Concrete filled steel tubular column detection method and system

Abstract

The invention discloses a concrete-filled steel tubular column detection method and system, and relates to the technical field of concrete-filled steel tubular columns, and the method comprises the following steps: detecting the state information of each structure of a concrete-filled steel tubular column during construction and the condition information of the connection part of each structure of the concrete-filled steel tubular column during construction; comparing, analyzing and judging the state information of each structure of the concrete-filled steel tubular column during construction with the state information of each structure of the standard concrete-filled steel tubular column to obtain a structure state set; wherein the structure state set comprises normal physical state information, beneficial physical state information, harmful physical state information, normal structure number information, increased structure number information and lacked structure number information; the method has the advantages that possible problems of the concrete filled steel tubular column can be accurately recognized, and potential quality hazards can be found easily.

Description

Technical Field

[0001] The present invention relates to the technical field of steel tube concrete column, and more specifically, to a steel tube concrete column detection method and system. Background Art

[0002] As a common structural member, steel tube concrete column mainly includes steel tube and tie bars and locating bars arranged inside the steel tube, and there are welding points between the tie bars and locating bars. It is widely used in construction engineering and other fields. With the continuous development and progress of the construction industry, higher requirements are put forward on the safety, reliability and durability of building structures. Steel tube concrete column has its own unique advantages, such as high bearing capacity and good seismic resistance, and is widely used in various construction projects.

[0003] During construction, there may be deviations in the production of steel pipes, causing the physical dimensions of the steel pipes, such as thickness and diameter, to be inconsistent with the design standards, thus affecting the performance of the steel tube concrete column; at the joints between the various structures of the steel tube concrete column, if the number of welding points is reduced, the performance state of the steel tube concrete column will be affected, thus causing hidden dangers at the structural connections.

[0004] Existing detection methods for steel tube concrete columns often focus on the detection of a single indicator, such as only detecting the strength of concrete or the thickness of the steel tube, etc., and lack comprehensive and integrated detection and analysis of the status information of each structure of the steel tube concrete column and the status information of the interconnections between the structures. It is difficult to accurately and comprehensively judge whether the performance of the steel tube concrete column is in a normal state, and it is impossible to discover potential quality problems in time, which brings hidden dangers to the safety of the building structure. Summary of the invention

[0005] In view of the deficiencies in the prior art, the present invention aims to provide a method and system for detecting concrete-filled steel tube columns.

[0006] To achieve the above object, the present invention provides the following technical solutions:

[0007] A method for detecting a steel tube concrete column, the method comprising the following steps:

[0008] Detect the status information of each structure of the steel tube concrete column during construction and the status information of the connections between each structure of the steel tube concrete column during construction;

[0009] Compare and analyze the state information of each structure of the steel tube concrete column during construction with the state information of each structure of the standard steel tube concrete column to obtain a structure state set; wherein the structure state set includes normal physical state information, beneficial physical state information, harmful physical state information, normal structure quantity information, increased structure quantity information and missing structure quantity information;

[0010] Compare and analyze the condition information of the interconnections between the various structures of the steel tube concrete column during construction with the condition information of the interconnections between the various structures of the standard steel tube concrete column to obtain a set of structural connection conditions; wherein the set of structural connection conditions includes normal condition information of the structural connection, beneficial condition information of the structural connection, and harmful condition information of the structural connection;

[0011] Whether the performance of the steel tube concrete column is in a normal state is comprehensively judged through beneficial physical state information, harmful physical state information, increased structural quantity information, missing structural quantity information, beneficial condition information at structural connections and harmful condition information at structural connections.

[0012] Compared with the prior art, the present invention has the following beneficial effects:

[0013] This technical solution can comprehensively obtain various data of steel tube concrete columns during the construction process by detecting the status information of each structure of the steel tube concrete column and the status information of the connections between the structures during construction, providing a rich and accurate basis for subsequent performance judgments. The various information during construction is compared and analyzed with the standard information to obtain the structural status set and the structural connection status set respectively. The various information in these sets are then used to comprehensively judge whether the performance of the steel tube concrete column is in a normal state. This can accurately identify possible problems with the steel tube concrete column and help discover existing quality risks. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 The present invention provides a flow chart of a method for detecting a steel tube concrete column. DETAILED DESCRIPTION

[0015] Reference Figure 1 shown.

[0016] The embodiment further illustrates a steel tube concrete column detection method and system proposed by the present invention.

[0017] A method for detecting a steel tube concrete column, the method comprising the following steps:

[0018] Detect the status information of each structure of the steel tube concrete column during construction and the status information of the connections between each structure of the steel tube concrete column during construction;

[0019] The state information of each structure of the steel tube concrete column during construction is compared and analyzed with the state information of each structure of the standard steel tube concrete column to obtain a structure state set; wherein the structure state set includes normal physical state information, beneficial physical state information, harmful physical state information, normal structure quantity information, increased structure quantity information and missing structure quantity information;

[0020] The condition information of the interconnections between the various structures of the steel tube concrete column during construction is compared and analyzed with the condition information of the interconnections between the various structures of the standard steel tube concrete column to obtain a set of structural connection conditions; wherein the set of structural connection conditions includes normal condition information of the structural connection, beneficial condition information of the structural connection, and harmful condition information of the structural connection;

[0021] Whether the performance of the steel tube concrete column is in a normal state is comprehensively judged through beneficial physical state information, harmful physical state information, increased structural quantity information, missing structural quantity information, beneficial condition information at structural connections and harmful condition information at structural connections.

[0022] Since the steel tube concrete column mainly includes a steel tube and tie bars and locating bars arranged inside the steel tube, and there are welds between the tie bars and the locating bars, the status information of each structure of the steel tube concrete column during construction in this application mainly refers to information such as the thickness of the steel tube, the length of the steel tube, the thickness of the tie bars, the thickness of the locating bars, the number of tie bars and the number of locating bars, and the status information of the connections between the various structures of the steel tube concrete column during construction mainly refers to information such as the status of the welds between the tie bars and the locating bars.

[0023] The status information of each structure of the standard steel tube concrete column described in this application mainly refers to the status information of each structure of the steel tube concrete column under the standard state. This application compares and analyzes the status information of each structure of the steel tube concrete column during construction with the status information of each structure of the standard steel tube concrete column to obtain normal physical status information, beneficial physical status information, harmful physical status information, normal structure quantity information, increased structure quantity information and missing structure quantity information.

[0024] For example, when comparing and analyzing the status information of each structure of the steel tube concrete column during construction with the status information of each structure of the standard steel tube concrete column, it is found that the thickness of the steel tube in the steel tube concrete column during construction is equal to the thickness of the steel tube in the standard steel tube concrete column, and the thickness of the steel tube is normal physical status information.

[0025] For example, by comparing and analyzing the status information of each structure of the steel tube concrete column during construction with the status information of each structure of the standard steel tube concrete column, it is found that the thickness of the reinforcement in the steel tube concrete column during construction is greater than the thickness of the reinforcement in the standard steel tube concrete column, and the thickness of the reinforcement is beneficial physical state information.

[0026] For example, by comparing and analyzing the status information of each structure of the steel tube concrete column during construction with the status information of each structure of the standard steel tube concrete column, it is found that the thickness of the positioning reinforcement in the steel tube concrete column during construction is less than the thickness of the positioning reinforcement in the standard steel tube concrete column, then the thickness of the positioning reinforcement is harmful physical status information.

[0027] For example, by comparing and analyzing the status information of each structure of the steel tube concrete column during construction with the status information of each structure of the standard steel tube concrete column, it is found that the number of locating bars in the steel tube concrete column during construction is equal to the number of locating bars in the standard steel tube concrete column, and the number of locating bars is the normal structural quantity information.

[0028] For example, by comparing and analyzing the status information of each structure of the steel tube concrete column during construction with the status information of each structure of the standard steel tube concrete column, it is found that the number of locating bars in the steel tube concrete column during construction is greater than the number of locating bars in the standard steel tube concrete column, then the number of locating bars is the increased structural quantity information.

[0029] For example, when comparing the status information of each structure of the steel tube concrete column during construction with the status information of each structure of the standard steel tube concrete column, it is found that the number of tie bars in the steel tube concrete column during construction is less than the number of tie bars in the standard steel tube concrete column, and the number of tie bars is missing structural quantity information.

[0030] For example, by comparing and analyzing the condition information of the connections between the various structures of the steel tube concrete column during construction with the condition information of the connections between the various structures of the standard steel tube concrete column, it is determined that the number of welds between the tension bars and the positioning bars is consistent, then the welds between the tension bars and the positioning bars are regarded as the normal condition information of the structural connection.

[0031] For example, by comparing and analyzing the condition information of the connections between the various structures of the steel tube concrete column during construction with the condition information of the connections between the various structures of the standard steel tube concrete column, it is determined that the number of welds between the tie bars and the positioning bars in the steel tube concrete column during construction and the standard steel tube concrete column is consistent, then the welds between the tie bars and the positioning bars are regarded as the normal condition information of the structural connection.

[0032] For example, by comparing and analyzing the condition information of the connections between the various structures of the steel tube concrete column during construction with the condition information of the connections between the various structures of the standard steel tube concrete column, it is determined that the number of welds between the tie bars and the locating bars in the steel tube concrete column during construction is greater than the number of welds between the tie bars and the locating bars in the standard steel tube concrete column. In this case, the welds between the tie bars and the locating bars are regarded as useful condition information of the structural connections.

