TWI731548B - Planning method for cutting angle processing of steel structure - Google Patents

Planning method for cutting angle processing of steel structure Download PDF

Info

Publication number
TWI731548B
TWI731548B TW109100937A TW109100937A TWI731548B TW I731548 B TWI731548 B TW I731548B TW 109100937 A TW109100937 A TW 109100937A TW 109100937 A TW109100937 A TW 109100937A TW I731548 B TWI731548 B TW I731548B
Authority
TW
Taiwan
Prior art keywords
cut
angle
steel structure
vector
view
Prior art date
Application number
TW109100937A
Other languages
Chinese (zh)
Other versions
TW202127163A (en
Inventor
黃建程
Original Assignee
廣達國際機械有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 廣達國際機械有限公司 filed Critical 廣達國際機械有限公司
Priority to TW109100937A priority Critical patent/TWI731548B/en
Priority to CN202110023688.5A priority patent/CN113111407A/en
Priority to KR1020210002743A priority patent/KR102480316B1/en
Application granted granted Critical
Publication of TWI731548B publication Critical patent/TWI731548B/en
Publication of TW202127163A publication Critical patent/TW202127163A/en

Links

Images

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/13Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/12Geometric CAD characterised by design entry means specially adapted for CAD, e.g. graphical user interfaces [GUI] specially adapted for CAD

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Geometry (AREA)
  • General Physics & Mathematics (AREA)
  • Theoretical Computer Science (AREA)
  • Architecture (AREA)
  • Computer Hardware Design (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Pure & Applied Mathematics (AREA)
  • Evolutionary Computation (AREA)
  • Mathematical Optimization (AREA)
  • Mathematical Analysis (AREA)
  • Computational Mathematics (AREA)
  • Electromagnetism (AREA)
  • Human Computer Interaction (AREA)
  • Numerical Control (AREA)

Abstract

一種鋼構之截角加工規劃方法,首先於一工作介面上顯示一工件預覽區及一截角位置設定區,工件預覽區用以顯示一待加工鋼構之至少一正投影向量視圖,而截角位置設定區具有對應正投影向量視圖之四個截角位置圖形;接著選擇其中一個截角位置圖形,並輸入一截角的縱向及橫向之長度尺寸後,即可透過向量運算而在正投影向量視圖上顯示出相對應的截角區域標記。 A method for planning a cut angle processing of a steel structure. First, a workpiece preview area and a cut angle position setting area are displayed on a work interface. The workpiece preview area is used to display at least one orthographic vector view of a steel structure to be processed, and the cut The corner position setting area has four truncated corner position graphs corresponding to the orthographic projection vector view; then select one of the truncated corner position graphs, and enter the longitudinal and transverse length dimensions of a truncated corner, and then you can use vector calculations to perform the orthographic projection The corresponding truncated area mark is displayed on the vector view.

Description

鋼構之截角加工規劃方法 Planning method for cutting angle processing of steel structure

本發明與鋼構建材的設計方法有關,特別是指一種鋼構之截角加工規劃方法。 The present invention is related to the design method of steel construction materials, and particularly refers to a method for processing and planning of the cut corners of steel structures.

在籌建建築物的準備過程中,會先設計及統計所需鋼構建材的規格及數量,以利控管成本,並有利後續工程的順利進行。而近年來因電腦科技發達,鋼構建材的設計工作可藉由編寫程式完成,再由加工機台依程式執行所需的加工動作。 In the preparation process for building construction, the specifications and quantity of the required steel construction materials will be designed and counted in order to control costs and facilitate the smooth progress of subsequent projects. In recent years, due to the development of computer technology, the design of steel construction materials can be completed by programming, and then the processing machine executes the required processing actions according to the program.

