TWI818280B - Automatic analysis and verification of deep excavation engineering and system thereof - Google Patents

Abstract

An analysis and verification for deep excavation engineering, which is implemented on the management platform. First, enter the parameter information and construction plan required for analysis and verification. Then, perform a stability check based on the parameter information. Subsequently, the excavation sequence and bracing system are established according to the results of the stability check; afterwards, the standardized forms are uploaded or imported through the responsible personnel. Finally, the specifications in the standardized form are transformed into a three-dimensional model with corresponding information on the management platform through a modeling program. In this way, a three-dimensional visual interface is provided to achieve application values such as the digitization of building information and the integration of professional drawings. It will greatly improve the efficiency of the construction process, avoiding the waste of resources, and strengthening the management and control of cost, schedule, quality, etc.

Description

Automated analysis and inspection method and system for deep excavation projects

The present invention relates to an automated analysis and verification method, in particular to an analysis and verification method for deep excavation projects.

Civil engineering design covers many and complex professional interfaces, and involves civil engineering, construction, water and electricity, environmental control, electromechanical and other professional fields. They are closely related to each other and must be carried out with limited resources. The construction process must be based on local conditions. Efficient adjustments and changes under restrictions have resulted in low efficiency in the construction process, and it is difficult to control costs, schedules, quality and other aspects.

Patent Certificate No. I598853 of the Republic of China discloses a three-dimensional architectural model management system. The host terminal of the three-dimensional architectural model management system includes a plane pattern generation module, a three-dimensional graphics generation module and a barcode generation module. The floor plan generation module generates a floor plan from a preset plane in the three-dimensional architectural model. The barcode generation module generates a code based on the plane pattern. The three-dimensional graphics generation module selects a local area of the three-dimensional architectural model based on the preset plane to generate three-dimensional graphics corresponding to the plan pattern. The user terminal includes a barcode reading system, which can read barcodes from a flat surface and then send the corresponding barcode information to the host terminal to obtain the corresponding three-dimensional graphics.

However, the disadvantage of the above-mentioned three-dimensional building model management system is that the parameter input and calculation analysis required for converting planar and three-dimensional graphics need to be manually calculated repeatedly. Since civil engineering design involves multiple professional fields at the same time, when different When the analysis project is analyzed by people in different professional fields, there may be errors and omissions caused by file exchange.

In addition, engineering design and knowledge will increase and improve with the accumulation of engineering experience. However, because it is difficult to share information in items such as parameter input and calculation analysis, duplication of work often results in losses in human resources and money. Therefore, how to automate the labor- and time-consuming drawing process, conflict checking, and quantity calculation in the past to achieve improved efficiency and avoid errors caused by complicated quantity calculations, and how to use it as a basis for inspection is a A problem that needs to be solved urgently.

In view of the above shortcomings, the inventor researched ways to improve the shortcomings, and finally came up with the present invention.

The main purpose of the present invention is to provide an analysis and inspection method for deep excavation projects. This method uses a modeling program to convert the specification information in the standardized form into a plurality of three-dimensional models on the management platform, and the modeling program captures the standardized form. The specification information in the project is provided, and the modeling program creates a corresponding three-dimensional model based on the specification information and the construction plan. In this way, a three-dimensional visual interface is provided to achieve application values such as digitization of construction information and integration of professional illustrations, which will greatly improve the efficiency of the construction process. While avoiding waste of resources, it will also strengthen the control of cost, schedule, quality, etc. Control.

Another object of the present invention is to provide an analysis and verification method for deep excavation projects. Through the analysis steps, iterative analysis is performed according to the excavation process, and the support system is adjusted according to the results of the iterative analysis. The support system is corresponding to the excavation. The excavation process has changed. Among them, the iterative analysis is a mechanical analysis of the retaining wall and the support system. The analysis process of the iterative analysis repeatedly iteratively calculates the specification information and the complex prestress of the support system until convergence. This not only reduces the waste of manpower and resources caused by repeated operations, but also improves the convenience of user operations and the accuracy of the verification result values.

Another object of the present invention is to provide an analysis and verification system for deep excavation projects, which includes a management platform and a database. The management platform can be used by users after logging in online. In this way, the design automation reform is carried out in the form of a cloud-based web platform, and a friendly web platform is provided for users to design. At the same time, the overall design data can also be exported to design calculation sheets and standardized forms for subsequent applications. In addition, , users can compare design parameters and analysis results through accumulated case data to help check design results, and can also compare with existing references to simultaneously improve design efficiency and design quality.

In order to achieve the above objectives and effects, the present invention provides an analysis and verification method for deep excavation projects, which is implemented on a management platform. The analysis and verification method includes: an input step, inputting multiple parameters required for analysis and verification. information and a construction plan; a verification step to conduct a stability check based on the parameter information, which is used to confirm the stability of the retaining wall; a construction step based on the results of the stability check and The construction plan is to establish an excavation process and a support system, and generate water pressure information corresponding to the excavation process; a setting step is to establish a standardized form, and the standardized form is uploaded by the person in charge Or imported to the management platform, the standardized form contains plural specification information; and a conversion step is to convert the specification information in the standardized form into plural three-dimensional models on the management platform through a modeling program, the The modeling program captures the specification information in the standardized form, and the modeling program establishes the corresponding three-dimensional models based on the specification information and the construction plan; among them, the responsible personnel of different professional types use the management The platform keeps track of the progress. The management platform integrates or superimposes the three-dimensional models of different professional types, and checks whether there are conflicts between the different three-dimensional models that need to be changed. If so, corrections can be made directly on the management platform; and if There is no conflict between different three-dimensional models. The three-dimensional models further calculate the required engineering information through the functions of the management platform, and store the engineering information in a database of the management platform.

