TWI818280B - Automatic analysis and verification of deep excavation engineering and system thereof - Google Patents
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Abstract
Description
本發明係關於一種自動化分析檢核方法，特別係關於一種深開挖工程的分析檢核方法。The present invention relates to an automated analysis and verification method, in particular to an analysis and verification method for deep excavation projects.
土木工程設計涵蓋專業介面眾多且複雜，同時涉及土木、建築、水電、環控、機電等專業領域，彼此之間關係環環相扣，須在有限的資源下進行，施工過程又必須於現地條件限制下有效率地調整變更，造成營建流程作業效率低落，同時難以對成本、時程、品質等面向進行管控。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.
中華民國專利證書號I598853公開了一種立體建築模型管理系統，立體建築模型管理系統之主機端包含平面圖式產生模組、立體圖形產生模組及條碼產生模組。平面圖式產生模组自立體建築模型中之預設平面產生平面圖式。條碼產生模组根據平面圖式產生一條碼。立體圖形產生模組係根據預設平面選取立體建築模型之局部範圍以產生對應平面圖式之立體圖形。使用者端包含條碼讀取系統，可自平面固式讀取條碼後傳送相應之條碼資訊至主機端以取得對應之立體圖形。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.
然而，上述立體建築模型管理系統的缺點在於，轉換平面圖式及立體圖形時所需的參數輸入以及計算分析等項目人需藉由人為反覆計算，由於土木工程設計同時涉及多個專業領域，當不同分析項目經由不同的專業領域人員進行分析時，可能存在因檔案交換而產生的錯誤與遺漏，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.
此外，工程設計與知識皆會隨著工程經驗的累積而增加及進步，然而由於參數輸入以及計算分析等項目難以共享資訊，經常造成重複作業以致人力資源及金錢上的損失。因此，如何將過去耗費人力與時間的出圖流程、衝突檢核、以及數量計算以自動化方式協助處理，達成精進效率以及避免繁複的數量計算導致誤差產生，並可作為檢核之依據係為一亟需解決的問題。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.
有鑑於上述缺點，發明人乃針對該等缺點研究改進之道，終於有本發明產生。In view of the above shortcomings, the inventor researched ways to improve the shortcomings, and finally came up with the present invention.
本發明之主要目的在於提供一種深開挖工程的分析檢核方法，其係透過建模程式在管理平台上將制式化表單中的規格資訊轉化成複數立體模型，建模程式抓取制式化表單中的規格資訊，並且建模程式依據該等規格資訊搭配施工平面圖建立相對應的立體模型。藉此，提供三維視覺化介面，達成建築資訊數位化以及專業圖說整合等應用價值，將可大幅提升營建流程作業效率，在避免資源浪費的同時，亦加強對成本、時程、品質等面向的管控。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.
本發明之另一目的在於提供一種深開挖工程的分析檢核方法，其係透過分析步驟，根據該開挖工序進行迭代分析，並根據該迭代分析之結果調整支撐系統，支撐系統係對應開挖工序產生改變，其中，迭代分析係針對擋土壁體以及支撐系統進行力學分析，該迭代分析的分析過程反覆迭代計算該支撐系統的該等規格資訊以及複數預力以至收斂。藉此，減少重複作業造成人力及資源上的浪費外，亦提升使用者作業之便利性以及驗證結果數值的精準度。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.
本發明之又一目的在於提供一種深開挖工程的分析檢核系統，其係包含管理平台以及資料庫，該管理平台供使用者連線登入後使用。藉此，以雲端化網頁平台的方式進行設計自動化的改革，搭配友善的網頁平台提供使用者進行設計，同時亦可將整體設計資料輸出設計計算書與制式化表單提供後續應用，除此之外，使用者可以透過所累積的案例資料，進行設計參數與分析結果的比較，協助檢核設計成果，亦可與既有之參考文獻進行比較，同步提升設計效率與設計品質。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.
為達成上述目的及功效，本發明提供一種深開挖工程的分析檢核方法，其係實施在一管理平台上，該分析檢核方法包含：一輸入步驟，輸入分析檢核所需要之複數參數資訊以及一施工平面圖；一檢核步驟，根據該等參數資訊進行一穩定檢核，該穩定檢核係用於確認擋土壁體之穩定性；一建立步驟，根據該穩定檢核之結果以及該施工平面圖，以建立一開挖工序以及一支撐系統，並且產生與該開挖工序相對應的一水壓力資訊；一設立步驟，設立一制式化表單，該制式化表單係透過負責人員而上傳或匯入至該管理平台，該制式化表單包含複數規格資訊；以及一轉換步驟，透過一建模程式在該管理平台上將該制式化表單中的該等規格資訊轉化成複數立體模型，該建模程式抓取該制式化表單中的該等規格資訊，並且該建模程式依據該等規格資訊搭配該施工平面圖建立相對應的該等立體模型；其中，不同專業類型之負責人員透過該管理平台掌握進度，該管理平台整合或疊加不同專業類型之該等立體模型，並檢視不同的該等立體模型之間是否有衝突需要更改，若有則得以直接在該管理平台上進行修正；以及若不同的該立體模型之間沒有衝突，該立體模型進一步透過該管理平台的功能藉以計算所需的工程資訊，並將工程資訊儲存在該管理平台的一資料庫中。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.
