Glass curtain wall processing damage detection system and method

Abstract

The invention provides a glass curtain wall processing damage detection method and system. The method comprises the following steps: establishing a first coupling structure finite element model; determining a theoretical vibration response of the first coupling structure finite element model under the first external excitation; determining the grid size of each contact surface of the first coupling structure finite element model, and calculating according to the grid size to obtain a boundary element model and a vibration boundary point of the glass and the frame body; setting an acceleration sensor and applying actual excitation to obtain a first actual vibration response; determining a theoretical vibration boundary element model and a theoretical vibration boundary point of the homogeneous filling colloid; applying second external excitation, and calculating actual vibration at the position of each acceleration sensor to obtain second actual vibration response; and calculating vibration at each vibration boundary point according to the second actual vibration response, and comparing the vibration with the theoretical vibration response, the first actual vibration response and the second actual vibration response to determine the position of the damage. According to the invention, the damage detection of each part in the glass curtain wall processing process is realized.

Description

Technical Field

[0001] The invention belongs to the technical field of glass processing damage detection, and in particular relates to a glass curtain wall processing damage detection method. Background Art

[0002] As a common decoration and enclosure structure for modern building facades, glass curtain walls integrate multiple functions such as aesthetics, lighting, and heat insulation, and are widely used in various commercial buildings, office buildings, and public facilities. With the rapid development of the construction industry, the scale of glass curtain walls has become larger and the structure has become more complex, which has put forward strict requirements on their processing quality and safety assurance.

[0003] In the processing flow of glass curtain walls, the glue injection and assembly process is extremely critical. The quality of glue injection is not only related to the stability of the connection between the glass plate and the frame, but also has a profound impact on the overall waterproof, airtight and seismic performance of the curtain wall. However, the current processing environment is full of many complex factors, such as differences in construction technology, fluctuations in raw material characteristics, human operating errors, etc., which may cause various types of damage to the glass curtain wall during the glue injection and assembly stage, such as uneven colloid filling, poor fit between glass and frame, and hidden tiny cracks. Traditional glass curtain wall damage detection methods have significant limitations. The visual inspection method relies too much on the experience and responsibility of the inspectors, and can only find more obvious appearance defects, but is powerless for damage hidden in the internal structure; although the knocking detection method can preliminarily judge the bonding condition, it is difficult to accurately locate the damage position, and the detection results are highly subjective; and conventional non-destructive testing technologies, such as ultrasonic testing and radiographic testing, are prone to misjudgment when facing complex multi-material composite structures such as glass curtain walls due to large differences in material acoustic properties and radiation absorption, and the detection accuracy cannot meet the needs of high-precision engineering.

[0004] In view of this, it is urgent to propose a glass curtain wall processing damage detection system and method. Summary of the invention

[0005] To this end, the present invention provides a glass curtain wall processing damage detection system and method to achieve processing damage detection of the glass curtain wall before and after the glue injection processing and assembly.

[0006] A first aspect of the present invention provides a method for detecting processing damage of a glass curtain wall, comprising the following steps:

[0007] S1. Before the glue injection and assembly, a first coupled structure finite element model is established according to each cross-sectional structure of the glass curtain wall, wherein the first coupled structure finite element model includes a finite length frame model, a finite length homogeneous colloid model and a finite length glass model;

[0008] S2. determining a first theoretical vibration response of the first coupled structure finite element model under a first external excitation;

[0009] S3, determining the mesh size of each contact surface of the finite element model of the first coupling structure, and determining the boundary element model and vibration boundary points of the finite length frame model and the finite length glass model according to the mesh size;

[0010] S4, arranging acceleration sensors at positions of the frame and the glass corresponding to the vibration boundary points, and applying a first external excitation to the frame and the glass to obtain a first actual vibration response;

[0011] S5. Verify and determine a second theoretical vibration response of the homogeneous filling colloid according to the first theoretical vibration response and the first actual vibration response;

[0012] S6, after the glue injection and assembly, applying a second external excitation to the preset positions of the frame and the glass, calculating the actual vibration at the position of each acceleration sensor to obtain an actual vibration response;

[0013] S7. Calculate the vibration at each vibration boundary point according to the second actual vibration response, and compare it with the first theoretical vibration response, the second theoretical vibration response, and the first actual vibration response to determine whether there is damage and the location of the damage.