Preferably, according to the analysis and verification method of the present invention, the analysis and verification method further includes: an analysis step, performing an iterative analysis according to the excavation process, and adjusting the support system according to the results of the iterative analysis, the The support system changes in response to the excavation process; among them, the iterative analysis performs a mechanical analysis on the retaining wall and the support system. The analysis process of the iterative analysis repeatedly iteratively calculates the specification information and complex predictions of the support system. Strength to convergence.

Preferably, according to the analysis and verification method of the present invention, the analysis and verification method further includes a production step to automatically produce the standardized form according to the excavation process and the support system.

Preferably, according to the analysis and verification method of the present invention, the analysis and verification method further includes: a support system verification step, performing a support system verification for the support system, and the support system verification is used to confirm The stability of the support system; and a reinforcement check step, using the support system and the water pressure information to perform a reinforcement check, the reinforcement check is used to confirm the stability of the retaining wall; Among them, the support system inspection includes one or a combination of support force inspection, pullout force inspection, and steel penetration inspection.

Preferably, according to the analysis and verification method of the present invention, the analysis and verification method further includes a feedback analysis step, which integrates or superimposes the engineering information stored in the database of the management platform to produce Draw a trend model diagram.

Preferably, according to the analysis and verification method of the present invention, the analysis and verification method further includes a correction step. If there is a conflict between the superimposed three-dimensional models and needs correction, the standardized form will be corrected and passed through the The modeling program forms the modified three-dimensional models.

In addition, in order to achieve the above object, the present invention further provides an analysis and verification system based on the above-mentioned analysis and verification method, which includes: a management platform for users to log in online; An input module is built on the management platform. The input module is used for users to input complex parameter information and a construction plan; a calculation module is coupled to the input module. The calculation The module is used to conduct a stability check based on the parameter information, and to establish an excavation process and a support system based on the results of the stability check and the construction plan; a standardized form, which is passed by the person in charge Uploaded or imported to the management platform, the standardized form includes plural specification information associated with the support system; a modeling program coupled to the computing module, the modeling program is used to receive the A standardized form, the modeling program creates corresponding plurality of three-dimensional models based on the specification information and the construction plan; and a database coupled to the modeling program, the database is used to store the three-dimensional models Plural engineering information for the model.

Preferably, according to the analysis and verification system of the present invention, all the engineering information stored in the database is provided for users to browse, query or refer to through the management platform. If there are projects of the same type, they can Copy the project information in the database to the new project.

Preferably, according to the analysis and verification system of the present invention, the analysis and verification system further includes an output module coupled to the database, and the output module calculates the included projects based on the three-dimensional models. The type, unit, quantity and/or amount of the component.

Preferably, according to the analysis and verification system of the present invention, the output module further mutually applies and displays the three-dimensional models and relevant information obtained during construction.

In summary, the analysis and inspection method and system for deep excavation projects provided by the present invention converts the specification information in the standardized form into a plurality of three-dimensional models on the management platform through the modeling program, provides a three-dimensional visual interface, and achieves Application values such as the digitization of construction information and the integration of professional drawings and descriptions will greatly improve the efficiency of the construction process. While avoiding waste of resources, it will also strengthen the control of costs, schedules, quality and other aspects. In addition, the present invention further performs an iterative analysis based on the excavation process through the analysis step, and adjusts the support system according to the results of the iterative analysis. The support system changes corresponding to the excavation process, wherein the iterative analysis is for the retaining wall and the The support system is subjected to mechanical analysis, and the analysis process of the iterative analysis repeatedly and iteratively calculates the specification information and the complex prestress of the support system until convergence. This not only reduces the waste of manpower and resources caused by repeated operations, but also improves the convenience of user operations and the accuracy of the verification result values.

In order to enable those familiar with the art to understand the purpose, features and effects of the present invention, the present invention is described in detail below with reference to the following specific embodiments and the accompanying drawings.

Inventive concepts will now be elucidated more fully hereinafter with reference to the accompanying drawings, in which exemplary embodiments of the inventive concepts are shown. The advantages and features of the inventive concept, as well as the methods for achieving them, will be apparent from the following exemplary embodiments, which are explained in more detail with reference to the accompanying drawings. However, it should be noted that the inventive concept is not limited to the following exemplary embodiments, but can be implemented in various forms. Accordingly, the exemplary embodiments are provided solely to disclose the inventive concepts and to enable those skilled in the art to understand the nature of the inventive concepts. In the drawings, exemplary embodiments of the inventive concepts are not limited to the specific examples provided herein and are exaggerated for clarity.

The terminology used herein is for describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the singular forms "a", "an" and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items. It will be understood that when an element is referred to as being "connected" or "coupled" to another element, it can be directly connected or coupled to the other element or intervening elements may be present.

