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Butt-Weld Fittings / Clamps - RO-FI Edelstahl

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STAINLESS STEEL<br />

<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong> / <strong>Clamps</strong><br />

TECHNICAL INFORMATION, APPLICATION AREAS<br />

MATERIALS, ORDER INFORMATION<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel<br />

Zuverlässigkeit<br />

durch Qualitätsmanagement<br />

Reliability<br />

by quality<br />

management<br />

Reliability by quality management - ISO 9001


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

<strong>Fittings</strong> for welding DIN 2609<br />

Technical delivery conditions<br />

The with a point • signed sections contain details of declarations,<br />

which have to be mentioned<br />

in order. The with two points •• signed sections contain details<br />

about declarations, which are additional to the order.<br />

1 application area<br />

This norm is used for delivery of fittings acc. to DIN 2605 part 1<br />

and part 2, DIN 2615 part 1 and part 2 (currently concepts), DIN<br />

2616 part 1 and part 2 and DIN 2617 of unalloyed and alloyed<br />

steel. If the fittings get appliance into the application area of<br />

the order for control requiring special constructions according<br />

to § 24 of the trading regulations (for example steam boiler<br />

edict, pressure tank edict), you have to keep in mind the relevant<br />

technical rules (for example technical rules for steam boiler and<br />

technical rules for pressure tank).<br />

The same applies for other application areas, which exist for<br />

further instructions.<br />

Comment: You have to keep in your mind that total demands and<br />

reaction of scale which to act up in table 2, can reduce or raise the<br />

temperature limits.<br />

The fittings will be used for welding.<br />

11.2007_1.000<br />

2 Order<br />

The selection of order details must be commit by purchaser.<br />

•In the order you have to act up beside the standard description<br />

of detail dimension standard always the quantity required<br />

(quantities), the kind of certification and maybe the question for<br />

additional technical rules.<br />

•• Furthermore you can arrange more particulars in the order<br />

which are according to the two points signed chapters.<br />

3 Materials<br />

The materials you have to choose from table 2.<br />

•• If fittings of other materials will be produced as in table 2<br />

denoted, is this norm apply accordingly.<br />

The possible form of manufacture of base material are in<br />

groups of materials combined.<br />

The detail groups of materials have the nickname of the characterise<br />

material and a code letter for designation.<br />

Standards committee pipes, pipe connections and pipe lines in<br />

DIN German institute for standardization registered society.<br />

www.rofi.de<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel<br />

4/1


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

<strong>Fittings</strong> for welding DIN 2609<br />

4 Requirements<br />

4.1 manufacturing process<br />

Being valid the manufacturing process according to table 1. The<br />

manufacturing process according to table 1 leave to the<br />

manufacturer. Purchaser has to be informed about it, on<br />

request.<br />

The manufacturing plant have to command by competent personal<br />

and adequate procedure, so that they can weld, deform<br />

and handle blameless to accomplish, supervising and check.<br />

•• If several manufacturing processes, form of base material<br />

and/or welding process get apart of, so it is necessary to agree.<br />

If it will be welded in production process of fittings, you have to<br />

comply the requirements to chapter 4.1.1 – 4.1.3, the principles<br />

and requirements of DIN 8563 part1 must be considered.<br />

4.1.1 You have to weld the fittings so that the weldseam is welded<br />

through and the fittings are according to the standard of<br />

this norm. The blameless accomplishment of welding is necessary<br />

to control.<br />

The fittings are effective for an internal pressure loading for a<br />

exploitation of the acceptable calculating range of 100%.<br />

•• The assessment group of the weld seam according to DIN<br />

8563 part 3 is to arrange especial between orderer and manufacturer.<br />

4.1.2 At Fusion-welded fittings the weldseam have to be welded<br />

of both sides as far as they are accessible from inside.<br />

A local correction of the weldseam is permitted. The orderer can<br />

ask for a throwaway evidence of the acceptability of the correction<br />

renovation according to article 4.1.3.<br />

The corrected parts have to undergone by a non-destructive<br />

test.<br />

4.1.3 •• Orderer can ask for a certificate about the discharge of<br />

the requirements according to article 4.1. The particulars about<br />

this certificate, especial about the test point, are arranging between<br />

the orderer and the manufacturer. This certificate are just<br />

considered for those steel grades, measure areas, welding processes<br />

and welding additions which get named to him.<br />

4.2 Condition of delivery<br />

4.2.1 Fabrication by cold forming<br />

By fittings which are made by cold forming you can abdicate the<br />

heat treating if the terms of the material characteristics according<br />

to the AD-leaflat HP 7/2 rather HP7/3 are discharged.<br />

•• If a heat treating is necessary, you have to deliver the fittings<br />

in the heat treatment according to table 3 as far as it is not<br />

denoted in the standards of the base material.<br />

4.2.2 Fabrication of hot forming<br />

You have to deliver the fittings in the heat treatment according to<br />

table 3 as far as in the standards of the base material nothing else<br />

is denoted. The account of a appropriated heat treatment in the<br />

group of materials A – H, L – S is fulfilled when material is in good<br />

order and condition and an adequate constancy by hot forming is<br />

secured. Considering to the same requirements by the group of<br />

materials J and K can comply an annealing instead of a complete<br />

recompense.<br />

11.2007_1.000<br />

Table 1. manufacturing process, allocated form of manufacture of base materials 1)<br />

manufacturing hot forming cold deformed to the manuf.<br />

process bended in the swake grinded, bended in the swake rolled 2) from solid<br />

compressed 2) forged and compressed 2) metal machin.<br />

machinabled<br />

arranged<br />

fitting arranged till DN 50<br />

bend 1, 2, 1, 2, 3, – 1, 2, 1, 2, 3, – –<br />

4, 5 4, 5 4, 5 4, 5<br />

T – 1, 2, 3, 4, 5 – 1, 2, 3, – –<br />

4, 5 4, 5<br />

reducer – 1, 2, 3, 4, 5 – 1, 2, 3, 1, 2, 3, 5<br />

4, 5 4, 5<br />

Cap – 1, 2, 3, 4, 5 – 1, 2, 3, 1, 2, 3, 5<br />

4, 5 4, 5<br />

1) Form of manufacture of base materials<br />

1 seamless tube<br />

2 welded tube (just tubes with a allowance calculation<br />

range of 100% in the weldseam)<br />

3 sheet<br />

4 forging<br />

5 bars<br />

2) At this manufacturing process can be welded too.<br />

4/2<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

<strong>Fittings</strong> for welding DIN 2609<br />

11.2007_1.000<br />

Table 2. base material, materials and form of manufacture<br />

group of materials base material material form of manufacture 1) base material application<br />