[0014] As a preferred embodiment, the first actual excitation and the second actual excitation both include preset force excitation, simulated force impact excitation and simulated ultrasonic excitation;

[0015] Preset force excitation, including:

[0016] A first force provided on the pressure-bearing side between the finite-length frame model and the finite-length homogeneous colloid model;

[0017] A second force provided on the compression side of the cross section of the finite length homogeneous colloid model;

[0018] A third force provided on the compression side of the finite length glass model section;

[0019] A simulated force impact excitation is an external force applied to at least one side of the finite length frame model and / or the finite length glass model, and the impact load on each model caused by the external force is less than the maximum impact load of each model;

[0020] The ultrasonic excitation is simulated, which applies ultrasonic excitation of at least one frequency to at least one side of the finite length frame model and / or the finite length homogeneous colloid model and / or the finite length glass.

[0021] As a preferred embodiment, the preset force excitation also includes the following settings:

[0022] The first force includes

[0023] The pressure on the compression side of the finite length frame model is equal to the weight components of the colloid, glass and frame in the direction of the compression side; and

[0024] The viscous resistance of the contact surface between the pressure side and the finite length colloid model;

[0025] The second force includes

[0026] The pressure on both sides of the finite length homogeneous colloid model, wherein the pressure on one side is the gravity component of the frame toward that side, and the pressure on the other side is the gravity component of the frame, colloid, and glass toward that side;

[0027] The third force includes

[0028] The finite length glass model is subjected to a pressure on its compression side, the pressure being equal to the gravity component of the frame and the colloid in the direction of the compression side; and

[0029] Viscous drag on the contact surface between the pressure side and the finite length colloid model.

[0030] As a preferred embodiment, a plurality of acceleration sensors are provided at the same vibration boundary point, and the sensing directions of the plurality of acceleration sensors are set to be different.

[0031] As a preferred embodiment, the preset force excitation also includes a weight change when each boundary element model and the acceleration sensor are considered as a whole after the acceleration sensor is set.

[0032] As a preferred embodiment, before executing step S6, the following steps are also included:

[0033] S51, calculating the difference in peak frequency between the first theoretical vibration response and the first actual vibration response;

[0034] S52, calculating the difference in acceleration level change trend between the first theoretical vibration response and the second actual vibration response;

[0035] S53, if the peak frequency matching error between the first theoretical vibration response and the second theoretical response is within 10%, and the acceleration level error at the peak frequency is within 10%, it is considered that the first coupled structure finite model meets the preset requirements and the next step is executed; otherwise, the setting of the acceleration sensor, material performance parameters and model parameters are checked and then the process returns to S1;

[0036] S54, establishing a finite-length inhomogeneous colloid model of the homogeneous colloid after being deformed by a third force according to the performance parameters of the colloid, keeping the finite-length frame model and the finite-length glass model unchanged, and constructing a second coupled structure finite element model;

[0037] S55, performing the same steps as steps S1-S4 on the second coupling structure finite element model:

[0038] S56, executing the same steps as steps S51-S53 on the second coupling structural element model;

[0039] S57. Calculate the error value between the first coupling structure finite element model and the second coupling structure finite element model at each boundary element model and vibration boundary point, and use the error value and its upper and lower limit thresholds of 10% as the error range when executing S6-S7 to determine damage.

[0040] As a preferred embodiment, when modeling the finite element model of the first coupling structure, the connection between the finite length homogeneous colloid model and the finite length frame module and the finite length glass model is set to the maximum tensile bonding force of the colloid material at the contact surface of the model in the cross-sectional structure.

