|
|
| Menüeintrag |
|---|
| 3D/BIM → Bewehrungswerkzeuge → Balkenbewehrung |
| Arbeitsbereich |
| Reinforcement, BIM |
| Standardtastenkürzel |
| Keiner |
| Eingeführt in Version |
| 0.19 |
| Siehe auch |
| Keiner |
Das Werkzeug Reinforcement Balkenbewehrung erlaubt dem Anwender Bewehrungsstäbe innerhalb eines Balkenobjekts (Arch-Struktur-Objekt) zu erzeugen.
Dieses Werkzeug ist Teil des Arbeitsbereichs Reinforcement; dieser ist ein externer Arbeitsbereich, der mit dem Addon-Manager installiert werden kann.
Balkenbewehrung innerhalb eines Balkens (Arch Struktur)
1. Wähle die rechte Seite eines zuvor erstellten Balkenobjekts Arch Structure mit einer Länge entlang der x-Achse. Oder wähle die Vorderseite eines zuvor erstellten Balkenobjekts
Arch Structure mit einer Länge entlang der y-Achse.
2. Dann Stützenbewehrung in den Armierungswerkzeugen auswählen.
3. Eine Dialog-Box wird sich öffnen, wie unten gezeigt.
4. Wähle die gewünschte Art der Stützenbewehrung aus.
5. Gib Eingaben für Daten zu Bindungen ein.
6. Klicke auf Weiter und das Dialogfeld wird wie unten gezeigt aktualisiert.
7. Daten für obere Bewehrungsstäbe festlegen.
8. Klicke auf Weiter und das Dialogfeld wird wie unten gezeigt aktualisiert.
9. Lege die Daten für die unteren Bewehrungsstäbe ähnlich den Daten für die oberen Bewehrungsstäbe fest.
10. Klicke auf Weiter und das Dialogfeld wird wie unten gezeigt aktualisiert.
11. Daten für linksseitige Scherbewehrungsstäbe festlegen.
12. Klicke auf Weiter und das Dialogfeld wird wie unten gezeigt aktualisiert.
13. Lege die Daten für Bewehrungsstäbe mit rechter Scherung ähnlich den Daten für Bewehrungsstäbe mit linker Scherung fest.
14. Klicke auf OK oder Übernehmen, um die Balkenbewehrung zu erzeugen.
15. Abbrechen anklicken, um die Dialog-Box zu verlassen.
Bügel:
Obere/untere Bewehrungsstäbe: An der Ober-/Unterseite des Balkens vorhandene Bewehrungsstäbe
Linke/rechte Bewehrungsstäbe: Bewehrungsstäbe auf der linken/rechten Seite des Balkens vorhanden
Siehe auch: Architektur API, Bewehrung API und Grundlagen der Skripterstellung in FreeCAD.
Das Werkzeug „Reinforcement BeamRebars“ kann in Makros und von der Python-Konsole aus mithilfe der folgenden Funktion verwendet werden:
RebarGroup = makeReinforcement(
l_cover_of_stirrup,
r_cover_of_stirrup,
t_cover_of_stirrup,
b_cover_of_stirrup,
offset_of_stirrup,
bent_angle,
extension_factor,
dia_of_stirrup,
number_spacing_check,
number_spacing_value,
top_reinforcement_number_diameter_offset,
top_reinforcement_rebar_type,
top_reinforcement_layer_spacing,
bottom_reinforcement_number_diameter_offset,
bottom_reinforcement_rebar_type,
bottom_reinforcement_layer_spacing,
left_rebars_number_diameter_offset,
left_rebars_type,
left_rebars_spacing,
right_rebars_number_diameter_offset,
right_rebars_type,
right_rebars_spacing,
top_reinforcement_l_rebar_rounding=2,
top_reinforcement_hook_extension=40,
top_reinforcement_hook_orientation="Front Inside",
bottom_reinforcement_l_rebar_rounding=2,
bottom_reinforcement_hook_extension=40,
bottom_reinforcement_hook_orientation="Front Inside",
left_l_rebar_rounding=2,
left_rebars_hook_extension=40,
left_rebars_hook_orientation="Front Inside",
right_l_rebar_rounding=2,
right_rebars_hook_extension=40,
right_rebars_hook_orientation="Front Inside",
structure=None,
facename=None,
)
RebarGroup object from the given structure, which is an Arch Structure, and facename, which is a face of that structure.
structure nor facename are given, it will take the user selected face as input.l_cover_of_stirrup, r_cover_of_stirrup, t_cover_of_stirrup, b_cover_of_stirrup and offset_of_stirrup are inner offset distances for the stirrup 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 of stirrup.extension_factor define the length of the tip of the reinforcement loop of stirrup, expressed in times the diameter.dia_of_stirrup is the diameter of the stirrup.number_spacing_check if it is True it will create as many stirrup as given by number_spacing_value; if it is False it will create stirrup separated by the numerical value of number_spacing_value.number_spacing_value specifies the number of stirrups, or the value of the separation between them, depending on number_spacing_check.top_reinforcement_number_diameter_offset and bottom_reinforcement_number_diameter_offset are tuple of number_diameter_offset string. Each element of tuple represents reinforcement for each new layer. Syntax: (
"number1#diameter1@offset1+number2#diameter2@offset2+...",
"number3#diameter3@offset3+number4#diameter4@offset4+...",
...,
)
top_reinforcement_rebar_type and bottom_reinforcement_rebar_type specifies type of top/bottom reinforcement bars. Possible values:
1. 'StraightRebar' or 'LShapeRebar'
2. ('<rebar_type>', '<rebar_type>', ...) and number of elements of tuple must be equal to number of reinforcement
layers.
