Ruukki Workshop drawing guide 1.1 (1)

Workshop drawing guide
1.1
Workshop drawing guide 1.1
CONTENTS
1. GENERAL .......................................................................................................... 4
2. CONTENTS OF DRAWING ............................................................................. 5
2.1. TITLE BLOCK ................................................................................................. 5
2.2. GENERAL MARKS TABLE................................................................................ 6
2.3. PART LIST ...................................................................................................... 8
2.4. REVISION TABLE ............................................................................................ 9
2.5. SCALES ........................................................................................................ 10
2.6. PROJECTIONS ............................................................................................... 11
3. SYMBOLS AND OTHER MARKINGS IN DRAWINGS.............................. 14
3.1. INDICATION OF DIMENSIONS ........................................................................ 14
3.1.1. Presenting dimensions......................................................................... 14
3.1.2. Types of dimensions ........................................................................... 15
3.1.2.1. Functional dimensions ................................................................. 15
3.1.2.2. Manufacturing dimensions........................................................... 18
3.1.2.3. Inspection dimensions.................................................................. 19
3.1.3. Dimensioning principles ..................................................................... 20
3.1.3.1. Base line dimensions.................................................................... 20
3.1.3.2. Intermediate dimensions .............................................................. 22
3.1.3.3. Angle dimensions......................................................................... 23
3.1.3.4. Radial dimensions ........................................................................ 24
3.1.3.5. Diameter dimensions.................................................................... 25
3.2. SECTION MARKINGS .................................................................................... 26
3.3. DETAIL MARKINGS ...................................................................................... 27
3.4. SHORTENING THE VIEW ............................................................................... 28
3.5. PART IDS ..................................................................................................... 29
3.5.1. Numbering .......................................................................................... 30
3.6. SYMBOLIC REPRESENTATION OF WELDS ...................................................... 32
3.6.1. General welds...................................................................................... 33
3.6.2. Paying attention to welding in the preparation of drawings ............... 34
3.6.3. Taking welds into consideration in the modelling stage..................... 37
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3.6.4. T-joint with full penetration................................................................ 39
3.6.5. Scope of weld inspections................................................................... 40
3.7. TOLERANCE INDICATIONS ........................................................................... 41
3.8. COMPLEMENTARY TEXTS ............................................................................ 42
4. PRESENTATION METHODS FOR DRAWINGS ......................................... 43
4.1. ASSEMBLY DRAWING .................................................................................. 44
4.1.1. Column and beam ............................................................................... 45
4.1.2. Welded profiles ................................................................................... 46
4.1.3. Truss.................................................................................................... 48
4.1.4. Composite column and reinforcing..................................................... 50
4.2. PROFILE PART DRAWINGS ............................................................................ 52
4.3. PART DRAWINGS.......................................................................................... 53
4.4. INSTALLATION PART DRAWING .................................................................... 54
5. EXCEPTIONAL CASES.................................................................................. 55
5.1. PRESENTING THE WQ BEAM’S BENT RAISING BRACKETS ............................. 55
5.2. PRESENTING A BRACE WITH A TWO-SIDED PLATE CONNECTION ................... 55
6. INSPECTION OF DRAWINGS....................................................................... 56
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1. GENERAL
These guidelines for preparing workshop drawings have been created in view of
training new designers and standardising the activity of existing designers. The
guidelines will also be distributed to other design companies subcontracted to do
shop engineering for Ruukki.
The guidelines are intended as indicative, and any information included in them
must not be considered as the only acceptable way to operate.
The guidelines feature information and instructions needed in the designing of
workshop drawings. The primary purpose of the guidelines is to gather
information on how to prepare drawings in a way that is positive from the
workshop point of view.
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2. CONTENTS OF DRAWING
2.1. Title block
The title block shall be 52.2 mm in height and 140 mm in width. In production
drawings, the title block is positioned in the drawing’s bottom right corner and
features the following information:
•
Construction site
•
Full address of site
•
Detailing office, address and telephone number
•
Content of drawing
•
Scale of projections in a drawing
•
Symbol indicating angle of projection
•
Name of detailer
•
Name of detailer in charge
•
Drawing type
•
Project number
•
Date of drawing
•
Name of person giving approval
•
Drawing number
•
Revision number
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Figure 1. Title block
2.2. General marks table
The general marks table is always positioned in the drawing’s top right corner
and has the same width as the title block. The work specifications of production
drawings present information significant for machine shop production, consisting
of the following:
•
Preparation grade
•
Welding class
•
Thermal cutting class
•
Surface treatment
•
Colour
•
Structural class
•
Fabrication tolerances
•
Length tolerance
•
Pre-camber
•
Welds, if not otherwise noted
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The ‘Length tolerance’ box is reserved for indicating any tighter length tolerances
required for the workpiece than those stated in the fabrication tolerances. Other
than this, the length tolerance indicated in the fabrication tolerances can be used.
The pre-camber indicated in a general marks table always means the pre-camber
of a single-hole beam to the middle of the structure. In other cases the pre-camber
must be presented more accurately in the actual drawing.
Figure 2. General marks table
Shown below are instructions for completing a general marks table. The table is
intended to cover projects in Finland. In projects targeting other countries, the
target country-specific standards are to be used correspondingly, or the original
EN standard in English. SS-EN, NS-EN and DS-EN are examples of countryspecific standards in the Nordic context. These standards are uniform in content,
and their texts are translations from the original EN standard written in
English.Table 1. Instructions for completing a general marks table
Subject
Possible
values
Instructions/standard Example of
completion
Preparation
grade
Quality level
Thermal cutting
class
Surface
treatment
Colour
Structural class
P1,P2,P3
SFS-EN ISO 8501-3
Fabrication
tolerances
Length
tolerance
Pre-camber
Welds
B,C,D
Multiple
Multiple
Multiple
1,2,3
P2 (SFS-EN ISO
8501-3)
SFS-EN ISO 5817
C (SFS-EN ISO 5817)
SFS-EN ISO 9013 / QV202 442 (SFS-EN ISO
9013)
SFS-EN ISO 12944 (1…8) E120/2-FeSa2½ (SFSEN ISO 12944)
RAL 7000 (grey)
National Building Code of
1 (National Building
Finland instructions B7
Code of Finland
instructions B7)
SFS 5867 section 11.2
SFS 5867 section 11.2
Multiple
Multiple
Max 5mm
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± 2mm
Procedure QD520
15mm
5
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2.3. Part list
The parts list is always positioned in the top right corner of the drawing under the
general information table, and has the same width as the title block and general
information table, 140 mm. A part list shall feature the following information on
all parts in the assembly:
•
Part ID
•
Profile
•
Total part length in mm
•
Material code
•
Number of pieces in the drawing
•
Part weight (kg/Pcs)
A part list shall also include the total weight of the manufactured assembly and
the number of assemblies to be manufactured.
Figure 3. Part list
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2.4. Revision table
Revision means specifying existing information in more detail or changing it
altogether. Information may have to be specified when changes take place in the
data used for calculations or altogether new information is received. Whenever a
change takes place in a drawing, a revision marking must be added to it and the
drawing must be sent to replace the version containing outdated information
without delay. The revision table is positioned above the title block and has the
same width as the title block. A revision table shall feature the following
information: The revision maker’s initials (Name) and the revision number
indicating the sequence of revisions (Mark). The table shall also indicate the type
of revisions made.
Figure 4. Revision table
Locating revised information in a drawing can be made easy by using revision
clouds to indicate the exact position of the revision. When adding a new revision
marking into the drawing, the old revision cloud must be removed for the purpose
of clarity. In this way, the drawing’s readability can be greatly improved.
The thickness to be applied with revision clouds is 0.1 mm.
Figure 5. Revision cloud in a structure
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Figure 6. Revision cloud in a table
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2.5. Scales
Workshop drawings are almost always created in A3 or A4 sized sheets, but other
paper sizes can also be used as necessary. For example, truss drawings are often
made on A2 or A1 sized sheets due to their large size. As a rule, part drawings are
depicted in A4 size and other production drawings in A3 size. All paper sizes used
must be integer multiples of the international standard size A4. With Tekla
Structures software, the paper size may have to be changed depending on the
printer settings. For example, if your printer settings require you to reduce the
paper size by 10 mm both in the vertical and horizontal direction, do the
following:
A3 = 420 mm*297 mm = Enter into Tekla Structures the values 410 mm*287 mm
In production drawings, the most common scales used for part drawings are 1:1,
1:2, 1:5 and 1:10, and for assembly drawings 1:10, 1:15 and 1:20.
For the purpose of clarity, avoid any values in between those mentioned unless
absolutely necessary.
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2.6. Projections
3D structures often need to be depicted in two-dimensional drawings. To deal
with the depth dimension, 3D structures need to be presented in multiple views
from different angles, and these are called projections. Front projection is the
structure’s main projection. When front projection has been selected, the other
projections will form a 90° angle or a multiple coefficient of it with regard to one
another.
Two different orthographic projections are used:
•
First-angle projection, also known as the European method and the ‘E’
method. This is also denoted with the letters FR (after France). This
method is standard in Europe and Asia, and is used without exception in
Finland.
•
Third-angle projection, also known as the American method and the ‘A’
method. This is also denoted with the letters US (after United States). It is
standard in the USA and Canada.
In workshop drawings, the title block features the respective symbol for
whichever projection is applied as follows:
Figure 7. First-angle projection
Figure 8. Third-angle projection
First-angle projections are always used in Ruukki’s projects unless otherwise
has been agreed on project-specifically.
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Figure 9. An image of the object
Figure 10. An axonometric projection of
the viewing planes
With first-angle projection, the other projections are positioned with regard to the
main projection (A) as follows:
•
Projection from above (B) is positioned below.
•
Projection from below (E) is positioned above.
•
Projection from left (C) is positioned to the right.
•
Projection from right (D) is positioned to the left.
•
Projection from behind (F) can be positioned either to the left or to the
right, depending on the situation.
Figure 11. Position of projections in first-angle projection
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With third-angle projection, the other projections are positioned differently with
regard to the main projection (A), as indicated below:
•
Projection from above (B) is positioned above
•
Projection from below (E) is positioned below
•
Projection from left (C) is positioned to the left
•
Projection from right (D) is positioned to the right
•
Projection from behind (F) can be positioned either to the left or to the
right, depending on the situation.
Figure 12. Position of projections in third-angle projection
Third-angle projection may have to be used in certain export projects, but its use
must always be decided upon specifically to the project.