[0041] As a preferred manner, in S7, the damage position is determined by obtaining the grid positions whose actual vibration responses under the simulated force impact excitation and the simulated ultrasonic excitation are not within the error range.

[0042] A second aspect of the present invention provides a glass curtain wall processing damage detection system, comprising:

[0043] The first model building module is used to establish a first coupled structure finite element model according to the cross-sectional structures of the glass curtain wall and the performance parameters of each material before the injection and assembly, wherein the first coupled structure finite element model includes a finite length frame model, a finite length homogeneous colloid model and a finite length glass model;

[0044] A first theoretical response determination module: used to determine a first theoretical vibration response of the first coupled structure finite element model under a first external excitation;

[0045] Boundary parameter determination module: used to determine the mesh size of each contact surface of the finite element model of the first coupling structure, and determine the boundary element model and vibration boundary points of the finite length frame model and the finite length glass model according to the mesh size;

[0046] A first actual response acquisition module: used for setting acceleration sensors at positions of the frame and the glass corresponding to the vibration boundary points, and applying a first external excitation to the frame and the glass to obtain a first actual vibration response;

[0047] A second theoretical response calculation module: used for verifying and determining a second theoretical vibration response of the homogeneous filling colloid according to the first theoretical vibration response and the first actual vibration response;

[0048] A second actual response acquisition module: used for applying a second external excitation to the preset positions of the frame and the glass after the glue injection assembly, and calculating the actual vibration at the position of each acceleration sensor to obtain the actual vibration response;

[0049] Damage judgment module: used to calculate the vibration at each vibration boundary point according to the second actual vibration response, and compare it with the first theoretical vibration response, the second theoretical vibration response and the first actual vibration response to determine whether there is damage and the location of the damage.

[0050] As a preferred embodiment, it further includes an excitation setting module, which is used to set the first actual excitation and the second actual excitation, wherein the first actual excitation and the second actual excitation both include a preset force excitation, a simulated force impact excitation and a simulated ultrasonic excitation; wherein,

[0051] Preset force excitation module: used to set preset force excitation, including a first force set on the pressure side between the finite length frame model and the finite length homogeneous colloid model, a second force set on the pressure side of the cross section of the finite length homogeneous colloid model, and a third force set on the pressure side of the cross section of the finite length glass model;

[0052] Impact excitation module: used for applying simulated force impact excitation, i.e. applying external force to at least one side of the finite length frame model and / or the finite length glass model, and the impact load on each model impacted by the external force is less than the maximum impact load of each model;

[0053] Ultrasonic excitation module: used for applying simulated ultrasonic excitation, that is, applying ultrasonic excitation of at least one frequency to at least one side of the finite-length frame model and / or the finite-length homogeneous colloid model and / or the finite-length glass.

[0054] The above technical solution of the present invention has the following advantages compared with the prior art:

[0055] By constructing a fine first-coupling structural finite element model and comparing the theoretical and actual vibration responses, it is possible to accurately determine whether damage exists and where it is located. In particular, by using the error analysis between the vibration response and theoretical value under simulated force impact excitation and simulated ultrasonic excitation, damage at the grid position can be accurately located, greatly improving the detection accuracy, avoiding missed detection and false detection, and ensuring the structural safety of the glass curtain wall.

[0056] Multiple excitation methods are used, including preset force excitation, simulated force impact excitation and simulated ultrasonic excitation. Preset force excitation simulates the static force under actual working conditions, applies force from different parts of the pressure side, and fully considers the gravity component and viscous resistance; impact excitation simulates sudden external force impact, and ultrasonic excitation uses the characteristics of ultrasonic frequency band to stimulate model vibration in all directions, so that the detection covers more potential damage scenarios and improves the comprehensiveness of the detection.