[0033] For example, by comparing and analyzing the condition information of the connections between the various structures of the steel tube concrete column during construction with the condition information of the connections between the various structures of the standard steel tube concrete column, it is determined that the number of welds between the tie bars and the locating bars in the steel tube concrete column during construction is less than the number of welds between the tie bars and the locating bars in the standard steel tube concrete column, then the welds between the tie bars and the locating bars are regarded as harmful condition information of the structural connection.

[0034] When beneficial physical state information, harmful physical state information, increased structural quantity information, missing structural quantity information, beneficial condition information at structural connections and harmful condition information at structural connections appear, the performance of the steel tube concrete column is affected, so that it can be judged whether the performance of the steel tube concrete column is in a normal state. For example, if the thickness of the steel tube at a certain position is reduced by 0.1 mm, the strength performance of the steel tube will be affected. Since a large number of tests were carried out during the mechanical analysis test, and the test data were statistically formed into a table, when the thickness of the steel tube at a certain position is reduced by 0.1 mm, it can be known by looking up the table how much the strength of the steel tube has decreased.

[0035] Embodiment 2

[0036] The following technical features are added on the basis of the first embodiment, and the state information of each structure of the steel tube concrete column during construction is compared and analyzed with the state information of each structure of the standard steel tube concrete column to obtain a structure state set, which specifically includes the following steps:

[0037] The state information of each structure of the steel tube concrete column during construction includes the physical state information of each structure of the steel tube concrete column during construction and the quantity information of each structure of the steel tube concrete column during construction;

[0038] The physical state information of each structure of the steel tube concrete column during construction is compared and analyzed with the physical state information of each structure of the standard steel tube concrete column to obtain a physical state set; wherein the physical state set includes normal physical state information, beneficial physical state information and harmful physical state information;

[0039] The quantity information of each structure of the steel tube concrete column during construction is compared and analyzed with the quantity information of each structure of the standard steel tube concrete column to obtain a structure quantity state set; wherein the structure quantity state set includes normal structure quantity information, increased structure quantity information and missing structure quantity information;

[0040] Among them, the physical state set and the structural quantity state set are combined to form the structural state set.

[0041] The physical state information of each structure of the standard steel tube concrete column in this application mainly refers to the physical state information of each structure of the steel tube concrete column under the standard requirements, and the quantity information of each structure of the standard steel tube concrete column in this application mainly refers to the quantity information of each structure of the steel tube concrete column under the standard requirements.

[0042] Embodiment 3

[0043] The following technical features are added on the basis of the second embodiment, and the performance of the steel tube concrete column is comprehensively judged whether it is in a normal state through the beneficial physical state information, the harmful physical state information, the increased structure quantity information, the missing structure quantity information, the beneficial condition information of the structure connection and the harmful condition information of the structure connection, which specifically includes the following steps:

[0044] If a structure with harmful physical information appears in the steel tube concrete column during construction, the influence of the harmful physical information, the beneficial physical state information, the increased structure quantity information and the beneficial condition information at the structure connection on the performance of the steel tube concrete column is analyzed to obtain the first steel tube concrete column performance influence condition information;

[0045] If there is a lack of structural quantity information in the steel tube concrete column during construction, the influence of the lack of structural quantity information, the beneficial physical state information, the increased structural quantity information and the beneficial condition information of the structural connection on the performance of the steel tube concrete column is analyzed to obtain the second steel tube concrete column performance influence condition information;

[0046] If harmful condition information of the structural connection appears in the steel tube concrete column during construction, the harmful condition information of the structural connection, the beneficial physical state information, the increased structure quantity information and the beneficial condition information of the structural connection on the performance of the steel tube concrete column are analyzed to obtain the third steel tube concrete column performance impact condition information;

[0047] Whether the performance of the steel tube concrete column is in a normal state is comprehensively judged through the first steel tube concrete column performance influencing status information, the second steel tube concrete column performance influencing status information and the third steel tube concrete column performance influencing status information.

[0048] When structures with harmful physical information, lack of structural quantity information or harmful condition information at structural connections appear in the steel tube concrete column during construction, the performance of the steel tube concrete column is affected, that is, the performance of the steel tube concrete column is reduced. And since beneficial physical state information, increased structural quantity information and beneficial condition information at structural connections improve the performance of the steel tube concrete column, when structures with harmful physical information, lack of structural quantity information or harmful condition information at structural connections appear in the steel tube concrete column during construction, the influence of the beneficial physical state information, increased structural quantity information and beneficial condition information at structural connections on the performance of the steel tube concrete column is comprehensively analyzed to determine whether the performance of the steel tube concrete column is in a normal state.

[0049] Embodiment 4

[0050] The following technical features are added on the basis of the third embodiment: if a structure with harmful physical information appears in the steel tube concrete column during construction, the harmful physical information, the beneficial physical state information, the increased structure quantity information and the beneficial condition information at the structure connection are analyzed to obtain the first steel tube concrete column performance influence condition information, which specifically includes the following steps:

[0051] If a structure of harmful physical information appears in the steel tube concrete column during construction, the type of the harmful physical information structure and the location of the harmful physical information structure in the steel tube concrete column are obtained, as well as the type of harmful influence of the corresponding type of harmful physical information structure on the performance of the steel tube concrete column at the corresponding location and the degree of harmful influence on the performance of the steel tube concrete column at the corresponding location are obtained; wherein the location of the harmful physical information structure in the steel tube concrete column is marked as the location of the first harmful structure, the type of harmful influence of the corresponding type of harmful physical information structure on the performance of the steel tube concrete column at the corresponding location is marked as the first harmful influence type, and the degree of harmful influence on the performance of the steel tube concrete column at the corresponding location is marked as the first harmful influence degree value;

[0052] If a structure of harmful physical information appears in the steel tube concrete column during construction, it is determined whether a structure of beneficial physical information appears in the steel tube concrete column during construction; if a structure of beneficial physical information appears in the steel tube concrete column during construction, the type of the beneficial physical information structure and the location of the beneficial physical information structure in the steel tube concrete column are obtained, as well as the type of beneficial influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the corresponding location are obtained, and the corresponding degree of influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the location of the first harmful structure is determined according to the location of the beneficial physical information structure in the steel tube concrete column and the location of the first harmful structure; wherein the type of beneficial influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the corresponding location is marked as a first beneficial influence type, and the corresponding degree of influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the location of the first harmful structure is marked as a first beneficial influence degree value;

[0053] If a structure with harmful physical information appears in the steel tube concrete column during construction, it is determined whether a structure with increased structure quantity information appears in the steel tube concrete column during construction. If a structure with increased structure quantity information appears in the steel tube concrete column during construction, the type of the increased structure quantity information structure and the location of the increased structure quantity information structure in the steel tube concrete column are obtained, and the type of beneficial influence of the corresponding type of the increased structure quantity information structure on the performance of the steel tube concrete column at the corresponding location is obtained, and the corresponding influence degree of the increased structure quantity information on the performance of the steel tube concrete column at the location of the first harmful structure is determined according to the location of the increased structure quantity information structure in the steel tube concrete column and the location of the first harmful structure. The corresponding influence degree of the increased structure quantity information on the performance of the steel tube concrete column at the location of the first harmful structure can be determined by existing methods, such as numerical simulation method finite element analysis, using finite element software to establish a three-dimensional model of the steel tube concrete column, accurately simulating the material properties and geometric parameters of the steel tube, concrete and increased structure. By setting different increased structure quantities and locations, as well as the location of the first harmful structure, the corresponding loads and boundary conditions are applied to the model for numerical calculation. Analyze the stress and strain distribution cloud diagram at the first harmful structure in the calculation results, extract the mechanical data of key parts, such as the maximum stress value, the maximum strain value, etc., compare the results under different working conditions, and quantify the influence of the increased structural quantity information and position on the performance of the steel tube concrete column at the first harmful structure. Parametric analysis, in the finite element model, set the increased structure quantity, position and relative position to the first harmful structure as parameters for parametric modeling. By changing these parameters, a large number of numerical calculations are performed, and the performance change law of the steel tube concrete column under different parameter combinations is systematically analyzed, and the relationship curve or function between parameters and performance is established, so as to more comprehensively and deeply understand the influence of the increased structure on the performance of the steel tube concrete column at the first harmful structure at a specific position; wherein, the beneficial influence type of the corresponding increased structural quantity information structure type on the performance of the steel tube concrete column at the corresponding position is marked as the second beneficial influence type, and the corresponding influence degree of the increased structural quantity information on the performance of the steel tube concrete column at the first harmful structure position is marked as the second beneficial influence degree value;

[0054] If a structure of beneficial condition information of a structural connection appears in a steel tube concrete column during construction, it is determined whether beneficial condition information of a structural connection appears in the steel tube concrete column during construction; if beneficial condition information of a structural connection appears in the steel tube concrete column during construction, the location of the beneficial condition information structure of the structural connection in the steel tube concrete column is obtained, and the type of beneficial influence of the corresponding beneficial condition information of the structural connection on the performance of the steel tube concrete column at the corresponding location is obtained; and the corresponding influence degree of the beneficial condition information of the structural connection on the performance of the steel tube concrete column at the location of the first harmful structure is determined according to the location of the beneficial condition information structure of the structural connection in the steel tube concrete column and the location of the first harmful structure; wherein the type of beneficial influence of the type of the beneficial condition information structure of the corresponding structural connection on the performance of the steel tube concrete column at the corresponding location is marked as a third beneficial influence type, and the corresponding influence degree of the beneficial condition information of the structural connection on the performance of the steel tube concrete column at the location of the first harmful structure is marked as a third beneficial influence degree value;

[0055] determining whether the first beneficial impact category, the second beneficial impact category, and the third beneficial impact category contain the same situation as the first harmful impact category;

[0056] If there is no case that the first harmful impact category is the same as the first harmful impact category among the first beneficial impact category, the second beneficial impact category and the third beneficial impact category, the first harmful impact category is marked as the first harmful performance impact category, and the first harmful impact degree value is marked as the first harmful performance impact degree value;

[0057] If there is a situation that is the same as the first harmful impact category among the first beneficial impact category, the second beneficial impact category, and the third beneficial impact category, the first harmful impact degree value, the first beneficial impact degree value, the second beneficial impact degree value, and the third beneficial impact degree value that are the same as the first harmful impact category are calculated to obtain a first comprehensive impact degree value;

[0058] If the first comprehensive impact degree value is greater than zero, the first harmful impact category is marked as a first harmful performance impact category, and the first comprehensive impact degree value is marked as a first harmful performance impact degree value;

[0059] If the first comprehensive impact level value is less than or equal to zero, then there is no first harmful impact category;

[0060] The first harmful performance impact type and the first harmful performance impact degree value are combined to form the first steel tube concrete column performance impact status information.