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3. SYMBOLS AND OTHER MARKINGS IN DRAWINGS
3.1. Indication of dimensions
3.1.1. Presenting dimensions
The dimensions and sizes of structures are to be presented with the help of
numeric dimension values and dimension lines or auxiliary lines. All structures
should be dimensioned as purposefully as possible, and dimension values must be
positioned clearly. Inclusion of irrelevant dimensions or positioning dimension
values on structure indications should be avoided.
In almost all cases, multiple dimensioning methods must be used to optimise the
drawings for readability and clarity. In the dimensioning of parts and assemblies,
the starting point should be the connecting surfaces with which the part presented
in the drawing is connected either to its main part or another structural part.
Care should be taken to indicate dimension lines in a way that prevents any
confusion between them and the lines of the structure presented in the drawing. In
view of this, dimension lines are always drawn with a thinner line than the lines
representing the structure in the drawing. The dimension line thickness should be
0.1 mm in all dimension indications. The height of the numeric dimension
representation should be 2.5 mm, but, due to lack of space, the dimension value
indication size can be reduced to some extent with angle dimensions and radial
dimensions. All length indications for structures should always represent the
maximum length of the structure. This greatly facilitates the planning of
transportation and installation, for example.
Any dimension values that are drawn in manually and thus fail to comply with the
conventional dimension indications are to be underlined. Manual marking should
be avoided to the greatest possible extent. Cases that may require manual
indication include the pre-camber calculated for a cross-dimension or revising the
length of a structure with the help of the drawing alone.
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3.1.2. Types of dimensions
Drawings should always feature all necessary dimensions that can be read and
used as such without calculation etc., unless specifically mentioned otherwise.
There are three different types of dimensions: functional dimensions,
manufacturing dimensions and inspection dimensions.
3.1.2.1. Functional dimensions
Functional dimensions are the most important dimensions in workshop drawings.
They define the shapes and locations of parts, sub-assemblies and assemblies so
that structures can be installed without making changes. Functional dimensions
must be indicated directly in the drawing, and if any of their tolerances are
different from the project’s general tolerances, such deviating tolerances should be
given after the dimension figure. The most common functional dimensions are
those used with beams to indicate the distance between the connection at one end
and the connection at the other end.
Figure 13. Functional dimension from connection to connection
During installation the top level of WQ-beam is determined by the notch at the
end plate which connects to the column console. The beam’s assembly drawing
must thus indicate a functional dimension from the top of the notch to the top of
the beam's bottom flange, as shown in Figure 14.
Figure 14. Functional dimension
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The criteria for determining functional dimensions vary, always depending on the
structure. In the example shown below, the reference plane for dimensioning the
H3 plates is their left edge, where the manufacturing dimension, functional
dimension and, where applicable, the tolerance are indicated.
Figure 15. Example 1
If the same structure were to be designed with different connections, the
dimensioning might have to be done differently. This is why detailers should
always know how the connections have been modelled and which points in the
structure are considered to be used as dimensioning references in the
manufacturing stage. In the modelling stage, the option shown in Example 1 is
preferred because, in view of the tolerances, it is less critical than the option
shown in Example 2.
Figure 16. Example 2
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Figure 17. Shear plate connection
Functional dimensions have to be shown similarly in all drawings for all
connecting members and they have to be correct and accurate. As shown in the
assembly drawings (Figures 18 and 19) for connection in Figure 17. This is
crucial for guaranteeing that the structures fit together well in the installation
stage.
Figure 18. Functional dimensions of the beam in a shear plate connection
In the manufacture of the beam in question, the tolerances can be accounted for
with bolt holes, which can be increased to ensure that the beam can be installed
on-site.
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Figure 19. Functional dimensions of the column in a shear plate connection
3.1.2.2. Manufacturing dimensions
As the name suggests, manufacturing dimensions define the locations and shapes
of parts and sub-assemblies in the machine shop production stage. These
dimensions always include functional dimensions as well. Drawings should
feature all the manufacturing dimensions needed for fabrication so that they are
ready for use without calculation or other such measures. Manufacturing
dimensions should consider the manufacture of jig parts as necessary. Each
drawing must feature all the dimensions needed for fabrication, and the
dimensions shall leave no room for interpretation at the workshop.
Figure 20. Manufacturing
dimensions for a beam
Copyright © 2008 Rautaruukki Oyj.
Figure 21. Manufacturing
dimensions for a truss
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3.1.2.3. Inspection dimensions
Inspection dimensions are mainly based on the dimensions specified above.
Inspections can be done without special inspection dimensions as long as the basic
dimensioning has been done appropriately. However, some inspection techniques
require their own special dimensions, and, to avoid confusion, it is purposeful not
to include them in the drawings. The most common inspection measurements
included in drawings are the cross-dimensions of trusses and other assemblies.
Figure 22. Inspection dimensions
for holes
When
inspecting
the
dimensions,
Figure 23. Inspection dimensions for
plates
the
main
dimensions,
straightness,
rectangularity and shape of parts are measured. Plate thicknesses are inspected by
means of spot checks.
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3.1.3. Dimensioning principles
3.1.3.1. Base line dimensions
In base line dimensions, the dimension points are marked with arrowheads to
ensure maximum accuracy. Base line dimensioning is applicable to pieces whose
dimensions have a common base line or reference plane (e.g. columns, beams and
trusses) and one starting point. In the dimensioning of assemblies, base line
dimensioning always begins at one end of the part and terminates at the other end.
Multiple base lines can be used with more complex structures. For example, one
base line is placed on one side of a beam to indicate the positions of the lifting
holes, and another is placed on the other side to indicate the positions of the
stiffeners.
In base line dimensioning, the dimension values are marked on dimension line
extensions to prevent overlapping of indications, particularly with longer
structures.
In base line dimensioning it is crucial to indicate the starting point very
accurately, because, in certain cases, starting the dimensioning at the wrong end of
the structure may result in inaccurate dimensions, partly due to manufacturing
tolerances. Base line dimensioning is always the best option for structures with a
clear starting point.
Figure 24. Base line dimensions
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When selecting the starting point for base line dimensions, the plane used as the
reference in the dimensioning should always be considered. The figure below
shows an HEA beam where the dimensioning reference plane is, as usual, the top
of the top flange.
Figure 25. Starting point for base line dimensioning
For the dimensioning of WQ-floor beams, the reference plane is almost always the
top of the bottom flange, which, due to the hollow-core slab to be installed on top
of the flange, determines the beam's location in the installation stage. On WQfloor beams, it is exactly the top of the bottom flange that should be used as the
starting
point
for
base
line
dimensioning,
as
Figure
26
shows.
Figure 26. Starting point for base line dimensioning with WQ-floor beams
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3.1.3.2. Intermediate dimensions
Intermediate dimensions are best suited to showing the locations of simple
furnishing parts and to supplement base line dimensions in cases where the
structures have no obvious plane of line to be used as the reference in
dimensioning. With intermediate dimensions, the dimension points are marked
with diagonal lines – unlike base line dimensions – for the purposes of clarity and
accuracy. As Figure 27 indicates, the part B9 is dimensioned from its bolt holes
(i.e. the reference points for dimensioning) to the main part.
Figure 27. Intermediate dimensions
The maximum dimensions of all structures (length, height and width) should
always be shown using intermediate dimensions. This applies to both assembly
and part drawings. The maximum dimensions of structures are needed for
purposes such as painting, galvanising and transportation.
Figure 28. Maximum dimensions
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3.1.3.3. Angle dimensions
Angle size is presented with the dimension arc and degree values in connection
with it. The height of the dimension value indications is 2.5 mm. The angle should
always show the sharper angle of the structure’s diagonal end. If there is not
enough space, the dimension can be moved slightly to the side, either horizontally
or vertically. With angle dimensions, the values are positioned at the arc of the
angle. Angle sizes may have to be indicated for the manufacture of individual
parts and in assembly drawings to clarify how the parts relate to one another.
Figure 29. Angle dimensions
If the part needs to be sawn into an angle twice at the workshop, the drawing
should show the so-called outline dimension, with which the structure can be
sawn to the right dimension, whether with a machine saw or manually, without
extra calculations.
Figure 30. Angle dimensions showing
the outline dimension
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3.1.3.4. Radial dimensions
The indication of a radial measurement consists of the dimension value and the
letter 'R' in front of it. The radius can also be indicated with intermediate
dimensions, but, if this is done, the midpoint of the diameter needs to be indicated
with a dot. Radial dimensions are used, for example, to show the rounding of plate
edges. With radial dimensions, the height of the dimension values is mainly 2.5
mm, but the size can be slightly smaller in tight spots.
Figure 31. Rounding the angle
Figure 32. Radial dimensions
Radial dimensions may also have to be used with dimension markings of certain
bent plates and, for example, to make a notch in the lower flange of a rolled beam,
as shown in Figure 32.
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3.1.3.5. Diameter dimensions
The diameter dimension for a hole is shown with a dimension value and the ‘Ø’ or
‘D’ symbol in front of it. Additionally, if the structure has many holes of identical
size, the number of such holes can also be indicated in front of the dimension
value to save space. The Tekla Structures software does this automatically for bolt
holes.
Figure 33. Showing the diameters of holes
Intermediate dimensions can also be used to indicate round diameters. This
method can be applied in practice when describing the actual structure instead of
any holes in it.
Figure 34. Indicating the diameter of a structure
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3.2. Section markings
Section views are normally marked from left to right for beams and from top to
bottom for columns, and section marks increase in a running order in the same
sequence starting from A. The scale of a section view can be the same or larger
than those of other projections. Sections are used in production drawings when it
is not possible to present all the important dimensions or information relating to
an assembly in the main projections in a natural way. A section arrow indicates
the part of the structure the section is from and the direction the projection faces
in. If the structure has multiple identical areas requiring the use of sections, it is
not necessary to create a separate section for each of them; instead, it is more
practical to indicate identical sections with the same projection and to mark the
section areas with the same section mark (letter). When preparing a section,
ensure that all parts of the structure that are in the section plane are shown in the
section view. To make the section view clearer, the section plane depth can be
adjusted as necessary to show the parts only as far as is necessary at given
situations. Section views are always taken from the same projection to the largest
extent possible. Taking a section from another projection should generally be
avoided.
