Reinforcement ColumnRebars/de: Difference between revisions

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Kreisförmige Säulenverstärkung

Säulenverstärkung ZweiBinderSechsStäbe

Arch-Arbeitsbereich

Menüeintrag
Architektur Bewehrung Säulenverstärkung
Architektur → Rebar Tools → Säulenverstärkung oder 3D/BIM → Reinforcement tools → Stützenbewehrung
Arbeitsbereich
Arch, BIM
Standardtastenkürzel
Keiner
Eingeführt in Version
0.19
Siehe auch
Reinforcement, Arch Bewehrung, Arch Bewehrungsstab spiralförmig, ColumnReinforcement TwoTiesSixRebars

Beschreibung

Das StützenVerstärkung-Werkzeug ermöglicht es dem Anwender, Bewehrungsstäbe innerhalb eines Stützen Architektur Struktur-Objektes zu erzeugen.

Das Arch Stützenverstärkung-Werkzeug ist auch im BIM-Arbeitsbereich integriert.

Dieser Befehl ist Teil der BewehrungsErweiterung, eines externen Arbeitsbereichs, der mit dem Erweiterungsverwalter über das Template:MenuCommand/de-Menü installiert werden kann.

Stützenbewehrung innerhalb eines Stütze Architektur Struktur

Anwendung

1. Wähle eine Fläche eines vorher erstellten Arch Struktur-Objekt.
2. Wähle dann Stützen Verstäkung aus den Bewehrungs-Werkzeugen.
3. Eine Dialog-Box wird sich öffnen, wie unten gezeigt.

Dialog-Box für das Arch-Bewehrung-Stützenverstärkungs-Werkzeug

4. Wähle den gewünschten Typ von Säulenverstärkung.
5. Mache Eingaben zu Daten bzgl. Spannankern
6. Klicke Weiter und die Dialog-Box wird wie unten gezeigt aktualisiert.

Dialog-Box für Daten für Hauptbewehrungsstäbe

7. Wähle den gewünschten Typ Bewehrungsstäbe und fülle die Daten für Hauptbewehrungsstäbe.
8. Klicke Weiter und die Dialog-Box wird wie unten gezeigt aktualisiert.

Dialog Box for XDirection Rebars data

9. Select desired rebar type and fill data for xdirection rebars.
10. Click Next and the dialog box will be updated as shown below.

Dialog Box for YDirection Rebars data

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 Stützenverstärkungswerkzeug kann in Makros und aus der Python Konsole, durch Anwendung der folgenden Funktion verwendet werden:

Create Single Tie Four Rebars

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 given structure, which is an Arch Structure, and facename, which is a face of that structure.
- If no structure nor facename are given, it will take the user selected face as input.
l_cover_of_tie, r_cover_of_tie, t_cover_of_tie, b_cover_of_tie and offset_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 is True it will create as many ties as given by number_spacing_value; if it is False it will create ties separated by the numerical value of number_spacing_value.
number_spacing_value specifies the number of ties, or the value of the separation between them, depending on number_spacing_check.
dia_of_rebars is the diameter of the main rebars.
t_offset_of_rebars and b_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 given structure, which is an Arch Structure, and facename, which is a face of that structure.
- If no structure nor facename are given, it will take the user selected face as input.
l_cover_of_tie, r_cover_of_tie, t_cover_of_tie, b_cover_of_tie and offset_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 is True it will create as many ties as given by number_spacing_value; if it is False it will create ties separated by the numerical value of number_spacing_value.
number_spacing_value specifies the number of ties, or the value of the separation between them, depending on number_spacing_check.
dia_of_main_rebars is the diameter of the main rebars.
main_rebars_t_offset and main_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 and sec_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

# Es funktioniert nicht, wenn die Struktur nicht auf einer Fläche basiert
# 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",
)

Bearbeitung von Einfach Anker Vier Bewehrungen

Du kannst die Eigenschaften der Anker und Bewehrungsstäbe mit der folgenden Funktion ändern

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 created ColumnReinforcement group object.
The other parameters are the same as required by the makeSingleTieFourRebars() function.
structure and facename 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,
)

Bearbeitung von Einfach Anker Mehrfach Bewehrungen

Du kannst die Eigenschaften der Anker und Bewehrungsstäbe mit der folgenden Funktion ändern

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 created ColumnReinforcement group object.
The other parameters are the same as required by the makeSingleTieMultipleRebars() function.
structure and facename 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,
)

Kreisförmige Säulenverstärkung

Säulenverstärkung ZweiBinderSechsStäbe

Arch-Arbeitsbereich

Arch

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

Anwenderdokumentation

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, Start, Surface, TechDraw, Test Framework, Web

Erweiterung: Erweiterungsverwalter, Externe Arbeitsbereiche, Skripten und Makros

Hubs: Anwenderzentrum, Hauptanwenderzentrum, Entwicklerzentrum

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