Reinforcement ColumnRebars TwoTiesSixRebars/it: Difference between revisions
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{{Caption|Rinforzo di pilastro tipo due staffe sei barre all'interno di una [[Arch Structure/it|Struttura]] pilastro}} |
{{Caption|Rinforzo di pilastro tipo due staffe sei barre all'interno di una [[Arch Structure/it|Struttura]] pilastro}} |
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== Utilizzo == |
== Utilizzo == |
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1. Selezionare una faccia di un oggetto {{Button|[[Image:Arch_Structure.svg|16px]] [[Arch Structure/it|Struttura]]}} creato precedentemente. <br> |
1. Selezionare una faccia di un oggetto {{Button|[[Image:Arch_Structure.svg|16px]] [[Arch Structure/it|Struttura]]}} creato precedentemente. <br> |
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# For LShaped Rebars with hook along y-axis and tie sequence |
# For LShaped Rebars with hook along y-axis and tie sequence |
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("Tie2", "Tie1") |
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RebarGroup = TwoTiesSixRebars.makeTwoTiesSixRebars( |
RebarGroup = TwoTiesSixRebars.makeTwoTiesSixRebars( |
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{{docnav/it|[[Arch_Rebar_ColumnReinforcement/it|Rinforzo di pilastro]]|[[Arch_Rebar_BeamReinforcement/it|Rinforzo di trave]]|[[Arch_Module/it|Arch]]|IconL=Arch_Rebar_ColumnReinforcement.svg|IconC=Workbench_Arch.svg|IconR=Arch_Rebar_BeamReinforcement.svg}} |
{{docnav/it|[[Arch_Rebar_ColumnReinforcement/it|Rinforzo di pilastro]]|[[Arch_Rebar_BeamReinforcement/it|Rinforzo di trave]]|[[Arch_Module/it|Arch]]|IconL=Arch_Rebar_ColumnReinforcement.svg|IconC=Workbench_Arch.svg|IconR=Arch_Rebar_BeamReinforcement.svg}} |
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{{Arch Tools navi/it}} |
{{Arch Tools navi/it}} |
Revision as of 17:48, 3 February 2020
Rinforzo di pilastro |
Posizione nel menu |
---|
Arch → Strumenti armatura |
Ambiente |
Arch, BIM |
Avvio veloce |
Nessuno |
Introdotto nella versione |
0.19 |
Vedere anche |
Rinforzo di pilastro, Rinforzo di trave |
Descrizione
Lo strumento Rinforzo di pilastro con due staffe e sei barre consente all'utente di creare delle barre di rinforzo all'interno di un oggetto Struttura Colonna.
Questo comando fa parte del addon Reinforcement, che si può installare con Addon manager, tramite il menu Strumenti → Addon manager → Reinforcement.
Rinforzo di pilastro tipo due staffe sei barre all'interno di una Struttura pilastro
Utilizzo
1. Selezionare una faccia di un oggetto Struttura creato precedentemente.
2. Quindi selezionare Rinforzo di pilastro dagli strumenti armatura.
3. Sullo schermo appare una finestra di dialogo come mostrato sotto.
Finestra di dialogo per lo strumento Rinforzo di pilastro
4. Selezionare il tipo di rinforzo di colonna TwoTiesSixRebars dal menu a discesa sul lato destro.
Finestra di dialogo per lo strumento Rinforzo di pilastro tipo due staffe sei barre
5. Give inputs for data related to ties.
6. Click next and dialog box will be updated as shown below.
Finestra di dialogo per i dati dell'armatura principale
11. Selezionare il tipo di armatura desiderata e compilare i dati per le armature in direzione y.
12. Cliccare su OK o su Applica per generare il rinforzo della colonna.
13. Cliccare su Cancella per uscire dalla finestra di dialogo.
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
See also: Arch API, Reinforcement API and FreeCAD Scripting Basics.
The ColumnReinforcement tool can be used in macros and from the Python console by using the following function:
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 givenstructure
, which is an Arch Structure, andfacename
, which is a face of that structure.- If no
structure
norfacename
are given, it will take the user selected face as input.
- If no
l_cover_of_ties
,r_cover_of_ties
,t_cover_of_ties
,b_cover_of_ties
andoffset_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 isTrue
it will create as many two ties sets as given bynumber_spacing_value
; if it isFalse
it will create two ties sets separated by the numerical value ofnumber_spacing_value
.number_spacing_value
specifies the number of two ties sets, or the value of the separation between the sets, depending onnumber_spacing_check
.dia_of_main_rebars
is the diameter of the main rebars.t_offset_of_rebars
andb_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
# Non funziona se la struttura non si basa su una faccia
# 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()
# Per armature diritte
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",
)
# Per barre a forma di L con gancio lungo l'asse x
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 createdColumnReinforcement
group object.- The other parameters are the same as required by the
makeSingleTieFourRebars()
function. structure
andfacename
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,
)
- Elements: Wall, Structure, Curtain Wall, Window, Roof, Space, Stairs, Equipment, Frame, Fence, Truss, Profile, Pipe, Pipe Connector
- Reinforcements: Straight Rebar, U-Shape Rebar, L-Shape Rebar, Stirrup, Bent-Shape Rebar, Helical Rebar, Column Reinforcement, Beam Reinforcement, Slab Reinforcement, Footing Reinforcement, Custom Rebar
- Panels: Panel, Panel Cut, Panel Sheet, Nest
- Materials: Material, Multi-Material
- Organization: Building Part, Project, Site, Building, Level, External reference, Section Plane, Schedule
- Axes: Axis, Axes system, Grid
- Modification: Cut with plane, Add component, Remove component, Survey
- Utilities: Component, Clone component, Split Mesh, Mesh to Shape, Select non-manifold meshes, Remove Shape from Arch, Close Holes, Merge Walls, Check, Toggle IFC Brep flag, 3 Views from mesh, Create IFC spreadsheet, Toggle Subcomponents
- Additional: Preferences, Import Export Preferences (IFC, DAE, OBJ, JSON, 3DS, SHP), IfcOpenShell, IfcPlusPlus, Arch API
- Getting started
- Installation: Download, Windows, Linux, Mac, Additional components, Docker, AppImage, Ubuntu Snap
- Basics: About FreeCAD, Interface, Mouse navigation, Selection methods, Object name, Preferences, Workbenches, Document structure, Properties, Help FreeCAD, Donate
- Help: Tutorials, Video tutorials
- Workbenches: Std Base, Arch, Assembly, CAM, Draft, FEM, Inspection, Mesh, OpenSCAD, Part, PartDesign, Points, Reverse Engineering, Robot, Sketcher, Spreadsheet, Surface, TechDraw, Test Framework
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