Figure 35. Section arrows on the left and a section view on the right
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3.3. Detail markings
Details are projections that are detached from the structure to present any areas in
the structure requiring high accuracy. By enlarging the scale of the detail
markings, the dimension points and connections between parts can be presented in
a clearer way. The detail view's extract area is marked as detail with a rectangle,
and the ID of the extracted detail view is marked on its extension. The detail ID
and the projection scale are also presented under the detail view. Running
numbers are used as detail IDs, and the first detail of each drawing has ID 1, the
second has ID 2, etc.
Figure 36. Detail marking
Figure 37. Detail view
The above figures show how a detail extracted from a structure greatly facilitates
the reading of drawings depicting complex structures, such as, in this case,
determining the exact location of the dimension points. One detail projection can
be used to present a number of identical areas in the same way as with sections.
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3.4. Shortening the view
Long structures such as columns and beams can be made smaller in drawings by
shortening the view. Shortening shall take place in such areas of the view where
the structure only features the main part. Shortening allows the structure to be
presented in a larger scale than would be possible otherwise. The shortened
section must be presented in the drawing with a 2 mm gap. If shortened drawings
must be run into DWG format, notification of the shortening of the view must be
added to the drawings since the structure's dimensions will appear incorrectly in
DWG format.
Figure 38. Shortening the view
Whether the view should be shortened should always be examined casespecifically. Attention should be paid to the fact that shortening can only take
place in the horizontal or vertical direction. In some cases, such as truss assembly
drawings, shortening weakens the readability of the drawings because diagonal
structures will overlap when shortened. This is why shortening shall not be used
with trusses.
Figure 39. Shortening a truss – not applicable
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3.5. Part IDs
In the modelling stage, each structure that is different from other structures, and
the parts of such structure, are given an individual ID to facilitate recognition of
structures as the project advances. Part IDs must be positioned in drawings so that
they are not in the way of dimension lines or any other important markings.
Figure 40. Part IDs
Figure 41. Part IDs
Part IDs are indicated in the drawings either by marking the ID directly at the
edge of the part’s symbolic representation or by showing the ID with the aid of a
reference line. The height of part ID indications is 2.5 mm. The IDs of any parts
that are behind other parts in the depth direction are presented with a dashed line.
The Tekla Structures software has the optional feature of adding supplemental
markings to part IDs to save space and make the drawing clearer to read.
The following supplemental markings are available:
•
BS = Both Sides, indicates identical parts on both sides of the main part
•
FS = Far side, indicates identical parts on the far side of the main part
•
NS = Near side, indicates identical parts on the near side of the main part
•
2x, 3x, 4x, etc. = Indicates multiple identical parts with the same part ID
Part IDs shall only be used as much as is necessary for interpreting the drawing.
In simple structures, appropriately marked part IDs only need to be presented in
one projection.
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3.5.1. Numbering
All assemblies belonging to a project are given an individual ID to distinguish the
assemblies from one another and to facilitate their proper installation on-site. To
make things easier for the workshop, all parts included in an assembly are
designated with an individual ID consisting of letters and numbers. The IDs of
each assembly are presented in the drawing’s title block, and the IDs of parts
included in an assembly are featured in the drawing's part list. There are many
different methods available for numbering parts. The style to be applied in the
numbering must be agreed upon at project commencement.
The assembly ID must feature the following information:
•
Assembly prefix, indicating the structure in question
•
Part’s assembly area indication
•
Part’s erection floor
•
A running number to distinguish different parts from one another. Tekla
Structures automatically issues a running number.
Shown below are two different assembly numbering methods.
Figure 42. Assembly numbering method no. 1
Figure 43. Assembly numbering method no. 2
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Part IDs often vary from one project to another. The below IDs are examples from
IDs used in Scandinavia:
•
Columns = PE
•
Rolled beams = BT
•
WQ-beams = WQ
•
Trusses = FV
•
Installation parts = AX
Profile part IDs can be presented as follows:
•
Columns = PP (PP1, PP2, etc.)
•
Rolled beams = BB
•
WQ-beams = WW
•
Trusses = FF
•
Installation parts = AA
Assembly part IDs can be presented as follows:
•
Columns = E (E1, E2, etc.)
•
Rolled beams = T
•
WQ-beams = Q
•
Trusses = V
•
Installation parts = X
Ideally, part IDs should not feature the letters O, I, M or D because these can
easily be confused with other symbols and purposes.
Copyright © 2008 Rautaruukki Oyj.
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Workshop drawing guide 1.1
3.6. Symbolic representation of welds
In design work, careful attention must be paid to welds. In Ruukki’s projects, the
measurement marked on the drawings shall indicate the design throat thickness,
excluding the effect of penetration. In many countries, weld size is also indicated
with the ‘z dimension’, indicating leg length.
Figure 44. Methods for indicating fillet weld thickness.
In Ruukki’s projects, throat thickness is always the primary choice for
indicating fillet weld thickness.
Weld thickness does not need to be indicated with single-bevel butt welds because
the weld sizes of these are always identical to the thickness of the welded profile.
Weld sizes must be large enough to bear the forces and loads to which they are
subjected. In addition, oversized welds should also be avoided since welding
expenses at any rate account for a large portion of the total costs of manufacture.
Careful planning of weld sizes and welding methods helps to reduce both costs
and extra work in the manufacturing stage.
Copyright © 2008 Rautaruukki Oyj.
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Workshop drawing guide 1.1
3.6.1. General welds
If no specific weld has been marked for a structure, the indication ‘general weld’
can be included in the drawing’s general information table. Sometimes, some
welds in complex structures may be left unmarked in design work. In this case,
the general weld must be larger than any welds that have been left out. However,
it is unacceptable to mark any general weld too large to allow for the omission of
any welds smaller than the general weld in the drawing. This would increase the
manufacturing costs to an intolerable extent. General welds are indicated either
with a fillet weld or a single-bevel butt weld of 4 mm or 5 mm, depending on the
structure. Welds of over 5 mm are not used as general welds because welds larger
than that would require multiple passes. If there is no 'general weld' indication and
if the drawing features no specific weld indications, the workshop should apply a
weld whose throat thickness is the same as the thickness of the parent metal in the
structure in question. In a manual fillet weld, the number of passes increases in
accordance with the following table; in automatic welding, the relationship
between the weld’s throat thickness and welding passes changes slightly, but still
mostly follows the following pattern:
Table 2. Number of passes
Fillet weld throat thickness
Number of passes
5
1
6-7
2
8
3-4
10
4-5
When welding the rods of tubular beam trusses, a general indication such as 1.0*
workpiece thickness can be used, always separately included in the drawing as a
special notification. Workpiece thickness always refers to the thickness of the
thinner profile in the weld. Weld size must always be checked case-specifically to
ensure compliance with the relevant norms and the partial safety coefficient.
Copyright © 2008 Rautaruukki Oyj.
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Workshop drawing guide 1.1
3.6.2. Paying attention to welding in the preparation of drawings
In the designing of welds and their symbolic representation, attention must be
paid to any welds that can be expected to prove difficult and laborious to perform.
Correct and clearly intelligible marking of weld symbols in drawings facilitates
the actual welding and the manufacture of structural parts. The welding process
does not need to be indicated in the drawings because the manufacturing staff will
have the best idea of which process to apply in a given case. The main dimensions
relative to the cross-section are always indicated on the left-hand side of (i.e.
before) the symbol. Longitudinal dimensions, if needed, are indicated on the righthand side of (i.e. after) the symbol. If there is no indication of length following the
symbol, the weld is to be continuous over the entire workpiece length. If there is
no indication to the contrary, butt welds shall have complete penetration. Marking
welds on trusses must be done carefully because the use of a welding gun requires
a certain amount of space. For example, diagonal rods may prove difficult to weld
at angles of less than 30° as there is not enough space for properly operating a
welding gun. When welding diagonal rods at angles of less than 45°, the sharp
angle must be welded as a single-bevel butt weld because the size of a fillet weld
in this instance would increase to unreasonable proportions.
Figure 45. Welding a diagonal rod to a lower chord
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Workshop drawing guide 1.1
Symbolic representation of welds must always be marked on the drawing casespecifically. The following are examples of correctly marked welding symbols.
Figure 46. Single-bevel butt weld
Figure 47. Single-bevel butt weld
with broad root face
Figure 48. Single-bevel butt weld
Figure 49. Fillet weld
+ backing run
Figure 50. Single-bevel butt weld
Figure 51. Fillet weld + fillet weld
with broad root face + fillet weld
Identical welding symbols can be combined, as indicated in Figure 49. Combining
welding symbols saves a lot of space, which may prove useful especially with
drawings of large structures where space is at a premium.
Figure 52. Combined welding symbols
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Workshop drawing guide 1.1
In many cases the welding symbol needs to be supplemented with a symbol
indicating the shape of the weld's surface, positioned above the weld type symbol.
The following are the most common weld surface shape symbols:
•
Flat, usually applied with a finished flush or faying surface. To apply this
in practice, the weld joint needs to be smoothed down, an extremely
laborious task.
•
Convex, where the weld surface is higher than the joint’s edges.
•
Concave, where the joint surface is lower than the edges of the welded
profiles. This reduces the weld’s throat thickness, for which reason the
weld’s durability must be inspected.
Figure 53. Flat
Figure 54. Convex
Figure 55. Concave
Figure 56. No shape requirement
The absence of these supplementary symbols means that the shape of the
weld surface does not need to be indicated. The use of weld shape indications
must always be planned case-specifically.
Copyright © 2008 Rautaruukki Oyj.
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Workshop drawing guide 1.1
3.6.3. Taking welds into consideration in the modelling stage
The modelling should be done so as to facilitate the making of weld joints. In
many cases, small adjustments in modelling can facilitate the welding of
structures at the workshop. A crucial point to remember is that fillet welds always
require a weld shelf. As seen in the figures below, a tube profile and an end plate
cannot be modelled to the same plane as this would make it unreasonably
laborious to connect the end plate into the tube profile. In this case, a 5-mm fillet
weld requires an at least 10 mm ‘shelf’.
.
Figure 57. Incorrect
Figure 58. Correct
The same applies to connecting two tube profiles. In some cases, tube profiles of
the same size could be connected with the help of the tube’s rounding radius, but
it will be a lot easier to use profiles of different sizes.
Figure 59. Incorrect
Copyright © 2008 Rautaruukki Oyj.
Figure 60. Correct
37/56
Workshop drawing guide 1.1
When using Tekla Structures, it should be borne in mind that any roundings of
profiles will not be shown in the model but will have to be taken into account in
the detailing. Joints that coincide at profile roundings must be designed with the
greatest possible accuracy because, as the figure below on the left shows, ignoring
the rounding would directly affect the structure in question through changed
operating dimensions.