較佳地，根據本發明之分析檢核方法，其中，該分析檢核方法進一步包含：一分析步驟，根據該開挖工序進行一迭代分析，並根據該迭代分析之結果調整該支撐系統，該支撐系統係對應該開挖工序產生改變；其中，該迭代分析係針對擋土壁體以及該支撐系統進行力學分析，該迭代分析的分析過程反覆迭代計算該支撐系統的該等規格資訊以及複數預力以至收斂。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.
較佳地，根據本發明之分析檢核方法，其中，該分析檢核方法進一步包含一產出步驟，根據該開挖工序以及該支撐系統自動產出該制式化表單。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.
較佳地，根據本發明之分析檢核方法，其中，該分析檢核方法進一步包含：一支撐系統檢核步驟，針對該支撐系統執行一支撐系統檢核，該支撐系統檢核係用於確認該支撐系統之穩定性；以及一配筋檢核步驟，藉由該支撐系統以及該等水壓力資訊執行一配筋檢核，該配筋檢核係用於確認擋土壁體之穩定性；其中，該支撐系統檢核包含支承力檢核、拉拔力檢核、以及型鋼貫入檢核其中之一或其組合。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.
較佳地，根據本發明之分析檢核方法，其中，該分析檢核方法進一步包含一回饋分析步驟，其係根據該管理平台的該資料庫所儲存之該等工程資訊進行整合或疊加，產出一趨勢模型圖。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.
較佳地，根據本發明之分析檢核方法，其中，該分析檢核方法進一步包含一修正步驟，當疊加後的該等立體模型若有衝突需要修正，則修正該制式化表單並再次經由該建模程式形成修正後的該等立體模型。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.
又，為達上述目的，本發明係根據上述之分析檢核方法為基礎，進一步提供一種分析檢核系統，其係包含有：一管理平台，該管理平台供使用者連線登入後使用；一輸入模組，其係建置於該管理平台上，該輸入模組係用於供使用者輸入複數參數資訊以及一施工平面圖；一運算模組，其係耦接於該輸入模組，該運算模組係用於根據該等參數資訊進行一穩定檢核，並且根據該穩定檢核的結果以及該施工平面圖，以建立一開挖工序以及一支撐系統；一制式化表單，其係透過負責人員而上傳或匯入至該管理平台，該制式化表單包含與該支撐系統相關聯之複數規格資訊；一建模程式，其係耦接於該運算模組，該建模程式係用於接收該制式化表單，該建模程式依據該等規格資訊搭配該施工平面圖建立相對應的複數立體模型；以及一資料庫，其係耦接於該建模程式，該資料庫係用於儲存該等立體模型的複數工程資訊。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.
較佳地，根據本發明之分析檢核系統，其中，該資料庫中儲存的所有該等工程資訊，其係藉由該管理平台供使用者瀏覽查詢或參考，若有同類型的專案，得以將該資料庫中的該等工程資訊複製到新專案。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.
較佳地，根據本發明之分析檢核系統，其中，該分析檢核系統進一步包含一輸出模組，其係耦接於該資料庫，該輸出模組根據該等立體模型計算所包含的工程元件的類別、單位、數量及/或金額。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.
較佳地，根據本發明之分析檢核系統，其中，該輸出模組進一步將該等立體模型與施工中所得之相關資訊相互應用及展示。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.
綜上，本發明所提供之深開挖工程的分析檢核方法及其系統，透過建模程式在管理平台上將制式化表單中的規格資訊轉化成複數立體模型，提供三維視覺化介面，達成建築資訊數位化以及專業圖說整合等應用價值，將可大幅提升營建流程作業效率，在避免資源浪費的同時，亦加強對成本、時程、品質等面向的管控。此外，本發明進一步透過分析步驟，根據該開挖工序進行迭代分析，並根據該迭代分析之結果調整支撐系統，支撐系統係對應開挖工序產生改變，其中，迭代分析係針對擋土壁體以及支撐系統進行力學分析，該迭代分析的分析過程反覆迭代計算該支撐系統的該等規格資訊以及複數預力以至收斂。藉此，減少重複作業造成人力及資源上的浪費外，亦提升使用者作業之便利性以及驗證結果數值的精準度。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.
