Reinforcement Stützenbewehrung ZweiBügelSechsStäbe

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This page is a translated version of the page Reinforcement ColumnRebars TwoTiesSixRebars and the translation is 49% complete.

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Reinforcement

Menüeintrag
Reinforcement Stützenbewehrung
Arch → Armierungswerkzeuge → Stützenbewehrung 3D/BIM → Bewehrungswerkzeuge → Stützenbewehrung
Arbeitsbereich
Reinforcement, Arch, BIM
Standardtastenkürzel
Keiner
Eingeführt in Version
0.19
Siehe auch
Reinforcement Stützenbewehrung, Reinforcement Stützenbewehrung Ringförmig

Beschreibung

Das Werkzeug Reinforcement Stützenbewehrung ermöglicht dem Anwender, Bewehrungsstäbe innerhalb einer Stütze (Struktur-Objekt) zu erzeugen. Diese Seite zeigt ein weiteres Anwendungsbeispiel für dieses Werkzeug.

Dieses Werkzeug ist Teil des Arbeitsbereichs Reinforcement; dieser ist ein externer Arbeitsbereich, der mit dem Addon-Manager installiert werden kann.

Drei Anwendungsbeispiele stehen zur Verfügung:

Stützenbewehrung mit zwei Bügeln und sechs Stäben (Bewehrungskorb) 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.

Dialog Box for the Arch Rebar ColumnReinforcement tool

4. Select the TwoTiesSixRebars type of column reinforcement from drop down menu on right side.

Dialog Box for the TwoTiesSixRebars ColumnReinforcement

5. Give inputs for data related to ties.

6. Click Next and the dialog box will be updated as shown below.

Dialog Box for Main Rebars data

7. Select desired rebar type and fill data for main rebars.

8. Click OK or Apply to generate column reinforcement.

9. Click Cancel to exit the dialog box.

Properties

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.
DatenTies Sequence: The sequence of ties from top to bottom with respect to front view.

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.

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:

Stützenbewehrung mit zwei Bügeln und sechs Stäben erstellen

RebarGroup = makeTwoTiesSixRebars(
    l_cover_of_ties,
    r_cover_of_ties,
    t_cover_of_ties,
    b_cover_of_ties,
    offset_of_ties,
    bent_angle_of_ties,
    extension_factor_of_ties,
    dia_of_ties,
    number_spacing_check,
    number_spacing_value,
    dia_of_main_rebars,
    t_offset_of_rebars,
    b_offset_of_rebars,
    main_rebars_type="StraightRebar",
    hook_orientation="Top Inside",
    hook_extend_along="x-axis",
    l_rebar_rounding=None,
    hook_extension=None,
    ties_sequence=("Tie1", "Tie2"),
    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_ties, r_cover_of_ties, t_cover_of_ties, b_cover_of_ties and offset_of_ties 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_of_ties define the angle of the tip of the reinforcement loop of tie elements.
extension_factor_of_ties define the length of the tip of the reinforcement loop of tie elements, expressed in times the diameter of tie elements.
dia_of_ties is the diameter of the tie elements.
number_spacing_check if it is True it will create as many two ties sets as given by number_spacing_value; if it is False it will create two ties sets separated by the numerical value of number_spacing_value.
number_spacing_value specifies the number of two ties sets, or the value of the separation between the sets, depending on number_spacing_check.
dia_of_main_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.
main_rebars_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.
ties_sequence is the sequence of ties from top to bottom with respect to front view; it can be ("Tie1", "Tie2") or ("Tie2", "Tie1").