[0061] If harmful physical information appears in the steel tube concrete column during construction, such as the thickness of the positioning bar is reduced, that is, the cross-sectional area value of the positioning bar is reduced by 0.01 square centimeters, the performance of the steel tube concrete column will be reduced. At this time, the position of the harmful physical information structure in the steel tube concrete column is obtained, and the type of harmful influence of the corresponding harmful physical information structure on the performance of the steel tube concrete column at the corresponding position and the degree of harmful influence on the performance of the steel tube concrete column at the corresponding position are obtained by table lookup. For example, if the cross-sectional area value of the positioning bar is reduced by 0.01 square centimeters, the strength performance of the steel tube concrete column at that position is affected. By looking up the table, it can be known how much the strength performance of the steel tube concrete column has decreased.

[0062] If structures with harmful physical information appear in the steel tube concrete column during construction, it is judged whether structures with beneficial physical information, structures with increased structural quantity information, and beneficial condition information at structural connections appear in the steel tube concrete column during construction. Because if structures with beneficial physical information, structures with increased structural quantity information, and beneficial condition information at structural connections appear in the steel tube concrete column during construction, the performance of the steel tube concrete column will be improved.

[0063] The present application determines whether the first beneficial effect category, the second beneficial effect category, and the third beneficial effect category exist in the same situation as the first harmful effect category. For example, the first harmful effect category is the strength performance of steel tube concrete columns, the first beneficial effect category is the strength performance of steel tube concrete columns, and the second beneficial effect category and the third beneficial effect category are both the stiffness performance of steel tube concrete columns.

[0064] Therefore, if the first harmful effect type is the same as the first beneficial effect type, the first harmful effect degree value is subtracted from the first beneficial effect degree value to obtain the first comprehensive effect degree value. If the first comprehensive effect degree value is less than or equal to zero, the first harmful effect type does not exist, that is, it has no effect on the strength performance of the steel tube concrete column. If the first comprehensive effect degree value is greater than zero, the first harmful effect type is marked as the first harmful performance effect type, and the first comprehensive effect degree value is marked as the first harmful performance effect degree value.

[0065] Embodiment 5

[0066] The following technical features are added on the basis of the fourth embodiment: if the structural quantity information is missing in the concrete-filled steel tube column during construction, the influence of the missing structural quantity information, the beneficial physical state information, the increased structural quantity information and the beneficial condition information of the structural connection on the performance of the concrete-filled steel tube column is analyzed to obtain the second concrete-filled steel tube column performance influence condition information, which specifically includes the following steps:

[0067] If the steel tube concrete column is missing structural quantity information during construction, the type of structure missing structural quantity information and the position of the structure missing structural quantity information in the steel tube concrete column are obtained, as well as the type of harmful influence of the type of structure missing structural quantity information on the performance of the steel tube concrete column at the corresponding position and the degree of harmful influence on the performance of the steel tube concrete column at the corresponding position are obtained; wherein the position of the structure missing structural quantity information in the steel tube concrete column is marked as the position of the second harmful structure, the type of harmful influence of the corresponding type of structure missing structural quantity information on the performance of the steel tube concrete column at the corresponding position is marked as the second harmful influence type, and the degree of harmful influence on the performance of the steel tube concrete column at the corresponding position is marked as the second harmful influence degree value;

[0068] If a structure lacking structural quantity information appears in the steel tube concrete column during construction, it is determined whether a structure with beneficial physical information appears in the steel tube concrete column during construction; if a structure with beneficial physical information appears in the steel tube concrete column during construction, the type of the beneficial physical information structure and the location of the beneficial physical information structure in the steel tube concrete column are obtained, as well as the type of beneficial influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the corresponding location are obtained, and the corresponding degree of influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the location of the second harmful structure is determined according to the location of the beneficial physical information structure in the steel tube concrete column and the location of the first harmful structure; wherein the type of beneficial influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the corresponding location is marked as a fourth beneficial influence type, and the corresponding degree of influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the location of the second harmful structure is marked as a fourth beneficial influence degree value;

[0069] If a structure of harmful physical information appears in the steel tube concrete column during construction, it is determined whether a structure of increased structural quantity information appears in the steel tube concrete column during construction; if a structure of increased structural quantity information appears in the steel tube concrete column during construction, the type of the increased structural quantity information structure and the location of the increased structural quantity information structure in the steel tube concrete column are obtained, as well as the type of beneficial influence of the corresponding type of the increased structural quantity information structure on the performance of the steel tube concrete column at the corresponding location are obtained, and the corresponding degree of influence of the increased structural quantity information on the performance of the steel tube concrete column at the location of the second harmful structure is determined according to the location of the increased structural quantity information structure in the steel tube concrete column and the location of the second harmful structure; wherein the type of beneficial influence of the corresponding type of the increased structural quantity information structure on the performance of the steel tube concrete column at the corresponding location is marked as the fifth beneficial influence type, and the corresponding degree of influence of the increased structural quantity information on the performance of the steel tube concrete column at the location of the second harmful structure is marked as the fifth beneficial influence degree value;

[0070] If a structure of beneficial condition information of a structural connection appears in a steel tube concrete column during construction, it is determined whether beneficial condition information of a structural connection appears in the steel tube concrete column during construction; if beneficial condition information of a structural connection appears in the steel tube concrete column during construction, the location of the beneficial condition information structure of the structural connection in the steel tube concrete column is obtained, and the type of beneficial influence of the corresponding beneficial condition information of the structural connection on the performance of the steel tube concrete column at the corresponding location is obtained; and the corresponding influence degree of the beneficial condition information of the structural connection on the performance of the steel tube concrete column at the location of the second harmful structure is determined according to the location of the beneficial condition information structure of the structural connection in the steel tube concrete column and the location of the second harmful structure; wherein the type of beneficial influence of the type of the beneficial condition information structure of the corresponding structural connection on the performance of the steel tube concrete column at the corresponding location is marked as a sixth beneficial influence type, and the corresponding influence degree of the beneficial condition information of the structural connection on the performance of the steel tube concrete column at the location of the second harmful structure is marked as a sixth beneficial influence degree value;

[0071] The second harmful impact type, the fourth beneficial impact type, the fifth beneficial impact type, the sixth beneficial impact type, the second harmful impact degree value, the fourth beneficial impact degree value, the fifth beneficial impact degree value and the sixth beneficial impact degree value are analyzed and judged to obtain the second steel tube concrete column performance impact status information.

[0072] The second harmful impact type, the fourth beneficial impact type, the fifth beneficial impact type, the sixth beneficial impact type, the second harmful impact degree value, the fourth beneficial impact degree value, the fifth beneficial impact degree value and the sixth beneficial impact degree value are analyzed and judged to obtain the second steel tube concrete column performance impact status information, specifically including the following steps:

[0073] Determine whether the fourth beneficial impact category, the fifth beneficial impact category, and the sixth beneficial impact category have the same situation as the second harmful impact category;

[0074] If there is no case that the fourth beneficial impact category, the fifth beneficial impact category, and the sixth beneficial impact category are the same as the second harmful impact category, the second harmful impact category is marked as a second harmful performance impact category, and the second harmful impact degree value is marked as a second harmful performance impact degree value;

[0075] If the fourth beneficial impact category, the fifth beneficial impact category and the sixth beneficial impact category have the same situation as the second harmful impact category, the second harmful impact degree value, the fourth beneficial impact degree value, the fifth beneficial impact degree value and the sixth beneficial impact degree value are calculated to obtain a second comprehensive impact degree value;

[0076] If the second comprehensive impact degree value is greater than zero, the second harmful impact category is marked as a second harmful performance impact category, and the second comprehensive impact degree value is marked as a second harmful performance impact degree value;

[0077] If the second comprehensive impact level value is less than or equal to zero, then there is no second harmful impact category;

[0078] The second harmful performance impact type and the second harmful performance impact degree value are combined to form the second steel tube concrete column performance impact status information.

[0079] If there is a lack of structural quantity information in the steel tube concrete column during construction, such as the number of positioning bars is less than 2, the performance of the steel tube concrete column will be reduced. At this time, the location of the steel tube concrete column where the structural quantity information is missing is obtained, and the type of harmful influence of the corresponding harmful physical information structure on the performance of the steel tube concrete column at the corresponding location and the degree of harmful influence on the performance of the steel tube concrete column at the corresponding location are obtained by table lookup. For example, if the number of positioning bars is less than 2, the strength performance of the steel tube concrete column at this location is affected. By looking up the table, it can be known how much the strength performance of the steel tube concrete column has decreased.