Figure 61. Incorrect
Figure 62. Correct
In the figure below, the plates have been modelled applying a bevel, which, in this
case, enables the fixing of plates that are close to one another to the column by
welding. In the modelling stage it must also be noted that a single-bevel butt weld
and single-bevel butt-weld with a broad root face require a bevel that is at least 2
mm larger than the weld thickness.
Figure 63. Applying a bevel in modelling
Copyright © 2008 Rautaruukki Oyj.
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Workshop drawing guide 1.1
3.6.4. T-joint with full penetration
T-joints with full penetration have proved extremely laborious and troublesome to
make in production because at first the joint must always be welded on one side
only, following which the other side must be open by means of carbon arc
gouging before it can be welded. Today, these kinds of joints are made with a
double-bevel butt weld with no penetration. This is done in practice by welding a
single-bevel butt weld with a broad root face on both sides and, on top of that, a
fillet weld on both sides of the joint. The Tekla Structures software does not
feature a welding symbol for this kind of joint, for which reason other welding
symbols need to be combined to create the below symbol.
Figure 64. Double-bevel butt weld + fillet weld
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Workshop drawing guide 1.1
3.6.5. Scope of weld inspections
A project-specific inspection plan always includes basic weld inspections plus
such additional inspections as may be required. Nevertheless, additional
inspections may have to be added to the workshop drawings. Indication of
additional inspections in drawings must always be agreed on project-specifically
because, in practice, there are two methods for doing so. The first choice is to
indicate the weld’s utilisation ratio, according to which the inspector performs the
inspection. Another option is to directly mark the scope of inspection, for
example, 40%. This practice has proven the most functional since it leaves no
room for the inspector to misinterpret the designated inspection scope. The
detailer must always apply his/her own consideration with regard to welds that
require additional inspection because the workshop has no idea of the kind of
loads the structures have to bear or which welds will bear the heaviest burden.
Weld joint inspections at workshops are usually carried out through nondestructive testing, applying one or a combination of the following methods:
•
Visual inspection (VT)
•
Magnetic-particle inspection (MT)
•
Liquid penetrant testing (PT)
•
Ultrasonic testing (UT)
•
Radiographic testing (RT)
Figure 65. Welding symbol including an additional inspection indication
All inspection indications in drawings always refer to additional inspections.
Copyright © 2008 Rautaruukki Oyj.
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Workshop drawing guide 1.1
3.7. Tolerance indications
Requirements for manufacturing tolerances, marked in the general information
table of each drawing, concern the completed structure, which has been
manufactured with attention to tolerances for shrinkage and manufacturing
inaccuracies. When it is necessary to indicate acceptable dimension deviations,
i.e. unintentional inaccuracies, in a structure or its parts, a tolerance indication is
added after the dimension value. It may prove necessary to add tolerance
indications into a structure for static functioning, compatibility of parts,
installation of structure or for some other reason. The detailer must in each case be
able to tell if a given structure requires stricter tolerances and mark these on the
drawing accordingly.
Figure 66. Tolerance indication following the dimension value
Figure 67. Tolerance indication in a structure
The above figure indicates the end of a brace with a two-sided plate connection. A
25 mm-thick plate will be connected between the two plates. In this case, there
must be a gap of 27-29 mm between the brace’s plates, and this must be indicated
on the drawing with a tolerance symbol.
Copyright © 2008 Rautaruukki Oyj.
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Workshop drawing guide 1.1
3.8. Complementary texts
Notifications can be added to the drawings as necessary, but any text added to the
drawings must be clearly intelligible and leave absolutely no room for
interpretation at the workshop. Such additional indications may need to be added
due to lack of space in the general information table or to clarify how parts are to
be connected. When indicated properly and clearly, complementary texts added to
drawings may greatly facilitate the workshop’s operation. In cases where the
workshop manufacturing according to the drawings is located abroad, all
complementary texts as well as any other texts on the drawings must be in a
language that the people at the workshop are able to understand.
Figure 68. Tight fit
.
Figure 69. A complementary text
Copyright © 2008 Rautaruukki Oyj.
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Workshop drawing guide 1.1
4. PRESENTATION METHODS FOR DRAWINGS
Production drawings are made for the manufacture of structures, and they must
clearly indicate all the information needed for manufacturing the structure in
question. The drawings must feature indications of the structures’ materials,
shapes, dimensions, welds, quality requirements, tolerances, additional tests and
surface treatments. The drawings must be easily intelligible. Each drawing shall
be named with the ID issued to the structure in the modelling stage. For identical
structures with the same ID, only one drawing is made, and that drawing shall
indicate the number of identical structures. Two separate drawings are required
for structures that are mirror images of each other but are not identical in other
respects.
At some stages of the project it may be necessary to prepare sketch drawings or
other informative drawings that are not intended to be used in machine shop
production, but rather to pass on information and serve as proposals. To avoid
misunderstandings, drawings of this nature must always include an indication of
their purpose.
Copyright © 2008 Rautaruukki Oyj.
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Workshop drawing guide 1.1
4.1. Assembly drawing
An assembly drawing shows a finished element that is ready to be installed onsite. Assembly drawings show the positions of all parts in it and the methods for
joining them together. The most common assembly drawings are column
drawings and beam drawings. Extremely large assemblies may have to be divided
into two or more sub-assemblies for making them easier to transport or handle
during installation. Examples of such structures are long trusses or space trusses.
Truly complex structures may have to be divided over multiple drawings, if the
structure cannot be presented clearly enough on just one drawing. Assemblies that
are divided are presented by means of more than one assembly drawing, in what is
also known as sub-assembly drawings. Drawings of complex assemblies may be
supplemented with a small 3D view to make the structure's shape easier to
comprehend.
As an optional feature, Tekla Structures has the capability of adding symbols
indicating the installation direction on two pages of all assemblies. These are
indicated for the workshop as points at which identification labels are fixed by
welding or other means, and these, in turn, together with the symbols in the
installation drawings, indicate the correct direction for installation on-site.
Figure 70. Symbol indicating installation direction
Figure 71. Explanation of the symbol indicating the installation direction featured
in drawings
The names of all assembly drawings are compiled into lists of drawings, which
shall be complete at all times. Lists of drawings are revised by entering each
revision on the list and by bolding the names of any new or revised drawings on
the list. Lists of drawings are usually created for each area or plane. The above is
an example of a list of assembly drawings, to which four new drawings and one
revised drawing have been added.
Copyright © 2008 Rautaruukki Oyj.
44/56
---------------------------------------------------------------------------------------RUUKKI
ASSEMBLY DRAWING LIST
PAGE: 1
---------------------------------------------------------------------------------------Rautaruukki Oyj
WORKSHOP DRAWING GUIDE
Design Service
ROLLED BEAMS, AREA T1
Karperövägen 148
By:
T HANNUKSELA
FIN-65610 KORSHOLM
Document NO:
Date: 22.04.2008
tel. +358 20 5930 111
Project NO: N-9999
Rev:
1
---------------------------------------------------------------------------------------DR`G No.
Rev Name
No.
WEIGHT(Kg) TOTAL(Kg)
DATE
Rev. DATE
---------------------------------------------------------------------------------------T1-B-100
BEAM
1
487.7
487.7
13.02.2008
T1-B-101
BEAM
1
459.2
459.2
13.02.2008
T1-B-102
BEAM
1
476.0
476.0
13.02.2008
T1-B-104
WIND BRACE
1
400.5
400.5
10.03.2008
T1-B-105
BEAM
1
449.7
449.7
10.03.2008
T1-B-106
BEAM
1
372.0
372.0
31.03.2008
T1-B-107
BEAM
1
91.6
91.6
31.03.2008
T1-B-108
1 BEAM
1
97.9
97.9
04.04.2008 22.04.2008
T1-B-109
BEAM
1
542.6
542.6
04.04.2008
T1-B-110
BEAM
1
90.9
90.9
22.04.2008
T1-B-112
BEAM
1
89.3
89.3
22.04.2008
T1-B-113
BEAM
1
88.6
88.6
22.04.2008
---------------------------------------------------------------------------------------Total for 12 assemblies
3645.9 kg
----------------------------------------------------------------------------------------
Workshop drawing guide 1.1
4.1.1. Column and beam
Column and beam drawings are the most common of all assembly drawings.
Beams are always presented horizontally and dimensioned from left to right
wherever possible.
Beam sections are likewise presented from left to right. Columns are always
presented vertically and dimensioned from the bottom up, i.e. the starting point in
base line dimensioning is the bottom end of the column’s part. Sections from
columns are always taken from the top down to achieve optimum clarity in the
presentation of column connections in the sections. When preparing column
drawings, it must be ensured that the structure is presented in the right way - that
is to say, the bottom part facing downwards. For the purposes of clarity, the
structure’s elevation can be added to the drawing to indicate the structure’s
installation height. In so doing, it must be ensured that all structures that have the
same ID are located at the same height in the project.
Column and beam drawings are usually prepared on A3-sized drawing templates.
Copyright © 2008 Rautaruukki Oyj.
45/56
GRID LOCATION
B/7
5
11820
3 sides
150 150
THREADED HOLE M16
THREADED HOLE M16
11000
5
5
3 sides
Kpl
Pcs
kg/Kpl
kg/Pcs
S355J2G3
1
9.6
P6
PL25X320
330
S355J2G3
1
20.7
P8
PL8X106
143
S355J2G3
10
0.9
P9
CFRHS120X120X10
40
S355J2H
10
1.3
PP2
CFRHS300X300X12.5
12000
S355J2H
1
1291.0
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
T1-P-101
8820
Must be space for a
65x30 installation part
3 sides
THREADED HOLE M16
150 150
3
P8
78
A
75 148
3
90
5940
5820
THREADED HOLE M16
THREADED HOLE M16
5000
PP2
5000
8
3 sides
5
5
P9
2820
2820
3 sivua
3 sides
5
P8
120
90
3
2820
5
THREADED HOLE M16
150 150
90
30
B
30
30
B
30
2820
P9
P9
8
8
3
P8
P8
150 150
8
90
P9
3 sides
150 150
120
P8
3
Must be space for a
65x30 installation part
55
5
5
3 sides
5980
120
A
30
30
8
125
12040
5820
P8
A-A
1:10
150 150
8
P9
P9
THREADED HOLE M16
8000
8000
B-B
1:10
3 sivua
THREADED HOLE M16
2000
2000
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Construction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
COLUMN
1:10
150 150
3 sides
1343
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
3
75 148
8940
120
A
Materiaali
Material
286
55
8980
Pituus
Length (mm)
PL15X286
125
A
30
30
8820
78
8
Profiili
Profile
P5
11000
150 150
8
Osa
Part
55
5
12000
120
A
12000
section 11.2
125
5
3 sides
12000
B7)
55
A
11820
8
30
30
P5
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
120
8
12000
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 EP40/1
Värisävy:
RAL 7044
Colour:
125
T1-P-101
1:20
6
P6
0
20
300
6
0
0
0
P6
15
300
15
+ 22 510
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
25.02.2008
S POKELA
T1-P-101
Muutos / Rev.