而以鋼構建材的截角加工而言,如第7圖所示,為習知一種用於鋼構建材之截角設定介面,其主要是利用不同截角的邊長比例先行建置出所需的截角尺寸列表71,供使用者後續可藉由於一程式編寫頁面72中輸入截角起始位置值以及所需的截角尺寸代碼,以完成截角加工程式之編寫。然而此種利用長寬比例所建立出的截角尺寸,在設定上必須先行建置出所需的截角尺寸列表71而相當麻煩、耗時,且其截角的角度設定只限於45度以下,超過即無法顯示。 As for the cut angle processing of steel construction materials, as shown in Figure 7, it is a conventional cut angle setting interface for steel construction materials. It mainly uses the side length ratios of different cut angles to build the factory in advance. The required cut-off angle size list 71 is for the user to input the starting position value of the cut-off angle and the required cut-off angle size code in the programming page 72 to complete the preparation of the cut-off angle processing program. However, for this kind of cut-off angle size created by the aspect ratio, the required cut-off angle size list 71 must be created in the setting first, which is quite troublesome and time-consuming, and the angle setting of the cut-off angle is limited to 45 degrees or less. , It cannot be displayed if it exceeds.

另如第8圖所示,為習知另一種用於鋼構建材之截角設定介面,此種截角設定介面則是利用標記座標位置的方式先行建置出所需的截角座標點列表81,而同樣可供使用者後續可藉由於一程式編寫頁面82中輸入截角起始位置值以及所需的截角座標點代碼,以完成截角加工程式之編寫。而 此種利用標記座標點位置的方式,在設定上雖無角度的限制,但座標位置所需之參數在設定上相當繁瑣,因此同樣有設定上過於麻煩、耗時之問題存在。 As shown in Figure 8, another conventional cut-off angle setting interface for steel construction materials. This cut-off angle setting interface uses the method of marking the coordinate position to first build the required cut-off angle coordinate point list. 81, and it is also available for the user to input the starting position value of the cut-off angle and the required cut-off coordinate point code in a programming page 82 to complete the preparation of the cut-off processing program. and This way of marking the position of the coordinate point has no angle limitation in setting, but the parameters required for the coordinate position are quite complicated in setting, so there is also the problem that the setting is too troublesome and time-consuming.

此外,上述兩種習知用於鋼構建材之截角設定介面,其相關的參數輸入都僅是以文字及數字來呈現,除了容易發生輸入錯誤的情形之外,已編寫完成的部分更由於係以文字及數字呈現,不具有一看就懂的易讀性,因而難以複查程式編寫的正確性,使用上極不方便。 In addition, the above two conventional methods are used for the cut-off angle setting interface of steel construction materials. The relevant parameter input is only presented in text and numbers. In addition to the situations where input errors are prone to occur, the parts that have been written are more due to It is presented in words and numbers, which is not easy to understand at a glance, so it is difficult to review the correctness of the programming, and it is extremely inconvenient to use.

有鑒於此,故如何解決上述問題,即為本發明所欲解決之首要課題。 In view of this, how to solve the above-mentioned problems is the primary problem to be solved by the present invention.

本發明之主要目的,在於提供一種鋼構之截角加工規劃方法,具有截角角度不受限制,以及其圖形化的顯示介面可提供使用者更為直覺式的操作,而具有可輕易且迅速地進行截角規劃工作之功效。 The main purpose of the present invention is to provide a method for planning the cut angle processing of steel structures, which has no restriction on the cut angle angle, and its graphical display interface can provide users with more intuitive operation, and can be easily and quickly The effectiveness of the truncation planning work on the ground.

為達前述之目的,本發明提供一種鋼構之截角加工規劃方法,包含有:於一工作介面上顯示一工件預覽區及一截角位置設定區,該工件預覽區用以顯示一待加工鋼構之至少一正投影向量視圖,而該截角位置設定區具有對應該正投影向量視圖之四個截角位置圖形;選擇其中一個截角位置圖形,並輸入一截角的縱向及橫向之長度尺寸後,透過向量運算而可在該正投影向量視圖上顯示出相對應的截角區域標記。 In order to achieve the foregoing objective, the present invention provides a method for planning a cut corner machining of a steel structure, which includes: displaying a workpiece preview area and a cut corner position setting area on a work interface, and the workpiece preview area is used to display a workpiece to be processed At least one orthographic vector view of the steel structure, and the cut-off position setting area has four cut-off position graphics corresponding to the orthographic vector view; select one of the cut-off position graphics, and enter a cut-off angle of the vertical and horizontal After the length is dimensioned, the corresponding truncated area mark can be displayed on the orthographic projection vector view through vector calculation.