Similarly, it will be understood that when an element (such as a layer, region or substrate) is referred to as being "on" another element, it can be directly on the other element or intervening elements may be present. In contrast, the term "directly" means that there are no intermediate elements. Furthermore, it should be understood that when the words "include" and "include" are used herein, they indicate the presence of stated features, integers, steps, operations, elements, and/or components, but do not exclude one or more other features. , the existence or addition of integers, steps, operations, elements, components, and/or groups thereof.

Furthermore, exemplary embodiments in the detailed description will be illustrated by cross-sectional illustrations that are idealized illustrations of the concepts of the invention. Accordingly, the shape of the example diagrams may be modified based on manufacturing techniques and/or tolerable errors. Accordingly, exemplary embodiments of the inventive concepts are not limited to the specific shapes shown in the exemplary figures, but may include other shapes that may be produced depending on the manufacturing process. The regions illustrated in the drawings are of general nature and are intended to illustrate the specific shapes of components. Therefore, this should not be considered as limiting the scope of the inventive concept.

It should also be understood that although the terms "first", "second", "third", etc. may be used herein to describe various elements, these elements should not be limited by these terms. These terms are only used to distinguish between various components. Thus, a first element in some embodiments could be termed a second element in other embodiments without departing from the teachings of the present invention. Exemplary embodiments of aspects of the inventive concepts illustrated and described herein include their complementary counterparts. Throughout this specification, the same reference number or designator indicates the same element.

Furthermore, exemplary embodiments are described herein with reference to cross-sectional and/or plan views, which are idealized illustrations of the exemplary embodiments. Therefore, deviations from the shapes illustrated are expected to occur due, for example, to manufacturing techniques and/or tolerances. Thus, example embodiments should not be construed as limited to the shapes of regions illustrated herein but are to include deviations in shapes that result, for example, from manufacturing. Accordingly, the regions shown in the figures are schematic and their shapes are not intended to illustrate the actual shapes of the regions of the device nor to limit the scope of the exemplary embodiments.

Please refer to Figures 1 to 3. Figure 1 is a schematic diagram of the analysis and verification system according to the present invention; Figure 2 is a block diagram illustrating the steps of the analysis and verification method according to the present invention; Figure 3 is a schematic diagram illustrating the analysis and verification method according to the present invention. A step-by-step flow chart of the actual implementation process of the verification method. As shown in Figure 1, the analysis and verification system 100 according to the present invention includes: a management platform 11, an input module 12, a computing module 13, a standardized form 14, a modeling program 15, and a database 16.

Specifically, according to the management platform 11 of the present invention, it is used by users after logging in online. The management platform 11 can be a combination of software, hardware, and firmware. The management platform 111 can be built in a cloud server, or the management platform 11 can be built in, for example, a personal computer or a smart phone, both of which have a status of being connected to the Internet. In addition, the management platform 11 can be used by users to log in anytime and anywhere through the Internet, carry out design automation reforms in the form of a cloud-based web platform, and provide users with a friendly web platform for design. Thereby, the applicable scope of the analysis and verification system 100 according to the present invention is greatly enhanced, but the present invention is not limited thereto.

Specifically, according to the input module 12 of the present invention, it is used to receive parameter information 21 and construction plan 22, wherein the parameter information 21 can be the required geological strength parameters obtained through mechanical tests during the geological survey stage, such as : Ground reaction force, earth pressure coefficient, elastic modulus, and rock and soil strength parameters, etc. The construction plan 22 may be one or a combination of design drawings, construction drawings, and as-built drawings drawn using 2D CAD drawing technology, but the present invention is not limited thereto.

Specifically, according to the computing module 13 of the present invention, it is coupled to the input module 12. The computing module 13 is used to perform a stability check 41 based on the parameter information 21, and to establish an excavation based on the results of the stability check 41. The process 23 and the support system 24 simultaneously generate water pressure information 25 corresponding to the excavation process 23. It should be further explained that the stability check 41 may include intrusion analysis, uplift analysis, uplift analysis, sand surge analysis, etc. The stability check 41 is used to confirm the stability of the retaining wall, but the present invention is not limited thereto. . In the present invention, the term "retaining wall" refers to a temporary structural operation in order to prevent the collapse of the surrounding strata and ensure the smooth progress of underground excavation operations.

It is worth mentioning that according to the computing module 13 of the present invention, after the stability check 41 is performed, different color marks can be used to display whether the retaining wall meets the standard safety factor requirements. For example, when the stability check 41 When the mark is red, it means that the inspection has been carried out, but the safety factor requirements of the standard have not been met; when the stability check 41 is marked green, it means that the check has been carried out and the safety factor requirements of the standard have been met; when the stability check 41 is marked When it is blue, it means that the inspection has been performed, but the safety factor of excavation at each stage may not meet the standard safety factor requirements, and the user must further confirm; when the stability check 41 mark is black, it means that the inspection has not been performed. In this way, the status marks of the stability check 41 are displayed in different colors through the management platform 11, which not only effectively improves the convenience of the user's operation, but also reduces errors and omissions caused by the user's operation.