爲使熟悉該項技藝人士瞭解本發明之目的、特徵及功效，茲藉由下述具體實施例，並配合所附之圖式，對本發明詳加說明如下。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.
現在將參照其中示出本發明概念的示例性實施例的附圖 在下文中更充分地闡述本發明概念。以下藉由參照附圖更詳細地闡述的示例性實施例，本發明概念的優點及特徵以及其達成方法將顯而易見。然而，應注意，本發明概念並非僅限於以下示例性實施例，而是可實施為各種形式。因此，提供示例性實施例僅是為了揭露本發明概念並使熟習此項技術者瞭解本發明概念的類別。在圖式中，本發明概念的示例性實施例並非僅限於本文所提供的特定實例且為清晰起見而進行誇大。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.
本文所用術語僅用於闡述特定實施例，而並非旨在限制本發明。除非上下文中清楚地另外指明，否則本文所用的單數形式的用語「一」及「該」旨在亦包括複數形式。本文所用的用語「及/或」包括相關所列項其中一或多者的任意及所有組合。應理解，當稱元件「連接」或「耦合」至另一元件時，所述元件可直接連接或耦合至所述另一元件或可存在中間元件。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.
相似地，應理解，當稱一個元件(例如層、區或基板)位於另一元件「上」時，所述元件可直接位於所述另一元件上，或可存在中間元件。相比之下，用語「直接」意指不存在中間元件。更應理解，當在本文中使用用語「包括」、「包含」時，是表明所陳述的特徵、整數、步驟、操作、元件、及/或組件的存在，但不排除一或多個其他特徵、整數、步驟、操作、元件、組件、及/或其群組的存在或添加。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.
此外，將藉由作為本發明概念的理想化示例性圖的剖視圖來闡述詳細說明中的示例性實施例。相應地，可根據製造技術及/或可容許的誤差來修改示例性圖的形狀。因此，本發明概念的示例性實施例並非僅限於示例性圖中所示出的特定形狀，而是可包括可根據製造製程而產生的其他形狀。圖式中所例示的區域具有一般特性，且用於說明元件的特定形狀。因此，此不應被視為僅限於本發明概念的範圍。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.
亦應理解，儘管本文中可能使用用語「第一」、「第二」、「第三」等來闡述各種元件，然而該些元件不應受限於該些用語。該些用語僅用於區分各個元件。因此，某些實施例中的第一元件可在其他實施例中被稱為第二元件，而此並不背離本發明的教示內容。本文中所闡釋及說明的本發明概念的態樣的示例性實施例包括其互補對應物。本說明書通篇中，相同的參考編號或相同的指示物表示相同的元件。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.
此外，本文中參照剖視圖及/或平面圖來闡述示例性實施例，其中所述剖視圖及/或平面圖是理想化示例性說明圖。因此，預期存在由例如製造技術及/或容差所造成的相對於圖示形狀的偏離。因此，示例性實施例不應被視作僅限於本文中所示區的形狀，而是欲包括由例如製造所導致的形狀偏差。因此，圖中所示的區為示意性的，且其形狀並非旨在說明裝置的區的實際形狀、亦並非旨在限制示例性實施例的範圍。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.
請參閱圖1至圖3所示，圖1為根據本發明之分析檢核系統的示意圖；圖2為說明根據本發明之分析檢核方法的步驟方塊圖；圖3為說明根據本發明之分析檢核方法實際執行過程之步驟流程圖。如圖1所示，根據本發明之分析檢核系統100包括：管理平台11、輸入模組12、運算模組13、制式化表單14、建模程式15、以及資料庫16。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
具體地，根據本發明之管理平台11，其係供使用者連線登入後使用，管理平台11可以為包含軟體、硬體、以及韌體之組合。管理平台111可以建置於雲端伺服器，或者管理平台11可以建置於例如為個人電腦或智慧型手機中，其狀態皆為已連線至網際網路。此外，管理平台11可以藉由網際網路供使用者隨時隨地連線登入後使用，以雲端化網頁平台的方式進行設計自動化的改革，以友善的網頁平台提供使用者進行設計。藉此，大幅提升根據本發明之分析檢核系統100的適用範圍，然而本發明不限於此。Specifically, according to the
具體地，根據本發明之輸入模組12，其係用於接收參數資訊21以及施工平面圖22，其中，參數資訊21可以是藉由地質調查階段進行力學試驗求得所需要的地質強度參數，例如：地盤反力、土壓力係數、彈性模數、以及岩土強度參數等。施工平面圖22可以為使用2D之CAD繪圖技術繪製的設計圖、施工圖、以及竣工圖其中之一或其組合，然而本發明不限於此。Specifically, according to the