較佳地,該工件預覽區同時顯示有該待加工鋼構三個不同面向之正投影向量視圖。且更進一步地,係先選取該工件預覽區中的其中一個正投影向量視圖後,再選擇其中一個截角位置圖形,並輸入所需截角的縱向及橫向之長度尺寸後,透過向量運算而可在所選取的正投影向量視圖上顯示出相對應的截角區域標記。 Preferably, the workpiece preview area simultaneously displays orthographic vector views of three different faces of the steel structure to be processed. And further, after selecting one of the orthographic vector views in the workpiece preview area, then selecting one of the truncated angle position graphics, and inputting the longitudinal and transverse length dimensions of the desired truncated angle, and then performing vector calculations The corresponding truncated area mark can be displayed on the selected orthographic projection vector view.

較佳地,該四個截角位置圖形分別具有一縱向尺寸欄位及一橫向尺寸欄位。 Preferably, the four truncated corner position graphics respectively have a vertical size field and a horizontal size field.

較佳地,該截角位置設定區更進一步具有可供選擇切割線模式之切割線選單。 Preferably, the cut-off angle position setting area further has a cutting line menu for selecting a cutting line mode.

而本發明之上述目的與優點,不難從下述所選用實施例之詳細說明與附圖中獲得深入了解。 It is not difficult to obtain an in-depth understanding of the above-mentioned objects and advantages of the present invention from the detailed description of the selected embodiments and the accompanying drawings.

(習知部分) (Learning part)

71:截角尺寸列表 71: List of truncated dimensions

72、82:程式編寫頁面 72, 82: Programming page

81:截角座標點列表 81: List of truncated coordinate points

(本發明部分) (Part of the invention)

10:工作介面 10: Work interface

11:工件預覽區 11: Workpiece preview area

12a、12b、12c:正投影向量視圖 12a, 12b, 12c: orthographic projection vector view

21:截角位置設定區 21: Angle position setting area

22a、22b、22c、22d:截角位置圖形 22a, 22b, 22c, 22d: cut corner position graphics

23:縱向尺寸欄位 23: Vertical size field

24:橫向尺寸欄位 24: Horizontal size field

25:切割線選單 25: Cutting line menu

31:截角區域標記 31: Truncated area mark

第1圖為本發明之流程示意圖。 Figure 1 is a schematic diagram of the process of the present invention.

第2圖為本發明工作介面之示意圖。 Figure 2 is a schematic diagram of the working interface of the present invention.

第3圖為本發明截角位置設定區之操作示意圖。 Figure 3 is a schematic diagram of the operation of the truncated angle position setting area of the present invention.

第4圖為本發明工件預覽區顯示截角區域標記之操作示意圖。 Figure 4 is a schematic diagram of the operation of displaying the mark of the truncated corner in the preview area of the workpiece according to the present invention.

第5圖為本發明另一範例之操作示意圖。 Figure 5 is a schematic diagram of the operation of another example of the present invention.

第6圖為本發明再一範例之操作示意圖。 Figure 6 is a schematic diagram of the operation of another example of the present invention.

第7圖為習知利用截角的邊長比例進行鋼構截角規劃時之操作示意圖。 Figure 7 is a schematic diagram of the conventional operation when using the side length ratio of the intercept angle to plan the intercept angle of the steel structure.

第8圖為習知利用標記座標位置進行鋼構截角規劃時之操作示意圖。 Figure 8 is a schematic diagram of the conventional operation when using the marker coordinate position to plan the angle of the steel structure.

首先,請參閱第1圖所示,為本發明所提供一種鋼構之截角加工規劃方法,其包含有以下步驟:A.於一工作介面上顯示一工件預覽區及一截角位置設定區,該工件預覽區用以顯示一待加工鋼構之至少一正投影向量視圖,而該截角位置設定區具有對應該正投影向量視圖之四個截角位置圖形;B.選擇其中一個截角位置圖形,並輸入一截角的縱向及橫向之長度尺寸後,透過一軟體程式依據該截角的長度尺寸與該正投影向量視圖中各周邊的尺寸參數為基礎進行向量運算,而在該正投影向量視圖上顯示出相對應的截角區域標記。 First of all, please refer to Figure 1, which is a method for planning a cut corner machining of a steel structure provided by the present invention, which includes the following steps: A. Display a workpiece preview area and a cut corner position setting area on a working interface , The workpiece preview area is used to display at least one orthographic vector view of a steel structure to be processed, and the cut-off angle position setting area has four cut-off angle position graphics corresponding to the orthographic vector view; B. select one of the cut-off angles Position graphics, and input the vertical and horizontal length dimensions of a truncated angle, and perform vector calculations based on the length dimension of the truncated angle and the dimension parameters of each periphery in the orthographic vector view through a software program. The corresponding truncated area mark is displayed on the projection vector view.