Specifically, according to the standardized form 14 of the present invention, it is uploaded or imported to the management platform 11 through the responsible person. The standardized form 14 includes specification information 26 associated with the supporting system 24 . It should be further explained that in some embodiments, the analysis and verification system 100 can automatically generate a standardized form 14 according to the excavation process 23 and the support system 24 for the user to input the specification information 26 associated with the support system 24 , however the present invention is not limited thereto.

Specifically, according to the modeling program 15 of the present invention, it is coupled to the computing module 13. After the modeling program 15 receives the standardized form 14, the modeling program 15 creates the corresponding complex data based on the specification information 26 and the construction plan 22. 300 dioramas. It should be further explained that the modeling program 15 is used to generate a three-dimensional model 300. The three-dimensional model 300 may contain geometric information in a three-dimensional space. The three-dimensional model 300 has a length direction x, a width direction y, and a height direction z. However, this The invention is not limited to this. It is worth mentioning that the three-dimensional model 300 can also contain information such as four-dimensional space (three-dimensional space plus time), five-dimensional space (three-dimensional space plus time and money), or complex-dimensional space, without special limitations.

Specifically, according to the database 16 of the present invention, it is coupled to the modeling program 15, and the database 16 is used to store the engineering information 31 of the three-dimensional model 300. It should be further explained that the three-dimensional model 300 can further calculate the required engineering information 31 through the function of the management platform 11, where the engineering information 31 can include all the information associated with this project, such as: excavation depth, wall Body thickness, wall length, maximum shear force/bending moment/displacement, and soil parameters, etc., but the invention is not limited thereto. Through this, users can compare design parameters and analysis results through accumulated case data to help check the design results. They can also compare with existing references to simultaneously improve design efficiency and design quality.

It is worth mentioning that according to the analysis and verification system 100 of the present invention, responsible personnel of different professional types can control the progress through the management platform 11. The management platform 11 integrates or superimposes the three-dimensional models 300 of different professional types, and examines different three-dimensional models. Whether there are conflicts between the models 300 that need to be changed, if so, they can be corrected directly on the management platform 11. In addition, all the engineering information 31 stored in the database 16 can be browsed, inquired or referenced by the user through the management platform 11. If there are projects of the same type, the engineering information 31 in the database 16 can be directly copied to a new Project. In this way, the design automation reform is carried out in the form of a cloud-based web platform, and a friendly web platform is provided for users to design and share data to reduce the waste of repeated work.

Please refer to Figure 2 in conjunction with Figures 1 and 3. The present invention is based on the analysis and verification system 100, and further provides an analysis and verification method for executing the analysis and verification system 100, which includes the following steps:

Input step S1, input the parameter information 21 and the construction plan 22 required for analysis and verification, and then execute the verification step S2.

In the checking step S2, a stability check 41 is performed based on the parameter information 21. The stability check 41 is used to confirm the stability of the retaining wall, and then the establishment step S3 is performed.

In the establishment step S3, the excavation process 23 and the support system 24 are established based on the results of the stability check 41 and the construction plan 22, and the water pressure information 25 corresponding to the excavation process 23 is generated, and then the establishment step S4 is performed.

In the establishment step S4, a standardized form 14 is established. The standardized form 14 is uploaded or imported to the management platform 11 through the responsible person. The standardized form 14 contains plural specification information 26, and then the conversion step S5 is executed.

In conversion step S5, the specification information 26 in the standardized form 14 is converted into a three-dimensional model 300 on the management platform 11 through the modeling program 15. The modeling program 15 captures the specification information 26 in the standardized form 14, and the modeling program 15 Create a corresponding three-dimensional model 300 based on the specification information 26 and the construction plan 22 .

In order to further understand the structural features, technical means and expected effects of the present invention, the actual implementation process of the present invention is described. I believe that this will provide a deeper and more specific understanding of the present invention, as follows:

Please refer to Figure 3 in conjunction with Figure 1 and Figure 2. The actual execution process of the analysis and verification system 100 according to the present invention is described as follows: First, the input step S1 is executed. After the user logs in to the management platform 11 online, the user inputs the parameter information 21 required for analysis and verification and the construction plan 22 through the input module 12 ; Then the verification step S2 is performed, and the computing module 13 performs a stability verification 41 based on the parameter information 21, where the stability verification 41 may include intrusion analysis, uplift analysis, uplift analysis, sand surge analysis, etc.; and then the establishment step is performed. S3, the computing module 13 establishes the excavation process 23 and the support system 24 based on the results of the stability check 41 and the construction plan 22; then the establishment step S4 is executed, and the responsible person adds the specification information 26 to the standardized form 14 and uploads it. Or import the standardized form 14 to the management platform 11; finally execute the conversion step S5, and convert the specification information 26 in the standardized form 14 into a three-dimensional model 300 on the management platform 11 through the modeling program 15, and the modeling program 15 will capture it. The specification information 26 in the standardized form 14 is standardized, and the modeling program 15 establishes a corresponding three-dimensional model 300 based on the specification information 26 and the construction plan 22, and calculates the required engineering information 31 through the functions of the management platform 11.