具體地，根據本發明之運算模組13，其係耦接於輸入模組12，運算模組13係用於根據參數資訊21進行穩定檢核41，並且根據穩定檢核41的結果建立開挖工序23以及支撐系統24，同時產生與開挖工序23相對應的水壓力資訊25。需要進一步說明的是，穩定檢核41可以包含內擠分析、***分析、上舉分析、砂湧分析等，穩定檢核41係用於確認擋土壁體之穩定性，然而本發明不限於此。在本發明中，用詞「擋土壁體」係指為了防止周圍地層崩塌以確保地下開挖之作業得以順利進行之臨時構造作業。Specifically, according to the
值得一提的是，根據本發明之運算模組13，在執行穩定檢核41後，可以透過不同的顏色標記顯示擋土壁體是否達到規範安全係數要求，舉例而言，當穩定檢核41標記為紅色時，表示已執行過檢核，但未達規範安全係數要求；當穩定檢核41標記為綠色時，表示已執行過檢核，且達規範安全係數要求；當穩定檢核41標記為藍色時，表示已執行過檢核，但各階段開挖安全係數未必皆達規範安全係數要求，使用者須進一步確認；當穩定檢核41標記為黑色時，表示未執行過檢核。如此一來，透過管理平台11顯示穩定檢核41之狀態標記為不同的顏色，有效提升使用者作業之便利性外，亦減少使用者作業時產生的錯誤與遺漏。It is worth mentioning that according to the
具體地，根據本發明之制式化表單14，其係透過負責人員而上傳或匯入至管理平台11，制式化表單14包含與支撐系統24相關聯之規格資訊26。需要進一步說明的是，在一些實施例中，分析檢核系統100可以根據開挖工序23以及支撐系統24自動產出制式化表單14，以供使用者輸入與支撐系統24相關聯之規格資訊26，然而本發明不限於此。Specifically, according to the
具體地，根據本發明之建模程式15，其係耦接於運算模組13，建模程式15接收制式化表單14後，建模程式15依據規格資訊26搭配施工平面圖22建立相對應的複數立體模型300。需要進一步說明的是，建模程式15係用於產生立體模型300，立體模型300可以包含有三維空間中的幾何資訊，立體模型300具有長度方向x、寬度方向y、以及高度方向z，然而本發明不限於此。值得一提的是，立體模型300亦可以包含有四維空間(三維空間加上時間)、五維空間(三維空間加上時間以及金錢)、或者複數維度空間等資訊，不須特別限制。Specifically, according to the
具體地，根據本發明之資料庫16，其係耦接於建模程式15，資料庫16係用於儲存立體模型300的工程資訊31。需要進一步說明的是，立體模型300可以進一步透過管理平台11的功能藉以計算所需的工程資訊31，其中，工程資訊31可以包含與本次專案相關聯的所有資訊，例如：開挖深度、壁體厚度、壁體長杜、最大剪力/彎矩/變位、以及土壤參數等，然而本發明不限於此。藉此，使用者可以透過所累積的案例資料，進行設計參數與分析結果的比較，協助檢核設計成果，亦可與既有之參考文獻進行比較，同步提升設計效率與設計品質。Specifically, according to the
值得一提的是，根據本發明之分析檢核系統100，可以提供不同專業類型之負責人員透過管理平台11掌握進度，管理平台11整合或疊加不同專業類型之立體模型300，並檢視不同的立體模型300之間是否有衝突需要更改，若有則得以直接在管理平台11上進行修正。此外，資料庫16中儲存的所有工程資訊31，其係可以藉由管理平台11供使用者瀏覽查詢或參考，若有同類型的專案，得以將資料庫16中的工程資訊31直接複製到新專案。藉此，以雲端化網頁平台的方式進行設計自動化的改革，搭配友善的網頁平台提供使用者進行設計，達成共享資料以減少重複作業的浪費。It is worth mentioning that according to the analysis and
請參閱圖2，並搭配圖1及圖3所示。本發明係以的分析檢核系統100為基礎，進一步提供一種執行分析檢核系統100的分析檢核方法，係包含下列步驟：Please refer to Figure 2 in conjunction with Figures 1 and 3. The present invention is based on the analysis and
輸入步驟S1，輸入分析檢核所需要之參數資訊21以及施工平面圖22，接著執行檢核步驟S2。Input step S1, input the
檢核步驟S2，根據參數資訊21進行穩定檢核41，穩定檢核41係用於確認擋土壁體之穩定性，接著執行建立步驟S3。In the checking step S2, a
建立步驟S3，根據穩定檢核41之結果以及施工平面圖22，以建立開挖工序23以及支撐系統24，並且產生與開挖工序23相對應的水壓力資訊25，接著執行設立步驟S4。In the establishment step S3, the