而本發明所提供鋼構之截角加工規劃方法可以一軟體程式呈現之。該軟體程式可呈現如第2圖所示之工作介面10,且於該工作介面10中至少包括有一工件預覽區11及一截角位置設定區21,其中: 該工件預覽區11用以顯示一待加工鋼構的至少一正投影向量視圖,於本實施例中,該待加工鋼構以H型鋼為例,且於該工件預覽區11同時顯示有該待加工鋼構三個不同面向之正投影向量視圖12a、12b、12c,且每一正投影向量視圖12a、12b、12c分別包含有其各周邊的尺寸參數。較佳地,三個不同面向之正投影向量視圖12a、12b、12c分別為該待加工鋼構之前視圖(即左翼板)、俯視圖(即腹板)及後視圖(即右翼板)之正投影向量圖面。而在實際應用上,係將先行繪製完成之正投影向量圖檔匯入於該軟體程式中,即可相對應地顯示於該工件預覽區11。 The method of cutting angle processing planning of steel structure provided by the present invention can be presented in a software program. The software program can present the work interface 10 as shown in Figure 2, and the work interface 10 includes at least a workpiece preview area 11 and a truncation angle position setting area 21, of which: The workpiece preview area 11 is used to display at least one orthographic vector view of a steel structure to be processed. In this embodiment, the steel structure to be processed uses H-shaped steel as an example, and the workpiece preview area 11 also displays the to-be-processed steel structure. The orthographic projection vector views 12a, 12b, and 12c of three different faces of the processed steel structure, and each orthographic vector view 12a, 12b, and 12c respectively includes the size parameters of its surroundings. Preferably, the orthographic vector views 12a, 12b, and 12c of the three different faces are the orthographic projections of the front view (i.e. left wing plate), top view (i.e. web) and rear view (i.e. right wing plate) of the steel structure to be processed. Vector drawing. In practical applications, the orthographic vector image file drawn in advance is imported into the software program, and it can be displayed in the workpiece preview area 11 accordingly.

而該截角位置設定區21具有可供勾選的四個截角位置圖形22a、22b、22c、22d,該四個截角位置圖形22a、22b、22c、22d並分別被定義為該待加工鋼構特定面向之四個端角的加工位置起點,且每一截角位置圖形22a、22b、22c、22d分別具有一縱向尺寸欄位23及一橫向尺寸欄位24,而 可供輸入所需截角之兩邊長尺寸,且該截角位置設定區21中更進一步具有可供選擇切割線模式(打點或畫線)之切割線選單25。 The cut-off position setting area 21 has four cut-off position graphics 22a, 22b, 22c, 22d that can be checked, and the four cut-off position graphics 22a, 22b, 22c, 22d are respectively defined as the to-be-processed The processing position starting point of the four end corners of the steel structure, and each truncated corner position figure 22a, 22b, 22c, 22d has a vertical size field 23 and a horizontal size field 24, and It is possible to input the length of the two sides of the desired truncated corner, and the truncated corner position setting area 21 further has a cutting line menu 25 for selecting a cutting line mode (dotting or drawing a line).