Thereby, according to the analysis and verification system 100 of the present invention, a three-dimensional visual interface is provided by establishing a three-dimensional model 300 to achieve application values such as building information digitization and professional illustration integration, and at the same time, through the verification step S2, based on the parameter information 21 Stable inspection 41 not only improves the accuracy of performance verification result values, but also greatly improves the efficiency of the construction process and avoids waste of resources. It also strengthens the control of cost, schedule, quality and other aspects.

The following describes the first implementation of the analysis and verification system 100 of the present invention with reference to the drawings, so that those with ordinary knowledge in the technical field to which the present invention belongs can more clearly understand possible changes. Components designated by the same component numbers as above are substantially the same as those described above with reference to FIGS. 1 to 3 . The same components, features, and advantages as those of the analysis and verification system 100 will not be described again.

Please refer to Figures 4 to 6. Figure 4 is a schematic diagram of an analysis and verification system according to the first embodiment of the present invention; Figure 5 is a block diagram illustrating the steps of the analysis and verification method according to the first embodiment of the present invention; Figure 6 is a step flow chart illustrating the actual execution process of the analysis and verification method according to the first embodiment of the present invention. As shown in Figure 4, the analysis and verification system 100 according to the first embodiment of the present invention includes: a management platform 11, an input module 12, a computing module 13, a standardized form 14, a modeling program 15, a database 16, and Iterative program 17.

Specifically, according to the analysis and verification system 100 of the first embodiment of the present invention, as shown in Figure 4, the analysis and verification system 100 further includes an iterative program 17. The iterative program 17 performs mechanical analysis on the retaining wall and the support system 24. Analysis, the analysis process of the iterative program 17 repeatedly iteratively calculates the axial force (not shown) and pre-force (not shown) of the support system 24, and refers to the specification information 26 of the support system 24 until convergence, and at the same time, the analysis of the iterative program 17 The results are directly uploaded to the management platform 11, thereby reducing the waste of manpower and resources caused by repeated operations, and also improving the convenience of user operations and the accuracy of the verification result values. However, the present invention is not limited thereto.

Specifically, according to the analysis and verification system 100 of the first embodiment of the present invention, it further automatically generates the standardized form 14 according to the excavation process 23 and the support system 24, thereby providing the standardized form 14 to the person in charge. The specification information 26 is added to achieve the use of standard data formats to reduce errors and omissions caused by file exchange, but the present invention is not limited thereto.

Therefore, it can be seen from the above description that compared to the past, it was necessary to iteratively calculate the model and prestress of the support system, which is one of the most time-consuming procedures in the deep excavation analysis process. According to the analysis and inspection of the first embodiment of the present invention, The nuclear system 100 performs the iterative analysis 42 in an automated manner through the iterative program 17, and automatically uploads the analysis results to the management platform 11. Subsequently, the support system check 43 and the retaining wall reinforcement check 44 can be carried out. , achieving high convenience and wide applicability.

It should be further explained that the support system inspection 43 can target horizontal supports, enclosures, and intermediate pile materials, etc., and the intermediate pile inspection includes support force inspection, pullout force inspection, and steel penetration inspection. One or a combination thereof, however the present invention is not limited thereto.

Please refer to Figure 5 in conjunction with Figure 4 and Figure 6. Based on the analysis and verification system 100 of the first embodiment, the present invention further provides an analysis and verification method for executing the analysis and verification system 100, which includes the following steps:

Input step S1', input the parameter information 21 and construction plan 22 required for analysis and verification, and then execute the verification step S2'.

In the checking step S2', a stability check 41 is performed according to the parameter information 21. The stability check 41 is used to confirm the stability of the retaining wall, and then the establishment step S3' is executed.

In the establishment step S3', the excavation process 23 and the support system 24 are established based on the results of the stability check 41 and the construction plan 22, and the water pressure information 25 corresponding to the excavation process 23 is generated, and then the analysis step S4' is performed.

In the analysis step S4', an iterative analysis 42 is performed based on the excavation process, and the support system 24 is adjusted according to the results of the iterative analysis 42. The support system 24 changes corresponding to the excavation process 23, and then the support system check step S5' is performed.

In the support system check step S5', the support system check 43 is performed on the support system 24. The support system check 43 is used to confirm the stability of the support system 24, and then the reinforcement check step S6' is performed.

In step S6' of the reinforcement check, the reinforcement check 44 is performed using the support system 24 and the water pressure information 25. The reinforcement check 44 is used to confirm the stability of the retaining wall, and then the output step S7' is performed. .

In the output step S7', the standardized form 14 is automatically generated according to the excavation process 23 and the support system 24, and then the establishment step S8' is executed.

In the establishment step S8', the standardized form 14 is uploaded or imported to the management platform 11 through the responsible person. The standardized form 14 contains plural specification information 26, and then the conversion step S9' is executed.

In the conversion step S9', the specification information 26 in the standardized form 14 is converted into a three-dimensional model 300 on the management platform 11 through the modeling program 15. The modeling program 15 captures the specification information 26 in the standardized form 14 and models it. The program 15 creates a corresponding three-dimensional model 300 based on the specification information 26 and the construction plan 22 .

