Reinforcement ColumnRebars/de: Difference between revisions
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<languages/> |
<languages/> |
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<div class="mw-translate-fuzzy"> |
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{{Docnav/de |
{{Docnav/de |
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|[[Reinforcement_HelicalRebar/de|Wendelbewehrung]] |
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|[[Arch_Rebar_Circular_ColumnReinforcement/de|Kreisförmige Säulenverstärkung]] |
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|[[Reinforcement_BeamRebars/de|Balkenbewehrung]] |
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|[[Arch_Rebar_ColumnReinforcement_TwoTiesSixRebars/de|Säulenverstärkung ZweiBinderSechsStäbe]] |
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|[[Reinforcement_Workbench/de|Reinforcement]] |
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|[[Arch_Workbench/de|Arch-Arbeitsbereich]] |
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|IconL= |
|IconL=Reinforcement_HelicalRebar.svg |
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|IconR= |
|IconR=Reinforcement_BeamRebars.svg |
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|IconC= |
|IconC=Reinforcement_Workbench.svg |
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}} |
}} |
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</div> |
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<div class="mw-translate-fuzzy"> |
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{{GuiCommand/de |
{{GuiCommand/de |
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|Name=Reinforcement ColumnRebars |
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|Name=Arch Rebar ColumnReinforcement |
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|Name/de=Reinforcement Stützenbewehrung |
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|Name/de=Architektur Bewehrung Säulenverstärkung |
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|MenuLocation= |
|MenuLocation=Arch → Armierungswerkzeuge → Stützenbewehrung<br>3D/BIM → Bewehrungswerkzeuge → Stützenbewehrung |
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|Workbenches=[[Arch_Workbench|Arch]], [[ |
|Workbenches=[[Reinforcement_Workbench/de|Reinforcement]], [[Arch_Workbench/de|Arch]], [[BIM_Workbench/de|BIM]] |
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|Version=0.19 |
|Version=0.19 |
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|SeeAlso=[[Reinforcement_ColumnRebars_TwoTiesSixRebars|Reinforcement Stützenbewehrung ZweiBügelSechsStäbe]], [[Reinforcement_ColumnRebars_Circular|Reinforcement Stützenbewehrung Ringförmig]] |
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|SeeAlso=[[Reinforcement_Workbench/de|Reinforcement]], [[Arch_Rebar/de|Arch Bewehrung]], [[Arch_Rebar_Helical/de|Arch Bewehrungsstab spiralförmig]], [[Arch_Rebar_ColumnReinforcement_TwoTiesSixRebars|ColumnReinforcement TwoTiesSixRebars]] |
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}} |
}} |
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</div> |
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<span id="Description"></span> |
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==Beschreibung== |
==Beschreibung== |
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Das [[ |
Das Werkzeug [[Reinforcement_Rebar_ColumnReinforcement/de|Reinforcement Stützenbewehrung]] ermöglicht dem Anwender, Bewehrungsstäbe innerhalb einer Stütze ([[Arch Structure/de|Struktur]]-Objekt) zu erstellen. |
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Dieser Befehl ist Teil des Arbeitsbereichs [[Reinforcement_Workbench/de|Reinforcement]], ein [[External_workbenches/de|externer Arbeitsbereich]], der mit dem [[Image:Std_AddonMgr.svg|24px]] [[Std_AddonMgr/de|Addon-Manager]] installiert werden kann. |
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Das [[Arch_Rebar_ColumnReinforcement/de|Arch Stützenverstärkung]]-Werkzeug ist auch im [[BIM_Workbench/de|BIM-Arbeitsbereich]] integriert. |
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Drei Anwendungsbeispiele stehen zur Verfügung: |
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<div class="mw-translate-fuzzy"> |
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* [[#Anwendung|Rechteckige Stütze mit einzelnem Bügel (siehe unten)]] |
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Dieser Befehl ist Teil der [[Reinforcement_Workbench/de|BewehrungsErweiterung]], eines [[External_Workbenches|externen Arbeitsbereichs]], der mit dem [[Image:Std_AddonMgr.svg|24px]] [[Std_AddonMgr/de|Erweiterungsverwalter]] über das {{MenuCommand/de|Werkzeuge → Erweiterungsverwalter → Bewehrung}}-Menü installiert werden kann. |
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* [[Reinforcement_ColumnRebars_TwoTiesSixRebars/de|Rechteckige Stütze mit zwei Bügeln und sechs Stäben]] |
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</div> |
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* [[Reinforcement_ColumnRebars_Circular/de|Runde Stütze]] |
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[[Image:Arch_Rebar_ColumnReinforcement_example.png|400px]] |
[[Image:Arch_Rebar_ColumnReinforcement_example.png|400px]] |
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{{Caption| |
{{Caption|Einzelbügel-Bewehrung innerhalb einer [[Arch_Structure/de|Stütze]]}} |
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<span id="Usage"></span> |
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==Anwendung== |
==Anwendung== |
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1. |
1. Select any face of a previously created {{Button|[[Image:Arch_Structure.svg|16px]] [[Arch Structure|Arch Structure]]}} object. |
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2. Wähle dann {{Button|[[Image:Arch_Rebar_ColumnReinforcement.svg|16px]] [[Arch_Rebar_ColumnReinforcement|Stützen Verstäkung]]}} aus den Bewehrungs-Werkzeugen.<br> |