接著請繼續參閱第3、4圖所示,利用本發明所提供鋼構之截角加工規劃方法於實際操作上,如使用者欲對一H型鋼之腹板規劃出兩端皆具有45度的端角時,僅需先選取該工件預覽區11中對應俯視圖(即腹板)之正投影向量視圖12b,接著勾選該截角位置設定區21中位於左上角與右上角的截角位置圖形22a、22b,並於該二截角位置圖形22a、22b的縱向尺寸欄位23與橫向尺寸欄位24中分別輸入所欲加工的截角邊長尺寸(即截角之兩邊長皆輸入400)後,軟體程式即可依據所輸入的截角邊長尺寸與所選取俯視圖(即腹板)中的各周邊的尺寸參數為基礎進行向量運算,並直接以圖形化方式在該工件預覽區11所選取之正投影向量視圖12b上顯示出相對應的截角區域標記31(如第4圖所示)、截角尺寸與角度數值,以供使用者參考,且使用者亦可將規劃後包含有該截角區域標記31之正投影向量視圖12b予以存檔。 Then please continue to refer to Figures 3 and 4, using the cutting angle processing planning method of the steel structure provided by the present invention in actual operation, for example, the user wants to plan an H-shaped steel web with 45 degrees at both ends For end corners, you only need to select the orthographic vector view 12b corresponding to the top view (ie web) in the workpiece preview area 11, and then check the cut corner position graphics in the upper left corner and upper right corner of the cut corner position setting area 21 22a, 22b, and enter the side length of the truncated corner to be processed in the vertical size field 23 and the horizontal size field 24 of the two truncated corner position graphics 22a, 22b (that is, enter 400 for both side lengths of the truncated corner) Then, the software program can perform vector calculations based on the inputted cut-off side length size and the selected top view (ie, web) size parameters of each periphery, and directly graphically display in the workpiece preview area 11 The selected orthographic projection vector view 12b displays the corresponding truncated area mark 31 (as shown in Figure 4), truncated corner size and angle value for the user’s reference, and the user can also include The orthographic vector view 12b of the truncated area marker 31 is archived.

且進一步地,在完成上述之截角規劃工作後,即可藉由該軟體程式的計算能力將包含有該截角區域標記31之正投影向量視圖12b依參數轉換為該待加工鋼構後續的程式加工指令。 And further, after completing the above-mentioned cut-off angle planning work, the orthographic vector view 12b containing the cut-off area mark 31 can be converted into the subsequent processing of the steel structure to be processed by the calculation capability of the software program. Program processing instructions.

再者,如第5圖所示,當使用者欲對一H型鋼之腹板規劃出左上角具有63度的端角,而右下角具有36度的端角時,同樣僅需先選取該工件預覽區11中2對應俯視圖(即腹板)之正投影向量視圖12b,接著勾選該截角位置設定區21中位於左下角與右上角的截角位置圖形22c、22b,並於左下角的截角位置圖形22c的縱向尺寸欄位23與橫向尺寸欄位24中分別輸入400與200的截角邊長尺寸,再於右上角的截角位置圖形22b的縱向尺寸欄位23與橫向尺寸欄位24中分別輸入400與550的截角邊長尺寸後,即可透過軟體程式進 行向量運算,而以圖形化方式在該工件預覽區11之正投影向量視圖12b上直接顯示出相對應的截角區域標記31。 Furthermore, as shown in Figure 5, when the user wants to plan an H-shaped steel web with an end angle of 63 degrees in the upper left corner and 36 degrees in the lower right corner, he also only needs to select the workpiece first. 2 in the preview area 11 corresponds to the orthographic vector view 12b of the top view (ie the web), and then check the cut-off position graphics 22c and 22b in the lower-left and upper-right corners of the cut-off position setting area 21, and in the lower left corner Enter 400 and 200 in the vertical size field 23 and horizontal size field 24 of the truncated position graphic 22c, respectively, and enter the vertical size field 23 and horizontal size field of the truncated position graphic 22b in the upper right corner. After inputting 400 and 550 of the truncated side length in bit 24, you can enter it through the software program. The row vector operation is performed, and the corresponding truncated area mark 31 is directly displayed on the orthographic projection vector view 12b of the workpiece preview area 11 in a graphical manner.

