Reinforcement BillOfMaterial/de

Menüeintrag
Reinforcement Stückliste
Keiner
Arbeitsbereich
Reinforcement
Standardtastenkürzel
Keiner
Eingeführt in Version
0.19
Siehe auch
Keiner

Beschreibung

Das Werkzeug Reinforcement Stückliste ermöglicht dem Anwender eine Stückliste von Bewehrungsstäben zu erstellen.

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

Stückliste von Bewehrungsstäben

Anwendung

1. Wähle die Bewehrung und Bewehrung2-Objekte, die in die Stückliste aufgenommen werden sollen. Oder wähle Struktur-Objekte zum Aufnehmen der Bewehrungs-Objekte, die von diesen in der Stückliste verwaltet werden. Wenn nichts ausgewählt ist, wird die Stückliste für alle Bewehrung- und Bewehrung2-Objekte, die in der Zeichnung enthalten sind, erstellt.

2. Wähle dann die Schaltfläche Rebar Stückliste aus den Bewehrungs-Werkzeugen.

3. Eine Dialog-Box wird sich öffnen, wie unten gezeigt.

Dialog-Box des Arch-Bewehrung-Stücklisten-Werkzeugs

4. Ändere Daten nach deinen Erfordernissen.

5. Zum Bearbeiten der Bewehrungs-Stücklisten-SVG-Konfiguration, auf die Schaltfläche SVG-Konfigurationen bearbeiten drücken. Es erscheint ein Dialogfeld wie unten gezeigt.

Dialogfeld für die Bearbeitung der SVG-Konfiguration der Bogenbewehrungsstückliste

6. Die Bewehrung Stücklisten-SVG-Konfigurationen ändern und dann die Schaltfläche OK für Änderungen übernehmen drücken.

7. Auf OK oder Übernehmen klicken, um die Stückliste für Bewehrungsstäbe zu erstellen.

8. Abbrechen anklicken, um die Dialog-Box zu verlassen.

Eigenschaften

Allgemein:

Daten-EigenschaftColumn Headers: Ein Wörterbuch mit column_data als Schlüssel und Tupel (column_display_header, column_sequence) als Wert.
Daten-EigenschaftColumn Units: Ein Wörterbuch mit den Schlüsseln "Durchmesser", "Bewehrungsstahl-Länge", "Gesamtlänge des Bewehrungsstahls" und den entsprechenden Einheiten als Wert.
Daten-EigenschaftDiameter Weight Map: Ein Wörterbuch mit dem Durchmesser als Schlüssel und dem entsprechenden Gewicht als Wert.
Daten-EigenschaftRebar Length Type: Der Typ der Bewehrungsstahlänge gibt den Typ der für Stücklistenberechnungen verwendeten Bewehrungsstahlänge an, d. h. "RealLength" (tatsächliche Länge) oder "LengthWithSharpEdges" (Länge mit scharfen Kanten).
Daten-EigenschaftRebar Objects: Eine Liste von ArchRebar- und/oder rebar2- und/oder structures-Objekten (um ArchRebar in dieser Struktur auszuwählen).

SVG:

DatenFont Family: Font Family of text in BOM SVG.
DatenFont Filename: Font filename corresponding to font-family required in console mode.
DatenFont Size: Font size in mm.
DatenColumn Width: Width of each column in the BOM SVG table.
DatenRow Height: Height of each row in the BOM SVG table.
DatenLeft Offset: Left offset of BOM SVG table.
DatenTop Offset: Top offset of BOM SVG table.
DatenMinimum Right Offset: Minimum right offset of BOM SVG table.
DatenMinimum Bottom Offset: Minimum bottom offset of the BOM SVG table.
DatenMaximum Width: Maximum width of the BOM SVG table.
DatenMaximum Height: Maximum height of the BOM SVG table.
DatenTemplate File: Template SVG file for BOM SVG.
DatenOutput File: BOM SVG Output file.

Skripten

Siehe auch: Arch API,Reinforcement-API und Grundlagen der Skripterstellung in FreeCAD.

Das Werkzeug Reinforcement Stückliste kann in Makros und von der Python-Konsole aus mithilfe der folgenden Funktion verwendet werden:

Stücklisten-Tabelle erstellen

bom_spreadsheet = 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 for all rebars in a model.
column_headers is a dictionary with keys: "Host", "Mark", "RebarsCount", "Diameter", "RebarLength", "RebarsTotalLength" and values are tuple of column_header and their sequence number.

   Example: {
                "Host": ("Member", 1),
                "Mark": ("Mark", 2),
                "RebarsCount": ("No. of Rebars", 3),
                "Diameter": ("Diameter in mm", 4),
                "RebarLength": ("Length in m/piece", 5),
                "RebarsTotalLength": ("Total Length in m", 6),
            }
            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.