[0057] Multiple excitation methods are used, including preset force excitation, simulated force impact excitation and simulated ultrasonic excitation. Preset force excitation simulates the static force under actual working conditions, applies force from different parts of the pressure side, and fully considers the gravity component and viscous resistance; impact excitation simulates sudden external force impact, and ultrasonic excitation uses the characteristics of ultrasonic frequency band to stimulate model vibration in all directions, so that the detection covers more potential damage scenarios and improves the comprehensiveness of the detection.

[0058] Setting multiple acceleration sensors with different sensing directions at the same vibration boundary point can capture vibration information from multiple angles and obtain richer data dimensions, which helps to more accurately analyze vibration characteristics, improve detection sensitivity and accuracy, and provide detailed basis for subsequent damage judgment. BRIEF DESCRIPTION OF THE DRAWINGS

[0059] Figure 1 It is a structural block diagram of a glass curtain wall processing damage detection system provided by an embodiment of the present invention. DETAILED DESCRIPTION

[0060] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0061] According to a first aspect of an embodiment of the present disclosure, a method for detecting processing damage of a glass curtain wall is provided, comprising the following steps:

[0062] S1. Before the glue injection and assembly, a first coupled structure finite element model is established according to each cross-sectional structure of the glass curtain wall, wherein the first coupled structure finite element model includes a finite length frame model, a finite length homogeneous colloid model and a finite length glass model;

[0063] S2. determining a first theoretical vibration response of the first coupled structure finite element model under a first external excitation;

[0064] S3, determining the mesh size of each contact surface of the finite element model of the first coupling structure, and determining the boundary element model and vibration boundary points of the finite length frame model and the finite length glass model according to the mesh size;

[0065] S4, arranging acceleration sensors at positions of the frame and the glass corresponding to the vibration boundary points, and applying a first external excitation to the frame and the glass to obtain a first actual vibration response;

[0066] S5. Verify and determine a second theoretical vibration response of the homogeneous filling colloid according to the first theoretical vibration response and the first actual vibration response;

[0067] S6, after the glue injection and assembly, applying a second external excitation to the preset positions of the frame and the glass, calculating the actual vibration at the position of each acceleration sensor to obtain an actual vibration response;

[0068] S7. Calculate the vibration at each vibration boundary point according to the second actual vibration response, and compare it with the first theoretical vibration response, the second theoretical vibration response, and the first actual vibration response to determine whether there is damage and the location of the damage.

[0069] As a preferred embodiment, the first actual excitation and the second actual excitation both include preset force excitation, simulated force impact excitation and simulated ultrasonic excitation;

[0070] Preset force excitation, including:

[0071] A first force provided on the pressure-bearing side between the finite-length frame model and the finite-length homogeneous colloid model;

[0072] A second force provided on the compression side of the cross section of the finite length homogeneous colloid model;

[0073] A third force provided on the compression side of the finite length glass model section;

[0074] A simulated force impact excitation is an external force applied to at least one side of the finite length frame model and / or the finite length glass model, and the impact load on each model caused by the external force is less than the maximum impact load of each model;

[0075] The ultrasonic excitation is simulated, which applies ultrasonic excitation of at least one frequency to at least one side of the finite length frame model and / or the finite length homogeneous colloid model and / or the finite length glass.

[0076] As a preferred embodiment, the preset force excitation also includes the following settings:

[0077] The first force includes

[0078] The pressure on the compression side of the finite length frame model is equal to the weight components of the colloid, glass and frame in the direction of the compression side; and

[0079] The viscous resistance of the contact surface between the pressure side and the finite length colloid model;

[0080] The second force includes

[0081] The pressure on both sides of the finite length homogeneous colloid model, wherein the pressure on one side is the gravity component of the frame toward that side, and the pressure on the other side is the gravity component of the frame, colloid, and glass toward that side;

[0082] The third force includes

[0083] The finite length glass model is subjected to a pressure on its compression side, the pressure being equal to the gravity component of the frame and the colloid in the direction of the compression side; and

[0084] Viscous drag on the contact surface between the pressure side and the finite length colloid model.