3. [
('<rebar_type>', '<rebar_type>', ...),
('<rebar_type>', '<rebar_type>', ...),
...,
]
each element of list is a tuple, which specifies rebar type of each reinforcement layer. And each element of
tuple represents rabar_type for each set of rebars.
4. [
<rebar_type>,
('<rebar_type>', '<rebar_type>', ...),
...,
]
top_reinforcement_layer_spacing and bottom_reinforcement_layer_spacing is the spacing between two consecutive reinforcement layers. Possible values:
1. <layer_spacing>
2. (<spacing in layer1 and layer2>, <spacing in layer2 and layer3>, ...) and number of elements of tuple must be
equal to one less than number of layers.
left_rebars_number_diameter_offset and right_rebars_number_diameter_offset are string of number_diameter_offset.Syntax: "number1#diameter1@offset1+number2#diameter2@offset2+..."
left_rebars_type and right_rebars_type specifies type of left/right reinforcement bars. Possible values:
1. 'StraightRebar' or 'LShapeRebar'
2. ('<rebar_type>', '<rebar_type>', ...) and each element of tuple represents rabar_type for each set of rebars.
left_rebars_spacing and right_rebars_spacing is clear spacing between consecutive reinforcement bars.top_reinforcement_l_rebar_rounding and bottom_reinforcement_l_rebar_rounding is the parameter that determines the bending radius of the LShaped top/bottom rebars, expressed as times the diameter. Possible syntax are similar to as discussed above for top_reinforcement_rebar_type / bottom_reinforcement_rebar_type.top_reinforcement_hook_extension and bottom_reinforcement_hook_extension is the length of hook of LShaped rebars. Possible syntax are similar to as discussed above for top_reinforcement_rebar_type / bottom_reinforcement_rebar_type.top_reinforcement_hook_orientation and bottom_reinforcement_hook_orientation specifies the orientation of LShaped hook; it can be "Front Inside", "Front Outside", "Rear Inside" or "Rear Outside". Possible syntax are similar to as discussed above for top_reinforcement_rebar_type / bottom_reinforcement_rebar_type.left_l_rebar_rounding and right_l_rebar_rounding is the parameter that determines the bending radius of the LShaped left/right rebars, expressed as times the diameter. Possible syntax are similar to as discussed above for left_rebars_type / right_rebars_type.left_rebars_hook_extension and right_rebars_hook_extension is the length of hook of LShaped rebars. Possible syntax are similar to as discussed above for left_rebars_type / right_rebars_type.left_rebars_hook_orientation and right_rebars_hook_orientation specifies the orientation of LShaped hook; it can be "Front Inside", "Front Outside", "Rear Inside" or "Rear Outside". Possible syntax are similar to as discussed above for left_rebars_type / right_rebars_type.
import FreeCAD, Arch
from BeamReinforcement import TwoLeggedBeam
Structure = Arch.makeStructure(length=3000.0,width=200.0,height=400.0)
Structure.ViewObject.Transparency = 80
FreeCAD.ActiveDocument.recompute()
RebarGroup = TwoLeggedBeam.makeReinforcement(
l_cover_of_stirrup=20,
r_cover_of_stirrup=20,
t_cover_of_stirrup=20,
b_cover_of_stirrup=20,
offset_of_stirrup=100,
bent_angle=135,
extension_factor=4,
dia_of_stirrup=8,
number_spacing_check=False,
number_spacing_value=200,
top_reinforcement_number_diameter_offset=("1#20@-60+2#16@-60+1#20@-60", "3#16@-100"),
top_reinforcement_rebar_type="LShapeRebar",
top_reinforcement_layer_spacing=30,
bottom_reinforcement_number_diameter_offset=("1#20@-60+2#16@-60+1#20@-60", "3#16@-100"),
bottom_reinforcement_rebar_type="LShapeRebar",
bottom_reinforcement_layer_spacing=30,
left_rebars_number_diameter_offset="1#16@-100+1#16@-100+1#16@-100",
left_rebars_type="LShapeRebar",
left_rebars_spacing=30,
right_rebars_number_diameter_offset="1#16@-100+1#16@-100+1#16@-100",
right_rebars_type="LShapeRebar",
right_rebars_spacing=30,
top_reinforcement_l_rebar_rounding=2,
top_reinforcement_hook_extension=100,
top_reinforcement_hook_orientation="Rear Outside",
bottom_reinforcement_l_rebar_rounding=2,
bottom_reinforcement_hook_extension=100,
bottom_reinforcement_hook_orientation="Rear Outside",
left_l_rebar_rounding=2,
left_rebars_hook_extension=80,
left_rebars_hook_orientation=("Rear Inside", "Front Inside", "Rear Inside"),
right_l_rebar_rounding=2,
right_rebars_hook_extension=80,
right_rebars_hook_orientation=("Front Inside", "Rear Inside", "Front Inside"),
structure=Structure,
facename="Face6",
)