In order to further understand the structural features, technical means and expected effects of the present invention, the actual implementation process of the present invention is described. I believe that this will provide a deeper and more specific understanding of the present invention, as follows:

Please refer to Figure 6 in conjunction with Figure 4 and Figure 5. The actual execution process of the analysis and verification system 100 according to the first embodiment of the present invention is described as follows: First, the input step S1' is executed. After the user logs in to the management platform 11 online, the user inputs the parameter information required for analysis and verification through the input module 12. 21 and the construction plan 22; then the checking step S2' is executed, and the computing module 13 performs a stability check 41 based on the parameter information 21, where the stability check 41 may include intrusion analysis, uplift analysis, uplift analysis, and sand surge analysis. etc.; then execute the creation step S3', and the computing module 13 establishes the excavation process 23 and the support system 24 based on the results of the stability check 41 and the construction plan 22; then execute the analysis step S4', and use the iterative program 17 according to the The excavation process is subjected to iterative analysis 42, and the support system 24 is adjusted according to the results of the iterative analysis 42. The support system 24 is changed corresponding to the excavation process 23, and then the support system check step S5' is executed; and then the support system check step S5 is executed. ', the computing module 13 performs the support system check 43 on the support system 24. The support system check 43 is used to confirm the stability of the support system 24; then the reinforcement check step S6' is performed, and the computing module 13 The support system 24 and the water pressure information 25 perform a reinforcement check 44, which is used to confirm the stability of the retaining wall; then the output step S7' is executed, and the analysis and check system 100 performs the analysis and verification according to the excavation process. 23 and the support system 24 automatically generate the standardized form 14; then execute the setup step S8', add the specification information 26 to the standardized form 14 through the responsible person, upload or import the standardized form 14 to the management platform 11; and finally execute the conversion Step S9', the specification information 26 in the standardized form 14 is converted into a three-dimensional model 300 on the management platform 11 through the modeling program 15. The modeling program 15 captures the specification information 26 in the standardized form 14, and the modeling program 15 Establish a corresponding three-dimensional model 300 based on the specification information 26 and the construction plan 22, and calculate the required engineering information 31 through the functions of the management platform 11.

Other examples of analysis and verification systems are provided below to allow those with ordinary skill in the art to better understand possible variations. The components designated by the same component symbols as those in the above embodiment are substantially the same as those described above with reference to FIGS. 1 and 4 . The same components, features, and advantages as those of the analysis and verification system 100 will not be described again.

Please refer to Figures 7 to 9. Figure 7 is a schematic diagram of an analysis and verification system according to the second embodiment of the present invention; Figure 8 is a block diagram illustrating the steps of the analysis and verification method according to the second embodiment of the present invention; Figure 9 is a step flow chart illustrating the actual execution process of the analysis and verification method according to the second embodiment of the present invention. As shown in FIG. 7 , the main difference between the first embodiment and the second embodiment is that the analysis and verification system 100 according to the second embodiment of the present invention further includes an output module 18 , and the output module 18 is coupled to In the database 16, the output module 18 calculates the type, unit, quantity and/or amount of the engineering components included based on the three-dimensional model 300, and the output module further applies and displays the three-dimensional model 300 and relevant information obtained during construction. Trend Model Figure 32. In this way, users can compare design parameters and analysis results through accumulated case data to help check design results. They can also compare with existing references to simultaneously improve design efficiency and design quality.

Please refer to Figure 8 in conjunction with Figure 7 and Figure 9. Based on the analysis and verification system 100 of the second embodiment, the present invention further provides an analysis and verification method for executing the analysis and verification system 100. The main difference between the first embodiment and the second embodiment is that according to The analysis and verification method of the second embodiment of the present invention further includes:

In the correction step S10', if the superimposed three-dimensional models 300 conflict and need to be corrected, the standardized form 14 is modified and the corrected three-dimensional model 300 is formed again through the modeling program 15.

In the feedback analysis step S11', the engineering information 31 stored in the database 16 of the management platform 11 is integrated or superimposed to produce a trend model diagram 32.

Please refer to Figure 9 in conjunction with Figures 7 and 8. The actual execution process of the analysis and verification system 100 according to the second embodiment of the present invention is described as follows: First, the input step S1' is executed. After the user logs in to the management platform 11 online, the user inputs the parameter information required for analysis and verification through the input module 12. 21 and the construction plan 22; then the checking step S2' is executed, and the computing module 13 performs a stability check 41 based on the parameter information 21, where the stability check 41 may include intrusion analysis, uplift analysis, uplift analysis, and sand surge analysis. etc.; then execute the creation step S3', and the computing module 13 establishes the excavation process 23 and the support system 24 based on the results of the stability check 41 and the construction plan 22; then execute the analysis step S4', and use the iterative program 17 according to the The excavation process is subjected to iterative analysis 42, and the support system 24 is adjusted according to the results of the iterative analysis 42. The support system 24 is changed corresponding to the excavation process 23, and then the support system check step S5' is executed; and then the support system check step S5 is executed. ', the computing module 13 performs the support system check 43 on the support system 24. The support system check 43 is used to confirm the stability of the support system 24; then the reinforcement check step S6' is performed, and the computing module 13 The support system 24 and the water pressure information 25 perform a reinforcement check 44. The reinforcement check 44 is used to confirm the stability of the retaining wall; then the output step S7' is executed. According to the excavation process 23 and the support system 24 Automatically generate the standardized form 14; then execute the establishment step S8', and add the specification information 26 to the standardized form 14 through the responsible person, upload or import the standardized form 14 to the management platform 11; then execute the conversion step S9', through The modeling program 15 converts the specification information 26 in the standardized form 14 into a three-dimensional model 300 on the management platform 11 , the modeling program 15 captures the specification information 26 in the standardized form 14 , and the modeling program 15 is based on the specification information 26 Establish a corresponding three-dimensional model 300 with the construction plan 22; then execute the correction step S10' to provide responsible personnel of different professional types to monitor the progress through the management platform 11. The management platform 11 integrates or superimposes the three-dimensional models 300 of different professional types, and checks different Whether there is a conflict between the three-dimensional models 300 that needs to be modified. If there is a conflict between the superimposed three-dimensional models 300 that needs to be corrected, the standardized form 14 is modified and the modified three-dimensional model 300 is formed again through the modeling program 15, and The required engineering information 31 is calculated through the functions of the management platform 11; finally, the feedback analysis step S11' is executed to integrate or superimpose the engineering information 31 stored in the database 16 of the management platform 11 to produce a trend model diagram 32.