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3. Eine Dialog-Box wird sich öffnen, wie unten gezeigt.<br> |
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[[Image:ColumnReinforcementDialog_Ties.png|700px]]{{Caption|Dialog-Box für das Arch-Bewehrung-Stützenverstärkungs-Werkzeug}} |
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2. Then select {{Button|[[Image:Reinforcement_ColumnRebars.svg|16px]] [[Reinforcement_ColumnRebars|Column Reinforcement]]}} from the rebar tools. |
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4. Wähle den gewünschten Typ von Säulenverstärkung.<br> |
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5. Mache Eingaben zu Daten bzgl. Spannankern<br> |
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6. Klicke {{Button|Weiter}} und die Dialog-Box wird wie unten gezeigt aktualisiert.<br> |
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[[Image:ColumnReinforcementDialog_MainRebars.png|700px]]{{Caption|Dialog-Box für Daten für Hauptbewehrungsstäbe}} |
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3. A dialog box will pop-out on screen as shown below. |
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7. Wähle den gewünschten Typ Bewehrungsstäbe und fülle die Daten für Hauptbewehrungsstäbe.<br> |
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8. Klicke {{Button|Weiter}} und die Dialog-Box wird wie unten gezeigt aktualisiert.<br> |
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[[Image:ColumnReinforcementDialog_XDirRebars.png|700px]]{{Caption|Dialog Box for XDirection Rebars data}} |
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: [[Image:ColumnReinforcementDialog_Ties.png|700px]] |
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9. Select desired rebar type and fill data for xdirection rebars. <br> |
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: {{Caption|Dialog-Box für das Werkzeug Arch Armierung Stützenbewehrung}} |
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10. Click {{Button|Next}} and the dialog box will be updated as shown below. <br> |
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[[Image:ColumnReinforcementDialog_YDirRebars.png|700px]]{{Caption|Dialog Box for YDirection Rebars data}} |
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4. Select the desired type of column reinforcement. |
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12. Click {{Button|OK}} or {{Button|Apply}} to generate column reinforcement. <br> |
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13. Click {{Button|Cancel}} to exit the dialog box. <br> |
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5. Give inputs for data related to ties. |
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==Eigenschaften== |
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6. Click {{Button|Next}} and the dialog box will be updated as shown below. |
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: [[Image:ColumnReinforcementDialog_MainRebars.png|700px]] |
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: {{Caption|Dialog-Box für Daten für Hauptbewehrungsstäbe}} |
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7. Select desired rebar type and fill data for main rebars. |
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8. Click {{Button|Next}} and the dialog box will be updated as shown below. |
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: [[Image:ColumnReinforcementDialog_XDirRebars.png|700px]] |
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: {{Caption|Dialog Box for XDirection Rebars data}} |
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9. Select desired rebar type and fill data for xdirection rebars. |
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10. Click {{Button|Next}} and the dialog box will be updated as shown below. |
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: [[Image:ColumnReinforcementDialog_YDirRebars.png|700px]] |
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: {{Caption|Dialog Box for YDirection Rebars data}} |
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11. Select desired rebar type and fill data for ydirection rebars. |
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12. Click {{Button|OK}} or {{Button|Apply}} to generate column reinforcement. |
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13. Click {{Button|Cancel}} to exit the dialog box. |
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<span id="Properties"></span> |
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==Eigenschaften== |
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'''Ties:''' |
'''Ties:''' |
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* {{PropertyData|Left Cover}}: The distance between the left end of the tie to the left face of the structure. |
* {{PropertyData|Left Cover}}: The distance between the left end of the tie to the left face of the structure. |
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* {{PropertyData|Right Cover}}: The distance between the right end of the tie to right face of the structure. |
* {{PropertyData|Right Cover}}: The distance between the right end of the tie to right face of the structure. |
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'''Main Rebars:''' Rebars present at corners of tie |
'''Main Rebars:''' Rebars present at corners of tie |
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* {{PropertyData|Rebar Type}}: Type of main rebars. |
* {{PropertyData|Rebar Type}}: Type of main rebars. |
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* {{PropertyData|Hook Orientation}}: Orientation of LShaped hooks. |
* {{PropertyData|Hook Orientation}}: Orientation of LShaped hooks. |
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'''XDir Secondary Rebars:''' Rebars along x-direction except main rebars |
'''XDir Secondary Rebars:''' Rebars along x-direction except main rebars |
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* {{PropertyData|Rebar Type}}: Type of x-direction rebars. |
