Reinforcement Nomenclature

From FreeCAD Documentation
Revision as of 11:52, 11 June 2020 by David69 (talk | contribs) (Created page with "{{Caption|Boîte de dialogue pour l'outil de nomenclature de barres d'armature Arch}}")


Arch Armature personnalisée nomenclature

Emplacement du menu
Arch → Rebar
Ateliers
Arch, BIM
Raccourci par défaut
Aucun
Introduit dans la version
0.19
Voir aussi
Arch Armature personnalisée, Addon Barres de renfort

Description

L'outil Nomenclature permet à l'utilisateur de créer une nomenclature de barres d'armature.

Cette commande fait partie de l'Addon Reinforcement, un atelier externe que vous pouvez installer avec Addon Manager via le menu Outils → Gestionnaire d'Addon → Reinforcement.

Nomenclature de barres d'armature

Utilisation

1. Sélectionnez Arch Armature personnalisée les objets que vous souhaitez inclure dans la nomenclature. Ou sélectionnez les objets Arch Structure pour inclure les objets Arch Armature personnalisée hébergés par celui-ci dans la nomenclature. Si rien n'est sélectionné, la nomenclature sera générée pour tous les Arch Armature personnalisée et les objets Rebar2 présents dans le modèle.

2. Sélectionnez ensuite Bill Of Material dans les outils d'armature.

3. Une boîte de dialogue apparaîtra à l'écran, comme indiqué ci-dessous.

Boîte de dialogue pour l'outil de nomenclature de barres d'armature Arch

4. Modify data to suit your requirements.

5. To edit Bill Of Material SVG configurations, click on Edit SVG Configurations. A dialog box will pop-out as shown below.

Dialog Box for the Arch Rebar BOM SVG configuration editing

6. Modify Bill Of Material SVG configurations and then click on OK to apply changes.

7. Click OK or Apply to generate Bill Of Material for rebars.

8. Click Cancel to exit the dialog box.

Properties

General:

  • DonnéesColumn Headers: A dictionary with column_data as key and tuple (column_display_header, column_sequence) as value.
  • DonnéesColumn Units: A dictionary with keys: "Diameter", "RebarLength", "RebarsTotalLength" and their corresponding units as value.
  • DonnéesDiameter Weight Map: A dictionary with diameter as key and corresponding weight as value.
  • DonnéesRebar Length Type: Rebar Length Type specifies the type of rebar length used for BOM calculations i.e. "RealLength" or "LengthWithSharpEdges".
  • DonnéesRebar Objects: A list of ArchRebar and/or rebar2 and/or structures (to select ArchRebar in that structure) objects.

SVG:

  • DonnéesFont Family: Font Family of text in BOM SVG.
  • DonnéesFont Filename: Font filename corresponding to font family required in console mode.
  • DonnéesFont Size: Font size in mm.
  • DonnéesColumn Width: Width of each column in BOM SVG table.
  • DonnéesRow Height: Height of each row in BOM SVG table.
  • DonnéesLeft Offset: Left offset of BOM SVG table.
  • DonnéesTop Offset: Top offset of BOM SVG table.
  • DonnéesMinimum Right Offset: Minimum right offset of BOM SVG table.
  • DonnéesMinimum Bottom Offset: Minimum bottom offset of BOM SVG table.
  • DonnéesMaximum Width: Maximum width of BOM SVG table.
  • DonnéesMaximum Height: Maximum height of BOM SVG table.
  • DonnéesTemplate File: Template svg file for BOM SVG.
  • DonnéesOutput File: BOM SVG Output file.

Scripting

See also: Arch API, Reinforcement API and FreeCAD Scripting Basics.

The Bill Of Material tool can be used in macros and from the Python console by using the following function:

Create Bill Of Material Spreadsheet

bom_spreadhseet = makeBillOfMaterial(
    column_headers=None,
    column_units=None,
    dia_weight_map=None,
    rebar_length_type=None,
    rebar_objects=None,
    obj_name="RebarBillOfMaterial",
)
  • Creates a RebarBillOfMaterial spreadsheet object for given rebar_objects.
    • If rebar_objects list is empty, then RebarBillOfMaterial spreadsheet will be created all rebars in a model.
  • column_headers is a dictionary with keys: "Mark", "RebarsCount", "Diameter", "RebarLength", "RebarsTotalLength" and values are tuple of column_header and their sequence number.
   Example: {
                "Mark": ("Mark", 1),
                "RebarsCount": ("No. of Rebars", 2),
                "Diameter": ("Diameter in mm", 3),
                "RebarLength": ("Length in m/piece", 4),
                "RebarsTotalLength": ("Total Length in m", 5),
            }
            set column sequence number to 0 to hide column.
  • column_units is a dictionary with keys: "Diameter", "RebarLength", "RebarsTotalLength" and their corresponding units as value.
   Example: {
                "Diameter": "mm",
                "RebarLength": "m",
                "RebarsTotalLength": "m",
            }
  • dia_weight_map is a dictionary with diameter as key and corresponding weight as value.
   Syntax: {
                6: FreeCAD.Units.Quantity("0.222 kg/m"),
                8: FreeCAD.Units.Quantity("0.395 kg/m"),
                10: FreeCAD.Units.Quantity("0.617 kg/m"),
                12: FreeCAD.Units.Quantity("0.888 kg/m"),
                ...,
            }
  • rebar_length_type specifies the type of rebar length used for BOM calculations; it can be "RealLength" or "LengthWithSharpEdges".
  • rebar_objects is a list of ArchRebar and/or rebar2 and/or structures (to select ArchRebar in that structure) objects.

Example

import FreeCAD, Draft, Arch
from ColumnReinforcement import TwoTiesSixRebars
from BillOfMaterial import BillOfMaterial_Spreadsheet


# 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)
Structure1 = Arch.makeStructure(Rect, height=1600)
Structure1.ViewObject.Transparency = 80
Structure2 = Arch.makeStructure(Rect, height=1600)
Structure2.ViewObject.Transparency = 80
Structure2.Placement = FreeCAD.Placement(FreeCAD.Vector(1000, 0, 0), FreeCAD.Rotation(FreeCAD.Vector(0, 0, 1), 0))
FreeCAD.ActiveDocument.recompute()

# Create 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=Structure1,
    facename="Face6",
)


# Create 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=Structure2,
    facename="Face6",
)

COLUMN_UNITS = {
    "Diameter": "mm",
    "RebarLength": "m",
    "RebarsTotalLength": "m",
}

COLUMN_HEADERS = {
    "Mark": ("Mark", 1),
    "RebarsCount": ("No. of Rebars", 2),
    "Diameter": ("Diameter in " + COLUMN_UNITS["Diameter"], 3),
    "RebarLength": ("Length in " + COLUMN_UNITS["RebarLength"] + "/piece", 4),
    "RebarsTotalLength": ("Total Length in " + COLUMN_UNITS["RebarsTotalLength"], 5),
}

DIA_WEIGHT_MAP = {
    6: FreeCAD.Units.Quantity("0.222 kg/m"),
    8: FreeCAD.Units.Quantity("0.395 kg/m"),
    10: FreeCAD.Units.Quantity("0.617 kg/m"),
    12: FreeCAD.Units.Quantity("0.888 kg/m"),
    14: FreeCAD.Units.Quantity("1.206 kg/m"),
    16: FreeCAD.Units.Quantity("1.578 kg/m"),
    18: FreeCAD.Units.Quantity("2.000 kg/m"),
    20: FreeCAD.Units.Quantity("2.466 kg/m"),
    22: FreeCAD.Units.Quantity("2.980 kg/m"),
    25: FreeCAD.Units.Quantity("3.854 kg/m"),
    28: FreeCAD.Units.Quantity("4.830 kg/m"),
    32: FreeCAD.Units.Quantity("6.313 kg/m"),
    36: FreeCAD.Units.Quantity("7.990 kg/m"),
    40: FreeCAD.Units.Quantity("9.864 kg/m"),
    45: FreeCAD.Units.Quantity("12.490 kg/m"),
    50: FreeCAD.Units.Quantity("15.410 kg/m"),
}

# To create Bill Of Material Spreadsheet for all rebars in a model

BillOfMaterial_Spreadsheet.makeBillOfMaterial(
    column_headers=COLUMN_HEADERS,
    column_units=COLUMN_UNITS,
    dia_weight_map=DIA_WEIGHT_MAP,
    rebar_length_type="RealLength",
)

# To create Bill Of Material Spreadsheet for rebars in Structure1

BillOfMaterial_Spreadsheet.makeBillOfMaterial(
    column_headers=COLUMN_HEADERS,
    column_units=COLUMN_UNITS,
    dia_weight_map=DIA_WEIGHT_MAP,
    rebar_length_type="LengthWithSharpEdges",
    rebar_objects=[Structure1],
)