code- temperature *)<br />

letter nickname material Nr. 1 2 3 4 5 •C<br />

A St 37.0 St 37.0 1.0254 x DIN 1629 - 10 to 300<br />

St 37.0 1.0254 x DIN 1626<br />

RSt 37-2 1.0038 x x x DIN 17 100<br />

B St 44.0 St 44.0 1.0256 x DIN 1629 - 10 to 300<br />

St44.0 1.0256 x DIN 1626<br />

St 44-2 1.0044 x x x DIN 17 100<br />

C St 52.0 St 52.0 1.0421 x DIN 1629 - 10 to 300<br />

St 52.0 1.0421 x DIN 1626<br />

St 52-3 1.0570 x x x DIN 17 100<br />

D StE 290.7 StE 290.7 1.0484 x x DIN 17 172 - 10 to 50<br />

E StE 360.7 StE 360.7 1.0582 x x DIN 17 172 - 10 to 50<br />

F St 35.8 I St 35.8 I 1.0305 x DIN 17 175 - 10 to 420<br />

St 37.8 I 1.0315 x DIN 17 177<br />

H I 1.0345 x DIN 17 155<br />

H II 1.0425 x DIN 17 155<br />

C 22.8 1.0460 x x DIN 17 243<br />

G St 35.8 III St 35.8 III 1.0305 x DIN 17 175 - 10 to 420<br />

St 37.8 III 1.0315 x DIN 17 177<br />

H II 1.0425 x DIN 17 155<br />

C 22.8 1.0460 x x DIN 17 243<br />

H 15 Mo 3 15 Mo 3 1.5415 x DIN 17 175 - 10 to 530<br />

x DIN 17 177<br />

x DIN 17 155<br />

x x DIN 17 243<br />

J 13 CrMo 4 4 13 CrMo 44 1.7335 x DIN 17 175 - 10 to 570<br />

x DIN 17 155<br />

x x DIN 17 243<br />

K 10 CrMo 9 10 10 Cr Mo 9 10 1.7380 x DIN 17 175 - 10 to 600<br />

x DIN 17 155<br />

x x DIN 17 243<br />

L X 5 CrNi 18 11 X 5 CrNi 18 11 1.4301 x DIN 17 458 - 200 to 550 3)<br />

x DIN 17 457<br />

x x x DIN 17 440<br />

M X 2 CrNi 19 11 X 2 CrNi 19 11 1.4306 x DIN 17 458 - 200 5) to 550 3)<br />

x DIN 17 457<br />

x x x DIN 17 440<br />

N X 6 CrNiTi 18 10 X 6 CrNiTi 18 10 1.4541 x 2) DIN 17 458 - 200 5) to 550 3)<br />

x DIN 17 457<br />

x x x DIN 17 440<br />

O X 5 CrNiMo 17 12 2 X 5 CrNiMo 17 12 2 1.4401 x DIN 17 458 - 200 to 550 3)<br />

x DIN 17 457<br />

x x x DIN 17 440<br />

P X 2 CrNiMo 17 13 2 X 2 CrNiMo 17 13 2 1.4404 x DIN 17 458 - 200 to 550 3)<br />

x DIN 17 457<br />

x x x DIN 17 440<br />

Q X 6 CrNiMoTi 17 12 2 X 6 CrNiMoTi 17 12 2 1.4571 x 2) DIN 17 458 - 200 5) to 550 3)<br />

x DIN 17 457<br />

x x x DIN 17 440<br />

R WStE 355 WStE 355 1.0565 x DIN 17 179 - 20 to 400<br />

x DIN 17 178<br />

x x DIN 17 102<br />

x DIN 17 103<br />

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<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel<br />

4/3


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

<strong>Fittings</strong> for welding DIN 2609<br />

Table 2. base material, materials and form of manufacture<br />

group of materials base material material form of manufacture 1) base material application<br />

code- temperature *)<br />

letter nickname material Nr. 1 2 3 4 5 •C<br />

S TStE 355 TStE 355 1.0566 x DIN 17 179 - 60 to 50 4)<br />

x DIN 17 178<br />

x x DIN 17 102<br />

x DIN 17 103<br />

T TStE 285 TStE 285 1.0566 x DIN 17 179 - 60 to 50 4)<br />

x DIN 17 178<br />

x x DIN 17 102<br />

x DIN 17 103<br />

U 10 Ni 14 10 Ni 14 1.5637 x DIN 17 173 - 105 to 50 4)<br />

x DIN 17 174<br />

x x x DIN 17 280<br />

*) Named values are cut-off values. For dimensioning use the in<br />

the material norm stipulated values.<br />

1) See table 1<br />

2) The details about the acceptable utilisation factor in the<br />

dimension standard just apply at application of cold manufactured<br />

tubes. If you use hot manufactured tubes you have<br />

to arrange it between orderer and manufacturer, because of<br />

the low resistance data.<br />

3) Until a temperature to 300°C (material group L,O) rather<br />

350°C (material group M) rather 400°C (group of tools N, P,Q)<br />

the material has not change so much that it at the check<br />

according to DIN 50914 shows susceptibility against inter crystalline<br />

corrosion .<br />

4) The indicated values can be overtaken for a temporary operation<br />

because at a long term application and at higher temperature<br />

can advocate a curtailing robustness attitude at lower<br />

temperatures.<br />

5) At application temperatures lower than -200°C till -270°C<br />

check of impact work at -196°C with ISOV samples, min.<br />

account 40J for wall thickness > 10mm, at bar material and<br />

forge material of bore > 15 mm<br />

11.2007_1.000<br />

4/4<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

<strong>Fittings</strong> for welding DIN 2609<br />

11.2007_1.000<br />

Table 3. teat treating<br />

condition of delivery material group code<br />

normallized A to H N<br />

rather<br />

R to S<br />

transformed<br />

coated J, K, U V<br />

solution annealing L to Q L<br />

coated or normalized T V, N<br />

4.3 chemical composition<br />

At the chemical composition applies the, in the respective<br />

Norm<br />

of base material, denoted bounds for the ordered material.<br />

•• The product analysis which will be arranged at base material<br />

or at the fitting, can be agreed.<br />

4.4 mechanical properties<br />

The mechanical properties have to comply to the given values<br />

which are denoted in the appropriated norms of the base<br />

material (table 2). For the notched impact strength into the<br />

weld deposit applies the values of the base material across to<br />

the direction of rolling.<br />

4.5 weld ability<br />

Concerning to the weld ability you have to consider the details<br />

according to the norms of the base material (table 2).<br />

4.6 surface finish<br />

4.6.1 The fittings have to comply, to the way of manufacture, a<br />

smooth external and internal surface.<br />

4.6.2 Irregularities on the surface, conditional to the way of<br />

manufacture, like signs of indentations and elevations or flat<br />

grooves are marginal acceptable as far as the residual wall thickness<br />

complies to the requirements.<br />

4.6.3 The correct removal of surface defects with low-deepness<br />

is according to the application of suitable means acceptable as<br />

far as the residual wall thickness complies to the requirements.<br />

<strong>Weld</strong>ed corrections are just with the acceptance of the orderer<br />

