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Расположение в меню |
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Arch → Rebar tools → Beam Reinforcement 3D/BIM → Reinforcement tools → Beam Reinforcement |
Верстаки |
Arch, BIM |
Быстрые клавиши |
Нет |
Представлено в версии |
0.19 |
См. также |
Reinforcement, Арматура по эскизу, Arch Rebar ColumnReinforcement TwoTiesSixRebars |
The Reinforcement BeamRebars tool allows the user to create reinforcing bars inside a Beam Arch Structure object.
This tool is part of the Reinforcement Workbench, an external workbench that can be installed with the Addon Manager.
Beam Reinforcement inside a Beam Arch Structure
1. Select right face of a previously created beam Arch Structure object having length along x-axis. Or select front face of a previously created beam
Arch Structure object having length along y-axis.
2. Then select Beam Reinforcement from the rebar tools.
3. A dialog box will pop-out on screen as shown below.
4. Select the desired type of beam reinforcement.
5. Give inputs for data related to stirrups.
6. Click Next and the dialog box will be updated as shown below.
7. Set data for top rebars.
8. Click Next and the dialog box will be updated as shown below.
9. Set data for bottom rebars similar to top rebars data.
10. Click Next and the dialog box will be updated as shown below.
11. Set data for left shear rebars.
12. Click Next and the dialog box will be updated as shown below.
13. Set data for right shear rebars similar to left shear rebars data.
14. Click OK or Apply to generate beam reinforcement.
15. Click Cancel to exit the dialog box.
Stirrups:
Top/Bottom Reinforcement Rebars: Rebars present at top/bottom side of beam
Left/Right Reinforcement Rebars: Rebars present at left/right side of beam
See also: Arch API, Reinforcement API and FreeCAD Scripting Basics.
The Reinforcement BeamRebars tool can be used in macros and from the Python console by using the following function:
RebarGroup = makeReinforcement(
l_cover_of_stirrup,
r_cover_of_stirrup,
t_cover_of_stirrup,
b_cover_of_stirrup,
offset_of_stirrup,
bent_angle,
extension_factor,
dia_of_stirrup,
number_spacing_check,
number_spacing_value,
top_reinforcement_number_diameter_offset,
top_reinforcement_rebar_type,
top_reinforcement_layer_spacing,
bottom_reinforcement_number_diameter_offset,
bottom_reinforcement_rebar_type,
bottom_reinforcement_layer_spacing,
left_rebars_number_diameter_offset,
left_rebars_type,
left_rebars_spacing,
right_rebars_number_diameter_offset,
right_rebars_type,
right_rebars_spacing,
top_reinforcement_l_rebar_rounding=2,
top_reinforcement_hook_extension=40,
top_reinforcement_hook_orientation="Front Inside",
bottom_reinforcement_l_rebar_rounding=2,
bottom_reinforcement_hook_extension=40,
bottom_reinforcement_hook_orientation="Front Inside",
left_l_rebar_rounding=2,
left_rebars_hook_extension=40,
left_rebars_hook_orientation="Front Inside",
right_l_rebar_rounding=2,
right_rebars_hook_extension=40,
right_rebars_hook_orientation="Front Inside",
structure=None,
facename=None,
)
RebarGroup
object from the given structure
, which is an Arch Structure, and facename
, which is a face of that structure.
structure
nor facename
are given, it will take the user selected face as input.l_cover_of_stirrup
, r_cover_of_stirrup
, t_cover_of_stirrup
, b_cover_of_stirrup
and offset_of_stirrup
are inner offset distances for the stirrup elements with respect to the faces of the structure. They are respectively the left, right, top, bottom and front/rear offsets.bent_angle
define the angle of the tip of the reinforcement loop of stirrup.extension_factor
define the length of the tip of the reinforcement loop of stirrup, expressed in times the diameter.dia_of_stirrup
is the diameter of the stirrup.number_spacing_check
if it is True
it will create as many stirrup as given by number_spacing_value
; if it is False
it will create stirrup separated by the numerical value of number_spacing_value
.number_spacing_value
specifies the number of stirrups, or the value of the separation between them, depending on number_spacing_check
.top_reinforcement_number_diameter_offset
and bottom_reinforcement_number_diameter_offset
are tuple of number_diameter_offset string. Each element of tuple represents reinforcement for each new layer.Syntax: ( "number1#diameter1@offset1+number2#diameter2@offset2+...", "number3#diameter3@offset3+number4#diameter4@offset4+...", ..., )
top_reinforcement_rebar_type
and bottom_reinforcement_rebar_type
specifies type of top/bottom reinforcement bars.Possible values: 1. 'StraightRebar' or 'LShapeRebar' 2. ('<rebar_type>', '<rebar_type>', ...) and number of elements of tuple must be equal to number of reinforcement layers. 3. [ ('<rebar_type>', '<rebar_type>', ...), ('<rebar_type>', '<rebar_type>', ...), ..., ] each element of list is a tuple, which specifies rebar type of each reinforcement layer. And each element of tuple represents rabar_type for each set of rebars. 4. [ <rebar_type>, ('<rebar_type>', '<rebar_type>', ...), ..., ]
top_reinforcement_layer_spacing
and bottom_reinforcement_layer_spacing
is the spacing between two consecutive reinforcement layers.Possible values: 1. <layer_spacing> 2. (<spacing in layer1 and layer2>, <spacing in layer2 and layer3>, ...) and number of elements of tuple must be equal to one less than number of layers.