* {{PropertyData|Rebar Type}}: Type of x-direction rebars. |
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* {{PropertyData|Hook Orientation}}: Orientation of LShaped hooks. |
* {{PropertyData|Hook Orientation}}: Orientation of LShaped hooks. |
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'''YDir Secondary Rebars:''' Rebars along y-direction except main rebars |
'''YDir Secondary Rebars:''' Rebars along y-direction except main rebars |
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* {{PropertyData|Rebar Type}}: Type of y-direction rebars. |
* {{PropertyData|Rebar Type}}: Type of y-direction rebars. |
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* {{PropertyData|Hook Orientation}}: Orientation of LShaped hooks. |
* {{PropertyData|Hook Orientation}}: Orientation of LShaped hooks. |
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* {{PropertyData|Number#Diameter}}: Number#Diameter set of the y-direction rebars. |
* {{PropertyData|Number#Diameter}}: Number#Diameter set of the y-direction rebars. |
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<span id="Scripting"></span> |
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==Skripten== |
==Skripten== |
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{{Emphasis|Siehe auch:}} [[Arch API/de|Architektur API]], [[Reinforcement API/de|Bewehrung API]] und [[FreeCAD Scripting Basics/de|FreeCAD Grundlagen Skripten]]. |
{{Emphasis|Siehe auch:}} [[Arch API/de|Architektur API]], [[Reinforcement API/de|Bewehrung API]] und [[FreeCAD Scripting Basics/de|FreeCAD Grundlagen Skripten]]. |
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Das |
Das Werkzeug Reinforcement Stützenbewehrung kann in [[Macros/de|Makros]] und von der [[Python/de|Python]]-Konsole aus mit den folgenden Funktionen verwendet werden: |
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<span id="Create_Single_Tie_Four_Rebars"></span> |
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=== Create Single Tie Four Rebars === |
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===Einzel Binder mit vier Stäben erstellen=== |
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{{Code|code= |
{{Code|code= |
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facename=None, |
facename=None, |
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).rebar_group |
).rebar_group |
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}} |
}} |
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* {{incode|hook_extension}} is the length of hook of LShaped rebars. |
* {{incode|hook_extension}} is the length of hook of LShaped rebars. |
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<span id="Example"></span> |
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==== Beispiel ==== |
==== Beispiel ==== |
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{{Code|code= |
{{Code|code= |
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import FreeCAD, Draft, Arch |
import FreeCAD, Draft, Arch |
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from ColumnReinforcement import SingleTie |
from ColumnReinforcement import SingleTie |
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# It doesn't work if the structure is not based on a face |
# It doesn't work if the structure is not based on a face. |
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# Structure = Arch.makeStructure(length=1000, width=400, height=400) |
# Structure = Arch.makeStructure(length=1000, width=400, height=400) |
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facename="Face6", |
facename="Face6", |
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).rebar_group |
).rebar_group |
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}} |
}} |
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=== Create Single Tie Multiple Rebars === |
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=== Create Single Tie Multiple Rebars === |
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{{Code|code= |
{{Code|code= |
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RebarGroup = makeSingleTieMultipleRebars( |
RebarGroup = makeSingleTieMultipleRebars( |
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facename=None, |
facename=None, |
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) |
) |
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}} |
}} |
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* {{incode|sec_hook_extension}} is a tuple (xdir_hook_extension, ydir_hook_extension) that defines the length of hook of secondary x-direction and y-direction LShaped rebars. |
* {{incode|sec_hook_extension}} is a tuple (xdir_hook_extension, ydir_hook_extension) that defines the length of hook of secondary x-direction and y-direction LShaped rebars. |
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<span id="Example"></span> |
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==== Beispiel ==== |
==== Beispiel ==== |
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from ColumnReinforcement import SingleTieMultipleRebars |
from ColumnReinforcement import SingleTieMultipleRebars |
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# It doesn't work if the structure is not based on a face |
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# Es funktioniert nicht, wenn die Struktur nicht auf einer Fläche basiert |
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# Structure = Arch.makeStructure(length=1000, width=400, height=400) |
# Structure = Arch.makeStructure(length=1000, width=400, height=400) |
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facename="Face6", |
facename="Face6", |
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) |
) |
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}} |
}} |
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=== |
=== Edition of Single Tie Four Rebars === |
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Du kannst die Eigenschaften der Anker und Bewehrungsstäbe mit der folgenden Funktion ändern |