Beispiel

import FreeCAD, Draft, Arch
from ColumnReinforcement import TwoTiesSixRebars

# 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 = TwoTiesSixRebars.makeTwoTiesSixRebars(
    l_cover_of_ties=40,        
    r_cover_of_ties=40,
    t_cover_of_ties=40,
    b_cover_of_ties=40,
    offset_of_ties=100,
    bent_angle_of_ties=135,
    extension_factor_of_ties=2,
    dia_of_ties=8,
    number_spacing_check=True,
    number_spacing_value=10,
    dia_of_main_rebars=16,
    t_offset_of_rebars=40,
    b_offset_of_rebars=40,
    main_rebars_type="StraightRebar",
    hook_orientation="Top Inside",
    hook_extend_along="x-axis",
    l_rebar_rounding=None,
    hook_extension=None,
    ties_sequence=("Tie1", "Tie2"),
    structure=Structure,
    facename="Face6",
)

# For LShaped Rebars with hook along x-axis
RebarGroup = TwoTiesSixRebars.makeTwoTiesSixRebars(
    l_cover_of_ties=40,
    r_cover_of_ties=40,
    t_cover_of_ties=40,
    b_cover_of_ties=40,
    offset_of_ties=100,
    bent_angle_of_ties=135,
    extension_factor_of_ties=2,
    dia_of_ties=8,
    number_spacing_check=True,
    number_spacing_value=10,
    dia_of_main_rebars=16,
    t_offset_of_rebars=-40,
    b_offset_of_rebars=-40,
    main_rebars_type="LShapeRebar",
    hook_orientation="Top Outside",
    hook_extend_along="x-axis",
    l_rebar_rounding=2,
    hook_extension=40,
    ties_sequence=("Tie1", "Tie2"),
    structure=Structure,
    facename="Face6",
)

# For LShaped Rebars with hook along y-axis and tie sequence ("Tie2", "Tie1")

RebarGroup = TwoTiesSixRebars.makeTwoTiesSixRebars(
    l_cover_of_ties=40,        
    r_cover_of_ties=40,
    t_cover_of_ties=40,
    b_cover_of_ties=40,
    offset_of_ties=100,
    bent_angle_of_ties=135,
    extension_factor_of_ties=2,
    dia_of_ties=8,
    number_spacing_check=True,
    number_spacing_value=10,
    dia_of_main_rebars=16,
    t_offset_of_rebars=-40,
    b_offset_of_rebars=-40,
    main_rebars_type="LShapeRebar",
    hook_orientation="Top Outside",
    hook_extend_along="y-axis",
    l_rebar_rounding=2,
    hook_extension=40,
    ties_sequence=("Tie2", "Tie1"),
    structure=Structure,
    facename="Face6",
)

Stützenbewehrung mit zwei Bügeln und sechs Stäben bearbeiten

Die Eigenschaften von Bewehrungsbügeln und Bewehrungsstäben lassen sich mit der folgenden Funktion anpassen:

rebar_group = editTwoTiesSixRebars(
    rebar_group,
    l_cover_of_ties,
    r_cover_of_ties,
    t_cover_of_ties,
    b_cover_of_ties,
    offset_of_ties,
    bent_angle_of_ties,
    extension_factor_of_ties,
    dia_of_ties,
    number_spacing_check,
    number_spacing_value,
    dia_of_main_rebars,
    t_offset_of_rebars,
    b_offset_of_rebars,
    main_rebars_type="StraightRebar",
    hook_orientation="Top Inside",
    hook_extend_along="x-axis",
    l_rebar_rounding=None,
    hook_extension=None,
    ties_sequence=("Tie1", "Tie2"),
    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 TwoTiesSixRebars

rebar_group = TwoTiesSixRebars.editTwoTiesSixRebars(
    rebar_group,                                
    l_cover_of_ties=40,        
    r_cover_of_ties=40,
    t_cover_of_ties=40,
    b_cover_of_ties=40,
    offset_of_ties=100,
    bent_angle_of_ties=135,
    extension_factor_of_ties=2,
    dia_of_ties=8,
    number_spacing_check=True,
    number_spacing_value=10,
    dia_of_main_rebars=16,
    t_offset_of_rebars=-40,
    b_offset_of_rebars=-40,
    main_rebars_type="LShapeRebar",
    hook_orientation="Top Outside",
    hook_extend_along="x-axis",
    l_rebar_rounding=2,
    hook_extension=40,
    ties_sequence=("Tie2", "Tie1"),
    structure=None,
    facename=None,
)