It can be understood that those with ordinary knowledge in the technical field to which the present invention belongs can make various changes and adjustments based on the above examples, and they are not listed here one by one.

Thus, the present invention has the following implementation effects and technical effects:

First, according to the analysis and verification system 100 of the present invention, the management platform 11 can be used by users to connect and log in anytime and anywhere through the Internet, and carry out design automation reforms in the form of a cloud-based web platform, in a friendly manner. The web platform provides users with the ability to design. Thereby, the applicable scope of the analysis and verification system 100 according to the present invention is greatly enhanced.

Secondly, according to the analysis and verification system 100 of the present invention, the engineering information 31 of the three-dimensional model 300 is further calculated through the function of the management platform 11. The engineering information 31 can include all the information associated with this project, such as: development. Excavation depth, wall thickness, wall length, maximum shear force/bending moment/displacement, and soil parameters, etc. Through this, users can compare design parameters and analysis results through accumulated case data to assist in inspection The design results can also be compared with existing references to simultaneously improve design efficiency and design quality.

Third, according to the analysis and verification system 100 of the present invention, the responsible personnel of different professional types can control the progress through the management platform 11. The management platform 11 integrates or superimposes the three-dimensional models 300 of different professional types, and checks the three-dimensional models 300 of different professional types. Whether there is a conflict between the two and needs to be changed, if so, it can be modified directly on the management platform 11. At the same time, all the project information 31 stored in the database 16 can be browsed, inquired or referenced by the user through the management platform 11. If there is Projects of the same type can directly copy the engineering information 31 in the database 16 to the new project. In this way, the design automation reform is carried out in the form of a cloud-based web platform, and a friendly web platform is provided for users to design and share data to reduce the waste of repeated work.

Fourth, according to the analysis and verification system 100 of the present invention, a three-dimensional visual interface is provided by establishing a three-dimensional model 300 to achieve application values such as building information digitization and professional illustration integration, and at the same time, the performance verification result value is improved through the stability verification 41 Accuracy greatly improves the efficiency of the construction process, avoids waste of resources, and also strengthens the control of costs, schedules, quality, etc.

Fifth, according to the analysis and verification system 100 of the first embodiment of the present invention, a mechanical analysis is further performed on the retaining wall and the support system 24 through the iterative program 17. The analysis process of the iterative program 17 repeatedly iteratively calculates the axial force of the support system 24. And pre-stress, and refer to the specification information of the support system 24 to achieve convergence, and at the same time, the analysis results of the iterative program 17 are directly uploaded to the management platform 11, thereby reducing the waste of manpower and resources caused by repeated operations, and also improving the user's work The convenience and accuracy of the verification result values.

Sixth, according to the analysis and verification system 100 of the second embodiment of the present invention, the output module 18 further calculates the type, unit, quantity and/or amount of the included engineering components according to the three-dimensional model 300, and the output module further calculates the type, unit, quantity and/or amount of the included engineering components. The three-dimensional model 300 interacts with relevant information obtained during construction and displays the trend model diagram 32 . In this way, users can compare design parameters and analysis results through accumulated case data to help check design results. They can also compare with existing references to simultaneously improve design efficiency and design quality.

The above is a description of the implementation of the present invention through specific embodiments. Those with ordinary skill in the art can easily understand other advantages and effects of the present invention from the content disclosed in this specification.

The above descriptions are only preferred embodiments of the present invention and are not intended to limit the scope of the present invention; all other equivalent changes or modifications made without departing from the spirit disclosed in the present invention shall be included in the following patent scope. within.