acceptable.<br />

4.6.4 •• If you have special requirements concerning to the<br />

surface treatment, so you have to arrange it separately.<br />

4.7 measurement and measurement tolerances<br />

4.7.1 measurement<br />

For the measurement applies the details in the norms of measurement.<br />

4.7.2 measurement tolerances<br />

4.7.2.1 For the tolerances of construction dimensions and of the<br />

wall thickness under-usage applies the details in the norms of<br />

measurement.<br />

4.7.2.2 For the limiting sizes of external diameter at the pipe<br />

connection (at the weld seam) applies table 4 (of DIN<br />

1629/10.84, table 6).<br />

The upper limiting size of the wall thickness at the pipe connection<br />

(s, s1, s2) amounts to 15% of the nominal wall thickness for<br />

all nominal bores.<br />

4.7.2.3 For the safeguarding of throttling, the inner diameter will<br />

be restricted to the connecting tube. (comprised also the upper<br />

limiting sizes of wall thickness s3, s4, si and sa).<br />

The theoretic inner diameter of the tube will be calculated as the<br />

following.<br />

Theoretic inner diameter = da-2 ? nominal wall thickness (connection<br />

of wall thickness) [nominal bore diameter]<br />

4.7.2.4 For the circularity tolerance applies:<br />

a) on weld-end (weld-ends) of the fitting the table 4 (acc.<br />

DIN1626/10.84, table 6)<br />

b) for elbow according to the elbow length a difference of 4%.<br />

The balance R of the circularity will be calculate as follows:<br />

R = 200 • d a max --d a min<br />

in %<br />

d a max + d a min<br />

following is da maximal the biggest measured external diameter,<br />

da minimal the smallest measured external diameter (measured<br />

in the cross-section).<br />

4.7.2.5 For the meanderings of the fitting-geometry applies<br />

table 5 and the pictures 1-7. You have to measure at the orthographicaly<br />

together standing surfaces. The allowance Q may not<br />

exceed in any place at amount. It needs to keep all measurements<br />

of the fitting. At the inspection of the measurement Q<br />

you have to look for that the construction dimensions in the<br />

tolerances of the dimension standard will be complied. The<br />

Index at the dimensional letters Q in the pictures act up to the<br />

absolute measurement of the dimension standard after which<br />

you have to calculate the value Q.<br />

www.rofi.de<br />

Table 4. limiting sizes of external diameter and circularity tolerance<br />

external diameter limiting sizes of external diameter circularity tolerance<br />

d a<br />

•• at special<br />

mm<br />

decleration<br />

±1%d a<br />

inside by legal<br />

≤ 100 (±0,5 mm ±0,4 mm aperture<br />

allowed)<br />

allowance<br />

100 > d a ≤ 200 ±1%d a ±0,5%d a<br />

> 200 ±1%d a ±0,6%d a 2%<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel<br />

4/5


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

<strong>Fittings</strong> for welding DIN 2609<br />

Q da<br />

Q d a<br />

d<br />

b<br />

Q a<br />

2<br />

b<br />

2<br />

Q d a<br />

b<br />

2b<br />

picture 1 picture 2 picture 3<br />

Q d1<br />

t 1<br />

Q d 1<br />

b<br />

t 2<br />

d<br />

d 3 -<br />

1<br />

d 3<br />

d 3<br />

Q d 1<br />

l<br />

Q d 2<br />

Q d 1<br />

l<br />

Q d 2<br />

U 1<br />

U 2<br />

Q d1<br />

Q d1<br />

Q d1<br />

a a<br />

picture 4 picture 5 picture 6 picture 7<br />

dimensions e a, b, d a , d 1 , d 2 , l, t 1 , t 2 , u 1 und u 2 see norms of measurement<br />

Table 5. allowance Q<br />

•• standard design<br />

at special<br />

decleration<br />

4.7.3 wave formation at elbows<br />

Flat waves as in picture 8 are acceptable. The medium wave<br />

height hm may not exceed 3% of da1.<br />

h m = d a 2 + d a 4 – d a 3 (2)<br />

2<br />

where<br />

L ≥ 15 • h m (3)<br />

d a 1<br />

d a 2<br />

d a 3<br />

allowance Q<br />

1 % of basic dimension<br />

(1 mm allowed)<br />

0,5 % of basic dimension<br />

(0,5 mm allowed)<br />

L<br />

d a 4<br />

4.7.4 Accomplishment of the weldends<br />

Rule model of the edge form: ordered wall thickness of the weldends.<br />

till 3 mm face form DIN 2559–1<br />

above 3 mm till 16 mm face form DIN 2559–22<br />

above 16 mm face form DIN 2559–3<br />

•• Other face forms needs to be agreed.<br />

5 Checking and certification about<br />

material control<br />

5.1 Generel<br />

The fittings according to this norm can be delivered with one<br />

of the following certification about material control DIN EN<br />

10204.<br />

– Certification DIN 102 04 – 2.2<br />

– Certification DIN 102 04 – 3.1 A<br />

– Certification DIN 102 04 – 3.1 B<br />

– Certification DIN 102 04 – 3.1 C<br />

• The kind of the desired certification has to act up with the<br />

order.<br />

5.2 Location of checking<br />

The particles will be tested in the manufacturing plant. 5.3<br />

scope of inspection<br />

5.3 Scope of inspection<br />

5.3.1 At the certificate according to DIN EN10204, the values for<br />

the yield point, tensile strength and breaking elongation as far<br />

as the case may be the completion of the in chapter 5.4.3<br />

named requirements at the technological bending test due to<br />

the up on to the internal checking will be confirmed.<br />

The nominal width of the certified fittings have to comply to<br />

the presentable production program.<br />

11.2007_1.000<br />

4/6<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

<strong>Fittings</strong> for welding DIN 2609<br />

11.2007_1.000<br />

5.3.2 <strong>Fittings</strong> which are delivered with the certificate according<br />