Tunnuslappu tähän päähän
Identification label at this end
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 EP120/2
Värisävy:
RAL 7021
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
B1
PL15X313
330
S355J2G3
1
12.2
B2
PL30X410
410
S355J2G3
1
39.6
BB1
CFRHS250X250X10
6000
S355J2H
1
436.0
B7)
section 11.2
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
T1-B-100
487
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
6045
80
8
7
80
80
40
0
6000
5
40
250
B1
B2
BB1
80
250
243
B1
B2
70
250
BB1
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Construction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
BEAM
1:10
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
13.02.2008
S POKELA
T1-B-100
Muutos / Rev.
Tunnuslappu tähän päähän
Identification label at this end
5
5
40
250
40
40
250
40
B4
B4
140
250
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 EP120/2
Värisävy:
RAL 7022
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
B3
PL15X90
200
S355J2G3
1
2.1
B4
PL15X236
430
S355J2G3
2
10.6
BB4
CFRHS250X250X10
6000
S355J2H
1
436.0
section 11.2
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
40
140
A-A
1:10
250
40
T1-B-101
459
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
6000
712
652
0
552
592
B-B
1:10
B3
A
B
7
7
50
4
BB4
236
B4
236
B7)
7
7
B4
B
A
140
140
6030
250
B4
15 103
40
40
133
B4
250
BB4
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Construction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
BEAM
1:10
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
13.02.2008
S POKELA
T1-B-101
Muutos / Rev.
Tunnuslappu tähän päähän
Identification label at this end
0
5
B8
B8
0
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 EP120/2
Värisävy:
RAL 7021
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
B7)
section 11.2
65
65
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
135
135
B8
PL15X105
244
S355J2G3
6
3.0
205
205
BB2
HEA280
6000
S355J2G3
1
458.1
270
270
71
138
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
T1-B-102
5
71
476
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
A-A
1:10
6000
A
0
A
A
0
BB2
90
B8 BS
B8 BS
150
92
B8 BS
3*D22
152
3*D22
210
212
270
270
A
A
A
5960
6000
2493
2493
3993
993
993
0
40
5920 ± 2mm
Tunnus
Mark
5960
6000
3993
0
40
BB2
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Construction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
BEAM
1:10
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
13.02.2008
S POKELA
T1-B-102
Muutos / Rev.
Tunnuslappu tähän päähän
Identification label at this end
0
B19
B19
0
0
B19
B19
0
56
56
56
56
116
116
116
116
176
176
176
176
230
230
230
230
5
5
5
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
B19
PL15X105
205
S355J2G3
4
2.5
BB5
HEA240
6000
S355J2G3
1
361.9
5
B7)
section 11.2
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
B-B
1:10
A-A
1:10
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 EP120/2
Värisävy:
RAL 7021
Colour:
T1-B-106
371
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
6000
5920 ± 2mm
A
B
0
0
60
60
3*D18
3*D18
115
115
170
170
230
230
100
A
100
B
Lower flange to be cut
124
5960
6000
5900
3953
3989
Tunnus
Mark
Muutos
Revision
116
5960
6000
99
70
99
B19
1008
1044
100
99
953
989
99
R
10
B19
R
10
70
0
40
124
70
116
B19
B19
70
0
40
4008
4044
Lower flange to be cut
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Construction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
BEAM
1:10
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
31.03.2008
S POKELA
T1-B-106
Muutos / Rev.
Workshop drawing guide 1.1
4.1.2. Welded profiles
Structures made out of welded steel profiles are optimised for material
consumption. The following are the most common welded profiles:
•
The ‘I’ profile (WI profile), used as both column and beam
•
Box profile (WB profile), used as both column and beam. Its torsional
strength is many times better than that of an 'I' profile
•
WQ profile (HQ profile), used as a beam in intermediary floors. The wide
bottom flange bears the intermediate floor, such as a hollow-core slab.
Assembly drawings of welded profiles are done in the same style as those of
columns and beams – with the difference that the assembly drawings of welded
profiles must be supplemented with pictures or sections to present the dimensions
of profile cross-sections and the welding connections of web and flange plates.
Figure 72. Welding of WI beam
Copyright © 2008 Rautaruukki Oyj.
Figure 73. Welding of WQ beam
46/56
Workshop drawing guide 1.1
Other pictures may also be added to the drawing template of a WQ beam, but in
so doing it must be ensured that none of the drawings to which pictures have been
added have any information differing from the information provided by the
pictures.
Figure 74. Welding of a WQ
beam’s torsion plates
Figure 75. Rounding radius in a WQ
beam’s lower flange
Even though the welded profiles are constructed of plates, separate drawings need
of these web and flange plates are not needed; the workshop will know how to
manufacture the structure with the help of sections added to the drawings and the
dimensions included in the section. Any part drawings are done using the welded
profiles in the same fashion as with rolled ones, supplemented with the same
profile welding symbols and profile dimensions as in the workshop drawings.
Copyright © 2008 Rautaruukki Oyj.
47/56
Vääntölukkojen hitsit
Welding of torsionplates
WQ-palkin hitsaus
Welding of WQ-beams
5
5
Pyöristyssäde alalaipassa
Roundingradius in lowerflange
Tunnuslappu tähän päähän
Identification label at this end
40
a5
80
a5
80
R=10
a5
a5
a5
a5
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 E40/1
Värisävy:
RAL 7044
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
H1
PL15X192
230
S355J2G3
2
3.4
H2
PL20X80
195
S355J2G3
8
2.3
H3
PL15X140
195
S355J2G3
2
3.2
HH1
WQ200-5-40X190-20X365/15
5650
S355J2G3
1
748.1
B7)
section 11.2
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
T1-H-101
779
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
5680
C
B
B
A
HH1
H1
2x H3 FS
4x H2 FS
5650
5650
5310
5310
5120
5120
4110
2913
1710
1710
5
C
2913
1520
1520
2723
510
510
B
2723
320
0
A
320
0
B
3920
5
3920
4x H2 FS
4110
H1
190
H3
H2
H2
H2
H2
H2
H1
230
100
4325
1325
THREADED HOLE M20
5
H1
200
Tunnus
Mark
H3
148
H1
5650
THREADED HOLE M20
100
100
H1
0
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Construction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
WQ-BEAM
1:10
187
126
A-A
1:10
120
98
120
230
100
90
H2
90
135
H2
H2
135
H3
HH1
48
0
52
90
200
B-B
1:10
187
126
C-C
1:10
52
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
28.01.2008
S POKELA
T1-H-101
Muutos / Rev.
WI-palkin hitsaus
Welding of WI-beam
a7
a7
a7
a7
Tunnuslappu tähän päähän
Identification label at this end
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 A40/1
Värisävy:
PUNAINEN
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
10mm
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
W1
TW20
190
A500HW
4
0.4
WW1
WI270-15-20X300
4560
S355J0
1
553.0
B7)
section 11.2
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
0
5
4560
3977
2777
5
554
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
W1
5
W1
W1
A
W1
0
377
1577
A4-W-100
5
0
WW1
70
70
3*D22
135
135
3*D22
270
270
A
4520
4560
200
0
40
200
4480 ± 2mm
4560
150
WW1
150
4x W1
20
300
270
Muutos
Revision
Nimi
Name
Päiväys
Date
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
WI-BEAM
1:10
20
230
Tunnus
Mark
Rakennuskohteen nimi ja osoite / Construction site and address
143
15
A-A
1:10
143
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
14.04.2008
S POKELA
A4-W-100
Muutos / Rev.
Workshop drawing guide 1.1
4.1.3. Truss
Trusses are large structures, and their drawings are much more troublesome and
complex to prepare than the drawings of columns or beams. Trusses are
assembled with a jig, which is a type of form that allows the chords and truss rods
to be assembled and welded to their correct positions and in their right
dimensions. Trusses that have the same outline dimensions are assembled with the
same jig. Truss drawings must feature the truss's outline dimensions to avoid
having to prepare a separate design for the jig. The most important dimensions are
the difference between ends of the chords in the horizontal direction and the
height of the truss from the bottom plane of the lower chord's profile to the top
plane of the upper chord at these points.
It is critical for assembly drawings of a truss to feature the truss cross-dimensions
as these are the most important dimensions in view of workshop inspection. The
pre-camber of a two-piece truss must always be calculated manually and included
in the cross-dimensions. The truss is always modelled and presented as straight in
the drawing, i.e. in its final form, as figures T1-F-103 and T-F-104 indicate. The
cross-dimension is marked diagonally across the structure as with a single-piece
truss, but with the difference that the dimension value is underlined since it is not
to scale. In addition, a 'NOTE' indication is added to the drawing. The pre-camber
of an assembled truss is XX mm, and it is included in the presented crossdimensions. The position of the cross-dimension's dimension line must be clearly
presented in the drawing.
Figure 76. Presentation of the pre-camber of an assembled truss.
Copyright © 2008 Rautaruukki Oyj.
48/56
Workshop drawing guide 1.1
Shown below is the calculation of the cross-dimension in a two-piece truss. Figure
64 shows the dimensions needed for the calculation of the cross-dimension. The
value 30 in the formula represents the pre-camber of 30 mm intended for the truss
in question.
Figure 77. Calculation of the cross-dimension of the truss
(2767+30)² + (14235+175)² = x² => x = 14678.9
(2500-30)² + (14235+1595)² = y² => y = 16021.5
The truss’s upper and lower chords are not dimensioned as spatial dimensions
along the part with base line dimensioning because spatial dimensions would be
very difficult to inspect in the production. The lower end of the upper chord’s
profile is used as the upper chord’s starting point, and is also used for the
dimensioning of the lower chord. Each rod in the truss must be presented in a
separate drawing because, in many cases, the rods will feature corners and
roundings requiring a high degree of accuracy at the workshop.