[0085] As a preferred embodiment, a plurality of acceleration sensors are provided at the same vibration boundary point, and the sensing directions of the plurality of acceleration sensors are set to be different.

[0086] As a preferred embodiment, the preset force excitation also includes a weight change when each boundary element model and the acceleration sensor are considered as a whole after the acceleration sensor is set.

[0087] As a preferred embodiment, before executing step S6, the following steps are also included:

[0088] S51, calculating the difference in peak frequency between the first theoretical vibration response and the first actual vibration response;

[0089] S52, calculating the difference in acceleration level change trend between the first theoretical vibration response and the second actual vibration response;

[0090] S53, if the peak frequency matching error between the first theoretical vibration response and the second theoretical response is within 10%, and the acceleration level error at the peak frequency is within 10%, it is considered that the first coupled structure finite model meets the preset requirements and the next step is executed; otherwise, the setting of the acceleration sensor, material performance parameters and model parameters are checked and then the process returns to S1;

[0091] S54, establishing a finite-length inhomogeneous colloid model of the homogeneous colloid after being deformed by a third force according to the performance parameters of the colloid, keeping the finite-length frame model and the finite-length glass model unchanged, and constructing a second coupled structure finite element model;

[0092] S55, performing the same steps as steps S1-S4 on the second coupling structure finite element model:

[0093] S56, executing the same steps as steps S51-S53 on the second coupling structural element model;

[0094] S57. Calculate the error value between the first coupling structure finite element model and the second coupling structure finite element model at each boundary element model and vibration boundary point, and use the error value and its upper and lower limit thresholds of 10% as the error range when executing S6-S7 to determine damage.

[0095] As a preferred embodiment, when modeling the finite element model of the first coupling structure, the connection between the finite length homogeneous colloid model and the finite length frame module and the finite length glass model is set to the maximum tensile bonding force of the colloid material at the contact surface of the model in the cross-sectional structure.

[0096] As a preferred manner, in S7, the damage position is determined by obtaining the grid positions whose actual vibration responses under the simulated force impact excitation and the simulated ultrasonic excitation are not within the error range.

[0097] A second aspect of the embodiments of the present disclosure provides a glass curtain wall processing damage detection system, comprising:

[0098] The first model building module is used to establish a first coupled structure finite element model according to the cross-sectional structures of the glass curtain wall and the performance parameters of each material before the injection and assembly, wherein the first coupled structure finite element model includes a finite length frame model, a finite length homogeneous colloid model and a finite length glass model;

[0099] A first theoretical response determination module: used to determine a first theoretical vibration response of the first coupled structure finite element model under a first external excitation;

[0100] Boundary parameter determination module: used to determine the mesh size of each contact surface of the finite element model of the first coupling structure, and determine the boundary element model and vibration boundary points of the finite length frame model and the finite length glass model according to the mesh size;

[0101] A first actual response acquisition module: used for setting acceleration sensors at positions of the frame and the glass corresponding to the vibration boundary points, and applying a first external excitation to the frame and the glass to obtain a first actual vibration response;

[0102] A second theoretical response calculation module: used for verifying and determining a second theoretical vibration response of the homogeneous filling colloid according to the first theoretical vibration response and the first actual vibration response;

[0103] A second actual response acquisition module: used for applying a second external excitation to the preset positions of the frame and the glass after the glue injection assembly, and calculating the actual vibration at the position of each acceleration sensor to obtain the actual vibration response;

[0104] Damage judgment module: used to calculate the vibration at each vibration boundary point according to the second actual vibration response, and compare it with the first theoretical vibration response, the second theoretical vibration response and the first actual vibration response to determine whether there is damage and the location of the damage.