to DIN 50049, will be tested in batches. An overview about the<br />

scope of inspection contains table 6.<br />

For the check, the fittings must be arranged according to material<br />

and measurement, at da > 100 mm of alloyed steels, and<br />

the same heat number in dependence of the external diameter<br />

da 1) in batches of the following quantities:<br />

d a < 100 mm . . . . . . . . . .500 pieces<br />

100 mm ≤ d a < 350 mm . . . . . . . . . .200 pieces<br />

d a > 350 mm . . . . . . . . . .100 pieces<br />

for elbows according to DIN 2605 part 1 and part 2 construction<br />

10 and 20 the maximal quantity per batch will be mottled.<br />

Remaining quantity up to 50% of the batch-size can share out<br />

equable of the detail batches. Quantities and remaining quantity<br />

over 50%, also delivery quantity of less than 50% of the<br />

batch-sizes, considered as one closed batch.<br />

For materials, which will undergo a heat treatment, the batch is<br />

bound to one heat treatment but for fittings with the same<br />

heat no. of unalloyed steel, which are apart got the same heat<br />

treatment can be checked together if the constancy of the components<br />

at a hardness test of 10% but minimal at 3 fittings,<br />

(according to the in the order specified certificate) are detected<br />

to the expert. The precondition of more evenly heat treatment<br />

deemed as fulfilled when the difference between the highest<br />

and the lowest measured hardness have not more than 30 HB<br />

5.3.3 For the accomplishment of the assay, for the class of material<br />

A-G and R-T at a test piece, for the class of material H-Q and<br />

U at two test pieces, you have to take one assay per batch after<br />

the last heat treatment. The checkout can result at the fittings<br />

themselves, at an overlength or at a trial example. Per measurement<br />

and material - for alloyed materials with da> 100 mm<br />

with the same<br />

melt also – at a closed delivery quantity will be tested maximal<br />

4 batches.<br />

5.3.4 At delivery quantities unto 10 of the same fittings, you<br />

have to take a test piece.<br />

5.3.5 At the test pieces will arrange the following assays will bes<br />

tested:<br />

– pull-out test at a room temperature for da> 100 mm.<br />

For fittings with da < 100 mm instead of the pull-out test a<br />

hardness test will be done at 10% of the pieces but at a minimum<br />

of 3 pieces.<br />

With the second batch of a closed delivery the scope of inspection<br />

for a hardness test can be mottled when the calculated values<br />

of the hardness are in the defined closeness<br />

range(reassessment according to Din 50150).<br />

– At fittings which are made by welding with da > 200 mm<br />

additional to a pull-out test across to the weld seam.<br />

– The impact bending test 2) accordant to the values in the<br />

norms of the base materials<br />

– Additional impact bending test in the middle of the weld<br />

seam at by welding manufactured fittings 2)<br />

at the class of material D, E, T and U for da > 200 mm and the<br />

nominal wall thickness > 5 mm,<br />

at class of material F – K for da >= 100 mm and a nominal wall<br />

thickness > 5 mm if a sampling of a non directional assay with a<br />

width of minimal 5 mm is possible.<br />

In class of materials R and S for da > 200 mm and a nominal<br />

wall thickness > 10 mm.<br />

In Class of materials L – Q for da >= 100 mm and a nominal wall<br />

thickness > 12 mm.<br />

– technological bending test at, by welding manufactured fittings.<br />

5.3.6 • • You have to agree in addition at the order:<br />

– The re examination of the chemical composite (product analysis).<br />

It will, per melting, be done at a test piece or at the base<br />

material.<br />

– Hot tensile test for da >= 100 mm, 1 test per batch. The test<br />

temperatures have to be arrange before 3).<br />

– Test of inter-crystalline corrosion . This test can only be done<br />

for the class of materials L – Q.<br />

5.3.7 Beyond that:<br />

– all fittings of alloyesteel have to undergo a test to exclude<br />

any chance of a material confusion<br />

– all fittings have to be controlled upon the look of the surface,<br />

internal and external<br />

– all fittings have to be confirmed in the compliance of the<br />

dimensions and tolerances of dimensions<br />

– all, by welding manufactured fittings, have to be controlled<br />

the weld-seam of a examination assay of steel-iron-test sheet<br />

1916.<br />

5.3.8 At the base material carried out ultrasonic and radiographic<br />

tests, for the raw material and the weld seam, don´t have<br />

to repeated at the fitting.<br />

5.3.9 •• An examination of the fittings can be agreed, but keep<br />

in mind that the fitting dimensions and the fitting forms can<br />

affect the test results.<br />

5.3.10 For the chemical analysis the manufacturer has to attest<br />

the correctness of the base material, the cast analysis per melt<br />

or casting device according to the in the base material defined<br />

values and variations.<br />

This attests can be take over for the certificate of the fittings<br />

1) look to table 6, gloss 7<br />

2) look to table 6, gloss 1<br />

3) look to table 6, gloss 2<br />

www.rofi.de<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel<br />

4/7


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

<strong>Fittings</strong> for welding DIN 2609<br />

5.4 Sampling and sample preparation<br />

5.4.1 pull-out test<br />

For the pull-out test the fitting will undergo a tensile strength test<br />

lengthwise according to DIN 50125. The assay will not be heat treated<br />

and internally of the gauge length not adjusted.<br />

At fittings with a external diameter of da > 200 mm can – if the test<br />

pieces allow it without being adjusted- treated round- or flat specimen(look<br />