[0080] If a structure lacking structural quantity information appears in the steel tube concrete column during construction, it is determined whether a structure with beneficial physical information, a structure with increased structural quantity information, and beneficial condition information at the structural joints appears in the steel tube concrete column during construction. This is because if a structure with beneficial physical information, a structure with increased structural quantity information, and beneficial condition information at the structural joints appears in the steel tube concrete column during construction, the performance of the steel tube concrete column will be improved.

[0081] The present application determines whether the fourth beneficial effect category, the fifth beneficial effect category and the sixth beneficial effect category have the same situation as the second harmful effect category, for example, the second harmful effect category is the strength performance of steel tube concrete columns, the fourth beneficial effect category is the strength performance of steel tube concrete columns, and the fifth beneficial effect category and the sixth beneficial effect category are both the stiffness performance of steel tube concrete columns.

[0082] Therefore, if the second harmful effect type is the same as the fourth beneficial effect type, the second harmful effect degree value is subtracted from the fourth beneficial effect degree value to obtain the second comprehensive effect degree value. If the second comprehensive effect degree value is less than or equal to zero, there is no second harmful effect type, that is, there is no effect on the strength performance of the steel tube concrete column. If the second comprehensive effect degree value is greater than zero, the second harmful effect type is marked as the second harmful performance effect type, and the second comprehensive effect degree value is marked as the second harmful performance effect degree value.

[0083] Embodiment 6

[0084] The following technical features are added on the basis of the fifth embodiment: if harmful condition information of the structural connection appears in the steel tube concrete column during construction, the harmful condition information of the structural connection, the beneficial physical state information, the increased structure quantity information and the beneficial condition information of the structural connection are analyzed to obtain the third steel tube concrete column performance influence condition information, which specifically includes the following steps:

[0085] If harmful condition information of the structural connection appears in the steel tube concrete column during construction, then the structural type of the harmful condition information of the structural connection and the location of the structure of the harmful condition information of the structural connection in the steel tube concrete column are obtained, as well as the harmful influence type of the structural type of the harmful condition information of the structural connection on the performance of the steel tube concrete column at the corresponding location and the harmful influence degree value of the performance of the steel tube concrete column at the corresponding location are obtained; wherein the location of the structure of the harmful condition information of the structural connection in the steel tube concrete column is marked as the location of the first harmful structure, the harmful influence type of the structural type of the harmful condition information of the corresponding structural connection on the performance of the steel tube concrete column at the corresponding location is marked as the third harmful influence type, and the harmful influence degree value of the performance of the steel tube concrete column at the corresponding location is marked as the third harmful influence degree value;

[0086] If a structure of harmful condition information at a structural connection appears in a steel tube concrete column during construction, it is determined whether a structure of beneficial physical information appears in the steel tube concrete column during construction; if a structure of beneficial physical information appears in the steel tube concrete column during construction, the type of the beneficial physical information structure and the location of the beneficial physical information structure in the steel tube concrete column are obtained, as well as the type of beneficial influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the corresponding location are obtained, and the corresponding degree of influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the location of the third harmful structure is determined according to the location of the beneficial physical information structure in the steel tube concrete column and the location of the third harmful structure; wherein the type of beneficial influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the corresponding location is marked as the seventh beneficial influence type, and the corresponding degree of influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the location of the third harmful structure is marked as the seventh beneficial influence degree value;

[0087] If a structure of harmful physical information appears in the steel tube concrete column during construction, it is determined whether a structure of increased structural quantity information appears in the steel tube concrete column during construction; if a structure of increased structural quantity information appears in the steel tube concrete column during construction, the type of the increased structural quantity information structure and the location of the increased structural quantity information structure in the steel tube concrete column are obtained, as well as the type of beneficial influence of the corresponding type of the increased structural quantity information structure on the performance of the steel tube concrete column at the corresponding location are obtained, and the corresponding degree of influence of the increased structural quantity information on the performance of the steel tube concrete column at the location of the third harmful structure is determined according to the location of the increased structural quantity information structure in the steel tube concrete column and the location of the third harmful structure; wherein the type of beneficial influence of the corresponding type of the increased structural quantity information structure on the performance of the steel tube concrete column at the corresponding location is marked as an eighth beneficial influence type, and the corresponding degree of influence of the increased structural quantity information on the performance of the steel tube concrete column at the location of the third harmful structure is marked as an eighth beneficial influence degree value;

[0088] If a structure of beneficial condition information of the structural connection appears in the steel tube concrete column during construction, it is determined whether beneficial condition information of the structural connection appears in the steel tube concrete column during construction; if beneficial condition information of the structural connection appears in the steel tube concrete column during construction, the location of the beneficial condition information structure of the structural connection in the steel tube concrete column is obtained, and the type of beneficial influence of the corresponding beneficial condition information of the structural connection on the performance of the steel tube concrete column at the corresponding location is obtained; and the corresponding influence degree of the beneficial condition information of the structural connection on the performance of the steel tube concrete column at the location of the third harmful structure is determined according to the location of the beneficial condition information structure of the structural connection in the steel tube concrete column and the location of the third harmful structure; wherein the type of beneficial influence of the type of the beneficial condition information structure of the corresponding structural connection on the performance of the steel tube concrete column at the corresponding location is marked as a ninth beneficial influence type, and the corresponding influence degree of the beneficial condition information of the structural connection on the performance of the steel tube concrete column at the location of the third harmful structure is marked as a ninth beneficial influence degree value;

[0089] The third harmful impact type, the seventh beneficial impact type, the eighth beneficial impact type, the ninth beneficial impact type, the third harmful impact degree value, the seventh beneficial impact degree value, the eighth beneficial impact degree value and the ninth beneficial impact degree value are analyzed and judged to obtain the third steel tube concrete column performance impact status information.

[0090] The third harmful impact category, the seventh beneficial impact category, the eighth beneficial impact category, the ninth beneficial impact category, the third harmful impact degree value, the seventh beneficial impact degree value, the eighth beneficial impact degree value and the ninth beneficial impact degree value are analyzed and judged to obtain the third steel tube concrete column performance impact status information, specifically including the following steps:

[0091] Determining whether the seventh beneficial impact category, the eighth beneficial impact category, and the ninth beneficial impact category contain the same situation as the third harmful impact category;

[0092] If the seventh beneficial impact category, the eighth beneficial impact category, and the ninth beneficial impact category do not have the same situation as the third harmful impact category, the third harmful impact category is marked as the third harmful performance impact category, and the third harmful impact degree value is marked as the third harmful performance impact degree value;

[0093] If the seventh beneficial impact category, the eighth beneficial impact category, and the ninth beneficial impact category have the same situation as the third harmful impact category, the seventh beneficial impact degree value, the eighth beneficial impact degree value, and the ninth beneficial impact degree value are calculated to obtain a third comprehensive impact degree value;

[0094] If the third comprehensive impact degree value is greater than zero, the third harmful impact category is marked as a third harmful performance impact category, and the third comprehensive impact degree value is marked as a third harmful performance impact degree value;

[0095] If the third comprehensive impact level value is less than or equal to zero, there is no third harmful impact category;

[0096] The third harmful performance impact type and the third harmful performance impact degree value are combined to form the second steel tube concrete column performance impact status information.

[0097] If harmful condition information of the structural connection appears in the steel tube concrete column during construction, such as two fewer welds between the locating bars and the tension bars, the performance of the steel tube concrete column will be reduced. At this time, the harmful condition information of the structural connection is obtained at the location of the steel tube concrete column, and the type of harmful impact of the harmful condition information of the structural connection on the performance of the steel tube concrete column at the corresponding location and the degree of harmful impact on the performance of the steel tube concrete column at the corresponding location are obtained by table lookup. For example, if there are two fewer welds between the locating bars and the tension bars, the strength performance of the steel tube concrete column at this location is affected. By looking up the table, it can be known how much the strength performance of the steel tube concrete column has been reduced.

[0098] If a structure with harmful condition information at the structural connection appears in the steel tube concrete column during construction, it is judged whether a structure with beneficial physical information, a structure with increased structural quantity information and beneficial condition information at the structural connection appears in the steel tube concrete column during construction. Because if a structure with beneficial physical information, a structure with increased structural quantity information and beneficial condition information at the structural connection appears in the steel tube concrete column during construction, the performance of the steel tube concrete column will be improved.

[0099] The present application determines whether the seventh beneficial effect category, the eighth beneficial effect category and the ninth beneficial effect category exist in the same situation as the third harmful effect category, for example, the third harmful effect category is the strength performance of steel tube concrete columns, the seventh beneficial effect category is the strength performance of steel tube concrete columns, and the eighth beneficial effect category and the ninth beneficial effect category are both the stiffness performance of steel tube concrete columns.

[0100] Therefore, if the third harmful effect type is the same as the seventh beneficial effect type, the third harmful effect degree value is subtracted from the seventh beneficial effect degree value to obtain the third comprehensive effect degree value. If the third comprehensive effect degree value is less than or equal to zero, the third harmful effect type does not exist, that is, it has no effect on the strength performance of the steel tube concrete column. If the third comprehensive effect degree value is greater than zero, the third harmful effect type is marked as the third harmful performance effect type, and the third comprehensive effect degree value is marked as the third harmful performance effect degree value.