left_rebars_number_diameter_offset
and right_rebars_number_diameter_offset
are string of number_diameter_offset.Syntax: "number1#diameter1@offset1+number2#diameter2@offset2+..."
left_rebars_type
and right_rebars_type
specifies type of left/right reinforcement bars.Possible values: 1. 'StraightRebar' or 'LShapeRebar' 2. ('<rebar_type>', '<rebar_type>', ...) and each element of tuple represents rabar_type for each set of rebars.
left_rebars_spacing
and right_rebars_spacing
is clear spacing between consecutive reinforcement bars.top_reinforcement_l_rebar_rounding
and bottom_reinforcement_l_rebar_rounding
is the parameter that determines the bending radius of the LShaped top/bottom rebars, expressed as times the diameter. Possible syntax are similar to as discussed above for top_reinforcement_rebar_type
/ bottom_reinforcement_rebar_type
.top_reinforcement_hook_extension
and bottom_reinforcement_hook_extension
is the length of hook of LShaped rebars. Possible syntax are similar to as discussed above for top_reinforcement_rebar_type
/ bottom_reinforcement_rebar_type
.top_reinforcement_hook_orientation
and bottom_reinforcement_hook_orientation
specifies the orientation of LShaped hook; it can be "Front Inside"
, "Front Outside"
, "Rear Inside"
or "Rear Outside"
. Possible syntax are similar to as discussed above for top_reinforcement_rebar_type
/ bottom_reinforcement_rebar_type
.left_l_rebar_rounding
and right_l_rebar_rounding
is the parameter that determines the bending radius of the LShaped left/right rebars, expressed as times the diameter. Possible syntax are similar to as discussed above for left_rebars_type
/ right_rebars_type
.left_rebars_hook_extension
and right_rebars_hook_extension
is the length of hook of LShaped rebars. Possible syntax are similar to as discussed above for left_rebars_type
/ right_rebars_type
.left_rebars_hook_orientation
and right_rebars_hook_orientation
specifies the orientation of LShaped hook; it can be "Front Inside"
, "Front Outside"
, "Rear Inside"
or "Rear Outside"
. Possible syntax are similar to as discussed above for left_rebars_type
/ right_rebars_type
.
import FreeCAD, Arch
from BeamReinforcement import TwoLeggedBeam
Structure = Arch.makeStructure(length=3000.0,width=200.0,height=400.0)
Structure.ViewObject.Transparency = 80
FreeCAD.ActiveDocument.recompute()
RebarGroup = TwoLeggedBeam.makeReinforcement(
l_cover_of_stirrup=20,
r_cover_of_stirrup=20,
t_cover_of_stirrup=20,
b_cover_of_stirrup=20,
offset_of_stirrup=100,
bent_angle=135,
extension_factor=4,
dia_of_stirrup=8,
number_spacing_check=False,
number_spacing_value=200,
top_reinforcement_number_diameter_offset=("1#20@-60+2#16@-60+1#20@-60", "3#16@-100"),
top_reinforcement_rebar_type="LShapeRebar",
top_reinforcement_layer_spacing=30,
bottom_reinforcement_number_diameter_offset=("1#20@-60+2#16@-60+1#20@-60", "3#16@-100"),
bottom_reinforcement_rebar_type="LShapeRebar",
bottom_reinforcement_layer_spacing=30,
left_rebars_number_diameter_offset="1#16@-100+1#16@-100+1#16@-100",
left_rebars_type="LShapeRebar",
left_rebars_spacing=30,
right_rebars_number_diameter_offset="1#16@-100+1#16@-100+1#16@-100",
right_rebars_type="LShapeRebar",
right_rebars_spacing=30,
top_reinforcement_l_rebar_rounding=2,
top_reinforcement_hook_extension=100,
top_reinforcement_hook_orientation="Rear Outside",
bottom_reinforcement_l_rebar_rounding=2,
bottom_reinforcement_hook_extension=100,
bottom_reinforcement_hook_orientation="Rear Outside",
left_l_rebar_rounding=2,
left_rebars_hook_extension=80,
left_rebars_hook_orientation=("Rear Inside", "Front Inside", "Rear Inside"),
right_l_rebar_rounding=2,
right_rebars_hook_extension=80,
right_rebars_hook_orientation=("Front Inside", "Rear Inside", "Front Inside"),
structure=Structure,
facename="Face6",
)