設立步驟S4，設立制式化表單14，制式化表單14係透過負責人員而上傳或匯入至管理平台11，制式化表單14包含複數規格資訊26，接著執行轉換步驟S5。In the establishment step S4, a
轉換步驟S5，透過建模程式15在管理平台11上將制式化表單14中的規格資訊26轉化成立體模型300，建模程式15抓取制式化表單14中的規格資訊26，並且建模程式15依據規格資訊26搭配施工平面圖22建立相對應的立體模型300。In conversion step S5, the
為供進一步瞭解本發明構造特徵、運用技術手段及所預期達成之功效，茲將本發明實際執行過程加以敘述，相信當可由此而對本發明有更深入且具體瞭解，如下所述：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:
請參閱圖3，並搭配圖1及圖2所示。根據本發明之分析檢核系統100實際執行過程說明如下：首先執行輸入步驟S1，使用者連線登入管理平台11後，透過輸入模組12輸入分析檢核所需要之參數資訊21以及施工平面圖22；接著執行檢核步驟S2，運算模組13根據參數資訊21進行穩定檢核41，其中，穩定檢核41可以包含內擠分析、***分析、上舉分析、砂湧分析等；之後執行建立步驟S3，運算模組13根據穩定檢核41的結果以及施工平面圖22，以建立開挖工序23以及支撐系統24；隨後執行設立步驟S4，透過負責人員於制式化表單14上加入規格資訊26，上傳或匯入制式化表單14至管理平台11；最後執行轉換步驟S5，透過建模程式15在管理平台11上將制式化表單14中的規格資訊26轉化成立體模型300，建模程式15抓取制式化表單14中的規格資訊26，並且建模程式15依據規格資訊26搭配施工平面圖22建立相對應的立體模型300，並透過管理平台11的功能藉以計算所需的工程資訊31。Please refer to Figure 3 in conjunction with Figure 1 and Figure 2. The actual execution process of the analysis and
藉此，根據本發明之分析檢核系統100，藉由建立立體模型300提供三維視覺化介面，達成建築資訊數位化及專業圖說整合等應用價值，同時透過檢核步驟S2以根據參數資訊21進行穩定檢核41，提升性能驗證結果數值的精準度外，大幅提升營建流程作業效率，達成避免資源浪費外，亦加強對成本、時程、品質等面向的管控。Thereby, according to the analysis and
以下，參照圖式，說明本發明的分析檢核系統100的第一實施之實施形態，以使本發明所屬技術領域中具有通常知識者更清楚的理解可能的變化。以與上述相同的元件符號指示的元件實質上相同於上述參照圖1至圖3所敘述者。與分析檢核系統100相同的元件、特徵、和優點將不再贅述。The following describes the first implementation of the analysis and
請參閱圖4至圖6所示，圖4為根據本發明第一實施例之分析檢核系統的示意圖；圖5為說明根據本發明第一實施例之分析檢核方法的步驟方塊圖；圖6 為說明根據本發明第一實施例之分析檢核方法實際執行過程之步驟流程圖。如圖4所示，根據本發明第一實施例之分析檢核系統100包括：管理平台11、輸入模組12、運算模組13、制式化表單14、建模程式15、資料庫16、以及迭代程式17。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
具體地，根據本發明第一實施例之分析檢核系統100，如圖4所示，分析檢核系統100係進一步包含迭代程式17，迭代程式17係針對擋土壁體以及支撐系統24進行力學分析，迭代程式17的分析過程反覆迭代計算支撐系統24的軸力(圖未示)以及預力(圖未示)，並且參照支撐系統24的規格資訊26以至收斂，同時將迭代程式17的分析結果直接上傳至管理平台11，藉此，減少重複作業造成人力及資源上的浪費外，亦提升使用者作業之便利性以及驗證結果數值的精準度，然而本發明不限於此。Specifically, according to the analysis and
具體地，根據本發明第一實施例之分析檢核系統100，其係進一步根據開挖工序23以及支撐系統24自動產出該制式化表單14，藉此將制式化表單14提供給負責人員從而加入規格資訊26，達成使用標準資料格式減少因檔案交換而產生的錯誤與遺漏，然而本發明不限於此。Specifically, according to the analysis and
藉此，由上述說明可知，相較於過往需反覆迭代計算支撐系統的型號與預力，其為深開挖分析過程中最為耗費時間之程序之一，根據本發明第一實施例之分析檢核系統100，藉由迭代程式17以自動化方式執行迭代分析42，並將其分析結果自動上傳至管理平台11，後續即可再進行支撐系統檢核43與擋土壁體的配筋檢核44，達成高度便利性及廣泛適用性之功效。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