[0105] As a preferred embodiment, it further includes an excitation setting module, which is used to set the first actual excitation and the second actual excitation, wherein the first actual excitation and the second actual excitation both include a preset force excitation, a simulated force impact excitation and a simulated ultrasonic excitation; wherein,

[0106] Preset force excitation module: used to set preset force excitation, including a first force set on the pressure side between the finite length frame model and the finite length homogeneous colloid model, a second force set on the pressure side of the cross section of the finite length homogeneous colloid model, and a third force set on the pressure side of the cross section of the finite length glass model;

[0107] Impact excitation module: used for applying simulated force impact excitation, i.e. applying external force to at least one side of the finite length frame model and / or the finite length glass model, and the impact load on each model impacted by the external force is less than the maximum impact load of each model;

[0108] Ultrasonic excitation module: used for applying simulated ultrasonic excitation, that is, applying ultrasonic excitation of at least one frequency to at least one side of the finite-length frame model and / or the finite-length homogeneous colloid model and / or the finite-length glass.

[0109] Specifically, the preparation stage: select a typical glass curtain wall structure of a commercial building, prepare its design drawings, clarify the structural parameters of each section, and collect the performance parameters of the frame, glass and colloid materials, such as the elastic modulus of the frame aluminum alloy, the density of the glass, the bonding strength of the colloid, etc.

[0110] Model establishment: Using professional finite element analysis software, start the first model building module, input the above parameters, and establish the first coupled structure finite element model, including a finite length frame model, a finite length homogeneous colloid model, and a finite length glass model, and set the connection between the finite length homogeneous colloid model and the frame and glass models according to the maximum tensile bonding force of the colloid material in the cross-sectional structure. Excitation and response acquisition: The excitation setting module works, first setting the preset force excitation, for example, applying the first force corresponding to the gravity component and viscous resistance on the compression side of the finite length frame model and the homogeneous colloid model; applying the second force with different gravity components on both sides on the compression side of the homogeneous colloid model section; applying the third force corresponding to the frame and colloid gravity components and viscous resistance on the compression side of the glass model. Next, the boundary parameter determination module determines the mesh size of the model contact surface and finds the boundary element model and vibration boundary points. Subsequently, the first actual response acquisition module arranges multiple acceleration sensors with different sensing directions at the vibration boundary point, applies a first external excitation (including preset force, simulated impact, and simulated ultrasonic excitation), and obtains a first actual vibration response; at the same time, the first theoretical response determination module calculates a first theoretical vibration response.

[0111] Colloid response verification: The second theoretical response calculation module verifies and determines the second theoretical vibration response of the homogeneous filling colloid based on the above two responses. Post-glue injection detection: After the glue injection assembly is completed, the second actual response acquisition module applies the second external excitation to the preset positions of the frame and glass to calculate the actual vibration of each acceleration sensor position, that is, the second actual vibration response.

[0112] Damage judgment: The damage judgment module compares the second actual vibration response, the first theoretical and actual response, and the second theoretical response, calculates the vibration at the vibration boundary point, finds the grid position that is not within the error range under simulated impact and ultrasonic excitation, and determines the damage. If it is found that the peak frequency matching error exceeds 10% or the acceleration level error exceeds 10%, the process is traced back to check the parameters and sensor settings, or rebuild the model for re-testing.

[0113] The flowchart and block diagram in the accompanying drawings show the possible architecture, role and operation of the device, method and computer program product according to the embodiment of the present disclosure. In this regard, each box in the flowchart or block diagram can represent a module, a program segment or a part of the code, and the module, the program segment or a part of the code contains one or more executable instructions for realizing the specified logical role. In some alternative implementations, the role marked in the box can also occur in a different order from the order marked in the accompanying drawings. For example, two consecutive boxes can actually be executed in parallel, and they can sometimes be executed in the opposite order, which can depend on the role involved. In the description corresponding to the flowchart and the block diagram in the accompanying drawings, the operations or steps corresponding to different boxes can also occur in a different order from the order disclosed in the description, and sometimes there is no specific order between different operations or steps. For example, two consecutive operations or steps can actually be executed in parallel, and they can sometimes be executed in the opposite order, which can depend on the role involved. Each block in the block diagram and / or flowchart, and combinations of blocks in the block diagram and / or flowchart, may be implemented by a dedicated hardware-based device that performs the specified role or action, or may be implemented by a combination of dedicated hardware and computer instructions.

