Reinforcement BarBendingSchedule/de

Bewehrungszuschnittliste

Bewehrungszeichnung

Reinforcement

Beschreibung

Das Werkzeug Reinforcement Bewehrungsbiegeplan ermöglicht dem Anwender einen Bewehrungsbiegeplan aus Bewehrungsstäben abzuleiten.

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

Bar Bending Schedule of reinforcing bars

Anwendung

1. Select Arch Rebar and Rebar2 objects you want to include in Bar Bending Schedule. Or select Arch Structure objects to include Arch Rebar and Rebar2 objects hosted by those into Bar Bending Schedule. If nothing is selected, then Bar Bending Schedule will be generated for all Arch Rebar and Rebar2 objects present in the model.

2. Then select Bar Bending Schedule from the rebar tools.

3. A dialog box will pop-out on the screen as shown below.

Dialog Box for the Reinforcement Bar Bending Schedule tool

4. Modify data to suit your requirements.

5. Click OK or Apply to generate Bar Bending Schedule for rebars.

6. Click Cancel to exit the dialog box.

Eigenschaften

General:

• DatenReinforcement Group By: Reinforcement Group By specifies how reinforcement objects should be grouped in Bar Bending Schedule i.e. "Host" or "Mark".
• DatenRebar Length Type: Rebar Length Type specifies the type of rebar length used for BOM calculations i.e. "RealLength" or "LengthWithSharpEdges".
• DatenColumn Headers: A dictionary with column_data as key and tuple (column_display_header, column_sequence) as value.
• DatenColumn Units: A dictionary with keys: "Diameter", "RebarLength", "RebarsTotalLength" and their corresponding units as value.
• DatenFont Family: Font Family of text in Bar Bending Schedule SVG.
• DatenFont Size: Font size in mm.
• DatenColumn Width: Width of each column in Bar Bending Schedule SVG.
• DatenRow Height: Height of each row in Bar Bending Schedule SVG.
• DatenSVG Output File: The output file to write generated rebar shape cut list SVG.

Rebar Shape column data: The data related to the Rebar Shape column in Bar Bending Schedule

• DatenColumn Header: The column header for the rebar shape column.
• DatenStirrup Extended Edge Offset: The offset of extended end edges of the stirrup, so that end edges of the stirrup with a 90-degree bent angle do not overlap with stirrup edges.
• DatenRebars Stroke Width: The stroke-width of rebars in the rebar shape column.
• DatenRebars Color Style: The color style of rebars.

Rebar Shape Column Dimension Data: The data related to rebar shape dimensions in the Rebar Shape column

• DatenInclude Dimensions: If True, then each rebar edge dimensions and bent angle dimensions will be included in the rebar shape cut list.
• DatenInclude Units in Dimension Label: If it is True, then rebar edge length units will be shown in dimension label.
• DatenRebar Edge Dimension Units: The units to be used for rebar edge length dimensions.
• DatenRebar Edge Dimension Precision: The number of decimals that should be shown for rebar edge length as a dimension label.
• DatenDimension Font Family: The font-family of dimension text.
• DatenDimension Font Size: The font-size of dimension text.
• DatenBent Angle Dimension Exclude List: The list of bent angles to not include their dimensions.
• DatenHelical Rebar Dimension Label Format: The format of the helical rebar dimension label. e.g. "%L,r=%R,pitch=%P" where %L -> Length of helical rebar, %R -> Helix radius of helical rebar, %P -> Helix pitch of helical rebar.

Skripten

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

The Reinforcement BarBendingSchedule tool can be used in macros and from the Python console by using the following function:

Create Bar Bending Schedule

getBarBendingSchedule(
    rebar_objects: Optional[List] = None,
    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,
    reinforcement_group_by: Optional[Literal["Mark", "Host"]] = None,
    font_family: Optional[str] = None,
    font_size: float = 5,
    column_width: float = 60,
    row_height: float = 30,
    rebar_shape_column_header: str = "Rebar Shape (mm)",
    rebar_shape_view_directions: Union[
        Union[FreeCAD.Vector, WorkingPlane.Plane],
        List[Union[FreeCAD.Vector, WorkingPlane.Plane]],
    ] = FreeCAD.Vector(0, 0, 0),
    rebar_shape_stirrup_extended_edge_offset: float = 2,
    rebar_shape_color_style: str = "shape color",
    rebar_shape_stroke_width: float = 0.35,
    rebar_shape_include_dimensions: bool = True,
    rebar_shape_dimension_font_size: float = 3,
    rebar_shape_edge_dimension_units: str = "mm",
    rebar_shape_edge_dimension_precision: int = 0,
    include_edge_dimension_units_in_dimension_label: bool = False,
    rebar_shape_bent_angle_dimension_exclude_list: Union[
        List[float], Tuple[float, ...]
    ] = (45, 90, 180),
    helical_rebar_dimension_label_format: str = "%L,r=%R,pitch=%P",
    output_file: Optional[str] = None,
) -> xml.ElementTree.Element