Copyright © 2008 Rautaruukki Oyj.
49/56
50
80
300
50
F6
90
90
90
5
5
F32
B
50
F6
120
120
90
80
140
F32
F6
120
300
90
50
F6
90
50
120
300
90
50
B
5
90
0
A
252
279
Tunnuslappu tähän päähän
Identification label at this end
5
5
A
A-A
1:10
DETAIL 1
1:10
C-C
1:10
B-B
1:10
E
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 E120/2
Värisävy:
RAL 7047
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
20 mm
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
F1
PL15X292
296
S355J2G3
1
10.0
F3
PL15X250
440
S355J2G3
2
13.0
F4
PL15X120
235
S355J2G3
1
3.1
F5
PL15X120
235
S355J2G3
1
3.1
F6
PL15X90
220
S355J2G3
6
2.3
F8
PL8X192
292
S355J2G3
2
3.5
F32
PL15X313
500
S355J2G3
1
18.4
FF1
CFRHS300X200X8
18010
S355J2H
1
1063.7
FF3
CFRHS300X300X10
10769
S355J2H
1
951.6
FF4
CFRHS250X150X8
2741
S355J2H
1
127.5
FF5
CFRHS250X150X8
2712
S355J2H
1
126.1
FF6
CFRHS250X150X8
2742
S355J2H
1
127.5
FF7
CFRHS250X150X8
2804
S355J2H
2
130.4
FF8
CFRHS250X150X8
2804
S355J2H
2
130.4
FF9
CFRHS250X150X8
2730
S355J2H
1
127.0
FF10
CFRHS250X150X8
2712
S355J2H
1
126.1
FF11
CFRHS250X150X8
2831
S355J2H
1
131.7
FF12
CFRHS300X300X10
10800
S355J2H
1
954.3
B7)
section 11.2
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
50
5
T1-F-102
3 sides
4338
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
50
50
90
57
40
5
F1
F1
F6
120
120
WELDS BETWEEN HOLLOW SECTIONS.
Fillet weld, outline welding a 1.0*t.
If nothing else mentioned
F3
F3
F3 BS
5
5
5
F4
F5
75
300
75
E
E-E
1:10
D
FF3
DET 3
0
4089
360
6148
DET 2
C
DET 1
4612
8909
10795
8877
8316
6115
4597
4072
190
DETAIL 3
1:10
D-D
1:10
252 279
0
DETAIL 2
1:10
55
8347
205
10763
40
90
50
F6
F6
300
300
FF12
140
C
140
199
Crossmeasure
10
FF
25
1950
2430
95
1950
FF
7
30
3
30
FF
4
6
FF
7
FF
8
FF
9
FF
5
FF
FF
8
1788
FF
11
30
30
3
FF1
F8
19798
18010
17791
17329
13551
13097
9230
8780
4913
4461
667
305
1757
0
F8
21585
F6
F6
50
F6
F4
F6
F32
2250
Crossmeasure
198
97
D
2250
97
F6
F6
F5
21380 ± 2mm
Tunnus
Mark
Muutos
Revision
Nimi
Name
Rakennuskohteen nimi ja osoite / Construction site and address
WORKSHOP DRAWING GUIDE
Päiväys
Date
Piirustuksen sisältö / Content of drawing
Mk / Scale
SECONDARY TRUSS
1:10
1:30
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
18.02.2008
S POKELA
T1-F-102
Muutos / Rev.
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 E40/1
Värisävy:
RAL 9010
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
30 mm
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
F9
PL15X284
492
S355J2G3
1
16.3
F10
PL15X284
284
S355J2G3
1
9.3
F11
PL15X90
240
S355J2G3
2
2.5
F17
PL20X470
750
S355J2G3
2
55.3
50
F19
PL20X100
280
S355J2G3
2
4.4
100
F21
PL20X300
560
S355J2G3
1
26.4
F23
PL8X62
288
S355J2G3
1
1.1
100
F25
PL8X82
288
S355J2G3
2
1.4
F26
PL30X350
880
S355J2G3
2
72.5
50
F27
PL30X500
540
S355J2G3
1
63.6
FF13
CFRHS300X300X12.5
14235
S355J2H
1
1531.4
FF15
CFRHS500X300X12.5
16015
S355J2H
1
2434.4
FF17
CFRHS250X200X10
2348
S355J2H
1
147.9
FF18
CFRHS250X150X10
2535
S355J2H
1
144.4
FF19
CFRHS250X150X10
2538
S355J2H
1
144.6
FF20
CFRHS250X150X10
2692
S355J2H
1
153.4
FF21
CFRHS250X150X10
2643
S355J2H
1
150.5
FF22
CFRHS250X150X10
2640
S355J2H
1
150.4
FF23
CFRHS250X150X10
2590
S355J2H
1
147.5
FF24
CFRHS250X150X10
2587
S355J2H
1
147.4
5
5
5
124
124
30
50
300
50
60
F27
300
6
6
60
500
500
3
6
6
F25
F11
F26
300
F9
300
140
140
F19
140
4
F19
F19
F19
F17 BS
140
F25
F11
F23
6
6
100
F26
500
500
88 30 64 30 88
64
5
B
78
A
70
130
5
F21
77
300
6
6
100
5
5
235
235
60
5
5
F21
60
236
F17
F17
236
F9
5
500
500
100
80
43
B
300
100
80
125
3 sides
125
141
08
A
759
Tunnuslappu tähän päähän
Identification label at this end
500
500
-0...+2mm
5
70
490
DETAIL 1
1:10
B-B
1:10
A-A
1:10
C-C
1:10
E-E
1:10
D-D
1:10
B7)
section 11.2
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
T1-F-103
5541
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
16016
15725
12373
11743
9084
8406
7760
4439
3777
The dimension zeropoint starts
from the top chords lower corner
759
D
5
C
DET 1
500
F11 BS
F17 BS
8
244
255
23
14679
easure
Crossm
5
8
D
69
30
64
FF
22
FF
24
17
FF
2000
2267
2500
FF
18
2617
16022
8
234
C
21
FF
FF
19
FF
Crossme
asure
8
FF
20
500
FF15
2767
141
08
WELDS BETWEEN HOLLOW SECTIONS.
Fillet weld, outline welding a 1.0*t.
If nothing else mentioned
The pre-camber of an assembled truss is 30mm,
and it is included in the presented cross-dimensions
8
8
4
59
8
E
8
F26 BS
FF13
1595
14235
14340
14440
14540
13735
12676
12223
8706
8243
4737
4264
767
277
1595
0
F10
14235
E
175
16057 ± 2mm
F21
F17
F17
16225
Tunnus
Mark
Muutos
Revision
Nimi
Name
Rakennuskohteen nimi ja osoite / Construction site and address
WORKSHOP DRAWING GUIDE
Päiväys
Date
Piirustuksen sisältö / Content of drawing
Mk / Scale
TRUSS
1:10
1:25
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
25.02.2008
S POKELA
T1-F-103
Muutos / Rev.
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 E40/1
Värisävy:
RAL 9010
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
30 mm
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
F12
PL15X284
492
S355J2G3
1
16.3
F13
PL15X150
600
S355J2G3
1
10.5
F14
PL15X194
422
S355J2G3
1
9.6
F15
PL15X284
284
S355J2G3
1
9.5
F16
PL15X50
194
S355J2G3
1
1.1
F21
PL20X300
560
S355J2G3
1
26.4
F22
PL20X450
750
S355J2G3
2
53.0
F24
PL8X113
288
S355J2G3
2
2.0
F27
PL30X500
540
S355J2G3
1
63.6
F30
PL60X350
880
S355J2G3
1
145.1
50
F31
PL12X88
792
S355J2G3
1
6.6
100
FF14
CFRHS300X300X12.5
14235
S355J2H
1
1531.4
FF15
CFRHS500X300X12.5
16015
S355J2H
1
2434.4
100
FF16
CFRHS250X200X10
2346
S355J2H
1
147.8
FF19
CFRHS250X150X10
2538
S355J2H
1
144.6
50
Tunnuslappu tähän päähän
Identification label at this end
FF23
CFRHS250X150X10
2590
S355J2H
1
147.5
FF25
CFRHS250X150X10
2531
S355J2H
1
144.2
FF26
CFRHS250X150X10
2582
S355J2H
1
147.1
FF27
CFRHS250X150X10
2636
S355J2H
1
150.2
FF28
CFRHS250X150X10
2641
S355J2H
1
150.5
CFRHS250X150X10
2690
S355J2H
1
153.2
194
60
300
60
4
140
4
4
F14
60
5
5
5
5
63
F27
100
86
4
0
100
69 12 69
F31
0
428
F13
4
4
86
363
F16
F13
F31
B
190
190
F14
120
4
300
F24
3 sivua
F22
F22
300
5
F24
F12
5
F21
100
100
120
F12
300
F22 BS
60
5
5
F21
3
5
5
F30
482
77
130
78
70
B
300
3
70
FF29
C-C
1:10
B-B
1:10
DETAIL 1
1:10
A-A
1:10
B7)
section 11.2
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
T1-F-104
5549
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
The dimension zeropoint starts
from the top chords lower corner
DET 1
F22 BS
8
8
245
8
Crossm
eas
ure 1467
9
F12
255
8
26
59
8
FF
27
FF
500
500
29
FF
10
10
C
22
re 160
2000
su
Crossmea
FF
16
2267
2500
2617
FF
19
FF
28
8
25
FF
65
8
31
68
8
4
FF14
F15
0
277
4264
4738
8242
8707
12222
13735
14540
14440
14340
14235
175
500
500
12677
10
10
C
768
2767
A
235
23
85
FF
5
500
500
F14
F31
F16
F13
FF15
8 0
758
4437
5
3774
8403
11740
12372
7756
A
15723
16016
WELDS BETWEEN HOLLOW SECTIONS.
Fillet weld, outline welding a 1.0*t.
If nothing else mentioned
The pre-camber of an assembled truss is 30mm,
and it is included in the presented cross-dimensions
14235
1595
16057 ± 2mm
F21
F27
F22
F30
F22
F14
16313
Tunnus
Mark
Muutos
Revision
Nimi
Name
Rakennuskohteen nimi ja osoite / Construction site and address
WORKSHOP DRAWING GUIDE
Päiväys
Date
Piirustuksen sisältö / Content of drawing
Mk / Scale
TRUSS
1:10
1:25
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
25.02.2008
S POKELA
T1-F-104
Muutos / Rev.
