Arch: Armatura di pilastro con due staffe e sei barre
Armatura di pilastro |
Posizione nel menu |
---|
Arch → Strumenti armatura → Armatura di colonna o BIM → 3D/BIM → Reinforcement → Column Reinforcement |
Ambiente |
Arch, BIM |
Avvio veloce |
Nessuno |
Introdotto nella versione |
0.19 |
Vedere anche |
Armatura di pilastro, Armatura di trave |
Descrizione
Lo strumento Armatura di pilastro con due staffe e sei barre consente all'utente di creare delle barre di rinforzo all'interno di un oggetto Struttura Pilastro.
The Column Reinforcement TwoTiesSixRebars tool is also integrated into BIM Workbench.
Questo comando fa parte dell'ambiente Reinforcement, un ambiente esterno che si può installare con Addon manager, tramite il menu Strumenti → Addon manager → Reinforcement.
Armatura di pilastro tipo due staffe sei barre all'interno di una Struttura pilastro
Utilizzo
1. Selezionare una faccia di un oggetto Struttura creato precedentemente.
2. Quindi selezionare Armatura di pilastro dagli strumenti armatura.
3. Sullo schermo appare una finestra di dialogo come mostrato sotto.
Finestra di dialogo per lo strumento Armatura di pilastro
4. Selezionare il tipo di rinforzo di colonna TwoTiesSixRebars dal menu a discesa sul lato destro.
Finestra di dialogo per lo strumento Armatura di pilastro di tipo due staffe e sei barre
5. Fornire input per i dati relativi ai legami.
6. Fare clic su Avanti e la finestra di dialogo verrà aggiornata come mostrato sotto.
Finestra di dialogo per i dati dell'armatura principale
11. Selezionare il tipo di armatura desiderata e compilare i dati per le armature in direzione y.
12. Cliccare su OK o su Applica per generare il rinforzo del pilastro.
13. Cliccare su Cancella per uscire dalla finestra di dialogo.
Proprietà
Ties:
- DatiLeft Cover: The distance between the left end of the tie to the left face of the structure.
- DatiRight Cover: The distance between the right end of the tie to right face of the structure.
- DatiTop Cover: The distance between tie from the top face of the structure.
- DatiBottom Cover: The distance between tie from the bottom face of the structure.
- DatiOffset: The distance between tie from the top/bottom face of the structure.
- DatiDiameter: Diameter of the tie.
- DatiBent Angle: Bent angle defines the angle at the ends of a tie.
- DatiExtension Factor: Extension Factor defines length of end of tie, expressed in times the diameter.
- DatiNumber: The number of ties.
- DatiSpacing: The distance between the axes of each tie.
- DatiTies Sequence: The sequence of ties from top to bottom with respect to front view.
Main Rebars: Rebars present at corners of tie
- DatiRebar Type: Type of main rebars.
- DatiHook Orientation: Orientation of LShaped hooks.
- DatiHook Extend Along: Direction for hook extension.
- DatiHook Extension: Length of hook of LShape rebars.
- DatiRounding: A rounding value to be applied to the corners of the LShape rebars, expressed in times the diameter.
- DatiTop Offset: The distance between rebar from the top face of the structure.
- DatiBottom Offset: The distance between rebar from the bottom face of the structure.
- DatiDiameter: Diameter of the main rebars.
Script
Vedere anche: API Arch, API di Reinforcement e Basi di script per FreeCAD.
Lo strumento Armatura di pilastro può essere utilizzato nelle macro e dalla console Python utilizzando la seguente funzione:
Create Two Ties Six Rebars
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 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_ties
,r_cover_of_ties
,t_cover_of_ties
,b_cover_of_ties
andoffset_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 isTrue
it will create as many two ties sets as given bynumber_spacing_value
; if it isFalse
it will create two ties sets separated by the numerical value ofnumber_spacing_value
.number_spacing_value
specifies the number of two ties sets, or the value of the separation between the sets, depending onnumber_spacing_check
.dia_of_main_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.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")
.
Esempio
import FreeCAD, Draft, Arch
from ColumnReinforcement import TwoTiesSixRebars
# Non funziona se la struttura non si basa su una faccia
# 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()
# Per armature diritte
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",
)
# Per barre a forma di L con gancio lungo l'asse x
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",
)
Edition of Two Ties Six Rebars
You can change the properties of the ties and rebars with the following function
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 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.
Esempio
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,
)
- Elements: Wall, Structure, Curtain Wall, Window, Roof, Space, Stairs, Equipment, Frame, Fence, Truss, Profile, Pipe, Pipe Connector
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