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Die Eigenschaften von Bewehrungsbügeln und Bewehrungsstäben lassen sich mit der folgenden Funktion anpassen: |
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{{Code|code= |
{{Code|code= |
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Line 373: | Line 394: | ||
facename=None, |
facename=None, |
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) |
) |
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}} |
}} |
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* {{incode|structure}} and {{incode|facename}} may be omitted so that the rebar stays in the original structure. |
* {{incode|structure}} and {{incode|facename}} may be omitted so that the rebar stays in the original structure. |
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<span id="Example"></span> |
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==== Beispiel ==== |
==== Beispiel ==== |
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Line 408: | Line 429: | ||
facename=None, |
facename=None, |
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) |
) |
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}} |
}} |
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=== |
=== Edition of Single Tie Multiple Rebars === |
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Du kannst die Eigenschaften der Anker und Bewehrungsstäbe mit der folgenden Funktion ändern |
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Die Eigenschaften von Bewehrungsbügeln und Bewehrungsstäben lassen sich mit der folgenden Funktion anpassen: |
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{{Code|code= |
{{Code|code= |
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Line 445: | Line 466: | ||
facename=None, |
facename=None, |
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) |
) |
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}} |
}} |
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* {{incode|structure}} and {{incode|facename}} may be omitted so that the reinforcement stays in the original structure. |
* {{incode|structure}} and {{incode|facename}} may be omitted so that the reinforcement stays in the original structure. |
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<span id="Example"></span> |
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==== Beispiel ==== |
==== Beispiel ==== |
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<div class="mw-translate-fuzzy"> |
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{{Docnav/de |
{{Docnav/de |
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|[[Reinforcement_HelicalRebar/de|Wendelbewehrung]] |
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|[[Arch_Rebar_Circular_ColumnReinforcement/de|Kreisförmige Säulenverstärkung]] |
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|[[Reinforcement_BeamRebars/de|Balkenbewehrung]] |
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|[[Arch_Rebar_ColumnReinforcement_TwoTiesSixRebars/de|Säulenverstärkung ZweiBinderSechsStäbe]] |
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|[[Reinforcement_Workbench/de|Reinforcement]] |
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|[[Arch_Workbench/de|Arch-Arbeitsbereich]] |
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|IconL= |
|IconL=Reinforcement_HelicalRebar.svg |
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|IconR= |
|IconR=Reinforcement_BeamRebars.svg |
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|IconC= |
|IconC=Reinforcement_Workbench.svg |
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}} |
}} |
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</div> |
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[[Category:External_Command_Reference{{#translation:}}]] |
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{{Userdocnavi{{#translation:}}}} |
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[[Category:Reinforcement{{#translation:}}]] |
[[Category:Reinforcement{{#translation:}}]] |
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{{Arch_Tools_navi{{#translation:}}}} |
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{{Userdocnavi{{#translation:}}}} |
Latest revision as of 14:47, 10 April 2024
Reinforcement Stützenbewehrung |
Menüeintrag |
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Arch → Armierungswerkzeuge → Stützenbewehrung 3D/BIM → Bewehrungswerkzeuge → Stützenbewehrung |
Arbeitsbereich |
Reinforcement, Arch, BIM |
Standardtastenkürzel |
Keiner |
Eingeführt in Version |
0.19 |
Siehe auch |
Reinforcement Stützenbewehrung ZweiBügelSechsStäbe, Reinforcement Stützenbewehrung Ringförmig |
Beschreibung
Das Werkzeug Reinforcement Stützenbewehrung ermöglicht dem Anwender, Bewehrungsstäbe innerhalb einer Stütze (Struktur-Objekt) zu erstellen.
Dieser Befehl ist Teil des Arbeitsbereichs Reinforcement, ein externer Arbeitsbereich, der mit dem Addon-Manager installiert werden kann.
Drei Anwendungsbeispiele stehen zur Verfügung:
- Rechteckige Stütze mit einzelnem Bügel (siehe unten)
- Rechteckige Stütze mit zwei Bügeln und sechs Stäben
- Runde Stütze
Einzelbügel-Bewehrung innerhalb einer Stütze
Anwendung
1. Select any face of a previously created Arch Structure object.
2. Then select Column Reinforcement from the rebar tools.
3. A dialog box will pop-out on screen as shown below.
4. Select the desired type of column reinforcement.
5. Give inputs for data related to ties.
6. Click Next and the dialog box will be updated as shown below.
7. Select desired rebar type and fill data for main rebars.
8. Click Next and the dialog box will be updated as shown below.
9. Select desired rebar type and fill data for xdirection rebars.
10. Click Next and the dialog box will be updated as shown below.
11. Select desired rebar type and fill data for ydirection rebars.
12. Click OK or Apply to generate column reinforcement.
13. Click Cancel to exit the dialog box.
Eigenschaften
Ties:
- DatenLeft Cover: The distance between the left end of the tie to the left face of the structure.