Claims

1. A method for detecting damage to a glass curtain wall, characterized in that: The steps include: S1. Before the glue injection and assembly, a first coupled structure finite element model is established according to each cross-sectional structure of the glass curtain wall, wherein the first coupled structure finite element model includes a finite length frame model, a finite length homogeneous colloid model and a finite length glass model; S2. determining a first theoretical vibration response of the first coupled structure finite element model under a first external excitation; S3, determining the mesh size of each contact surface of the finite element model of the first coupling structure, and determining the boundary element model and vibration boundary points of the finite length frame model and the finite length glass model according to the mesh size; S4, arranging acceleration sensors at positions of the frame and the glass corresponding to the vibration boundary points, and applying a first external excitation to the frame and the glass to obtain a first actual vibration response; S5. Verify and determine a second theoretical vibration response of the homogeneous filling colloid according to the first theoretical vibration response and the first actual vibration response; S6, after the glue injection and assembly, applying a second external excitation to the preset positions of the frame and the glass, calculating the actual vibration at the position of each acceleration sensor to obtain an actual vibration response; S7. Calculate the vibration at each vibration boundary point according to the second actual vibration response, and compare it with the first theoretical vibration response, the second theoretical vibration response, and the first actual vibration response to determine whether there is damage and the location of the damage.

2. The glass curtain wall processing damage detection method according to claim 1, characterized in that: The first actual excitation and the second actual excitation both include preset force excitation, simulated force impact excitation and simulated ultrasonic excitation; Preset force excitation, including: A first force provided on the pressure-bearing side between the finite-length frame model and the finite-length homogeneous colloid model; A second force provided on the compression side of the cross section of the finite length homogeneous colloid model; A third force provided on the compression side of the finite length glass model section; A simulated force impact excitation is an external force applied to at least one side of the finite length frame model and / or the finite length glass model, and the impact load on each model caused by the external force is less than the maximum impact load of each model; The ultrasonic excitation is simulated, which applies ultrasonic excitation of at least one frequency to at least one side of the finite length frame model and / or the finite length homogeneous colloid model and / or the finite length glass.

3. The glass curtain wall processing damage detection method according to claim 2, characterized in that: The preset force excitation also includes the following settings: The first force includes The pressure on the compression side of the finite length frame model is equal to the gravity component of the colloid, glass and frame in the direction of the compression side; as well as The viscous resistance of the contact surface between the pressure side and the finite length colloid model; The second force includes The pressure on both sides of the finite length homogeneous colloid model, wherein the pressure on one side is the gravity component of the frame toward that side, and the pressure on the other side is the gravity component of the frame, colloid, and glass toward that side; The third force includes The finite length glass model is subjected to a pressure on its compression side, the pressure being equal to the gravity component of the frame and the colloid in the direction of the compression side; and Viscous drag on the contact surface between the pressure side and the finite length colloid model.

4. The glass curtain wall processing damage detection method according to claims 2-3 is characterized in that: A plurality of acceleration sensors are arranged at the same vibration boundary point, and the sensing directions of the plurality of acceleration sensors are arranged to be different.

5. The glass curtain wall processing damage detection method according to claim 4, characterized in that: The preset force excitation also includes a weight change amount when each boundary element model and the setting of the acceleration sensor are regarded as a whole after the acceleration sensor is set.