需要進一步說明的是，支撐系統檢核43係可以針對水平支撐、圍囹、以及中間樁材料等，並且中間樁檢核包含支承力檢核、拉拔力檢核、以及型鋼貫入檢核其中之一或其組合，然而本發明不限於此。It should be further explained that the
請參閱圖5，並搭配圖4及圖6所示。本發明係以第一實施例之分析檢核系統100為基礎，進一步提供一種執行分析檢核系統100的的分析檢核方法，係包含下列步驟：Please refer to Figure 5 in conjunction with Figure 4 and Figure 6. Based on the analysis and
輸入步驟S1'，輸入分析檢核所需要之參數資訊21以及施工平面圖22，接著執行檢核步驟S2'。Input step S1', input the
檢核步驟S2'，根據參數資訊21進行穩定檢核41，穩定檢核41係用於確認擋土壁體之穩定性，接著執行建立步驟S3'。In the checking step S2', a
建立步驟S3'，根據穩定檢核41之結果以及施工平面圖22，以建立開挖工序23以及支撐系統24，並且產生與開挖工序23相對應的水壓力資訊25， 接著執行分析步驟S4'。In the establishment step S3', the
分析步驟S4'，根據該開挖工序進行迭代分析42，並根據迭代分析42之結果調整支撐系統24，支撐系統24係對應開挖工序23產生改變，接著執行支撐系統檢核步驟S5'。In the analysis step S4', an
支撐系統檢核步驟S5'，針對支撐系統24執行支撐系統檢核43，支撐系統檢核43係用於確認支撐系統24之穩定性，接著執行配筋檢核步驟S6'。In the support system check step S5', the support system check 43 is performed on the
配筋檢核步驟S6'，藉由該支撐系統24以及水壓力資訊25執行配筋檢核44，配筋檢核44係用於確認擋土壁體之穩定性，接著執行產出步驟S7'。In step S6' of the reinforcement check, the
產出步驟S7'，根據開挖工序23以及支撐系統24自動產出制式化表單14，接著執行設立步驟S8'。In the output step S7', the
設立步驟S8'，制式化表單14係透過負責人員而上傳或匯入至該管理平台11，制式化表單14包含複數規格資訊26，接著執行轉換步驟S9'。In the establishment step S8', the
轉換步驟S9'，透過建模程式15在管理平台11上將制式化表單14中的規格資訊26轉化成立體模型300，建模程式15抓取制式化表單14中的規格資訊26，並且建模程式15依據規格資訊26搭配施工平面圖22建立相對應的立體模型300。In the conversion step S9', the
為供進一步瞭解本發明構造特徵、運用技術手段及所預期達成之功效，茲將本發明實際執行過程加以敘述，相信當可由此而對本發明有更深入且具體瞭解，如下所述：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:
請參閱圖6，並搭配圖4及圖5所示。根據本發明第一實施例之分析檢核系統100實際執行過程說明如下：首先執行輸入步驟S1'，使用者連線登入管理平台11後，透過輸入模組12輸入分析檢核所需要之參數資訊21以及施工平面圖22；接著執行檢核步驟S2'，運算模組13根據參數資訊21進行穩定檢核41，其中，穩定檢核41可以包含內擠分析、***分析、上舉分析、砂湧分析等；之後執行建立步驟S3'，運算模組13根據穩定檢核41的結果以及施工平面圖22，以建立開挖工序23以及支撐系統24；隨後執行分析步驟S4'，藉由迭代程式17根據該開挖工序進行迭代分析42，並根據迭代分析42之結果調整支撐系統24，支撐系統24係對應開挖工序23產生改變，接著執行支撐系統檢核步驟S5'；之後執行支撐系統檢核步驟S5'，運算模組13係針對支撐系統24執行支撐系統檢核43，支撐系統檢核43係用於確認支撐系統24之穩定性；接著執行配筋檢核步驟S6'，運算模組13藉由該支撐系統24以及水壓力資訊25執行配筋檢核44，配筋檢核44係用於確認擋土壁體之穩定性；隨後執行產出步驟S7'，分析檢核系統100根據開挖工序23以及支撐系統24自動產出制式化表單14；之後執行設立步驟S8'，透過負責人員於制式化表單14上加入規格資訊26，上傳或匯入制式化表單14至管理平台11；最後執行轉換步驟S9'，透過建模程式15在管理平台11上將制式化表單14中的規格資訊26轉化成立體模型300，建模程式15抓取制式化表單14中的規格資訊26，並且建模程式15依據規格資訊26搭配施工平面圖22建立相對應的立體模型300，並透過管理平台11的功能藉以計算所需的工程資訊31。Please refer to Figure 6 in conjunction with Figure 4 and Figure 5. The actual execution process of the analysis and