to DIN 50125), be removed as transverse test specimen.<br />

5.4.2 Beam impact test<br />

For the beam impact test at the fitting you take per fitting 1 set ISO-<br />

V-samples, in being of 2 specimen as transverse test specimen (if for<br />

the class of material F – K in the norms for the base material, according<br />

to table 2, not act up another specimen shape) when the fittings<br />

allow it without adjusting, otherwise you have to take longitudinal<br />

test specimen.<br />

For the beam impact test in the middle of the weldseam, you have<br />

to take from the fitting 1 set ISO-V-samples, across the weld seam,<br />

consisting of 3 specimen.<br />

You have to take the assays in a way that the notch axis lies vertically<br />

to the fitting surface and at the, in the weld seam to taking assays in<br />

the middle of the weld seam.<br />

5.4.3 Technological bending test<br />

For the technological bending test, for welded fittings produced<br />

from sheet, you take per batch 2 test fittings across to weldseam,<br />

with the weldseam in the middle. Here you have to consider the<br />

details accordimg DIN 50120 part 1.<br />

5.4.4 Chemical composition<br />

If the chemical composition as product analysis was not tested at<br />

base material, after the agreement of the norms of the base material,<br />

you have to take an assay at a test piece of the fitting according<br />

to the steel test specification 1805.<br />

5.5 Accomplishment of the assay<br />

5.5.1 The pull-out test at the fitting is to be arranged at the fitting<br />

according to DIN 50145. The pull-out test across the weldseam is<br />

arranged with assays according to DIN 50120 part 1/09.75, picture 1<br />

and DIN 50120 part 2/08.78, picture 2. If the certificate was agreed<br />

at 0,2%- 0,1%- of the creep limit with higher temperatures, it´s<br />

ascertain according to DIN 50145.<br />

5.5.2 The beam impact test is to be arranged according to DIN 50115,<br />

each at the for the concerning materials named lowest temperatures<br />

of norms from base material.<br />

5.5.3 The technological bending test, at by welding manufactured<br />

fittings, is to be arrange according to DIN 50121 part 1. An Assay is to<br />

be tested at the outside of the fitting and the other at the inside of<br />

the fitting in the tensile zone.<br />

5.5.4 The hardness test is to be arrange according to DIN 50351 once<br />

per each fitting.<br />

5.5.5 The examination of the weldseam is to be arrange according<br />

to the steel test specification 1916.<br />

For the non-destructive test of the fittings, consider the agreement<br />

of the steel test specification 1915 and/or 1918 and/or 1919.<br />

•• The inspection conditions of surface crack test according to the<br />

magnetic powder test or the test method of colour introducing<br />

have to be agreed.<br />

5.5.6 The look of the fittings is to be tested by an inspection with normal<br />

visual acuity and with adapted illumination.<br />

5.5.7 The dimensions of the fittings have to be tested with an adapted<br />

measuring instrument.<br />

5.6 Re-qualification<br />

For re-qualification consider DIN 17010.<br />

5.7 Certificate about material control<br />

5.7.1 For fittings without inspection a certificate will be exposed<br />

according to DIN 50049 – 2.2.<br />

5.7.2 4.1.1 For fittings with inspection will be exposed, depending on<br />

the agreement at the order (chapter 5.1) a certificate according to<br />

DIN EN 10204 3.1 or 3.2. The form and area of the assay, the competence<br />

for the accomplishment of the assays and the form the of the<br />

assay have to be considered, certificates are named in table 6.<br />

5.7.3 The identification according to chapter 6 must be obvious on<br />

certificate. To find the affiliation of the test result to the different<br />

deliveries and test units, all features of the certificates must be<br />

obvious.<br />

•• Details in the certificates about the manufacturing process and<br />

the heat treatment, at welded fittings additionally about the welding<br />

process and welding consumable have to be arranged separately.<br />

6 Marking<br />

The fittings have to be marked everlasting and clearly as the following:<br />

– sign of manufacturer<br />

– letter of the class of material and material short-name or number<br />

of base material (the details of the base material can drop<br />

to fittings with =


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

<strong>Fittings</strong> for welding DIN 2609<br />

11.2007_1.000<br />

Table 6. Schema about the scope of inspection and certificate about admeasurement assay at tittings with certificate.<br />

assay scope of inxpection for the proper form of<br />

accomplishment<br />

certificate about<br />

Nr Art chapter the assays material control<br />

1 cast analysis 4.3 per melt or casting device manufacture of DIN 10 204 – 2.2 4)<br />

the base material<br />

2 pull-out test at 5.3.5 per batch at two test pieces for the class of materials H – Q and U, at one by appointment DIN 10 204 – 3.1 A or<br />

room temperature test piece for class of materials A – G and R – T and at delivery quantity DIN 10 204 – 3.1 B or<br />

100mm.maximal 4 batches per delivery DIN 10 204 – 3.1 C<br />

quantity will be checked. At, by welding manufactured fittings, with da<br />

>200 additionally one assay across the weld seam.<br />

3 impact test 1) 5.3.5 per batch according to 2 of these table, 1 set >=3 single tests, according by appointment DIN 10 204 – 3.1 A or<br />

to the details in the norms of the base material for da>=100 mm.<br />

DIN 10 204 – 3.1 B or<br />

Additionally at by welding manufactured fittings 1 set = 3 single tests in<br />

DIN 10 204 – 3.1 C<br />

the middle of the weld seam.<br />

in class of material D,E,E,U from da> 200mm and wall thickness >=5mm<br />

in class of material F – K from da> 100mm and wall thickness >=5mm<br />

when the extraction of a omnidirectional assay with minimal 5 mm<br />

breadth is possible<br />

in class of material R,S from da> 200mm and wall thickness >=10mm<br />

in class of material L - Q from da> 100mm and wall thickness >=12mm<br />

4 technological 5.3.5 per batch at one test set by appointment DIN 10 204 – 3.1 A oder<br />

beam impact test 3)<br />

DIN 10 204 – 3.1 B oder<br />

DIN 10 204 – 3.1 C<br />

5 hot tensile 5.3.6 1 test pe-batch for d a ≥ 100 mm by appointment DIN 10 204 – 3.1 A oder<br />

test 5),2)<br />

DIN 10 204 – 3.1 B oder<br />

DIN 10 204 – 3.1 C<br />

6 examination 5.3.7 all fittings manufacturer DIN 10 204 – 3.1 B<br />

of the<br />

weld beam 3)<br />

7 spectro-chemical 5.3.7 all fittings of alloyed materials manufacturer DIN 10 204 – 2.1 4)<br />

analyis<br />

8 inspection 5.3.7 all fittings by appointment DIN 10 204 – 3.1 A oder<br />

DIN 10 204 – 3.1 B oder<br />

DIN 10 204 – 3.1 C<br />

9 dimensional 5.3.7 all fittings by appointment DIN 10 204 – 3.1 A oder<br />

check<br />

DIN 10 204 – 3.1 B oder<br />

DIN 10 204 – 3.1 C<br />

10 product analysis 5) 5.3.6 1 productanalysis per melting Manufacturer of the DIN 10 204 – 3.1 B<br />

material or<br />

the fittings<br />

11 examination 5.3.9 per melt by agreement manufacturer DIN 10 204 – 3.1 B<br />

of the base<br />

material 5)<br />

www.rofi.de<br />

12 assay of 5.3.6 according to agreement manufacturer DIN 10 204 – 3.1 B<br />

intercrystaline<br />

5), 6)<br />

corrosion<br />

13 hardness test 5.3.5 just at da


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

<strong>Fittings</strong> for welding DIN 2609<br />

Cited norms and other documents<br />

DIN 1626 <strong>Weld</strong>ed circularly tubes of unalloyed steels for special<br />

requirements; technical conditions of delivery<br />

DIN 1629 Seamless circularly tubes of unalloyed steels for<br />

special requirements; technical conditions of<br />

delivery<br />

DIN 2559 part 1 Preparation of the weld seam, guidelines for face<br />

form, melt welding of scarf joints at steel tubes<br />

DIN 2605 part 1 <strong>Fittings</strong> for welding, Elbows, reduced utilisation<br />