此外,如第6圖所示,當使用者欲對一H型鋼之腹板規劃出左下角具有63度的端角,而右下角具有97度的端角時,同樣僅需先選取該工件預覽區11中對應俯視圖(即腹板)之正投影向量視圖12b,接著勾選該截角位置設定區21中位於左上角與右下角的截角位置圖形22a、22d,並於左上角的截角位置圖形22a的縱向尺寸欄位23與橫向尺寸欄位24中分別輸入400與200的截角邊長尺寸,再於右下角的截角位置圖形22d的縱向尺寸欄位23與橫向尺寸欄位24中分別輸入400與50的截角邊長尺寸後,即可透過軟體程式進行向量運算,而以圖形化方式在該工件預覽區11之正投影向量視圖12b上直接顯示出相對應的截角區域標記31。 In addition, as shown in Figure 6, when the user wants to plan an H-beam web with an end angle of 63 degrees in the lower left corner and 97 degrees in the lower right corner, he also only needs to select the workpiece preview first. The orthographic vector view 12b corresponding to the top view (ie the web) in the area 11, and then check the cut-off position graphics 22a, 22d in the upper left and lower right corners in the cut-off position setting area 21, and cut off the corners in the upper left corner Enter 400 and 200 in the vertical size field 23 and horizontal size field 24 of the position graphic 22a, respectively, and enter the vertical size field 23 and horizontal size field 24 of the cropped position graphic 22d in the lower right corner. After inputting 400 and 50 truncated corner side lengths respectively in, you can perform vector calculation through software program, and graphically display the corresponding truncated corner area on the orthographic vector view 12b of the workpiece preview area 11 Mark 31.

當然,利用本發明所提供鋼構之截角加工規劃方法,亦僅需透過選取該工件預覽區11中不同面向的正投影向量視圖12a、12b、12c,即可分別對所選取的正投影向量視圖進行截角的加工規劃。例如:當使用者選取該工件預覽區11中對應前視圖(即左翼板)之正投影向量視圖12a,並接著透過該截角位置設定區21輸入所需的截角尺寸,即可對左翼板的四個端角位置進行截角的加工規劃。 Of course, using the method for planning the cutting angle processing of steel structures provided by the present invention, it is only necessary to select the orthographic projection vector views 12a, 12b, and 12c of different faces in the workpiece preview area 11. View for processing planning of truncated angles. For example: when the user selects the orthographic vector view 12a corresponding to the front view (ie, the left wing panel) in the workpiece preview area 11, and then enters the required cut-off angle size through the cut-off angle position setting area 21, the left wing board Processing planning of truncated angles is carried out at the four end corners of the machine.

而經由上述說明後可知,本發明之優點在於藉由圖形化的工作介面10顯示截角的設計過程與其結果,並透過該截角位置設定區21可直接對各端角位置所需的截角進行設定,其不受截角角度的限制,並提供更為直覺式的操作方式,而可輕易且迅速地進行截角的規劃工作,不但可提升使用者之操作體驗,且更可大幅增進其設計效率。另一方面,使用者透過該工件預覽區11更可直接以圖形化方式看出其截角的規劃結果,不僅非常淺顯易懂,且更可輕易複查截角規劃結果的正確性,以有效避免錯誤的發生。 From the above description, it can be seen that the advantage of the present invention is to display the design process and results of the truncation angle through the graphical working interface 10, and the truncation angle required for each end corner position can be directly adjusted through the truncation angle position setting area 21 The setting is not limited by the angle of the truncation, and provides a more intuitive operation method, and can easily and quickly plan the truncation, which not only enhances the user’s operating experience, but also greatly enhances it Design efficiency. On the other hand, through the workpiece preview area 11, the user can directly see the planning results of the cut-off angle in a graphical manner, which is not only very simple and easy to understand, but also can easily review the correctness of the cut-off angle planning results to effectively avoid The error occurred.

惟,以上各實施例之揭示僅用以說明本發明,並非用以限制本發明,故舉凡數值之變更或等效元件之置換仍應隸屬本發明之範疇。 However, the disclosure of the above embodiments is only used to illustrate the present invention, not to limit the present invention. Therefore, all changes in numerical values or replacement of equivalent elements should still belong to the scope of the present invention.

綜上所述,當可使熟知本項技藝者明瞭本發明確可達成前述目的,實已符合專利法之規定,故依法提出申請。 In summary, when people who are familiar with this technique can understand that this invention can clearly achieve the aforementioned purpose, it has actually complied with the provisions of the Patent Law, so they file an application according to the law.