以下提供分析檢核系統的其他示例，以使本發明所屬技術領域中具有通常知識者更清楚的理解可能的變化。以與上述實施例相同的元件符號指示的元件實質上相同於上述參照圖1、圖4所敘述者。與分析檢核系統100相同的元件、特徵、和優點將不再贅述。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
請參閱圖7至圖9所示，圖7為根據本發明第二實施例之分析檢核系統的示意圖；圖8為說明根據本發明第二實施例之分析檢核方法的步驟方塊圖；圖9 為說明根據本發明第二實施例之分析檢核方法實際執行過程之步驟流程圖。如圖7所示，第一實施例與第二實施例主要的差別在於，根據本發明第二實施例之分析檢核系統100其係進一步包含一輸出模組18，輸出模組18係耦接於資料庫16，輸出模組18根據立體模型300計算所包含的工程元件的類別、單位、數量及/或金額，並且輸出模組進一步將立體模型300與施工中所得之相關資訊相互應用及展示趨勢模型圖32。如此一來，使用者可以透過所累積的案例資料，進行設計參數與分析結果的比較，協助檢核設計成果，亦可與既有之參考文獻進行比較，同步提升設計效率與設計品質。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
請參閱圖8，並搭配圖7及圖9所示。本發明係以第二實施例之分析檢核系統100為基礎，進一步提供一種執行分析檢核系統100的的分析檢核方法，其中，第一實施例與第二實施例主要的差別在於，根據本發明第二實施例之分析檢核方法係進一步包含：Please refer to Figure 8 in conjunction with Figure 7 and Figure 9. Based on the analysis and
修正步驟S10'，當疊加後的該等立體模型300若有衝突需要修正時，則修正制式化表單14並再次經由建模程式15形成修正後的立體模型300。In the correction step S10', if the superimposed three-
回饋分析步驟S11'，根據管理平台11的資料庫16所儲存之工程資訊31進行整合或疊加，產出趨勢模型圖32。In the feedback analysis step S11', the
請參閱圖9，並搭配圖7及圖8所示。根據本發明第二實施例之分析檢核系統100實際執行過程說明如下：首先執行輸入步驟S1'，使用者連線登入管理平台11後，透過輸入模組12輸入分析檢核所需要之參數資訊21以及施工平面圖22；接著執行檢核步驟S2'，運算模組13根據參數資訊21進行穩定檢核41，其中，穩定檢核41可以包含內擠分析、***分析、上舉分析、砂湧分析等；之後執行建立步驟S3'，運算模組13根據穩定檢核41的結果以及施工平面圖22，以建立開挖工序23以及支撐系統24；隨後執行分析步驟S4'，藉由迭代程式17根據該開挖工序進行迭代分析42，並根據迭代分析42之結果調整支撐系統24，支撐系統24係對應開挖工序23產生改變，接著執行支撐系統檢核步驟S5'；之後執行支撐系統檢核步驟S5'，運算模組13係針對支撐系統24執行支撐系統檢核43，支撐系統檢核43係用於確認支撐系統24之穩定性；接著執行配筋檢核步驟S6'，運算模組13藉由該支撐系統24以及水壓力資訊25執行配筋檢核44，配筋檢核44係用於確認擋土壁體之穩定性；隨後執行產出步驟S7'，根據開挖工序23以及支撐系統24自動產出制式化表單14；之後執行設立步驟S8'，透過負責人員於制式化表單14上加入規格資訊26，上傳或匯入制式化表單14至管理平台11；隨後執行轉換步驟S9'，透過建模程式15在管理平台11上將制式化表單14中的規格資訊26轉化成立體模型300，建模程式15抓取制式化表單14中的規格資訊26，並且建模程式15依據規格資訊26搭配施工平面圖22建立相對應的立體模型300；之後執行修正步驟S10'，提供不同專業類型之負責人員透過管理平台11掌握進度，管理平台11整合或疊加不同專業類型之立體模型300，並檢視不同的立體模型300之間是否有衝突需要更改，當疊加後的該等立體模型300若有衝突需要修正時，則修正制式化表單14並再次經由建模程式15形成修正後的立體模型300，並透過管理平台11的功能藉以計算所需的工程資訊31；最後執行回饋分析步驟S11'，根據管理平台11的資料庫16所儲存之工程資訊31進行整合或疊加，產出趨勢模型圖32。Please refer to Figure 9 in conjunction with Figures 7 and 8. The actual execution process of the analysis and
可以理解的是，本發明所屬技術領域中具有通常知識者能夠基於上述示例再作出各種變化和調整，在此不再一一列舉。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.