DIN 2605 part 2 <strong>Fittings</strong> tor welding, Elbows, full utilisation<br />

DIN 2615 part 1 <strong>Fittings</strong> for welding, Tees, reduced utalisation<br />

DIN 2615 part 2 <strong>Fittings</strong> tor welding, Tees, full utilisation<br />

DIN 2616 part 1 <strong>Fittings</strong> for welding, Reducer, reduced utilisation<br />

DIN 2616 part 2 <strong>Fittings</strong> for welding, Reducer, full utilisation<br />

DIN 2617 <strong>Fittings</strong> for welding, caps<br />

DIN 8563 part 1 Safeguarding of quality from welding, general<br />

fundamentals<br />

DIN 8563 part 2 Safeguarding of quality from welding, requirements<br />

of the company<br />

DIN 8563 part 3 Safeguarding of quality from welding, fusion<br />

welded joint at steel (unless steel welding), requirements,<br />

assessment group<br />

DIN 17010 General technical conditions of delivery for steel and<br />

steel products<br />

DIN 17100 General steel, quality standard<br />

DIN 17102 Fine grained steel which is able to weld, normalized,<br />

technical conditions of delivery for sheet, band steel,<br />

wide flat steel, sections and bars<br />

DIN 17103 Forgings of fine grained steel which is able to weld,<br />

technical conditions of delivery<br />

DIN 17155 Sheets and bands of heat resisting steels, technical<br />

conditions of delivery<br />

DIN 17172 Steel tubes for pipelines for flammable fluid and<br />

gases, technical conditions of delivery<br />

DIN 17173 Seamless circularly tubes of low-temperature steels,<br />

technical conditions of delivery<br />

DIN 17174 Seamless circularly tubes of heat resisting steels,<br />

technical conditions of delivery<br />

DIN 17175 Seamless tubes of heat resisting steels, technical<br />

conditions of delivery<br />

DIN 17177 Electrical pressure-welded tubes of heat resisting<br />

steels, technical conditions of delivery<br />

DIN 17178 <strong>Weld</strong>ed circularity tubes of fine grained steels for<br />

special requirements, technical conditions of delivery<br />

DIN 17179 Seamless circularity circularity tubes of fine grained<br />

steels for special requirements, technical conditions<br />

of delivery<br />

DIN 17243 Forgings and rolled and forged bars of heat resisting<br />

steels which is able to weld, technical conditions of<br />

delivery<br />

DIN 17280 Low-temperature steels, technical conditions of<br />

delivery for sheets, band steel, wide flat steel,<br />

sections, bars and forgings<br />

DIN 17440 Non-rusting steels, technical conditions of delivery<br />

for sheets, hot rolled strip, wire rod, drawn wire, bars,<br />

forgings and half finished products<br />

DIN 17457 <strong>Weld</strong>ed circularly tubes of austenitic stainless steels<br />

for special requirements, technical conditions of<br />

delivery<br />

DIN 17458 Seamless circularly tubes of austenitic stainless<br />

steel steels for special requirements, technical<br />

conditions of delivery<br />

DIN 10204 Certificate of material control<br />

DIN 50115 Assay of metallic materials, beam impact test<br />

DIN 50120 part 1 Assay of steel, pull-out test at welded connections,<br />

melt welded butt joints<br />

DIN 50120 part 2 Assay of steel, pull-out test at welded connections,<br />

pressure welded butt joints<br />

DIN 501121 part1 Assay of metallic materials, technical pull-out test at<br />

welded connections and welded plating, melt<br />

welded connections<br />

DIN 50125 Assay of metallic materials, tensile specimen<br />

DIN 50145 Assay of metallic materials, pull-out test<br />

DIN50150 Assay of steels and cast steel, table of reassessment<br />

for Vickers hardness, Brinell hardness, Rockwell<br />

hardness and tensile strength<br />

DIN 50351 Assay of metallic materials, hardness test according<br />

Brinell<br />

DIN 50914 Assay of non-rusting steels of consistency forward<br />

inter-crystalline corrosion, copper sulphatesulphuric<br />

mode, Strauß-test<br />

AD-data sheat HP7/2 *) heat treatment, ferritic steels<br />

AD-Merkblatt HP7/3 *) heat treatment, austenitic steels<br />

Steel test specification 1805 **) sampling and sample preparation for<br />

product analysis of steels<br />

Steel test specification 1915 **) ultrasonic test of longitudinal imperfection<br />

