Reinforcement ColumnRebars TwoTiesSixRebars/it

Other languages:

Armatura di pilastro

Armatura di trave

Arch

Posizione nel menu
Armatura di pilastro
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
Contents 1 Descrizione 2 Utilizzo 3 Proprietà 4 Script 4.1 Create Two Ties Six Rebars 4.1.1 Esempio 4.2 Edition of Two Ties Six Rebars 4.2.1 Esempio

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.

Questo comando fa parte dell'ambiente Reinforcement, un ambiente esterno che si può installare con Addon manager, tramite il menu Strumenti → Addon manager → Reinforcement.

Three usage examples are available:

Armatura di pilastro tipo due staffe sei barre all'interno di una Struttura pilastro

Utilizzo

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.

Finestra di dialogo per lo strumento Armatura di pilastro

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

Finestra di dialogo per lo strumento Armatura di pilastro di tipo due staffe e sei barre

5. Give inputs for data related to ties.

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

Finestra di dialogo per i dati dell'armatura principale

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.

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 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").

Esempio

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",
)

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 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.

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,
)