藉此，本發明具有以下之實施功效及技術功效：Thus, the present invention has the following implementation effects and technical effects:
其一，根據本發明之分析檢核系統100，藉由管理平台11可以藉由網際網路供使用者隨時隨地連線登入後使用，以雲端化網頁平台的方式進行設計自動化的改革，以友善的網頁平台提供使用者進行設計。藉此，大幅提升根據本發明之分析檢核系統100的適用範圍。First, according to the analysis and
其二，根據本發明之分析檢核系統100，進一步透過管理平台11的功能藉以計算立體模型300的工程資訊31，其中，工程資訊31可以包含與本次專案相關聯的所有資訊，例如：開挖深度、壁體厚度、壁體長度、最大剪力/彎矩/變位、以及土壤參數等，藉此，使用者可以透過所累積的案例資料，進行設計參數與分析結果的比較，協助檢核設計成果，亦可與既有之參考文獻進行比較，同步提升設計效率與設計品質。Secondly, according to the analysis and
其三，根據本發明之分析檢核系統100，可以提供不同專業類型之負責人員透過管理平台11掌握進度，管理平台11整合或疊加不同專業類型之立體模型300，並檢視不同的立體模型300之間是否有衝突需要更改，若有則得以直接在管理平台11上進行修正，同時資料庫16中儲存的所有工程資訊31，其係可以藉由管理平台11供使用者瀏覽查詢或參考，若有同類型的專案，得以將資料庫16中的工程資訊31直接複製到新專案。藉此，以雲端化網頁平台的方式進行設計自動化的改革，搭配友善的網頁平台提供使用者進行設計，達成共享資料以減少重複作業的浪費。Third, according to the analysis and
其四，根據本發明之分析檢核系統100，藉由建立立體模型300提供三維視覺化介面，達成建築資訊數位化及專業圖說整合等應用價值，同時透過穩定檢核41提升性能驗證結果數值的精準度，大幅提升營建流程作業效率，達成避免資源浪費外，亦加強對成本、時程、品質等面向的管控。Fourth, according to the analysis and
其五，根據本發明第一實施例之分析檢核系統100，進一步透過迭代程式17針對擋土壁體以及支撐系統24進行力學分析，迭代程式17的分析過程反覆迭代計算支撐系統24的軸力以及預力，並且參照支撐系統24的規格資訊以至收斂，同時將迭代程式17的分析結果直接上傳至管理平台11，藉此，減少重複作業造成人力及資源上的浪費外，亦提升使用者作業之便利性以及驗證結果數值的精準度。Fifth, according to the analysis and
其六，根據本發明第二實施例之分析檢核系統100，進一步透過輸出模組18根據立體模型300計算所包含的工程元件的類別、單位、數量及/或金額，並且輸出模組進一步將立體模型300與施工中所得之相關資訊相互應用及展示趨勢模型圖32。如此一來，使用者可以透過所累積的案例資料，進行設計參數與分析結果的比較，協助檢核設計成果，亦可與既有之參考文獻進行比較，同步提升設計效率與設計品質。Sixth, according to the analysis and
以上係藉由特定的具體實施例說明本發明之實施方式，所屬技術領域具有通常知識者可由本說明書所揭示之內容輕易地瞭解本發明之其他優點及功效。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.
以上所述僅為本發明之較佳實施例，並非用以限定本發明之範圍；凡其它未脫離本發明所揭示之精神下所完成之等效改變或修飾，均應包含在下述之專利範圍內。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:分析檢核系統 11:管理平台 12:輸入模組 13:運算模組 14:制式化表單 15:建模程式 16:資料庫 17:迭代程式 18:輸出模組 21:參數資訊 22:施工平面圖 23:開挖工序 24:支撐系統 25:水壓力資訊 26:規格資訊 300:立體模型 31:工程資訊 32:趨勢模型圖 41:穩定檢核 42:迭代分析 43:支撐系統檢核 44:配筋檢核 S1:輸入步驟 S2:檢核步驟 S3:建立步驟 S4:設立步驟 S5:轉換步驟 S1':輸入步驟 S2':檢核步驟 S3':建立步驟 S4':分析步驟 S5':支撐系統檢核步驟 S6':配筋檢核步驟 S7':產出步驟 S8':設立步驟 S9':轉換步驟 S10':修正步驟 S11':回饋分析步驟 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
圖1為根據本發明之分析檢核系統的示意圖； 圖2為說明根據本發明之分析檢核方法的步驟方塊圖； 圖3為說明根據本發明之分析檢核方法實際執行過程之步驟流程圖； 圖4為根據本發明第一實施例之分析檢核系統的示意圖； 圖5為說明根據本發明第一實施例之分析檢核方法的步驟方塊圖； 圖6 為說明根據本發明第一實施例之分析檢核方法實際執行過程之步驟流程圖； 圖7為根據本發明第二實施例之分析檢核系統的示意圖； 圖8為說明根據本發明第二實施例之分析檢核方法的步驟方塊圖； 圖9 為說明根據本發明第二實施例之分析檢核方法實際執行過程之步驟流程圖。 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:分析檢核系統 100:Analysis and verification system
11:管理平台 11: Management platform
12:輸入模組 12:Input module
13:運算模組 13:Computational module
14:制式化表單 14:Standardized form
15:建模程式 15:Modeling program
16:資料庫 16:Database
Claims (8)
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