Workshop drawing guide 1.1
4.1.4. Composite column and reinforcing
A composite column is a steel sheet composite plate made of a rectangular, square
or circular tube profile that is cast in concrete on-site. The composite column
serves as a sort of mould in casting and bears most of the column's load in the
ultimate limit state.
The composite column is reinforced at the factory by lifting the reinforcement into
the profile in one piece with a crane. The composite column’s reinforcement
always comes to Ruukki's factory ready-made by an external manufacturer. The
reinforcement bars of a reinforcing element are usually made of the A500HW
grade. Where necessary, reinforcement bars can be bunched up in twos or threes
to create the main rebars of reinforcement. The sizes of the main rebars vary
between 12 mm and 32 mm. The tie bar thicknesses can be 6 mm or 8 mm,
depending on the circumstances. When the main rebars are more than 20 mm in
diameter or the tube profile’s dimension/diameter is more than 150 mm, the tie
bars must have diameters of more than 8 mm. The guiding plates, whose purpose
is to maintain the reinforcement centrally within the column and not let it slide to
the edges, are reinforcement bars of 8 mm or 10 mm. The guiding plates, i.e.
guiding rebars, are welded into the other reinforcement with a site weld. In a
circular reinforcement, a group of guiding rebars must have at least 4
reinforcement bars spaced evenly. In the length direction, the guiding plates are
spaced at 2000 mm. If the composite column has no bottom plate, the
reinforcement must be secured in place within the composite column by welding
to make it easier to move and install the column.
In the composite column drawing, the reinforcement is represented by a PL
profile, modelled and added to the column assembly in the model. The length of a
PL profile is the same as that of the main rebars, which is usually 20 mm shorter
than the length of a corresponding column. The profile’s metric weight is 1.1* the
weight of the main rebars. Reinforcement IDs are always used as profile names.
For example, the name 8Ø32+HAATØ8k450 means that the reinforcement
features 8 main rebars with a diameter of 32 mm and tie bars with a diameter of 8
Copyright © 2008 Rautaruukki Oyj.
50/56
Workshop drawing guide 1.1
mm, spaced in the reinforcement at 450 mm. Below is an example of how to
calculate a PL profile size.
Density of steel = 8,000 kg/m³
Weight of main rebars 8Ø32 = 8*6.31 kg/m = 50.48 kg/m
Weight of entire reinforcement = 1.1* = 50.48 kg/m = 55.53 kg/m
PL profile’s dimensions = b* b =
55.53
*1,000 = 83.31 = 84mm
8000
The reinforcement drawing's views are made with AutoCAD software, and the
.dwg file is imported into a Tekla Structures model's drawing template including
the dimension lines. The .dwg file must be saved in AutoCAD 2000 format in
order to import it into a Tekla Structures drawing template of the size A4. In
special cases it is also possible to model the reinforcement and create its drawings
by using just Tekla Structures, but a concrete detailing licence is required to do
this. Ruukki’s server features ready-to-use drawings for the most common
reinforcements. The drawings on the server can be copied to the project folder to
be processed there as necessary. No changes whatsoever may be made to the
original drawings. The reinforcement section view must indicate the positions of
the main rebars, tie bars and guiding plates. It is important to also indicate the
entire element’s outline dimensions and the gap between the reinforcement and
the inside surfaces of the tube. The outline dimensions of the tie bars must also be
presented, which is best done by extracting the tie bars from the section and
presenting them in a projection of their own. The drawing must also clearly
indicate the information on any heating wires.
A composite column drawing is virtually identical to a normal column drawing.
The symbol for the concrete casting connection to be used should be indicated on
the drawing for clarity. Concrete casting connections are standardised sleeves
installed to the side of the column to facilitate the casting of the column with
concrete, done with a concrete pump truck. The composite column drawing shall
also feature the indication ‘The casting hole should not be placed at a main rebar’
to facilitate the concrete casting.
Copyright © 2008 Rautaruukki Oyj.
51/56
Raudoite kiinnitetään putken sisäpintaan molemmista päistä
Reinforcement has to be fixed to mainprofile at both ends
VALUAUKKO EI PÄÄTERÄSTEN KOHDALLE
CASTING HOLE NOT
IN FRONT OF MAINBARS
GRID LOCATION
T1-PE-100
C/7
Hole Ø150
10
324
10
10
3308
324
10
E2
3308
3308
a4
5
3198
1*D20
PL8-80X80
162
1*D20
162
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 EP120/2
Värisävy:
RAL 7044
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
BR1
P323_8TW32+STIRRUPS TW8-C/C4503288
A500HW
1
182.1
E1
PL15X344
344
S355J2G3
1
13.9
E2
PL15X344
344
S355J2G3
1
11.9
PP5
CFCHS323.9X6
3308
S355J2H
1
154.8
B7)
section 11.2
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
T1-PE-100
362
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
HOSE CONNECTOR X323
Hose connector Ø70+
2 pcs Threaded hole M12
THREADED HOLE M16
THREADED HOLE M16
THREADED HOLE M16
THREADED HOLE M16
2200
2200
162
3338
162
162
75
A-A
1:10
PP5
162
75
2200
Hose connector Ø70+
2 pcs Threaded hole M12
THREADED HOLE M12
THREADED HOLE M12
300
A
300
Water-purge
notch 20*20
0
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Construction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
COMPOSITE COLUMN
1:10
5
0
10
300
Tunnus
Mark
Water-purge
notch 20*20
BR1
Water-purge
notch 20*20
A
324
10
0
E1
10
324
10
+ 16 900
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
03.03.2008
S POKELA
T1-PE-100
Muutos / Rev.
Osa
Part
Profiili
Profile
Pituus
Length (mm)
BR1
P323_8TW32+STIRRUPS TW8-C/C4503288
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
A500HW
1
182.1
Esikäsittelyaste:
Preparation grade:
P2 (SFS-EN ISO 8501-3)
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Constuction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
REINFORCEMENT
1:5
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
11.03.2008
S POKELA
BR1
Muutos / Rev.
Workshop drawing guide 1.1
4.2. Profile part drawings
A profile part drawing features all the shapes and dimensions required to
manufacture a rolled or welded steel profile. Profile part drawings only need to be
made for structures that are so complex that the shapes of their profile parts would
be difficult to determine from the assembly drawings. This can be the case when
the assembly features many large parts, for example. Nonetheless, the assembly
drawings must feature all the same markings as profile part drawings. Detailers
should always prepare for delivering profile part drawings of the structures for the
workshop as these may be needed due to the use of different manufacturing
methods.
The size of a profile part drawing is normally A3, but parts such as truss diagonals
may be presented in A4. Unlike with other parts, profile part drawings of the
chords and rods of a truss are always made for the workshop.
Copyright © 2008 Rautaruukki Oyj.
52/56
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 EP120/2
Värisävy:
RAL 7036
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
BB3
CFRHS180X180X12.5
6000
S355J2H
1
362.9
B7)
section 11.2
6000
0
200
5800
Tunnuslappu tähän päähän
Identification label at this end
6000
5800
200
0
180
BB3
62
Must be space for a 57mm piece
62
62
57
Must be space for a 57mm piece
57
62
6000
AIHIOKUVA / PROFILE DRAWING
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Constuction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
WIND BRACE
1:5
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
25.03.2008
S POKELA
BB3
Muutos / Rev.
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
FF32
CFRHS250X150X8
2712
S355J2H
1
126.1
2612
159
0
2766
Profiili
Profile
2708 2712
Osa
Part
44
43
94
85
150
56
FF32
Outline measure
250
250
2712
FF32
Esikäsittelyaste:
Preparation grade:
P2 (SFS-EN ISO 8501-3)
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Constuction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
DIAGONAL
1:10
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
10.03.2008
S POKELA
FF32
Muutos / Rev.
Tunnuslappu tähän päähän
Identification label at this end
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 EP40/1
Värisävy:
RAL 7044
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
PP2
CFRHS300X300X12.5
12000
S355J2H
1
1291.0
B7)
section 11.2
12000
PP2
75
147
THREADED HOLE M16
11000
8000
THREADED HOLE M16
12000
THREADED HOLE M16
5000
2000
0
40
147
40
12000
78
78
Hole through tube
75
Hole through tube
THREADED HOLE M16
11000
8000
8940
8980
THREADED HOLE M16
THREADED HOLE M16
THREADED HOLE M16
THREADED HOLE M16
PP2
5940
5980
5000
0
2000
Chamfer 7x7
AIHIOKUVA / PROFILE DRAWING
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Constuction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
COLUMN
1:10
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
25.03.2008
S POKELA
PP2
Muutos / Rev.
Workshop drawing guide 1.1
4.3. Part drawings
Part drawings are made of all parts that are included in the assembly at the
workshop. Part drawings are generally made in A4-sized templates, and they are
normally the most simple and quickest workshop drawings to make. Part drawings
present all the information necessary for manufacturing a structure.
A change in the number of parts presented in a part drawing does not necessarily
require a revision. This is because SAP transfer files have been distributed for all
the structures for which workshop drawings have been sent, and the SAP transfer
files indicate the exact numbers of the parts in question. In other change cases,
part drawings are revised in the same way as all other workshop drawings. As a
rule, part drawings are also sent to the workshop in DSTV file format (cam files)
as this format is required for controlling the machine tools.
SAP transfer files and DSTV files must always be revised always when changes
or additions are made to the structures.
Copyright © 2008 Rautaruukki Oyj.
53/56
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
B9
PL15X200
384
S355J2G3
4
9.0
B9
200
4*D26
200
140
60
384
50
130
384
15
0
0
384
Esikäsittelyaste:
Preparation grade:
P2 (SFS-EN ISO 8501-3)
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Constuction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
PLATE
1:3
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
25.03.2008
S POKELA
B9
Muutos / Rev.
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
B11
PL4X27
192
S355J2G3
2
0.1
192
4
A
Chamfer 4x4
27
27
B11
Chamfer 4x4
A
A-A
1:2
4
192
Esikäsittelyaste:
Preparation grade:
P2 (SFS-EN ISO 8501-3)
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Constuction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
PLATE
1:2
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
25.03.2008
S POKELA
B11
Muutos / Rev.
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
B12
PL4X58
172
S355J2G3
4
0.3
172
38
B12
R
R
58
38
4
172
Esikäsittelyaste:
Preparation grade:
P2 (SFS-EN ISO 8501-3)
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Constuction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
PLATE
1:2
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
25.03.2008
S POKELA
B12
Muutos / Rev.