Claims (6)

一種鋼構之截角加工規劃方法,包含有:於一工作介面上顯示一工件預覽區及一截角位置設定區,該工件預覽區用以顯示一待加工鋼構之至少一正投影向量視圖,而該截角位置設定區具有對應該正投影向量視圖之四個截角位置圖形;選擇其中一個截角位置圖形,並輸入一截角的縱向及橫向之長度尺寸後,透過一軟體程式依據該截角的長度尺寸與該正投影向量視圖中各周邊的尺寸參數為基礎進行向量運算,而在該正投影向量視圖上顯示出相對應的截角區域標記。 A method for planning a cut angle processing of a steel structure, comprising: displaying a workpiece preview area and a cut angle position setting area on a working interface, the workpiece preview area being used to display at least one orthographic vector view of a steel structure to be processed , And the cut-off position setting area has four cut-off position graphics corresponding to the orthographic projection vector view; select one of the cut-off position graphics, and enter the vertical and horizontal length dimensions of a cut-off angle, and then use a software program to follow A vector operation is performed based on the length dimension of the truncated angle and the size parameters of each periphery in the orthographic vector view, and the corresponding truncated area mark is displayed on the orthographic vector view. 如請求項1所述之鋼構之截角加工規劃方法,其中,該工件預覽區同時顯示有該待加工鋼構三個不同面向之正投影向量視圖。 The method for planning a cut-off angle processing of a steel structure according to claim 1, wherein the workpiece preview area simultaneously displays orthographic projection vector views of three different faces of the steel structure to be processed. 如請求項2所述之鋼構之截角加工規劃方法,其中,係先選取該工件預覽區中的其中一個正投影向量視圖後,再選擇其中一個截角位置圖形,並輸入所需截角的縱向及橫向之長度尺寸後,透過向量運算而可在所選取的正投影向量視圖上顯示出相對應的截角區域標記。 The method for planning the cut-off angle processing of steel structures as described in claim 2, wherein, first select one of the orthographic projection vector views in the preview area of the workpiece, then select one of the cut-off angle position graphics, and enter the desired cut-off angle After the vertical and horizontal length dimensions of the, the corresponding truncated area mark can be displayed on the selected orthographic projection vector view through vector calculation. 如請求項2所述之鋼構之截角加工規劃方法,其中,該三個不同面向之正投影向量視圖分別為該待加工鋼構之前視圖、後視圖及俯視圖。 The method for planning a cut angle processing of a steel structure according to claim 2, wherein the orthographic vector views of the three different faces are respectively a front view, a rear view and a top view of the steel structure to be processed. 如請求項1所述之鋼構之截角加工規劃方法,其中,該四個截角位置圖形分別具有一縱向尺寸欄位及一橫向尺寸欄位。 The method for planning a cut corner processing of a steel structure according to claim 1, wherein the four cut corner position graphics respectively have a vertical size field and a horizontal size field. 如請求項1之鋼構之截角加工規劃方法,其中,該截角位置設定區更進一步具有可供選擇切割線模式之切割線選單。 For example, the cutting angle processing planning method of steel structure in claim 1, wherein the cutting angle position setting area further has a cutting line menu for selecting a cutting line mode.
TW109100937A 2020-01-10 2020-01-10 Planning method for cutting angle processing of steel structure TWI731548B (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
TW109100937A TWI731548B (en) 2020-01-10 2020-01-10 Planning method for cutting angle processing of steel structure
CN202110023688.5A CN113111407A (en) 2020-01-10 2021-01-08 Steel structure corner cutting processing planning method
KR1020210002743A KR102480316B1 (en) 2020-01-10 2021-01-08 Planning method for cut angle processing of steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW109100937A TWI731548B (en) 2020-01-10 2020-01-10 Planning method for cutting angle processing of steel structure

Publications (2)

Publication Number Publication Date
TWI731548B true TWI731548B (en) 2021-06-21
TW202127163A TW202127163A (en) 2021-07-16

Family

ID=76709186

Family Applications (1)

Application Number Title Priority Date Filing Date
TW109100937A TWI731548B (en) 2020-01-10 2020-01-10 Planning method for cutting angle processing of steel structure

Country Status (3)

Country Link
KR (1) KR102480316B1 (en)
CN (1) CN113111407A (en)
TW (1) TWI731548B (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2159460C (en) * 1994-02-14 2006-02-21 Thomas Varghese Waterjet cutting tool interface software
CN101334657A (en) * 2007-12-20 2008-12-31 清华大学 Imaging interactive numerical control turning automatic programming method and system
CN103152504A (en) * 2011-12-06 2013-06-12 佳能株式会社 Image forming apparatus equipped with real-size preview function, image display method, and storage medium
US8577655B2 (en) * 2008-06-26 2013-11-05 Siemens Product Lifecycle Management Software Inc. System and method for constructing virtual NC controllers for machine tool simulation
EP2908201A1 (en) * 2014-02-03 2015-08-19 Siemens Aktiengesellschaft CAM and NC code integration
TW201923706A (en) * 2015-08-06 2019-06-16 美商康耐視公司 Method and system for calibrating vision system in environment
TW201931278A (en) * 2017-12-29 2019-08-01 富揚鋼構有限公司 Processing and designing method for building materials with steel structures directly replacing the design files to be altered in the space of the page in the prototype steel previewing area when design alteration is needed