[0101] Embodiment 7

[0102] The following technical features are added on the basis of the sixth embodiment, and the first steel tube concrete column performance impact status information, the second steel tube concrete column performance impact status information and the third steel tube concrete column performance impact status information are used to comprehensively judge whether the performance of the steel tube concrete column is in a normal state, specifically including the following steps:

[0103] Determining whether the first harmful performance impact category, the second harmful performance impact category, and the third harmful performance impact category are the same;

[0104] If the first harmful performance impact type, the second harmful performance impact type and the third harmful performance impact type are different, the first harmful performance impact degree value, the second harmful performance impact degree value and the third harmful performance impact degree value are respectively counted, and the first harmful performance impact degree value, the second harmful performance impact degree value and the third harmful performance impact degree value are respectively compared with the corresponding threshold value to determine whether the performance of the steel tube concrete column is in a normal state;

[0105] If harmful physical information, missing structural quantity information and harmful condition information at the structural connection appear in the steel tube concrete column during construction, then the first harmful performance impact type, the second harmful performance impact type and the third harmful performance impact type are counted to see whether they are the same; if the first harmful performance impact type, the second harmful performance impact type and the third harmful performance impact type are not the same, then the first harmful performance impact degree value, the second harmful performance impact degree value and the third harmful performance impact degree value are counted respectively, and the first harmful performance impact degree value, the second harmful performance impact degree value and the third harmful performance impact degree value are compared with the corresponding thresholds to determine whether the performance of the steel tube concrete column is in a normal state; if the first harmful performance impact degree value exceeds the preset first harmful performance impact degree threshold, then it is determined The first harmful performance impact type of the steel tube concrete column performance is in an abnormal state. If the second harmful performance impact degree value exceeds the preset second harmful performance impact degree threshold, then the second harmful performance impact type of the steel tube concrete column performance is judged to be in an abnormal state. If the third harmful performance impact degree value exceeds the preset third harmful performance impact degree threshold, then the third harmful performance impact type of the steel tube concrete column performance is judged to be in an abnormal state. The first harmful performance impact degree threshold, the second harmful performance impact degree threshold and the third harmful performance impact degree threshold here are all obtained based on experiments. Because sometimes although the first harmful performance impact degree value of the steel tube concrete column has decreased, it does not affect the normal use of the steel tube concrete column, which means that the performance of the steel tube concrete column is in a normal state.

[0106] If there are two identical cases among the first harmful performance impact category, the second harmful performance impact category and the third harmful performance impact category, the two identical categories among the first harmful performance impact category, the second harmful performance impact category and the third harmful performance impact category are respectively marked as the first identical harmful performance impact category and the second identical harmful performance impact category, and the rest are marked as similarity and difference harmful performance impact categories, and the degree of influence of the similarity and difference harmful performance impact categories on the performance of the steel tube concrete column is marked as the similarity and difference harmful performance impact degree value; the position of the first identical harmful performance impact category in the steel tube concrete column is marked as the first identical harmful performance impact position, the position of the second identical harmful performance impact category in the steel tube concrete column is marked as the second identical harmful performance impact position, and the first identical harmful performance impact category in The influence degree of the first same harmful performance impact position on the performance of the steel tube concrete column is marked as the first same harmful performance impact degree value, and the influence degree of the second same harmful performance impact type on the performance of the steel tube concrete column at the second same harmful performance impact position is marked as the second same harmful performance impact degree value. According to the second same harmful performance impact position and the first same harmful performance impact position, the harmful influence degree of the second same harmful performance impact type on the performance of the steel tube concrete column at the first same harmful performance impact position is judged to obtain the first radiation harmful performance impact degree value. According to the first same harmful performance impact position and the second same harmful performance impact position, the harmful influence degree of the first same harmful performance impact type on the performance of the steel tube concrete column at the second same harmful performance impact position is judged to obtain the second radiation harmful performance impact degree value;

[0107] The first same harmful performance impact degree value and the first radiation harmful performance impact degree value are cumulatively calculated to obtain a first cumulative harmful performance impact degree value of the first same harmful performance impact position;

[0108] The second same harmful performance impact degree value and the second radiation harmful performance impact degree value are cumulatively calculated to obtain a second cumulative harmful performance impact degree value of the second same harmful performance impact position;

[0109] The first accumulated harmful performance impact degree value, the second accumulated harmful performance impact degree value and the similarity and difference harmful performance impact degree value are respectively compared with corresponding threshold values ​​to determine whether the performance of the steel tube concrete column is in a normal state;

[0110] If harmful physical information, missing structural quantity information and harmful condition information at the structural connection appear in the steel tube concrete column during construction, then the first harmful performance impact type, the second harmful performance impact type and the third harmful performance impact type are counted to see whether they are the same. If there are two identical cases among the first harmful performance impact type, the second harmful performance impact type and the third harmful performance impact type, then the first identical harmful performance impact degree value, the first radiation harmful performance impact degree value, the second identical harmful performance impact degree value and the second radiation harmful performance impact degree value are counted respectively, and the first identical harmful performance impact degree value and the first radiation harmful performance impact degree value are cumulatively calculated to obtain the first cumulative harmful performance impact degree value of the first identical harmful performance impact position; the second identical harmful performance impact degree value and the second radiation harmful performance impact degree value are cumulatively calculated to obtain the second cumulative harmful performance impact degree value of the second identical harmful performance impact position; the first cumulative harmful performance impact degree value, the second cumulative harmful performance impact degree value and the similar and different harmful performance impact degree values ​​are compared with the corresponding thresholds to determine whether the performance of the steel tube concrete column is in a normal state.

[0111] If the first cumulative harmful performance impact degree value exceeds the preset first cumulative harmful performance impact degree threshold, then the performance of the steel tube concrete column is judged to be in an abnormal state; if the second cumulative harmful performance impact degree value exceeds the preset second cumulative harmful performance impact degree threshold, then the performance of the steel tube concrete column is judged to be in an abnormal state; if the difference harmful performance impact degree value exceeds the preset difference harmful performance impact degree threshold, then the performance of the steel tube concrete column is judged to be in an abnormal state; the first cumulative harmful performance impact degree threshold, the second cumulative harmful performance impact degree threshold and the third cumulative harmful performance impact degree threshold here are all obtained based on experiments, because sometimes the first cumulative harmful performance impact degree value of the steel tube concrete column decreases, but does not affect the normal use of the steel tube concrete column, which means that the performance of the steel tube concrete column is in a normal state.

[0112] If there are three identical situations among the first harmful performance influence type, the second harmful performance influence type and the third harmful performance influence type, the influence degree of the second harmful performance type on the performance of the steel tube concrete column at the first harmful structure is marked as the first radiation harmful performance influence degree value, and the influence degree of the third harmful performance type on the performance of the steel tube concrete column at the first harmful structure is marked as the second radiation harmful performance influence degree value; the influence degree of the first harmful performance type on the performance of the steel tube concrete column at the second harmful structure is marked as the third radiation harmful performance influence degree value, and the influence degree of the first harmful performance type on the performance of the steel tube concrete column at the second harmful structure is marked as the fourth radiation harmful performance influence degree value; the influence degree of the first harmful performance type on the performance of the steel tube concrete column at the third harmful structure is marked as the fifth radiation harmful performance influence degree value, and the influence degree of the second harmful performance type on the performance of the steel tube concrete column at the third harmful structure is marked as the sixth radiation harmful performance influence degree value;

[0113] The first harmful performance influence degree value, the first radiation harmful performance influence degree value, and the second radiation harmful performance influence degree value are cumulatively calculated to obtain a first cumulative harmful performance influence degree value at the position of the first harmful structure;

[0114] The second harmful performance influence degree value, the fourth radiation harmful performance influence degree value and the third radiation harmful performance influence degree value are cumulatively calculated to obtain a second cumulative harmful performance influence degree value at the position of the second harmful structure;

[0115] The third harmful performance influence degree value, the fifth radiation harmful performance influence degree value and the sixth radiation harmful performance influence degree value are cumulatively calculated to obtain a third cumulative harmful performance influence degree value at the location of the third harmful structure;

[0116] The first accumulated harmful performance impact degree value, the second accumulated harmful performance impact degree value and the similarity and difference harmful performance impact degree value are respectively compared with corresponding thresholds to determine whether the performance of the steel tube concrete column is in a normal state.

[0117] If harmful physical information, missing structural quantity information and harmful condition information at the structural connection appear in the steel tube concrete column during construction, then the first harmful performance impact type, the second harmful performance impact type and the third harmful performance impact type are counted to see if they are the same; if the first harmful performance impact type, the second harmful performance impact type and the third harmful performance impact type are the same, then the first harmful performance impact degree value, the first radiation harmful performance impact degree value, the second radiation harmful performance impact degree value, the second harmful performance impact degree value, the fourth radiation harmful performance impact degree value, the third radiation harmful performance impact degree value are counted respectively, and the third harmful performance impact degree value, the fifth radiation harmful performance impact degree value and the sixth radiation harmful performance impact degree value are added up to obtain the first accumulated harmful performance impact degree value at the first harmful structure; the second harmful performance impact degree value, the fourth radiation harmful performance impact degree value and the third radiation harmful performance impact degree value are added up to obtain the second accumulated harmful performance impact degree value at the second harmful structure; ... third harmful performance impact degree value, the fifth radiation harmful performance impact degree value and the sixth radiation harmful performance impact degree value are added up to obtain the first accumulated harmful performance impact degree value at the second harmful structure; the third harmful performance impact degree value, the fifth radiation harmful performance impact degree value and the sixth radiation harmful performance impact degree value are added up to obtain the first accumulated harmful performance impact degree value at the second harmful structure; the third harmful performance impact degree value, the fifth radiation harmful performance impact degree value and the sixth radiation harmful performance impact degree value are added up to obtain the first accumulated harmful performance impact degree value at the first harmful structure; the third harmful performance impact degree value, the fifth radiation harmful performance impact degree value and The fifth radiation harmful performance impact degree value and the sixth radiation harmful performance impact degree value are cumulatively calculated to obtain a third cumulative harmful performance impact degree value at the location of the third harmful structure, and the first cumulative harmful performance impact degree value, the second cumulative harmful performance impact degree value and the difference harmful performance impact degree value are respectively compared with the corresponding thresholds to determine whether the performance of the steel tube concrete column is in a normal state. If the first cumulative harmful performance impact degree value exceeds the preset first cumulative harmful performance impact degree threshold, it is determined that the performance of the steel tube concrete column is in an abnormal state. If the second cumulative harmful performance impact degree value exceeds the preset second cumulative harmful performance impact degree threshold, it is determined that the performance of the steel tube concrete column is in an abnormal state. If the third cumulative harmful performance impact degree value exceeds the preset third cumulative harmful performance impact degree threshold, then the performance of the steel tube concrete column is judged to be in an abnormal state. If the third cumulative harmful performance impact degree value exceeds the preset third cumulative harmful performance impact degree threshold, then the performance of the steel tube concrete column is judged to be in an abnormal state. The first cumulative harmful performance impact degree threshold, the second cumulative harmful performance impact degree threshold and the third cumulative harmful performance impact degree threshold are all obtained based on experiments. Because sometimes the first cumulative harmful performance impact degree threshold of the steel tube concrete column decreases, it does not affect the normal use of the steel tube concrete column, which means that the performance of the steel tube concrete column is in a normal state.