- DatenRight Cover: The distance between the right end of the tie to right face of the structure.
- DatenTop Cover: The distance between tie from the top face of the structure.
- DatenBottom Cover: The distance between tie from the bottom face of the structure.
- DatenOffset: The distance between tie from the top/bottom face of the structure.
- DatenDiameter: Diameter of the tie.
- DatenBent Angle: Bent angle defines the angle at the ends of a tie.
- DatenExtension Factor: Extension Factor defines length of end of tie, expressed in times the diameter.
- DatenNumber: The number of ties.
- DatenSpacing: The distance between the axes of each tie.
Main Rebars: Rebars present at corners of tie
- DatenRebar Type: Type of main rebars.
- DatenHook Orientation: Orientation of LShaped hooks.
- DatenHook Extend Along: Direction for hook extension.
- DatenHook Extension: Length of hook of LShape rebars.
- DatenRounding: A rounding value to be applied to the corners of the LShape rebars, expressed in times the diameter.
- DatenTop Offset: The distance between rebar from the top face of the structure.
- DatenBottom Offset: The distance between rebar from the bottom face of the structure.
- DatenDiameter: Diameter of the main rebars.
XDir Secondary Rebars: Rebars along x-direction except main rebars
- DatenRebar Type: Type of x-direction rebars.
- DatenHook Orientation: Orientation of LShaped hooks.
- DatenHook Extension: Length of hook of LShape rebars.
- DatenRounding: A rounding value to be applied to the corners of the LShape rebars, expressed in times the diameter.
- DatenTop Offset: The distance between rebar from the top face of the structure.
- DatenBottom Offset: The distance between rebar from the bottom face of the structure.
- DatenNumber#Diameter: Number#Diameter set of the x-direction rebars.
YDir Secondary Rebars: Rebars along y-direction except main rebars
- DatenRebar Type: Type of y-direction rebars.
- DatenHook Orientation: Orientation of LShaped hooks.
- DatenHook Extension: Length of hook of LShape rebars.
- DatenRounding: A rounding value to be applied to the corners of the LShape rebars, expressed in times the diameter.
- DatenTop Offset: The distance between rebar from the top face of the structure.
- DatenBottom Offset: The distance between rebar from the bottom face of the structure.
- DatenNumber#Diameter: Number#Diameter set of the y-direction rebars.
Skripten
Siehe auch: Architektur API, Bewehrung API und FreeCAD Grundlagen Skripten.
Das Werkzeug Reinforcement Stützenbewehrung kann in Makros und von der Python-Konsole aus mit den folgenden Funktionen verwendet werden:
Einzel Binder mit vier Stäben erstellen
RebarGroup = makeSingleTieFourRebars(
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
offset_of_tie,
bent_angle,
extension_factor,
dia_of_tie,
number_spacing_check,
number_spacing_value,
dia_of_rebars,
t_offset_of_rebars,
b_offset_of_rebars,
rebar_type="StraightRebar",
hook_orientation="Top Inside",
hook_extend_along="x-axis",
l_rebar_rounding=None,
hook_extension=None,
structure=None,
facename=None,
).rebar_group
- Creates a
RebarGroup
object from the givenstructure
, which is an Arch Structure, andfacename
, which is a face of that structure.- If no
structure
norfacename
are given, it will take the user selected face as input.
- If no
l_cover_of_tie
,r_cover_of_tie
,t_cover_of_tie
,b_cover_of_tie
andoffset_of_tie
are inner offset distances for the tie elements with respect to the faces of the structure. They are respectively the left, right, top, bottom and front/rear offsets.bent_angle
define the angle of the tip of the reinforcement loop.extension_factor
define the length of the tip of the reinforcement loop, expressed in times the diameter.dia_of_tie
is the diameter of the ties.number_spacing_check
if it isTrue
it will create as many ties as given bynumber_spacing_value
; if it isFalse
it will create ties separated by the numerical value ofnumber_spacing_value
.number_spacing_value
specifies the number of ties, or the value of the separation between them, depending onnumber_spacing_check
.dia_of_rebars
is the diameter of the main rebars.t_offset_of_rebars
andb_offset_of_rebars
are inner offset distances for the main rebars with respect to the top and bottom faces of the structure, respectively.rebar_type
is the type of the main rebars; it can be"StraightRebar"
or"LShapeRebar"
.hook_orientation
specifies the orientation of LShaped hook; it can be:"Top Inside"
,"Top Outside"
,"Bottom Inside"
,"Bottom Outside"
,"Top Right"
,"Top Left"
,"Bottom Right"
or"Bottom Left"
.hook_extend_along
specifies direction for hook extension; it can be"x-axis"
or"y-axis"
.l_rebar_rounding
is the parameter that determines the bending radius of the LShaped main rebars, expressed as times the diameter.hook_extension
is the length of hook of LShaped rebars.