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101468751B1 (en) * 2009-06-17 2014-12-04 두산인프라코어 주식회사 Numerical control system having graphic-based user interface
KR101610386B1 (en) * 2009-12-21 2016-04-07 두산인프라코어 주식회사 Cutting shape input apparatus and method using cutting program in computer numarical control machine tools
KR102357029B1 (en) * 2015-01-23 2022-02-03 두산공작기계 주식회사 The combined process registration apparatus and method using interactive program in computer numarical control machine tools
TWI652559B (en) * 2017-12-29 2019-03-01 富揚鋼構有限公司 Design method for drilling processing of steel building materials
KR20200076927A (en) * 2018-12-20 2020-06-30 김영철 Automation system and method for machining a rebar

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2159460C (en) * 1994-02-14 2006-02-21 Thomas Varghese Waterjet cutting tool interface software
CN101334657A (en) * 2007-12-20 2008-12-31 清华大学 Imaging interactive numerical control turning automatic programming method and system
US8577655B2 (en) * 2008-06-26 2013-11-05 Siemens Product Lifecycle Management Software Inc. System and method for constructing virtual NC controllers for machine tool simulation
CN103152504A (en) * 2011-12-06 2013-06-12 佳能株式会社 Image forming apparatus equipped with real-size preview function, image display method, and storage medium
EP2908201A1 (en) * 2014-02-03 2015-08-19 Siemens Aktiengesellschaft CAM and NC code integration
TW201923706A (en) * 2015-08-06 2019-06-16 美商康耐視公司 Method and system for calibrating vision system in environment
TW201931278A (en) * 2017-12-29 2019-08-01 富揚鋼構有限公司 Processing and designing method for building materials with steel structures directly replacing the design files to be altered in the space of the page in the prototype steel previewing area when design alteration is needed

Also Published As

Publication number Publication date
KR102480316B1 (en) 2022-12-21
KR20210091056A (en) 2021-07-21
TW202127163A (en) 2021-07-16
CN113111407A (en) 2021-07-13

Similar Documents

Publication Publication Date Title
US6014127A (en) Cursor positioning method
KR102183074B1 (en) Method of designing of building materials with steel structure
US10295987B2 (en) Machining program editing assist apparatus
CN103310042B (en) For the method arranging three dimensional angular muscle
TWI731548B (en) Planning method for cutting angle processing of steel structure
CN108038281A (en) Shipborne equipment pedestal engineering drawing generating method
KR102183054B1 (en) Method of designing perforation of building materials with steel structure
TWI570530B (en) Numerical control system and numerical control data generation method
JPS59212911A (en) Angle data discriminating method for nc processing data producing method
JP2011107889A (en) Design support program and design support device
TWI679506B (en) Planning method for turning over steel construction materials
CN101894016A (en) Dynamic aligning and displaying method of multi-characteristic points of construction member
JP2625600B2 (en) Figure moving deformation method and apparatus
TWI652645B (en) Processing method for steel building materials
KR20110071503A (en) Cutting shape input apparatus and method using cutting program in computer numarical control machine tools
KR20140097654A (en) System for producing three-dimensional content and method therefor
Bashir Compare Between Drawing Arc Methods in AutoCAD System
KR20200144437A (en) Computer aided design method for pipe system using multi pipe virtual plate
JP3637638B2 (en) Ellipse plotter
CN115454006A (en) Workpiece processing method, device, electronic equipment and computer readable storage medium
JP2001046768A (en) Embroidery data preparation device
JP2011221618A (en) Design support program and design support apparatus for additional structure
JPH0546707A (en) Information processor
JPH06250777A (en) Three-dimensional position indicating device
JPH0711803B2 (en) Computer aided design equipment