• Generates and returns a bar bending schedule SVG element for given rebar_objects.
• rebar_objects is a list of <ArchRebar._Rebar> or <rebar2.BaseRebar> objects, to generate their bar bending schedule. If not provided, then all ArchRebars and rebar2.BaseRebar objects with unique Mark from ActiveDocument will be selected.
• 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 bar bending schedule calculations; it can be "RealLength" or "LengthWithSharpEdges".
• reinforcement_group_by specifies how reinforcement objects should be grouped; it can be "Mark" or "Host".
• font_family specifies the font family of data text.
• font_size specifies the font size of the data text.
• column_width specifies the width of each column in the bar bending schedule SVG.
• row_height specifies the height of each row in the bar bending schedule SVG.
• rebar_shape_column_header specifies the column header for the rebar shape column.
• rebar_shape_view_directions is a list of viewpoint directions for each rebar shape. It can be either of type FreeCAD.Vector or WorkingPlane.Plane OR their list. Keep it FreeCAD.Vector(0, 0, 0) to automatically choose view_directions.
• rebar_shape_stirrup_extended_edge_offset specifies the offset of extended end edges of the stirrup, so that end edges of the stirrup with a 90-degree bent angle do not overlap with stirrup edges.
• rebar_shape_color_style specifies the color style of rebars. It can be "shape color" or "color_name or hex_value_of_color". "shape color" means to select the color of rebar shape.
• rebar_shape_stroke_width specifies the stroke-width of rebars in rebar shape SVG.
• rebar_shape_include_dimensions specifies if each rebar edge dimensions and bent angle dimensions are to be included in rebar shape SVG.
• rebar_shape_dimension_font_size specifies the font-size of dimension text in rebar shape SVG.
• rebar_shape_edge_dimension_units specifies the units to be used for rebar edge length dimensions in rebar shape SVG.
• rebar_shape_edge_dimension_precision specifies the number of decimals that should be shown for rebar length as dimension label in rebar shape SVG. Set it to None to use user preferred unit precision from FreeCAD unit preferences.
• include_edge_dimension_units_in_dimension_label specifies if rebars edge length units are to be shown in dimension label in rebar shape SVG.
• rebar_shape_bent_angle_dimension_exclude_list specifies the list of bent angles to not include their dimensions in rebar shape SVG.
• helical_rebar_dimension_label_format specifies the format of the helical rebar dimension label in rebar shape SVG. E.g. "%L,r=%R,pitch=%P" where:

   %L -> Length of helical rebar
   %R -> Helix radius of helical rebar
   %P -> Helix pitch of helical rebar

• output_file specifies the output file to write generated bar bending schedule SVG.

Beispiel

from pathlib import Path

import FreeCAD, Draft, Arch
from ColumnReinforcement import SingleTie
from BarBendingSchedule import BBSfunc

Rect1 = Draft.makeRectangle(400, 400)
Structure1 = Arch.makeStructure(Rect1, height=1600)
Structure1.ViewObject.Transparency = 80
Rect2 = Draft.makeRectangle(500, 500)
Structure2 = Arch.makeStructure(Rect2, 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
rebar_group = SingleTie.makeSingleTieFourRebars(
    l_cover_of_tie=40,        
    r_cover_of_tie=40,
    t_cover_of_tie=40,
    b_cover_of_tie=40,
    offset_of_tie=100,
    bent_angle=135,
    extension_factor=8,
    dia_of_tie=8,
    number_spacing_check=True,
    number_spacing_value=10,
    dia_of_rebars=16,
    t_offset_of_rebars=40,
    b_offset_of_rebars=40,
    rebar_type="StraightRebar",
    hook_orientation="Top Inside",
    hook_extend_along="x-axis",
    l_rebar_rounding=None,
    hook_extension=None,
    structure=Structure1,
    facename="Face6",
).rebar_group

# Assign Mark to straight rebars
for straight_rebar in rebar_group.RebarGroups[1].MainRebars:
    straight_rebar.Mark = "main_sb"

# Create LShaped Rebars with hook along x-axis
rebar_group = SingleTie.makeSingleTieFourRebars(
    l_cover_of_tie=40,
    r_cover_of_tie=40,
    t_cover_of_tie=40,
    b_cover_of_tie=40,
    offset_of_tie=100,
    bent_angle=90,
    extension_factor=8,
    dia_of_tie=8,
    number_spacing_check=True,
    number_spacing_value=10,
    dia_of_rebars=16,
    t_offset_of_rebars=-40,
    b_offset_of_rebars=-40,
    rebar_type="LShapeRebar",
    hook_orientation="Top Outside",
    hook_extend_along="x-axis",
    l_rebar_rounding=2,
    hook_extension=100,
    structure=Structure2,
    facename="Face6",
).rebar_group

# Assign Mark to lshape rebars
for lshape_rebar in rebar_group.RebarGroups[1].MainRebars:
    lshape_rebar.Mark = "main_lb"

FreeCAD.ActiveDocument.recompute()

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"),
}

output_file = str(Path.home() / "BarBendingSchedule.svg")

# Create Bar Bending Schedule for all rebars in model
BBSfunc.getBarBendingSchedule(
    rebar_objects=None,
    column_headers=COLUMN_HEADERS,
    column_units=COLUMN_UNITS,
    dia_weight_map=DIA_WEIGHT_MAP,
    rebar_length_type="LengthWithSharpEdges",
    reinforcement_group_by="Host",
    font_family="DejaVu Sans",
    font_size=5,
    column_width=60,
    row_height=30,
    rebar_shape_column_header="Rebar Shape (" "mm)",
    rebar_shape_view_directions=FreeCAD.Vector(0, 0, 0),
    rebar_shape_stirrup_extended_edge_offset=2,
    rebar_shape_color_style="shape color",
    rebar_shape_stroke_width=0.35,
    rebar_shape_include_dimensions=True,
    rebar_shape_dimension_font_size=3,
    rebar_shape_edge_dimension_units="mm",
    rebar_shape_edge_dimension_precision=0,
    include_edge_dimension_units_in_dimension_label=False,
    rebar_shape_bent_angle_dimension_exclude_list=(45, 90, 180),
    helical_rebar_dimension_label_format="%L,r=%R,pitch=%P",
    output_file=output_file,
)

Bewehrungszuschnittliste

Bewehrungszeichnung

Reinforcement