[0118] A steel tube concrete column detection system, comprising:

[0119] A detection module, which is used to detect the status information of each structure of the steel tube concrete column during construction and the status information of the connection between each structure of the steel tube concrete column during construction;

[0120] An analysis module, wherein the analysis module compares and analyzes the state information of each structure of the steel tube concrete column during construction with the state information of each structure of the standard steel tube concrete column to obtain a structure state set; wherein the structure state set includes normal physical state information, beneficial physical state information, harmful physical state information, normal structure quantity information, increased structure quantity information and missing structure quantity information;

[0121] The comparison module and the comparison judgment module compare and analyze the condition information of the interconnections between the various structures of the steel tube concrete column during construction with the condition information of the interconnections between the various structures of the standard steel tube concrete column to obtain a set of structural connection conditions; wherein the set of structural connection conditions includes normal condition information of the structural connection, beneficial condition information of the structural connection, and harmful condition information of the structural connection;

[0122] The judgment module comprehensively judges whether the performance of the steel tube concrete column is in a normal state through beneficial physical state information, harmful physical state information, increased structural quantity information, missing structural quantity information, beneficial condition information at structural connections and harmful condition information at structural connections.

[0123] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or make equivalent replacements for some of the technical features therein. However, these modifications or replacements do not deviate the essence of the corresponding technical solutions from the spirit and scope of the technical solutions of the embodiments of the present invention.

Claims

1. A method for detecting a steel tube concrete column, characterized in that: The method comprises the following steps: Detect the status information of each structure of the steel tube concrete column during construction and the status information of the connections between each structure of the steel tube concrete column during construction; Compare and analyze the state information of each structure of the steel tube concrete column during construction with the state information of each structure of the standard steel tube concrete column to obtain a structure state set; wherein the structure state set includes normal physical state information, beneficial physical state information, harmful physical state information, normal structure quantity information, increased structure quantity information and missing structure quantity information; Compare and analyze the condition information of the interconnections between the various structures of the steel tube concrete column during construction with the condition information of the interconnections between the various structures of the standard steel tube concrete column to obtain a set of structural connection conditions; wherein the set of structural connection conditions includes normal condition information of the structural connection, beneficial condition information of the structural connection, and harmful condition information of the structural connection; Whether the performance of the steel tube concrete column is in a normal state is comprehensively judged through beneficial physical state information, harmful physical state information, increased structural quantity information, missing structural quantity information, beneficial condition information at structural connections and harmful condition information at structural connections.

2. A method for detecting a steel tube concrete column according to claim 1, characterized in that: The state information of each structure of the steel tube concrete column during construction is compared and analyzed with the state information of each structure of the standard steel tube concrete column to obtain a structural state set, which specifically includes the following steps: The state information of each structure of the steel tube concrete column during construction includes the physical state information of each structure of the steel tube concrete column during construction and the quantity information of each structure of the steel tube concrete column during construction; Compare and analyze the physical state information of each structure of the steel tube concrete column during construction with the physical state information of each structure of the standard steel tube concrete column to obtain a physical state set; wherein the physical state set includes normal physical state information, beneficial physical state information and harmful physical state information; Compare and analyze the quantity information of each structure of the steel tube concrete column during construction with the quantity information of each structure of the standard steel tube concrete column to obtain a structure quantity state set; wherein the structure quantity state set includes normal structure quantity information, increased structure quantity information and missing structure quantity information; The physical state set and the structural quantity state set are combined to form a structural state set.

3. A method for detecting a steel tube concrete column according to claim 2, characterized in that: Whether the performance of the steel tube concrete column is in a normal state is comprehensively judged by using beneficial physical state information, harmful physical state information, increased structural quantity information, missing structural quantity information, beneficial condition information at the structural connection and harmful condition information at the structural connection, specifically including the following steps: If a structure with harmful physical information appears in the steel tube concrete column during construction, the influence of the harmful physical information, the beneficial physical state information, the increased structure quantity information and the beneficial condition information at the structure connection on the performance of the steel tube concrete column is analyzed to obtain the first steel tube concrete column performance influence condition information; If there is a lack of structural quantity information in the steel tube concrete column during construction, the influence of the lack of structural quantity information, the beneficial physical state information, the increased structural quantity information and the beneficial condition information of the structural connection on the performance of the steel tube concrete column is analyzed to obtain the second steel tube concrete column performance influence condition information; If harmful condition information of the structural connection appears in the steel tube concrete column during construction, the harmful condition information of the structural connection, the beneficial physical state information, the increased structure quantity information and the beneficial condition information of the structural connection on the performance of the steel tube concrete column are analyzed to obtain the third steel tube concrete column performance impact condition information; Whether the performance of the steel tube concrete column is in a normal state is comprehensively judged through the first steel tube concrete column performance influencing status information, the second steel tube concrete column performance influencing status information and the third steel tube concrete column performance influencing status information.

4. A method for detecting a steel tube concrete column according to claim 3, characterized in that: If a structure with harmful physical information appears in the steel tube concrete column during construction, the harmful physical information, beneficial physical state information, increased structure quantity information and beneficial condition information at the structure connection are analyzed to obtain the first steel tube concrete column performance influence condition information, which specifically includes the following steps: If a structure of harmful physical information appears in the steel tube concrete column during construction, the type of the harmful physical information structure and the location of the harmful physical information structure in the steel tube concrete column are obtained, as well as the type of harmful influence of the corresponding type of harmful physical information structure on the performance of the steel tube concrete column at the corresponding location and the degree of harmful influence on the performance of the steel tube concrete column at the corresponding location are obtained; wherein the location of the harmful physical information structure in the steel tube concrete column is marked as the location of the first harmful structure, the type of harmful influence of the corresponding type of harmful physical information structure on the performance of the steel tube concrete column at the corresponding location is marked as the first harmful influence type, and the degree of harmful influence on the performance of the steel tube concrete column at the corresponding location is marked as the first harmful influence degree value; If a structure of harmful physical information appears in the steel tube concrete column during construction, it is determined whether a structure of beneficial physical information appears in the steel tube concrete column during construction; if a structure of beneficial physical information appears in the steel tube concrete column during construction, the type of the beneficial physical information structure and the location of the beneficial physical information structure in the steel tube concrete column are obtained, as well as the type of beneficial influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the corresponding location are obtained, and the corresponding degree of influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the location of the first harmful structure is determined according to the location of the beneficial physical information structure in the steel tube concrete column and the location of the first harmful structure; wherein the type of beneficial influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the corresponding location is marked as a first beneficial influence type, and the corresponding degree of influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the location of the first harmful structure is marked as a first beneficial influence degree value; If a structure of harmful physical information appears in the steel tube concrete column during construction, it is determined whether a structure of increased structural quantity information appears in the steel tube concrete column during construction; if a structure of increased structural quantity information appears in the steel tube concrete column during construction, the type of the increased structural quantity information structure and the location of the increased structural quantity information structure in the steel tube concrete column are obtained, as well as the type of beneficial influence of the corresponding type of the increased structural quantity information structure on the performance of the steel tube concrete column at the corresponding location are obtained, and the corresponding degree of influence of the increased structural quantity information on the performance of the steel tube concrete column at the location of the first harmful structure is determined according to the location of the increased structural quantity information structure in the steel tube concrete column and the location of the first harmful structure; wherein the type of beneficial influence of the corresponding type of the increased structural quantity information structure on the performance of the steel tube concrete column at the corresponding location is marked as a second beneficial influence type, and the corresponding degree of influence of the increased structural quantity information on the performance of the steel tube concrete column at the location of the first harmful structure is marked as a second beneficial influence degree value; If a structure of beneficial condition information of a structural connection appears in a steel tube concrete column during construction, it is determined whether beneficial condition information of a structural connection appears in the steel tube concrete column during construction; if beneficial condition information of a structural connection appears in the steel tube concrete column during construction, the location of the beneficial condition information structure of the structural connection in the steel tube concrete column is obtained, and the type of beneficial influence of the corresponding beneficial condition information of the structural connection on the performance of the steel tube concrete column at the corresponding location is obtained; and the corresponding influence degree of the beneficial condition information of the structural connection on the performance of the steel tube concrete column at the location of the first harmful structure is determined according to the location of the beneficial condition information structure of the structural connection in the steel tube concrete column and the location of the first harmful structure; wherein the type of beneficial influence of the type of the beneficial condition information structure of the corresponding structural connection on the performance of the steel tube concrete column at the corresponding location is marked as a third beneficial influence type, and the corresponding influence degree of the beneficial condition information of the structural connection on the performance of the steel tube concrete column at the location of the first harmful structure is marked as a third beneficial influence degree value; determining whether the first beneficial impact category, the second beneficial impact category, and the third beneficial impact category contain the same situation as the first harmful impact category; If there is no case that the first harmful impact category is the same as the first harmful impact category among the first beneficial impact category, the second beneficial impact category and the third beneficial impact category, the first harmful impact category is marked as the first harmful performance impact category, and the first harmful impact degree value is marked as the first harmful performance impact degree value; If the first beneficial impact category, the second beneficial impact category, and the third beneficial impact category have the same situation as the first harmful impact category, the first harmful impact degree value, the first beneficial impact degree value, the second beneficial impact degree value, and the third beneficial impact degree value are calculated to obtain a first comprehensive impact degree value; If the first comprehensive impact degree value is greater than zero, the first harmful impact category is marked as a first harmful performance impact category, and the first comprehensive impact degree value is marked as a first harmful performance impact degree value; If the first comprehensive impact level value is less than or equal to zero, then there is no first harmful impact category; The first harmful performance impact type and the first harmful performance impact degree value are combined to form the first steel tube concrete column performance impact status information.