of tubes at heat resisting steels<br />

Steel test specification 1916 **) non-destructive test of melt welded<br />

pipelines for flammable fluids and gases<br />

Steel test specification 1918 **) ultrasonic test of transverse defect of<br />

tubes of heat resisting steels<br />

Steel test specification 1919 **) ultrasonic test of lamination at tubes<br />

of heat resisting steels<br />

Technical rules pressure tank (TRB) *)<br />

Technical rules for steam boiler (TRD) *)<br />

Establishment about pressure tank, compressed gas container and<br />

charging annex<br />

(Pressure tank establishment and general administrative instructions*)<br />

Establishment about steam boiler constructions (steam boiler establishment<br />

) and general administrative instructions *)<br />

International patent classification<br />

B 23 K<br />

F 16 L 43/00 F<br />

16 S 1/00<br />

*) To referring by: Beuth Verlag GmbH/ Berlin<br />

**) To referring by: Verlag Stahleisen mbH/Düsseldorf<br />

11.2007_1.000<br />

4/10<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

Caps DIN 2617<br />

measures in mm<br />

1 Coverage<br />

This norm consider for caps of steel which resist to the<br />

same internal pressure like the welded tube with a wall<br />

thickness s1 according to table 1 (see chapter 5 – basics of<br />

the calculation). The caps will be used as fittings to weld in.<br />

2 Type of design, description<br />

curved part<br />

cylindrical arrection<br />

11.2007_1.000<br />

Denotation of a cap according to this norm of a external<br />

diameter da = 88,9 mm and a wall thickness s1 = 2,3 mm,<br />

at a material of the material group C according to DIN<br />

2609:<br />

Cap DIN 2617 – 88,9 x 2,3 – C<br />

4/30<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

Caps DIN 2617<br />

11.2007_1.000<br />

3 dimensions Table 1.<br />

nom.- external wall thickness s 1, s 2 height limited wall<br />

width diameter line h thickness<br />

DN d a 1 2 3 4 5 s 1 ≤ limited s 1 > limited for height<br />

1)<br />

s 1<br />

2)<br />

s 2<br />

1)<br />

s 1<br />

1)<br />

s 1<br />

1)<br />

s 1<br />

1)<br />

s 1 wall thickn. wall thickn. h<br />

15 21,3 1,6 – – 2,0 3,2 4,0 25 25 –<br />

20 26,9 1,6 – – 2,3 3,2 4,0 25 25 –<br />

25 33,7 2,0 – – 2,6 3,2 4,0 38 38 –<br />

32 42,4 2,0 – – 2,6 3,6 4,0 38 38 –<br />

40 48,3 2,0 – – 2,6 4,0 5,0 38 38 –<br />

50 60,3 2,0 – – 2,9 4,5 5,6 38 38 –<br />

65 76,1 2,3 – – 2,9 5,0 7,1 38 38 –<br />

80 88,9 2,3 – – 3,2 5,6 8,0 51 51 –<br />

100 114,3 2,6 – – 3,6 6,3 8,8 64 64 –<br />

125 139,7 2,6 – – 4,0 6,3 10,0 76 76 –<br />

150 168,3 2,6 – 4,0 4,5 7,1 11,0 89 89 –<br />

200 219,1 2,9 – 4,5 6,3 8,0 12,5 102 102 –<br />

250 273,0 2,9 – 5,0 6,3 8,8 14,2 127 127 –<br />

300 323,9 2,9 3,0 5,6 7,1 10,0 16,0 152 152 –<br />

350 355,6 3,2 3,3 5,6 8,0 11,0 17,5 165 165 –<br />

400 406,4 3,2 3,4 6,3 8,8 12,5 20,0 178 178 –<br />

450 457,0 4,0 4,1 6,3 10,0 14,2 22,2 203 203 –<br />

500 508,0 4,0 4,2 6,3 11,0 16,0 25,0 229 229 –<br />

600 610,0 5,0 5,1 6,3 12,5 17,5 30,0 267 267 –<br />

700 711,0 5,0 5,3 7,1 12,5 20,0 32,0 267 290 25,0<br />

800 813,0 5,6 5,9 8,0 12,5 22,5 36,0 267 330 17,5<br />

900 914,0 6,3 6,7 10,0 12,5 25,0 40,0 267 370 10,0<br />

1000 1016,0 6,3 7,0 10,0 12,5 28,0 45,0 305 420 14,2<br />

1200 1220,0 6,3 7,2 12,5 – – – 343 360 10,0<br />

A line in the column s1 means that this wall thickness is not<br />

normed.<br />

1) s 2 ≥ s 1 (see gloss 2)<br />

2) In rank 1 of the wall thickness the nominal width DN 300 till<br />

DN 1200 the wall thickness s2 have to comply minimal at<br />

the in the column s2 named values.<br />

4 Acceptable dimension variations<br />

Table 2. lower limiting-sizes of the wall thickness<br />

(upper limiting-size see DIN 2609)<br />

nominal width wall thickness lower<br />

DN<br />

limiting-size<br />

≤ 600 all -12,5 %<br />

> 600 ≤ 10,0 -0,35 mm<br />

> 10,0 -0,50 mm<br />

5 Backgrounds of the calculation<br />

The wall thickness s2 is according to AD-leaflet B3 so calculated<br />

that the caps resist to the same internal pressure like<br />

the to welding tube with a wall thickness s1 according to<br />

table 1. The headroom h contains a cylindrical accretion of<br />

minimal 3 x s1. The calculation results towards the internal<br />

pressure with following assumptions:<br />

- lower limiting-size for tubes and caps according to table 2<br />

- same material<br />

- same longitudinal seam welding factor<br />

- same external diameter<br />

- without corrosion allowance<br />

- Utilisation of the tube = 100%<br />

www.rofi.de<br />

Table 3. limiting-sizes of the dimensions l 1<br />

nominal width<br />

limiting-size<br />

DN<br />

h<br />

15 to 100 ± 4<br />

125 to 600 ± 7<br />

700 to 1000 ± 10<br />

6 Differing wall thickness<br />

Caps with a wall thickness which are between the wall<br />

thickness of table 1 can also be order to the agreement of<br />

this norm.<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel<br />

4/31


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

Curved heads DIN 28011/cap form<br />

measure in mm<br />

1 Coverage<br />

This norm is to use for curved heads in cap form (bumped<br />

boiler heads) with following connections:<br />

r 1 =d a r 2 =0,1d a h 1 ≥ 3,5 s 1) h 2 =0,1935d a -0,455s<br />

This norm consider for one piece heads with and without<br />

weld seam with a external diameter da=>4000 mm and<br />

a wall thickness s =< 50 mm.<br />

#For heads in larger dimensional range consider analogously<br />

the Scope of this norm, at which the tolerance -<br />

especially at heads of sections- have to arrange extra.<br />

Curved heads, elliptical head see DIN 28013.<br />

The calculation of the necessary wall thickness results for<br />

example:<br />

- for pressure tanks according to the technical rules of<br />

pressure tanks (TRB, AD-leaflets)<br />

- for steam boilers according to the technical rules of<br />

steam boilers (TRD)<br />

2 Type of design, description<br />

2.1 Geometrical connections<br />

11.2007_1.000<br />

curved part<br />

picture 1<br />

s = wall thickness, see Section 3.4.5<br />

Capacity of the curved part (without boarding height h1) V ≈ 0,1 (d a - 2s) 3<br />

2<br />

External surface of the curved part (without boarding height h1) A a ≈ 0,99 • d a<br />

Internal surface of the curved part (without boarding height h1) A i ≈ 0,99 • (d a - 2s) 2<br />

Reference line will be measured out of the finished kerb with h1 according to table 1<br />

At the order the designation of the reference line can be arrange.<br />

4/32<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

Curved heads DIN 28011/cap form<br />

Table 1.<br />

wall thickness<br />

height<br />

weight<br />

11.2007_1.000<br />

www.rofi.de<br />

• external diameter of the tube of the line 1 according to DIN 2448<br />

1) The height of the cylindrical collar at caps averages h1= 4000 mm the values have<br />

to calculate according to chapter 1 and 2<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel<br />