Beispiel
import FreeCAD, Draft, Arch
from ColumnReinforcement import SingleTie
# It doesn't work if the structure is not based on a face.
# Structure = Arch.makeStructure(length=1000, width=400, height=400)
Rect = Draft.makeRectangle(400, 400)
Structure = Arch.makeStructure(Rect, height=1600)
Structure.ViewObject.Transparency = 80
FreeCAD.ActiveDocument.recompute()
# For Straight Rebars
RebarGroup = SingleTie.makeSingleTieFourRebars(
l_cover_of_tie=40,
r_cover_of_tie=40,
t_cover_of_tie=40,
b_cover_of_tie=40,
offset_of_tie=100,
bent_angle=135,
extension_factor=2,
dia_of_tie=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_rebars=16,
t_offset_of_rebars=40,
b_offset_of_rebars=40,
rebar_type="StraightRebar",
hook_orientation="Top Inside",
hook_extend_along="x-axis",
l_rebar_rounding=None,
hook_extension=None,
structure=Structure,
facename="Face6",
).rebar_group
# For LShaped Rebars with hook along x-axis
RebarGroup = SingleTie.makeSingleTieFourRebars(
l_cover_of_tie=40,
r_cover_of_tie=40,
t_cover_of_tie=40,
b_cover_of_tie=40,
offset_of_tie=100,
bent_angle=135,
extension_factor=2,
dia_of_tie=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_rebars=16,
t_offset_of_rebars=-40,
b_offset_of_rebars=-40,
rebar_type="LShapeRebar",
hook_orientation="Top Outside",
hook_extend_along="x-axis",
l_rebar_rounding=2,
hook_extension=40,
structure=Structure,
facename="Face6",
).rebar_group
# For LShaped Rebars with hook along y-axis
RebarGroup = SingleTie.makeSingleTieFourRebars(
l_cover_of_tie=40,
r_cover_of_tie=40,
t_cover_of_tie=40,
b_cover_of_tie=40,
offset_of_tie=100,
bent_angle=135,
extension_factor=2,
dia_of_tie=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_rebars=16,
t_offset_of_rebars=-40,
b_offset_of_rebars=-40,
rebar_type="LShapeRebar",
hook_orientation="Top Outside",
hook_extend_along="y-axis",
l_rebar_rounding=2,
hook_extension=40,
structure=Structure,
facename="Face6",
).rebar_group
Create Single Tie Multiple Rebars
RebarGroup = makeSingleTieMultipleRebars(
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
offset_of_tie,
bent_angle,
extension_factor,
dia_of_tie,
number_spacing_check,
number_spacing_value,
dia_of_main_rebars,
main_rebars_t_offset,
main_rebars_b_offset,
main_rebars_type="StraightRebar",
main_hook_orientation="Top Inside",
main_hook_extend_along="x-axis",
l_main_rebar_rounding=None,
main_hook_extension=None,
sec_rebars_t_offset=None,
sec_rebars_b_offset=None,
sec_rebars_number_diameter=None,
sec_rebars_type=("StraightRebar", "StraightRebar"),
sec_hook_orientation=("Top Inside", "Top Inside"),
l_sec_rebar_rounding=None,
sec_hook_extension=None,
structure=None,
facename=None,
)
- Creates a
RebarGroup
object from the givenstructure
, which is an Arch Structure, andfacename
, which is a face of that structure.- If no
structure
norfacename
are given, it will take the user selected face as input.