6. The glass curtain wall processing damage detection method according to claim 1, characterized in that: Before executing step S6, the method further includes the following steps: S51, calculating the difference in peak frequency between the first theoretical vibration response and the first actual vibration response; S52, calculating the difference in acceleration level change trend between the first theoretical vibration response and the second actual vibration response; S53, if the peak frequency matching error between the first theoretical vibration response and the second theoretical response is within 10%, and the acceleration level error at the peak frequency is within 10%, it is considered that the first coupled structure finite model meets the preset requirements and the next step is executed; otherwise, the setting of the acceleration sensor, material performance parameters and model parameters are checked and then the process returns to S1; S54, establishing a finite-length inhomogeneous colloid model of the homogeneous colloid after being deformed by a third force according to the performance parameters of the colloid, keeping the finite-length frame model and the finite-length glass model unchanged, and constructing a second coupled structure finite element model; S55, performing the same steps as steps S1-S4 on the second coupling structure finite element model: S56, executing the same steps as steps S51-S53 on the second coupling structural element model; S57. Calculate the error value between the first coupling structure finite element model and the second coupling structure finite element model at each boundary element model and vibration boundary point, and use the error value and its upper and lower limit thresholds of 10% as the error range when executing S6-S7 to determine damage.

7. The glass curtain wall processing damage detection method according to claim 1, characterized in that: When the finite element model of the first coupling structure is modeled, the connection between the finite length homogeneous colloid model and the finite length frame module and the finite length glass model is set to the maximum tensile bonding force of the colloid material at the contact surface of the model in the cross-sectional structure.

8. The method for detecting glass curtain wall processing damage according to claim 1, characterized in that: The S7 determines the damage position by obtaining the grid position where the actual vibration response under the simulated force impact excitation and the simulated ultrasonic excitation is not within the error range.

9. Glass curtain wall processing damage detection system, characterized in that: include: The first model building module is used to establish a first coupled structure finite element model according to the cross-sectional structures of the glass curtain wall and the performance parameters of each material before the injection and assembly, wherein the first coupled structure finite element model includes a finite length frame model, a finite length homogeneous colloid model and a finite length glass model; A first theoretical response determination module: used to determine a first theoretical vibration response of the first coupled structure finite element model under a first external excitation; Boundary parameter determination module: used to determine the mesh size of each contact surface of the finite element model of the first coupling structure, and determine the boundary element model and vibration boundary points of the finite length frame model and the finite length glass model according to the mesh size; A first actual response acquisition module: used for setting acceleration sensors at positions of the frame and the glass corresponding to the vibration boundary points, and applying a first external excitation to the frame and the glass to obtain a first actual vibration response; A second theoretical response calculation module: used for verifying and determining a second theoretical vibration response of the homogeneous filling colloid according to the first theoretical vibration response and the first actual vibration response; A second actual response acquisition module: used for applying a second external excitation to the preset positions of the frame and the glass after the glue injection assembly, and calculating the actual vibration at the position of each acceleration sensor to obtain the actual vibration response; Damage judgment module: used to calculate the vibration at each vibration boundary point according to the second actual vibration response, and compare it with the first theoretical vibration response, the second theoretical vibration response and the first actual vibration response to determine whether there is damage and the location of the damage.

10. The glass curtain wall processing damage detection system according to claim 9, characterized in that: include: It also includes an excitation setting module, which is used to set the first actual excitation and the second actual excitation, and the first actual excitation and the second actual excitation both include a preset force excitation, a simulated force impact excitation and a simulated ultrasonic excitation; wherein, Preset force excitation module: used to set preset force excitation, including a first force set on the pressure side between the finite length frame model and the finite length homogeneous colloid model, a second force set on the pressure side of the cross section of the finite length homogeneous colloid model, and a third force set on the pressure side of the cross section of the finite length glass model; Impact excitation module: used for applying simulated force impact excitation, i.e. applying external force to at least one side of the finite length frame model and / or the finite length glass model, and the impact load on each model impacted by the external force is less than the maximum impact load of each model; Ultrasonic excitation module: used for applying simulated ultrasonic excitation, that is, applying ultrasonic excitation of at least one frequency to at least one side of the finite-length frame model and / or the finite-length homogeneous colloid model and / or the finite-length glass.

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