100:Analysis and verification system 11: Management platform 12:Input module 13:Computational module 14:Standardized form 15:Modeling program 16:Database 17:Iterative program 18:Output module 21:Parameter information 22:Construction plan 23:Excavation process 24:Support system 25:Water pressure information 26:Specification information 300: 3D model 31: Engineering information 32: Trend model chart 41: Stability check 42:Iterative analysis 43: Support system check 44: Reinforcement inspection S1: Input steps S2: Verification steps S3: Establishment steps S4: Setup steps S5: Conversion steps S1': Input steps S2': Checking steps S3': Creation steps S4': Analysis steps S5': Support system verification steps S6': Reinforcement inspection steps S7': Output step S8': Setup steps S9':Conversion steps S10':Correction steps S11': Feedback analysis steps

Figure 1 is a schematic diagram of an analysis and verification system according to the present invention; Figure 2 is a block diagram illustrating the steps of the analysis and verification method according to the present invention; Figure 3 is a step flow chart illustrating the actual execution process of the analysis and verification method according to the present invention; Figure 4 is a schematic diagram of an analysis and verification system according to the first embodiment of the present invention; Figure 5 is a block diagram illustrating the steps of the analysis and verification method according to the first embodiment of the present invention; Figure 6 is a step flow chart illustrating the actual execution process of the analysis and verification method according to the first embodiment of the present invention; Figure 7 is a schematic diagram of an analysis and verification system according to a second embodiment of the present invention; Figure 8 is a block diagram illustrating the steps of the analysis and verification method according to the second embodiment of the present invention; FIG. 9 is a flow chart illustrating the actual execution process of the analysis and verification method according to the second embodiment of the present invention.

100:Analysis and verification system

11: Management platform

12:Input module

13:Computational module

14:Standardized form

15:Modeling program

16:Database

Claims (8)

An automated analysis and verification method for deep excavation projects, which is implemented on a management platform. The analysis and verification method includes: an input step, inputting complex parameter information required for analysis and verification and a construction plan; a verification A step of performing a stability check based on the parameter information, which is used to confirm the stability of the retaining wall; a creation step of establishing an excavation based on the results of the stability check and the construction plan process and a support system, and generate water pressure information corresponding to the excavation process; a setting step to establish a standardized form, and the standardized form is uploaded or imported to the management platform through the person in charge, and the The standardized form contains plural specification information; and a conversion step is to convert the specification information in the standardized form into plural three-dimensional models on the management platform through a modeling program, and the modeling program captures the standardized form The specification information in the system, and the modeling program establishes the corresponding three-dimensional models based on the specification information and the construction plan; wherein, the management platform integrates or superimposes the three-dimensional models of different professional types, and views different Whether there are conflicts between the three-dimensional models that need to be changed, if so, a correction step is performed, which is to correct the three-dimensional models on the management platform or modify the standardized form and form the correction again through the modeling program and if there is no conflict between the different three-dimensional models, the three-dimensional model further calculates the required engineering information through the functions of the management platform, and stores the engineering information in a database of the management platform At the same time, a feedback analysis step is performed, which integrates or superimposes the engineering information stored in the database of the management platform to produce a trend model diagram. The analysis and verification method as described in claim 1, wherein the analysis and verification method further includes: an analysis step, performing an iterative analysis according to the excavation process, and adjusting the support system according to the results of the iterative analysis, the support The system changes in response to the excavation process; among them, the iterative analysis performs a mechanical analysis on the retaining wall and the support system. The analysis process of the iterative analysis repeatedly and iteratively calculates the specification information and the complex pre-stress of the support system. to converge. The analysis and verification method as described in claim 1, wherein the analysis and verification method further includes a production step to automatically produce the standardized form according to the excavation process and the support system. The analysis and verification method as described in claim 1, wherein the analysis and verification method further includes: a support system verification step, which performs a support system verification for the support system, and the support system verification is used to confirm the The stability of the support system; and a reinforcement check step, which uses the support system and the water pressure information to perform a reinforcement check, and the reinforcement check is used to confirm the stability of the retaining wall; wherein , the support system inspection includes one or a combination of support force inspection, pullout force inspection, and steel penetration inspection. An analysis and verification system includes: a management platform for users to log in online; an input module built on the management platform for user input Complex parameter information and a construction plan; an operation module coupled to the input module, the operation module is used to perform a stability check based on the parameter information, and based on the results of the stability check and The construction plan is used to establish an excavation process and a support system; a standardized form is uploaded or imported to the management platform through the responsible person, and the standardized form contains multiple specification information associated with the support system ; A modeling program coupled to the computing module, the modeling program is used to receive the standardized form, and the modeling program creates corresponding plurality of three-dimensional models based on the specification information and the construction plan; And a database coupled to the modeling program, the database is used to store plural engineering information of the three-dimensional models; wherein, the management platform integrates or superimposes the three-dimensional models of different professional types, and views Whether there are conflicts between different three-dimensional models that need to be changed, if so, modify the three-dimensional models on the management platform or modify the standardized form and form the revised three-dimensional models through the modeling program again ;as well as If there is no conflict between different three-dimensional models, the three-dimensional model further calculates the required engineering information through the function of the management platform, and stores the engineering information in the database of the management platform, and at the same time, according to the management platform The engineering information stored in the database is integrated or superimposed to produce a trend model diagram. The analysis and verification system as described in request item 5, wherein all the project information stored in the database is provided for users to browse, query or refer to through the management platform. If there are projects of the same type, they can be The project information in the database is copied to the new project. The analysis and verification system as described in claim 5, wherein the analysis and verification system further includes an output module coupled to the database, and the output module calculates the engineering components included based on the three-dimensional models. category, unit, quantity and/or amount. The analysis and verification system as described in claim 7, wherein the output module further mutually applies and displays the three-dimensional models and relevant information obtained during construction.

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