- If no
l_cover_of_tie
,r_cover_of_tie
,t_cover_of_tie
,b_cover_of_tie
andoffset_of_tie
are inner offset distances for the tie elements with respect to the faces of the structure. They are respectively the left, right, top, bottom and front/rear offsets.bent_angle
define the angle of the tip of the reinforcement loop.extension_factor
define the length of the tip of the reinforcement loop, expressed in times the diameter.dia_of_tie
is the diameter of the ties.number_spacing_check
if it isTrue
it will create as many ties as given bynumber_spacing_value
; if it isFalse
it will create ties separated by the numerical value ofnumber_spacing_value
.number_spacing_value
specifies the number of ties, or the value of the separation between them, depending onnumber_spacing_check
.dia_of_main_rebars
is the diameter of the main rebars.main_rebars_t_offset
andmain_rebars_b_offset
are inner offset distances for the main rebars with respect to the top and bottom faces of the structure, respectively.main_rebars_type
is the type of the main rebars; it can be"StraightRebar"
or"LShapeRebar"
.main_hook_orientation
specifies the orientation of main LShaped hook; it can be:"Top Inside"
,"Top Outside"
,"Bottom Inside"
,"Bottom Outside"
,"Top Right"
,"Top Left"
,"Bottom Right"
or"Bottom Left"
.main_hook_extend_along
specifies direction for main hook extension; it can be"x-axis"
or"y-axis"
.l_main_rebar_rounding
is the parameter that determines the bending radius of the LShaped main rebars, expressed as times the diameter.main_hook_extension
is the length of hook of main LShaped rebars.sec_rebars_t_offset
andsec_rebars_b_offset
are tuples (xdir_rebars_t_offset, ydir_rebars_t_offset) and (xdir_rebars_b_offset, ydir_rebars_b_offset) respectively, that defines inner offset distances for the secondary x-direction and y-direction rebars with respect to the top and bottom faces of the structure, respectively.sec_rebars_number_diameter
is a tuple (xdir_rebars_number_diameter, ydir_rebars_number_diameter) that defines number#diameter set of the secondary x-direction and y-direction rebars, respectively.sec_rebars_type
is a tuple (xdir_rebars_type, ydir_rebars_type) that defines the type of secondary x-direction and y-direction rebars ,respectively; it can have"StraightRebar"
or"LShapeRebar"
as rebar type.sec_hook_orientation
is a tuple (xdir_hook_orientation, ydir_hook_orientation) that defines the orientation of secondary x-direction and y-direction LShaped hook; it can have"Top Inside"
,"Top Outside"
,"Bottom Inside"
,"Bottom Outside"
,"Top Right"
,"Top Left"
,"Bottom Right"
or"Bottom Left"
as hook_orientation.l_sec_rebar_rounding
is a tuple (l_xdir_rebar_rounding, l_ydir_rebar_rounding) that determines the bending radius of the LShaped secondary x-direction and y-direction LShaped rebars, expressed as times the diameter of x-direction and y-direction LShaped rebars, respectively.sec_hook_extension
is a tuple (xdir_hook_extension, ydir_hook_extension) that defines the length of hook of secondary x-direction and y-direction LShaped rebars.
Beispiel
import FreeCAD, Draft, Arch
from ColumnReinforcement import SingleTieMultipleRebars
# It doesn't work if the structure is not based on a face
# Structure = Arch.makeStructure(length=1000, width=400, height=400)
Rect = Draft.makeRectangle(400, 400)
Structure = Arch.makeStructure(Rect, height=1600)
Structure.ViewObject.Transparency = 80
FreeCAD.ActiveDocument.recompute()
RebarGroup = SingleTieMultipleRebars.makeSingleTieMultipleRebars(
l_cover_of_tie=40,
r_cover_of_tie=40,
t_cover_of_tie=40,
b_cover_of_tie=40,
offset_of_tie=100,
bent_angle=135,
extension_factor=2,
dia_of_tie=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_main_rebars=16,
main_rebars_t_offset=-40,
main_rebars_b_offset=-40,
main_rebars_type="LShapeRebar",
main_hook_orientation="Top Outside",
main_hook_extend_along="x-axis",
l_main_rebar_rounding=2,
main_hook_extension=40,
sec_rebars_t_offset=(-40, -40),
sec_rebars_b_offset=(-40, -40),
sec_rebars_number_diameter=("2#20mm+1#16mm+2#20mm", "1#20mm+1#16mm+1#20mm"),
sec_rebars_type=("LShapeRebar", "LShapeRebar"),
sec_hook_orientation=("Top Outside", "Top Outside"),
l_sec_rebar_rounding=(2, 2),
sec_hook_extension=(40, 40),
structure=Structure,
facename="Face6",
)
Edition of Single Tie Four Rebars
Die Eigenschaften von Bewehrungsbügeln und Bewehrungsstäben lassen sich mit der folgenden Funktion anpassen:
rebar_group = editSingleTieFourRebars(
rebar_group,
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
offset_of_tie,
bent_angle,
extension_factor,
dia_of_tie,
number_spacing_check,
number_spacing_value,
dia_of_rebars,
t_offset_of_rebars,
b_offset_of_rebars,
rebar_type="StraightRebar",
hook_orientation="Top Inside",
hook_extend_along="x-axis",
l_rebar_rounding=None,
hook_extension=None,
structure=None,
facename=None,
)
rebar_group
is a previously createdColumnReinforcement
group object.- The other parameters are the same as required by the
makeSingleTieFourRebars()
function. structure
andfacename
may be omitted so that the rebar stays in the original structure.
