of the above embodiments can be combined arbitrarily. For the sake of brevity, not all possible combinations of the technical features in the above embodiments have been described. However, as long as the combination of these technical features does not contradict each other, it should be considered within the scope of this specification. In addition, depending on the implementation needs, the various steps / components described in this invention can be broken down into more steps / components, or two or more steps / components or parts of steps / components can be combined into new steps / components to achieve the purpose of this invention.

[0054] It will be readily understood by those skilled in the art that the above-described embodiments merely illustrate several implementations of the present invention, and while the descriptions are relatively specific and detailed, they should not be construed as limiting the scope of the invention patent. It should be noted that those skilled in the art can make various modifications and improvements without departing from the concept of the present invention, and these all fall within the protection scope of the present invention. Therefore, the protection scope of this patent should be determined by the appended claims.

Claims

1. A method for rapid evaluation of traffic vibration load effect on a factory building, characterized in that, The method comprises: In the vicinity of the traffic road on one side of the factory building area, a transient synchronous measurement array including a plurality of measuring points is arranged along a direction perpendicular to the road to collect traffic vibration data; 1 / 3 octave band analysis is performed on the collected vibration data of each measuring point to obtain the vibration speed effective value of each measuring point at the center frequency of each 1 / 3 octave band; For each 1 / 3 octave band center frequency, the vibration speed effective value of each measuring point at the frequency is fitted with the distance from the measuring point to the road by a power function to establish a frequency-space attenuation model to quantify the attenuation law of vibration with distance at different frequencies; The vibration speed spectrum of the target position caused by traffic vibration is determined by using the frequency-space attenuation model, and the traffic vibration dominance index TVDI of the target process equipment is calculated by combining the vibration sensitive characteristics of the target process equipment to quantify and evaluate the influence of traffic vibration on the target process equipment.

2. The method for quick assessment of the impact of traffic vibration load on a plant-oriented building according to claim 1, characterized in that, The measuring points extend from the road edge to the interior of the factory building area.

3. The method for rapid assessment of the impact of traffic vibration loads on a plant-oriented building according to claim 2, characterized in that, The measuring point positions include positions 0 m, 10 m, 20 m, 30 m and 40 m away from the road edge, and the measurement duration is 15 to 30 minutes.

4. The method for rapid assessment of the impact of traffic vibration loads on a plant-oriented building according to claim 1, characterized in that, All measuring points use three-direction vibration sensors, and GPS time service or precise clock source is used for synchronous measurement.

5. The method for rapid assessment of the impact of traffic vibration loads on a plant-oriented building according to claim 1, wherein The 1 / 3 octave band analysis includes: The vibration velocity time-domain curve is obtained The FFT transform is performed to obtain the corresponding frequency curve The vibration velocity power spectrum density within time 0-T is calculated ; Set the first i The center frequency of the 1 / 3 octave is The upper limit frequency The lower limit frequency Thus, the frequency and its number in the first i 1 / 3 octave bandwidth are determined n And the vibration velocity effective value in the first i 1 / 3 octave bandwidth is calculated ； wherein is the effective value of the vibration velocity, denotes the i first frequency within the first 1 / 3 octave band.

6. The method for quick assessment of the impact of traffic vibration load on a plant-oriented building according to claim 1, wherein Frequency-space attenuation model ; wherein, is a virtual source strength spectrum of the road edge, is the distance of the measurement point to the road, is the frequency attenuation coefficient.

7. The method for quick assessment of the impact of traffic vibration load on a plant-oriented building according to claim 1, wherein The vibration speed spectrum of the target position caused by traffic vibration is determined by using the frequency-space attenuation model, and the traffic vibration dominance index TVDI of the target process equipment is calculated by combining the vibration sensitive characteristics of the target process equipment, including: determining a distance of the target location to the road, inputting to a frequency-space attenuation model, predicting a vibration velocity spectrum of the target location caused by traffic vibrations ; According to the vibration sensitive characteristics of the target process equipment, one or more key frequency bands are determined, and the traffic vibration dominance index TVDI of the target process equipment is calculated: ； in, For frequency, For the m-th critical frequency band, Number of key frequency bands; In key frequency bands The predicted vibration velocity spectrum at the center frequency; For the target process equipment VC level in Limits at the location; Assign higher weights to the target process equipment sensitivity weighting function at the equipment's resonant frequency; It is a balancing coefficient used to coordinate the weight of evaluation at a specific frequency point with the overall evaluation of the entire frequency band.

8. The method for quick assessment of the impact of traffic vibration load on a plant-oriented building according to claim 1, wherein The quantitative evaluation standard is: When TVDI is much less than 1, it is determined that the influence of traffic vibration is negligible, and the site is suitable; When TVDI is approximately equal to 1, it is determined that the influence of traffic vibration is significant and there is a risk, and vibration isolation design is recommended; When TVDI is greater than 1, it is determined that the influence of traffic vibration is over-standard, and the location is not suitable or strong vibration isolation measures need to be taken.

9. A computer device, comprising: It comprises: A processor and a memory, the memory stores programs or instructions executable on the processor, and the programs or instructions are executed by the processor to realize the steps of the rapid evaluation method of traffic vibration load influence for a factory building according to any one of claims 1 to 8.

10. A computer-readable storage medium, characterized in that, A program or instruction is stored thereon, and the program or instruction is executed by the processor to realize the steps of the rapid evaluation method of traffic vibration load influence for a factory building according to any one of claims 1 to 8.

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