5. A method for detecting a steel tube concrete column according to claim 4, characterized in that: If there is a lack of structural quantity information in the steel tube concrete column during construction, the influence of the lack of structural quantity information, the beneficial physical state information, the increased structural quantity information and the beneficial condition information of the structural connection on the performance of the steel tube concrete column is analyzed to obtain the second steel tube concrete column performance influence condition information, which specifically includes the following steps: If the steel tube concrete column is missing structural quantity information during construction, the type of structure missing structural quantity information and the position of the structure missing structural quantity information in the steel tube concrete column are obtained, as well as the type of harmful influence of the type of structure missing structural quantity information on the performance of the steel tube concrete column at the corresponding position and the degree of harmful influence on the performance of the steel tube concrete column at the corresponding position are obtained; wherein the position of the structure missing structural quantity information in the steel tube concrete column is marked as the position of the second harmful structure, the type of harmful influence of the corresponding type of structure missing structural quantity information on the performance of the steel tube concrete column at the corresponding position is marked as the second harmful influence type, and the degree of harmful influence on the performance of the steel tube concrete column at the corresponding position is marked as the second harmful influence degree value; If a structure lacking structural quantity information appears in the steel tube concrete column during construction, it is determined whether a structure with beneficial physical information appears in the steel tube concrete column during construction; if a structure with beneficial physical information appears in the steel tube concrete column during construction, the type of the beneficial physical information structure and the location of the beneficial physical information structure in the steel tube concrete column are obtained, as well as the type of beneficial influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the corresponding location are obtained, and the corresponding degree of influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the location of the second harmful structure is determined according to the location of the beneficial physical information structure in the steel tube concrete column and the location of the first harmful structure; wherein the type of beneficial influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the corresponding location is marked as a fourth beneficial influence type, and the corresponding degree of influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the location of the second harmful structure is marked as a fourth beneficial influence degree value; If a structure of harmful physical information appears in the steel tube concrete column during construction, it is determined whether a structure of increased structural quantity information appears in the steel tube concrete column during construction; if a structure of increased structural quantity information appears in the steel tube concrete column during construction, the type of the increased structural quantity information structure and the location of the increased structural quantity information structure in the steel tube concrete column are obtained, as well as the type of beneficial influence of the corresponding type of the increased structural quantity information structure on the performance of the steel tube concrete column at the corresponding location are obtained, and the corresponding degree of influence of the increased structural quantity information on the performance of the steel tube concrete column at the location of the second harmful structure is determined according to the location of the increased structural quantity information structure in the steel tube concrete column and the location of the second harmful structure; wherein the type of beneficial influence of the corresponding type of the increased structural quantity information structure on the performance of the steel tube concrete column at the corresponding location is marked as the fifth beneficial influence type, and the corresponding degree of influence of the increased structural quantity information on the performance of the steel tube concrete column at the location of the second harmful structure is marked as the fifth beneficial influence degree value; If a structure of beneficial condition information of a structural connection appears in a steel tube concrete column during construction, it is determined whether beneficial condition information of a structural connection appears in the steel tube concrete column during construction; if beneficial condition information of a structural connection appears in the steel tube concrete column during construction, the location of the beneficial condition information structure of the structural connection in the steel tube concrete column is obtained, and the type of beneficial influence of the corresponding beneficial condition information of the structural connection on the performance of the steel tube concrete column at the corresponding location is obtained; and the corresponding influence degree of the beneficial condition information of the structural connection on the performance of the steel tube concrete column at the location of the second harmful structure is determined according to the location of the beneficial condition information structure of the structural connection in the steel tube concrete column and the location of the second harmful structure; wherein the type of beneficial influence of the type of the beneficial condition information structure of the corresponding structural connection on the performance of the steel tube concrete column at the corresponding location is marked as a sixth beneficial influence type, and the corresponding influence degree of the beneficial condition information of the structural connection on the performance of the steel tube concrete column at the location of the second harmful structure is marked as a sixth beneficial influence degree value; The second harmful impact type, the fourth beneficial impact type, the fifth beneficial impact type, the sixth beneficial impact type, the second harmful impact degree value, the fourth beneficial impact degree value, the fifth beneficial impact degree value and the sixth beneficial impact degree value are analyzed and judged to obtain the second steel tube concrete column performance impact status information.

6. A method for detecting a steel tube concrete column according to claim 5, characterized in that: The second harmful impact type, the fourth beneficial impact type, the fifth beneficial impact type, the sixth beneficial impact type, the second harmful impact degree value, the fourth beneficial impact degree value, the fifth beneficial impact degree value and the sixth beneficial impact degree value are analyzed and judged to obtain the second steel tube concrete column performance impact status information, specifically including the following steps: Determine whether the fourth beneficial impact category, the fifth beneficial impact category, and the sixth beneficial impact category have the same situation as the second harmful impact category; If there is no case that the fourth beneficial impact category, the fifth beneficial impact category, and the sixth beneficial impact category are the same as the second harmful impact category, the second harmful impact category is marked as a second harmful performance impact category, and the second harmful impact degree value is marked as a second harmful performance impact degree value; If the fourth beneficial impact category, the fifth beneficial impact category and the sixth beneficial impact category have the same situation as the second harmful impact category, the second harmful impact degree value, the fourth beneficial impact degree value, the fifth beneficial impact degree value and the sixth beneficial impact degree value are calculated to obtain a second comprehensive impact degree value; If the second comprehensive impact degree value is greater than zero, the second harmful impact category is marked as a second harmful performance impact category, and the second comprehensive impact degree value is marked as a second harmful performance impact degree value; If the second comprehensive impact level value is less than or equal to zero, then there is no second harmful impact category; The second harmful performance impact type and the second harmful performance impact degree value are combined to form the second steel tube concrete column performance impact status information.

7. A method for detecting a steel tube concrete column according to claim 6, characterized in that: If harmful condition information of the structural connection appears in the steel tube concrete column during construction, the harmful condition information of the structural connection, the beneficial physical state information, the increased structure quantity information and the beneficial condition information of the structural connection on the performance of the steel tube concrete column are analyzed to obtain the third steel tube concrete column performance impact condition information, which specifically includes the following steps: If harmful condition information of the structural connection appears in the steel tube concrete column during construction, then the structural type of the harmful condition information of the structural connection and the location of the structure of the harmful condition information of the structural connection in the steel tube concrete column are obtained, as well as the harmful influence type of the structural type of the harmful condition information of the structural connection on the performance of the steel tube concrete column at the corresponding location and the harmful influence degree value of the performance of the steel tube concrete column at the corresponding location are obtained; wherein the location of the structure of the harmful condition information of the structural connection in the steel tube concrete column is marked as the location of the first harmful structure, the harmful influence type of the structural type of the harmful condition information of the corresponding structural connection on the performance of the steel tube concrete column at the corresponding location is marked as the third harmful influence type, and the harmful influence degree value of the performance of the steel tube concrete column at the corresponding location is marked as the third harmful influence degree value; If a structure of harmful condition information at a structural connection appears in a steel tube concrete column during construction, it is determined whether a structure of beneficial physical information appears in the steel tube concrete column during construction; if a structure of beneficial physical information appears in the steel tube concrete column during construction, the type of the beneficial physical information structure and the location of the beneficial physical information structure in the steel tube concrete column are obtained, as well as the type of beneficial influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the corresponding location are obtained, and the corresponding degree of influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the location of the third harmful structure is determined according to the location of the beneficial physical information structure in the steel tube concrete column and the location of the third harmful structure; wherein the type of beneficial influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the corresponding location is marked as the seventh beneficial influence type, and the corresponding degree of influence of the corresponding type of beneficial physical information structure on the performance of the steel tube concrete column at the location of the third harmful structure is marked as the seventh beneficial influence degree value; If a structure of harmful physical information appears in the steel tube concrete column during construction, it is determined whether a structure of increased structural quantity information appears in the steel tube concrete column during construction; if a structure of increased structural quantity information appears in the steel tube concrete column during construction, the type of the increased structural quantity information structure and the location of the increased structural quantity information structure in the steel tube concrete column are obtained, as well as the type of beneficial influence of the corresponding type of the increased structural quantity information structure on the performance of the steel tube concrete column at the corresponding location are obtained, and the corresponding degree of influence of the increased structural quantity information on the performance of the steel tube concrete column at the location of the third harmful structure is determined according to the location of the increased structural quantity information structure in the steel tube concrete column and the location of the third harmful structure; wherein the type of beneficial influence of the corresponding type of the increased structural quantity information structure on the performance of the steel tube concrete column at the corresponding location is marked as an eighth beneficial influence type, and the corresponding degree of influence of the increased structural quantity information on the performance of the steel tube concrete column at the location of the third harmful structure is marked as an eighth beneficial influence degree value; If a structure of beneficial condition information of the structural connection appears in the steel tube concrete column during construction, it is determined whether beneficial condition information of the structural connection appears in the steel tube concrete column during construction; if beneficial condition information of the structural connection appears in the steel tube concrete column during construction, the location of the beneficial condition information structure of the structural connection in the steel tube concrete column is obtained, and the type of beneficial influence of the corresponding beneficial condition information of the structural connection on the performance of the steel tube concrete column at the corresponding location is obtained; and the corresponding influence degree of the beneficial condition information of the structural connection on the performance of the steel tube concrete column at the location of the third harmful structure is determined according to the location of the beneficial condition information structure of the structural connection in the steel tube concrete column and the location of the third harmful structure; wherein the type of beneficial influence of the type of the beneficial condition information structure of the corresponding structural connection on the performance of the steel tube concrete column at the corresponding location is marked as a ninth beneficial influence type, and the corresponding influence degree of the beneficial condition information of the structural connection on the performance of the steel tube concrete column at the location of the third harmful structure is marked as a ninth beneficial influence degree value; The third harmful impact type, the seventh beneficial impact type, the eighth beneficial impact type, the ninth beneficial impact type, the third harmful impact degree value, the seventh beneficial impact degree value, the eighth beneficial impact degree value and the ninth beneficial impact degree value are analyzed and judged to obtain the third steel tube concrete column performance impact status information.