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
B16
PL30X410
410
S355J2G3
2
36.2
0
410
Profiili
Profile
248
Osa
Part
B16
410
410
4*D22
132
10
306
0
233
231
410
240
165
10
0
410
313
246
0
237
0
171
0
410
30
410
Esikäsittelyaste:
Preparation grade:
P2 (SFS-EN ISO 8501-3)
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Constuction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
PLATE
1:5
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
25.03.2008
S POKELA
B16
Muutos / Rev.
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
B17
PL30X180
210
S355J2G3
1
8.4
0
210
Pituus
Length (mm)
155
Profiili
Profile
100
Osa
Part
B17
180
10
180
160
150
180
130
2*D22
10
50
30
20
210
155
100
0
0
0
210
30
210
Esikäsittelyaste:
Preparation grade:
P2 (SFS-EN ISO 8501-3)
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Constuction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
PLATE
1:3
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
25.03.2008
S POKELA
B17
Muutos / Rev.
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
P9
CFRHS120X120X10
40
S355J2H
10
1.3
Chamfer 10x10
120
P9
40
Esikäsittelyaste:
Preparation grade:
P2 (SFS-EN ISO 8501-3)
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Constuction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
BEAM
1:1
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
25.03.2008
S POKELA
P9
Muutos / Rev.
Workshop drawing guide 1.1
4.4. Installation part drawing
Installation parts are relatively small structures that are connected to assemblies
on-site in the installation stage. Installation parts can be either assemblies
consisting of just one part or the assemblies consisting of multiple installation
parts.
If installation part drawings present multiple parts, a separate drawing must be
prepared for each of these for their manufacture. Any surface treatment needed
must also be marked on the drawing because installation parts are only installed
on-site and, contrary to parts included in assemblies, they do not go through the
surface treatment process together with the assembly. Installation part IDs are
presented in the installation diagrams and detail drawings in the same way as
assembly IDs.
Installation part drawings are usually presented in A4-sized templates.
Copyright © 2008 Rautaruukki Oyj.
54/56
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 EP120/2
Värisävy:
RAL 7021
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
L110X110X10
130
S355J0
1
2.1
XX9
B7)
section 11.2
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
X2
2
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
110
130
90
40
0
130
XX9
2*D14
110
60
0
110
130
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Construction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
INSTALLATION PART
1:2
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
25.03.2008
S POKELA
X2
Muutos / Rev.
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 EP120/2
Värisävy:
RAL 7021
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
PL15X250
300
S355J2G3
1
8.8
XX5
B7)
section 11.2
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
X6
8
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
250
XX5
250
165
2*D18
85
300
50
0
0
15
300
300
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Construction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
INSTALLATION PART
1:5
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
25.03.2008
S POKELA
X6
Muutos / Rev.
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 EP120/2
Värisävy:
RAL 7021
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
XX6
PL15X100
150
S355J2G3
1
1.7
XX7
PL15X100
122
S355J2G3
1
0.8
PL20X300
300
S355J2G3
1
14.1
XX8
B7)
section 11.2
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
300
250
185
50
50
75
0
5
5
4*D22
XX8
60
100
125
115
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
0
X7
16
XX7
XX8
125
5
5
2*D14
50
175
XX6
50
Tunnus
Mark
93
15
93
Muutos
Revision
50
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Construction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
INSTALLATION PART
1:5
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
15.04.2008
S POKELA
X7
Muutos / Rev.
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
XX6
PL15X100
150
S355J2G3
1
1.7
15
Chamfer 7x7
100
0
60
100
100
150
110
XX6
150
2*D14
40
0
Esikäsittelyaste:
Preparation grade:
P2 (SFS-EN ISO 8501-3)
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Constuction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
INSTALLATION PART
1:2
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
15.04.2008
S POKELA
XX6
Muutos / Rev.
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
XX7
PL15X100
122
S355J2G3
1
0.8
10
141
10
129
100
XX7
122
15
122
Esikäsittelyaste:
Preparation grade:
P2 (SFS-EN ISO 8501-3)
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Constuction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
INSTALLATION PART
1:2
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
15.04.2008
S POKELA
XX7
Muutos / Rev.
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
XX8
PL20X300
300
S355J2G3
1
14.1
300
250
50
0
300
XX8
300
250
300
4*D22
50
0
20
300
Esikäsittelyaste:
Preparation grade:
P2 (SFS-EN ISO 8501-3)
Tunnus
Mark
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Constuction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
INSTALLATION PART
1:5
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
15.04.2008
S POKELA
XX8
Muutos / Rev.
Workshop drawing guide 1.1
5. EXCEPTIONAL CASES
5.1. Presenting the WQ beam’s bent raising brackets
In detailing the WQ beam’s raising brackets, the aim should always be to maintain
the raising bracket at an angle of 90 degrees. If this cannot be done for some
reason, the raising bracket must be presented according to the Q1 drawing. The
total length presented in a drawing stands for the width of the plate before
bending. This dimension is obtained by drawing a section of the structure with
AutoCAD.
5.2. Presenting a brace with a two-sided plate connection
Braces with a two-sided plate connection must be modelled and presented on a
drawing in accordance with the T1-B-104 drawing. The B11 end plate is first
welded to the B9 plates, after which the plates now attached are placed into the
notch of the profile and welded to the profile part. Braces modelled and presented
in this way are easier to manufacture at the workshop compared with welding the
end plate to the profile separately.
Copyright © 2008 Rautaruukki Oyj.
55/56
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
Q1
CFLY115X130X117X8
3000
S355MC
1
43.3
A
3000
115
Q1
A
3000
128
Q1
FLAT MEASURE = 230.11 mm
128
8
.55
83
115
R
113.72
8
112
117
Esikäsittelyaste:
Preparation grade:
A-A
1:3
Tunnus
Mark
P2 (SFS-EN ISO 8501-3)
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Constuction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
ANGLE IRON
1:3
1:5
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
18.02.2008
S POKELA
Q1
Muutos / Rev.
Tunnuslappu tähän päähän
Identification label at this end
7
200
62
15 27 15
62
7
200
62
7
15 27 15
62
7
200
B12
B12
3
200
3
3
3
B12
B12
Laadunvalvonta valmistussuunnitelman mukaan
Quality control according to quality plan
Esikäsittelyaste:
Preparation grade: P2 (SFS-EN ISO 8501-3)
Hitsausluokka:
C (SFS-EN ISO 5817)
Welding class:
Polttoleikkausluokka:
Thermal cutting class:442 (SFS-EN ISO 9013)
Pintakäsittely:
Surface treatment: FeSa 2,5 EP120/2
Värisävy:
RAL 7036
Colour:
Teräsrakenneluokka:
1 (RakMK
Structural class:
Valmistustoleranssit:
Fabrication tolerances: SFS 5867
- pituus toleranssi
- lenght tolerance
Esikorotus:
Pre-camber:
Hitsit, ellei toisin merkitty:
Welds, if not otherwise noted:
Osa
Part
Profiili
Profile
Pituus
Length (mm)
Materiaali
Material
Kpl
Pcs
kg/Kpl
kg/Pcs
B9
PL15X200
384
S355J2G3
4
9.0
B11
PL4X27
192
S355J2G3
2
0.1
B12
PL4X58
172
S355J2G3
4
0.3
BB3
CFRHS180X180X12.5
6000
S355J2H
1
362.9
B7)
section 11.2
PAINO YHTEENSÄ / TOTAL WEIGHT OF ASSEMBLY [kg]
B11
200
7
200
B11
7
200
T1-B-104
400
VALMISTETAAN / ASSEMBLIES TO BE MANUFACTURED [kpl/pcs] 1
6134
5800
6054
B-B
1:5
200
0
54
7
A-A
1:5
A
134
200
6000
7
B
3
3
50
50
80
B12 BS
50
80
B12 BS
50
BB3
3
3
B
A
DET 2
DET 1
27
62 57 62
B9
-0...+2
B9
62 57 62
-0...+2
27
6368
B9
B9
6268 ± 2mm
Tunnus
Mark
B11
B11
Muutos
Revision
Nimi
Name
Päiväys
Date
Rakennuskohteen nimi ja osoite / Construction site and address
Piirustuksen sisältö / Content of drawing
Mk / Scale
WORKSHOP DRAWING GUIDE
WIND BRACE
1:10
1:5
DETAIL 1
1:5
DETAIL 2
1:5
Rautaruukki Oyj Design Service
Karperövägen 148
FIN-65610 KORSHOLM
tel. +358 20 5930 111
fax. +358 20 5930 536
www.ruukki.com
Piirt. / Drawn
Suunn. / Designed
Suun.ala / Drawing type
Työ n:o / Project no.
T HANNUKSELA
T HANNUKSELA
K
N-9999
Päiväys / Date
Hyväksynyt / Approved
Piir. n:o / Drawing no.
10.03.2008
S POKELA
T1-B-104
Muutos / Rev.
Workshop drawing guide 1.1
6. INSPECTION OF DRAWINGS
All production drawings must be inspected, and any defects detected in the
inspection must be recorded in the inspection lists. A person responsible for
repairs must be designated. The project design engineer may designate a number
of people to do this work, but he or she is responsible for ensuring that the work
gets done. The inspection focuses on the correctness and flawlessness of
drawings, which also means that the drawing must be compared to the model
structure to ensure there are no parts missing from the drawing. The aim must be
that the detailer and the inspector are two different people so as to detect any
errors in the drawing to the largest extent possible.
A clearly intelligible list of the inspections must be maintained, indicating the
detailer, drawings inspected, the inspector, any errors and the person(s) designated
to rectify the errors. Proper recording of inspections helps to ensure that no
uninspected drawings are accidentally sent to the workshop. Inspection of
drawings is best performed shortly before their distribution. Too early inspections
are often a complete waste of effort since the drawings are highly likely to
undergo changes after such early inspections and must thus be inspected again.
Most of the drawings must also be inspected for possible minor differences in the
assemblies. Such minor differences may emerge as a result of carelessness in
modelling. Harmonising the structures to the largest extent possible makes it
possible to reduce the number of drawings, which will substantially facilitate the
workshop’s operation. Appropriate archiving of drawings notably facilitates the
management of problem situations when there is no confusion as to the correct
location of the drawings’ latest versions.
Copyright © 2008 Rautaruukki Oyj.
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