Beispiel

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 = {
    "Host": ("Member", 1),
    "Mark": ("Mark", 2),
    "RebarsCount": ("No. of Rebars", 3),
    "Diameter": ("Diameter in " + COLUMN_UNITS["Diameter"], 4),
    "RebarLength": ("Length in " + COLUMN_UNITS["RebarLength"] + "/piece", 5),
    "RebarsTotalLength": ("Total Length in " + COLUMN_UNITS["RebarsTotalLength"], 6),
}

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],
)

Stücklisten-SVG erstellen

makeBillOfMaterialSVG(
    column_headers: Optional[Dict[str, Tuple[str, int]]] = None,
    column_units: Optional[Dict[str, str]] = None,
    dia_weight_map: Optional[Dict[float, FreeCAD.Units.Quantity]] = None,
    rebar_length_type: Optional[
        Literal["RealLength", "LengthWithSharpEdges"]
    ] = None,
    font_family: Optional[str] = None,
    font_filename: Optional[str] = None,
    font_size: Optional[float] = None,
    column_width: Optional[float] = None,
    row_height: Optional[float] = None,
    bom_left_offset: Optional[float] = None,
    bom_top_offset: Optional[float] = None,
    bom_min_right_offset: Optional[float] = None,
    bom_min_bottom_offset: Optional[float] = None,
    bom_table_svg_max_width: Optional[float] = None,
    bom_table_svg_max_height: Optional[float] = None,
    template_file: Optional[str] = None,
    output_file: Optional[str] = None,
    rebar_objects: Optional[List] = None,
    reinforcement_group_by: Optional[Literal["Mark", "Host"]] = None,
    return_svg_only: bool = False,
) -> BOMContent

Creates and return a RebarBillOfMaterial_SVG BOMContent object for given rebar_objects.
- If rebar_objects list is empty, then BOMContent object will be created for all rebars in a model.
column_headers is a dictionary with keys: "Host", "Mark", "RebarsCount", "Diameter", "RebarLength", "RebarsTotalLength" and values are tuple of column_header and their sequence number.

   Example: {
                "Host": ("Member", 1),
                "Mark": ("Mark", 2),
                "RebarsCount": ("No. of Rebars", 3),
                "Diameter": ("Diameter in mm", 4),
                "RebarLength": ("Length in m/piece", 5),
                "RebarsTotalLength": ("Total Length in m", 6),
            }
            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 the bill of material calculations; it can be "RealLength" or "LengthWithSharpEdges".
font_family specifies the font family of data text.
font_filename specifies font filename or full path of the font file corresponding to font_family. This is required if you are working in pure console mode, without any GUI.
font_size specifies the font size of the data text.
column_width specifies the width of each column in the bill of material table SVG.
row_height specifies the height of each row in the bill of material table SVG.
bom_left_offset specifies the left offset of the bill of material SVG on template_file.
bom_top_offset specifies the top offset of the bill of material SVG on template_file.
bom_min_right_offset specifies the minimum right offset of the bill of material SVG on template_file.
bom_min_bottom_offset specifies the minimum bottom offset of the bill of material SVG on template_file
bom_table_svg_max_width specifies the maximum width of the bill of material table in SVG.
bom_table_svg_max_height specifies the maximum height of the bill of material table in SVG.
template_file specifies the template file used to place the generated bill of material table on it. It must be a valid TechDraw template file as here.
output_file specifies the output file to write generated bill of material SVG.
rebar_objects is a list of ArchRebar and/or rebar2 and/or structures (to select ArchRebar in that structure) objects.
reinforcement_group_by specifies how reinforcement objects should be grouped; it can be "Mark" or "Host".
return_svg_only specifies if the BOMContent object is to be created or not. If return_svg_only is True, then neither BOMContent object is created nor SVG is written to output_file. And it returns the SVG element.

Beispiel

from pathlib import Path
import FreeCAD, Draft, Arch
from ColumnReinforcement import TwoTiesSixRebars
from BillOfMaterial import BillOfMaterial_SVG

# 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 = {
    "Host": ("Member", 1),
    "Mark": ("Mark", 2),
    "RebarsCount": ("No. of Rebars", 3),
    "Diameter": ("Diameter in " + COLUMN_UNITS["Diameter"], 4),
    "RebarLength": ("Length in " + COLUMN_UNITS["RebarLength"] + "/piece", 5),
    "RebarsTotalLength": ("Total Length in " + COLUMN_UNITS["RebarsTotalLength"], 6),
}

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 SVG for all rebars in a model
BillOfMaterial_SVG.makeBillOfMaterialSVG(
    column_headers=COLUMN_HEADERS,
    column_units=COLUMN_UNITS,
    dia_weight_map=DIA_WEIGHT_MAP,
    rebar_length_type="RealLength",
    font_family = "DejaVu Sans",
    font_filename = "DejaVuSans.ttf",
    font_size = 3,
    column_width = 30,
    row_height = 10,
    bom_left_offset = 6,
    bom_top_offset = 40,
    bom_min_right_offset = 6,
    bom_min_bottom_offset = 6,
    bom_table_svg_max_width = 0,
    bom_table_svg_max_height = 0,
    template_file = str(Path(BillOfMaterial_SVG.__file__).parent.absolute() / "BOMTemplate.svg"),
    output_file = None,
    reinforcement_group_by = "Host",
)

# To create Bill Of Material SVG for rebars in Structure1
BillOfMaterial_SVG.makeBillOfMaterialSVG(
    column_headers = COLUMN_HEADERS,
    column_units = COLUMN_UNITS,
    dia_weight_map = DIA_WEIGHT_MAP,
    rebar_length_type = "LengthWithSharpEdges",
    font_family = "DejaVu Sans",
    font_filename = "DejaVuSans.ttf",
    font_size = 3,
    column_width = 30,
    row_height = 10,
    bom_left_offset = 6,
    bom_top_offset = 40,
    bom_min_right_offset = 6,
    bom_min_bottom_offset = 6,
    bom_table_svg_max_width = 0,
    bom_table_svg_max_height = 0,
    template_file = str(Path(BillOfMaterial_SVG.__file__).parent.absolute() / "BOMTemplate.svg"),
    rebar_objects=[Structure1],
    reinforcement_group_by = "Host",
)

Fundamentbewehrung

Zuschnittliste

Reinforcement