8. A method for detecting a steel tube concrete column according to claim 7, characterized in that: The third harmful impact category, the seventh beneficial impact category, the eighth beneficial impact category, the ninth beneficial impact category, the third harmful impact degree value, the seventh beneficial impact degree value, the eighth beneficial impact degree value and the ninth beneficial impact degree value are analyzed and judged to obtain the third steel tube concrete column performance impact status information, specifically including the following steps: Determining whether the seventh beneficial impact category, the eighth beneficial impact category, and the ninth beneficial impact category contain the same situation as the third harmful impact category; If the seventh beneficial impact category, the eighth beneficial impact category, and the ninth beneficial impact category do not have the same situation as the third harmful impact category, the third harmful impact category is marked as the third harmful performance impact category, and the third harmful impact degree value is marked as the third harmful performance impact degree value; If the seventh beneficial impact category, the eighth beneficial impact category, and the ninth beneficial impact category have the same situation as the third harmful impact category, the seventh beneficial impact degree value, the eighth beneficial impact degree value, and the ninth beneficial impact degree value are calculated to obtain a third comprehensive impact degree value; If the third comprehensive impact degree value is greater than zero, the third harmful impact category is marked as a third harmful performance impact category, and the third comprehensive impact degree value is marked as a third harmful performance impact degree value; If the third comprehensive impact level value is less than or equal to zero, there is no third harmful impact category; The third harmful performance impact type and the third harmful performance impact degree value are combined to form the second steel tube concrete column performance impact status information.

9. A method for detecting a steel tube concrete column according to claim 8, characterized in that: Comprehensively judging whether the performance of the steel tube concrete column is in a normal state based on the first steel tube concrete column performance impact status information, the second steel tube concrete column performance impact status information and the third steel tube concrete column performance impact status information specifically includes the following steps: Determining whether the first harmful performance impact category, the second harmful performance impact category, and the third harmful performance impact category are the same; If the first harmful performance impact type, the second harmful performance impact type and the third harmful performance impact type are different, the first harmful performance impact degree value, the second harmful performance impact degree value and the third harmful performance impact degree value are respectively counted, and the first harmful performance impact degree value, the second harmful performance impact degree value and the third harmful performance impact degree value are respectively compared with the corresponding threshold value to determine whether the performance of the steel tube concrete column is in a normal state; If there are two identical cases among the first harmful performance impact category, the second harmful performance impact category and the third harmful performance impact category, the two identical categories among the first harmful performance impact category, the second harmful performance impact category and the third harmful performance impact category are respectively marked as the first identical harmful performance impact category and the second identical harmful performance impact category, and the rest are marked as similarity and difference harmful performance impact categories, and the degree of influence of the similarity and difference harmful performance impact categories on the performance of the steel tube concrete column is marked as the similarity and difference harmful performance impact degree value; the position of the first identical harmful performance impact category in the steel tube concrete column is marked as the first identical harmful performance impact position, the position of the second identical harmful performance impact category in the steel tube concrete column is marked as the second identical harmful performance impact position, and the first identical harmful performance impact category in The influence degree of the first same harmful performance impact position on the performance of the steel tube concrete column is marked as the first same harmful performance impact degree value, and the influence degree of the second same harmful performance impact type on the performance of the steel tube concrete column at the second same harmful performance impact position is marked as the second same harmful performance impact degree value. According to the second same harmful performance impact position and the first same harmful performance impact position, the harmful influence degree of the second same harmful performance impact type on the performance of the steel tube concrete column at the first same harmful performance impact position is judged to obtain the first radiation harmful performance impact degree value. According to the first same harmful performance impact position and the second same harmful performance impact position, the harmful influence degree of the first same harmful performance impact type on the performance of the steel tube concrete column at the second same harmful performance impact position is judged to obtain the second radiation harmful performance impact degree value; The first same harmful performance impact degree value and the first radiation harmful performance impact degree value are cumulatively calculated to obtain a first cumulative harmful performance impact degree value of the first same harmful performance impact position; The second same harmful performance impact degree value and the second radiation harmful performance impact degree value are cumulatively calculated to obtain a second cumulative harmful performance impact degree value of the second same harmful performance impact position; The first accumulated harmful performance impact degree value, the second accumulated harmful performance impact degree value and the similarity and difference harmful performance impact degree value are respectively compared with corresponding threshold values ​​to determine whether the performance of the steel tube concrete column is in a normal state; If there are three identical situations among the first harmful performance influence type, the second harmful performance influence type and the third harmful performance influence type, the influence degree of the second harmful performance type on the performance of the steel tube concrete column at the first harmful structure is marked as the first radiation harmful performance influence degree value, and the influence degree of the third harmful performance type on the performance of the steel tube concrete column at the first harmful structure is marked as the second radiation harmful performance influence degree value; the influence degree of the first harmful performance type on the performance of the steel tube concrete column at the second harmful structure is marked as the third radiation harmful performance influence degree value, and the influence degree of the first harmful performance type on the performance of the steel tube concrete column at the second harmful structure is marked as the fourth radiation harmful performance influence degree value; the influence degree of the first harmful performance type on the performance of the steel tube concrete column at the third harmful structure is marked as the fifth radiation harmful performance influence degree value, and the influence degree of the second harmful performance type on the performance of the steel tube concrete column at the third harmful structure is marked as the sixth radiation harmful performance influence degree value; The first harmful performance influence degree value, the first radiation harmful performance influence degree value, and the second radiation harmful performance influence degree value are cumulatively calculated to obtain a first cumulative harmful performance influence degree value at the position of the first harmful structure; The second harmful performance influence degree value, the fourth radiation harmful performance influence degree value and the third radiation harmful performance influence degree value are cumulatively calculated to obtain a second cumulative harmful performance influence degree value at the position of the second harmful structure; The third harmful performance influence degree value, the fifth radiation harmful performance influence degree value and the sixth radiation harmful performance influence degree value are cumulatively calculated to obtain a third cumulative harmful performance influence degree value at the location of the third harmful structure; The first accumulated harmful performance impact degree value, the second accumulated harmful performance impact degree value and the similarity and difference harmful performance impact degree value are respectively compared with corresponding thresholds to determine whether the performance of the steel tube concrete column is in a normal state.

10. A steel tube concrete column detection system, applied to a steel tube concrete column detection method according to any one of claims 1 to 9, characterized in that: include: A detection module, the detection module is used to detect the status information of each structure of the steel tube concrete column during construction and the status information of the connection between each structure of the steel tube concrete column during construction; An analysis module, wherein the analysis module compares and analyzes the state information of each structure of the steel tube concrete column during construction with the state information of each structure of the standard steel tube concrete column to obtain a structure state set; wherein the structure state set includes normal physical state information, beneficial physical state information, harmful physical state information, normal structure quantity information, increased structure quantity information and missing structure quantity information; A comparison module, wherein the comparison and judgment module compares and analyzes the condition information of the interconnections between the various structures of the steel tube concrete column during construction with the condition information of the interconnections between the various structures of the standard steel tube concrete column to obtain a set of structural connection conditions; wherein the set of structural connection conditions includes normal condition information of the structural connection, beneficial condition information of the structural connection, and harmful condition information of the structural connection; A judgment module is provided, wherein the judgment module comprehensively judges whether the performance of the steel tube concrete column is in a normal state through beneficial physical state information, harmful physical state information, increased structure quantity information, missing structure quantity information, beneficial condition information of the structure connection and harmful condition information of the structure connection.

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