Beispiel
from ColumnReinforcement import SingleTie
rebar_group = SingleTie.editSingleTieFourRebars(
rebar_group,
l_cover_of_tie=40,
r_cover_of_tie=40,
t_cover_of_tie=40,
b_cover_of_tie=40,
offset_of_tie=100,
bent_angle=135,
extension_factor=2,
dia_of_tie=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_rebars=16,
t_offset_of_rebars=-40,
b_offset_of_rebars=-40,
rebar_type="LShapeRebar",
hook_orientation="Top Outside",
hook_extend_along="x-axis",
l_rebar_rounding=2,
hook_extension=40,
structure=None,
facename=None,
)
Edition of Single Tie Multiple Rebars
Die Eigenschaften von Bewehrungsbügeln und Bewehrungsstäben lassen sich mit der folgenden Funktion anpassen:
rebar_group = editSingleTieMultipleRebars(
rebar_group,
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
offset_of_tie,
bent_angle,
extension_factor,
dia_of_tie,
number_spacing_check,
number_spacing_value,
dia_of_main_rebars,
main_rebars_t_offset,
main_rebars_b_offset,
main_rebars_type="StraightRebar",
main_hook_orientation="Top Inside",
main_hook_extend_along="x-axis",
l_main_rebar_rounding=None,
main_hook_extension=None,
sec_rebars_t_offset=None,
sec_rebars_b_offset=None,
sec_rebars_number_diameter=None,
sec_rebars_type=("StraightRebar", "StraightRebar"),
sec_hook_orientation=("Top Inside", "Top Inside"),
l_sec_rebar_rounding=None,
sec_hook_extension=None,
structure=None,
facename=None,
)
rebar_group
is a previously createdColumnReinforcement
group object.- The other parameters are the same as required by the
makeSingleTieMultipleRebars()
function. structure
andfacename
may be omitted so that the reinforcement stays in the original structure.
Beispiel
from ColumnReinforcement import SingleTieMultipleRebars
rebar_group = SingleTieMultipleRebars.editSingleTieMultipleRebars(
rebar_group,
l_cover_of_tie=40,
r_cover_of_tie=40,
t_cover_of_tie=40,
b_cover_of_tie=40,
offset_of_tie=100,
bent_angle=135,
extension_factor=2,
dia_of_tie=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_main_rebars=16,
main_rebars_t_offset=-40,
main_rebars_b_offset=-40,
main_rebars_type="LShapeRebar",
main_hook_orientation="Top Outside",
main_hook_extend_along="x-axis",
l_main_rebar_rounding=2,
main_hook_extension=40,
sec_rebars_t_offset=(-40, -40),
sec_rebars_b_offset=(-40, -40),
sec_rebars_number_diameter=("2#20mm+1#16mm+2#20mm", "1#20mm+1#16mm+1#20mm"),
sec_rebars_type=("StraightRebar", "StraightRebar"),
sec_hook_orientation=None,
l_sec_rebar_rounding=None,
sec_hook_extension=None,
structure=None,
facename=None,
)
- Elemente: Wand, Struktur, Dach, Fenster, Tür, Treppe, Raum, Rahmen, Ausstattung; Pipe, Pipe Connector; Schedule
- Bewehrung: Bewehrungsstab; Straight Rebar, UShape Rebar, LShape Rebar, Bent Shape Rebar, Stirrup Rebar, Helical Rebar
- Paneele: Panel, Panel Cut, Panel Sheet, Nest
- Material: Material, Multi-Material
- Organisation: Baugrund, Referenz,Gebäude, Geschoss, Gebäudeteil, Schnittebene
- Achsen: Achse, Achsensystem, Raster
- Änderungen: Schneiden in einer Ebene, Komponente hinzufügen, Teil entfernen, Survey
- Dienstprogramme: Komponente, Komponente klonen, Netz zerlegen, Netz in Form umwandeln, Wähle nicht-mehrfache Polygonnetze, Entferne Form, Schließt Löcher, Wände zusammenfügen, Check, Ifc Explorer, Toggle IFC Brep flag, 3 Ansichten aus Netz, Erstelle IFC Kalkulationstabelle..., Toggle Subcomponents
- Additional: Einstellungen, Import-Export Preferences (IFC, DAE, OBJ, JSON, 3DS); Arch API
- Erste Schritte
- Installation: Herunterladen, Windows, Linux, Mac, Zusätzlicher Komponenten, Docker, AppImage, Ubuntu Snap
- Grundlagen: Über FreeCAD, Graphische Oberfläche, Mausbedienung, Auswahlmethoden, Objektname, Programmeinstellungen, Arbeitsbereiche, Dokumentstruktur, Objekteigenschaften, Hilf FreeCAD, Spende
- Hilfe: Tutorien, Video Tutorien
- Arbeitsbereiche: Std Base, Arch, Assembly, CAM, Draft, FEM, Inspection, Mesh, OpenSCAD, Part, PartDesign, Points, Reverse Engineering, Robot, Sketcher, Spreadsheet, Surface, TechDraw, Test Framework