-
From the Reinforcement section of the action bar, click Rebar Accessories
.
The Rebar Accessories dialog box opens.
-
To choose a coupler type, click Define by type
.
-
Choose either of the couplers:
- Fixed coupler: is linked to a configuration table.
- Adaptive coupler: adapts to the bar's geometry. It is a means to share
your design with other designers even if you do not have the manufacturer's
bar diameters.
A Most Recently Used functionality is available to
directly select the favorite coupler.
-
Select a fixed coupler in the list.
-
To display a preview of the selected object type in a side panel, click
Template Helper
.
A template viewer opens next to the Rebar Accessories dialog
box and displays the shape of the object type and axis systems.
In
the Helper, you can move and zoom in the coupler object type. Click again
the same element (axis system or support) and the object type moves back to
its initial position. To close the Helper, click
or
- Optional:
To ghost/unghost the elements that are not couplers, click
.
-
To change the color of the created couplers, click the color picker button
.
-
To select the layers to be linked by couplers, do either of the following:
- Select two layers in the 3D area or in the tree.
- When no rebar split exists, click Rebar Split
to split the
bars where the couplers need to be located.
The
Rebar Split dialog box is displayed.
You
can split the bars where the couplers need to be located. When you quit
the command, the layers created by this command are then used to place
the couplers at each split location. If a Rebar Split feature
already exists, it can also be picked in the tree to directly select the related split layers. As a split has
been created, only couplers compatible with the bar's diameters, are
proposed on each split in the 3D area. They are placed on the axes that have been created on the split
rebars. Notes:
- If at least one layer has a hook at the extremity to connect, a
message is displayed indicating that the layer with the hook
cannot be selected.
- Couplers can be set on bars that are not threaded because the
threaded property is not managed on rebar layers.
- If a configuration exists, once the Rebar layers are selected,
the designations available in the Object Type's configuration
table are filtered: only the coupler designations with internal
diameters fitting with the bar diameters of the selected layers
are proposed. If no matching designation is found in the list,
an error is raised. This is the default behavior. A filter
button is available to activate or deactivate the filtering of
configuration.
- The template parameters of the selected ObjectType are
duplicated and displayed in an expander of the command. Those
parameters are greyed out if they match the PSet parameters set
in the Object Type’s configuration table (they are overloaded by
the PSet parameter values). The PSet and Qto parameters are also
replicated in a dedicated expander.
After clicking Apply/OK, the udf coupler will be instantiated
between each bar to connect. When you
click Apply, a progress bar at the bottom of the
dialog box indicates the progression of an action. It is accompanied by a
textual information, for instance: 30/50 rebars, to know the time needed for
rebar creation. To stop the computation, press the
Escape, then computation is stopped and the
feature returns to the state before this computation.
-
Create Coupler Object Types that are reusable parametric predefined objects to
be used in civil engineering domain.
For more information, see the Building and Civil Assemblies User's Guide: Defining Object Types: Defining Object Types.
You can shape couplers in the 3D area through an udf file/template that must be embedded in a coupler
objectType. The parameterization of the udf file/template enables to
generate a lot of different coupler/anchor elements. But the Object Types
are not suitable, you can define your own udf file/template in a new
ObjectType. This ObjectType is proposed in addition to the default ones.
To be recognized, a coupler Object Type must respect the following rules:
- When creating an Object Type of Reinforcing Coupler type by
selecting in the list (or press Ctrl+N) in the top bar. The IFC standard does not describe the rebar coupler elements.
Then the extensions of IfcMechanicalFastener element and type in the
3DExperience platform are added and inherited to have the rebar
coupler objects and types available in the platform along with the
dedicated PropertySet.
- In the Objet Type creation dialog box, you
must select Distribution.
- Specify the Coupler attributes for your object type: those
attributes are the PSet attributes of coupler element type. Qto
attributes are computed by the command; no needed to fill in the
field.
- Templates: an udf file and a template generating a 3D volume for the
coupler are mandatory. An Axis system named Base Axis
System is expected as input. Its X axis is in the
longitudinal direction of the coupler. The origin of the Axis system
is centered between the bars extremity to couple. The coupler bolts
are just designed for Interference check purpose, there is no
behavior expected from them. A coupler can be created between two
bars that have different diameters, which explains the existence of
the InternalDiameter/InternalSecondDiameter and
InternalSmallDiameter/InternalSmallSecondDiameter parameters.
- Configuration: a configuration table is mandatory, in addition to
the udf file/template, in the ObjectType. An accurate format is
expected for this Design Table:
-
First row (header):
The first cell must be named Designation.
In the other cells: to overload a PSet attribute, the
column title must be formatted as
PSetName_PSetParameterName (for example:
AecMechanicalFastenerCouplerType_NominalDiameter).
-
Other rows:
The first cell must define the coupler/anchor
configuration name.
The other cells must contain the parameters dimension of
the coupler to describe the configuration. As an
example, look at the provided configuration table of
couplers stored in
\startup\Civil\Rebars .
|