4/33


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

Curved heads DIN 28011/cap form<br />

2.2 Angles<br />

form R form I form VA form VI form DV<br />

(as yet IR) (as yet IP) (as yet XS)<br />

I-seam V-seam V-seam DV-seam<br />

raw plan outside inside (symmetrical)<br />

form 2/3 DV form YA form YI form DY form U<br />

(as yet XA) (as yet YD) (as yet US)<br />

2/3-DV-seam Y-seam Y-seam double Y-seam U-seam<br />

(asymmetrical) outside inside (bevel) bell seam<br />

form DU form BI form BA<br />

(as yet ID) refilling refilling<br />

double-U-seam inside outside<br />

11.2007_1.000<br />

picture 2<br />

Processing of the angles mechanical or by flame cut. The dimensions<br />

c, f and x have to arrange at the order, also the angle and<br />

radii as far as they don´t comply to picture 2. Other preparation<br />

for the weldseam have to arrange with outlines at the order.<br />

2.3 Description<br />

Description of a cap with a external diameter da= 600 mm and<br />

wall thickness s= 20 mm with a angle form VA of steel HII according<br />

to DIN 17155:<br />

head DIN 28011 – 600 x 20 – VA – HII<br />

Description of a cap with a external diameter da= 600 mm and<br />

a minimal wall thickness smin= 19,5 mm with the angle form<br />

VA and BI with x = 15 mm of the steel breed HII according to<br />

DIN 17155:<br />

head DIN 28011 – 600 x 219,5 MIN – VA BI – 15 HII<br />

3 Technical conditions of delivery<br />

3.1 material<br />

As material can be arrange:<br />

- hot-rolled products of unalloyed steels according to DIN EN<br />

10025<br />

- heat resisting steels according to DIN 17155<br />

- non-rusting steels according to DIN 17440 or to the steel<br />

test specification 400<br />

- fine grain steel which is able to weld according to DIN 17102<br />

- low-temperature stells<br />

- plated steels according to the DIN norms,<br />

- high heat resisting and AD-leaflet, VdTÜV-material<br />

heat resisting steels<br />

sheet, steel test specification<br />

- special alloys<br />

- non-ferrous metals<br />

- materials according to other national and international regulations<br />

4/34<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

Curved heads DIN 28011/cap form<br />

3.2 Manufacturing and heat treatment<br />

The heads will be hot or cold formed according to the<br />

choice of the manufacturer if the kind of the form was<br />

not arrange before. The heat treatment have to arrange,<br />

for example according to the AD-leaflet of the line HP7.<br />

The manufacturer have to indicate if a head will be<br />

manufactured of several parts (before or after forming).<br />

3.3 Surface Condition<br />

Floors are supplied with untreated surface. Other surface<br />

conditions, such as descaled, pickled, blasted, are to be<br />

agreed.<br />

This height dimensions consider for heads with arranged<br />

kerbs. At heads with crude kerbs (form R) the hight h3 have<br />

to measured so that later all other forms of this norm have<br />

to be manufactured.<br />

3.4.2 Limiting-size for the ad-measurement<br />

Limiting-sizes for the ad-measurement are arranged in<br />

table 2.<br />

11.2007_1.000<br />

3.4 Limiting sizes<br />

3.4.1 Limiting sizes for the internal height h3<br />

For the height h3 = h1 + h2 the limiting sizes are:<br />

a) the upper dimension : + 0,015 da or +10 mm<br />

b) lower dimension: O<br />

Table 2. Lower limiting-sizes of the wall thickness<br />

(upper limiting-size see DIN 2609)<br />

material da limiting-size for<br />

the admeasurement<br />

Hot-rolled unalloyed steels d a < 100 ± 3,0 mm<br />

Heat resisting steels 100 ≤ d a < 300 ± 4,0 mm<br />

Low temperature steel 300 ≤ d a < 1000 ± 0,4 %<br />

(ferritic untempered) 1000 ≤ d a ≤ 4000 ± 0,3 %<br />

Fine grained steel<br />

Non-rusting steels d a < 100 ± 3,0 mm<br />

Superalloyed steels 100 ≤ d a < 300 ± 5,0 mm<br />

Low temperature steels 300 ≤ d a ≤ 4000 + 0,5 %<br />

(austenitic or tempered) –0,7%<br />

Austenitic plated steels<br />

Plated steels d a < 100 ± 3,0 mm<br />

besides austenitic plated steels 100 ≤ d a < 300 ± 5,0 mm<br />

Nonferrous metals 300 ≤ d a ≤ 4000 ± 1,0 %<br />

www.rofi.de<br />

3.4.3 Limiting-sizes for the non-cirularity u<br />

The non-cirularity u = 2 (d amax-da min)<br />

(damax-d a min )<br />

• 100 in % may just have 1 % maximum;<br />

also may the biggest diameter difference d a max – d a


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

Curved heads DIN 28011/cap form<br />

3.4.4 Restriction of the tolerances<br />

Lower limiting-sizes for the ad-measurement or the noncirularity<br />

tolerances have to be agree in special case. The<br />

limiting-sizes have to be agree if the caps should be used<br />

in pairs or as internal or external caps.<br />

3.4.5 Limiting-sizes for the wall-thickness<br />

For the limiting-sizes of the wall thickness consider:<br />

If at the order just the wall thickness is given, it can be fall<br />

below as in table 3.<br />

Table 3.<br />

wall thickness<br />

lower measure<br />

≤10 - 0,3<br />

> 10 ≤ 30 - 0,5<br />

> 30 ≤ 50 - 0,8<br />

> 50 - 1,0<br />

If in the order the minimum wall thickness is required, it<br />

doesn´t may fall below.<br />

(For the boarding height h1 in such cases consider instead<br />

of the wall thickness s the minimum wall thickness s min.<br />

For s min consider the value without decimal places).<br />

For the compliance of the required wall thickness or rather<br />

minimum wall thickness because of the production<br />

causes you have to provide that the accordant thickness<br />

surcharges for the slug of the sheet. Beyond that is a bigger<br />

wall thickness, especially in the area of the cylindrical<br />

board (compression) possible. A refilling has to act up in<br />

the order (form BI or BA according to chapter 2.2)<br />

3.5 Appointment of ad-measurement<br />

3.5.1 Position for the appointment of ad-measurement<br />

a) At heads with arranged kerbs at the border<br />

b) At heads with crude kerbs at the area between upper<br />

and lower limiting size of h3 of the height-related tolerance,<br />

according to chapter 3.4.1.<br />

3.5.2 Appointment of the external ad-measurement<br />

With calibrated measuring strip according to DIN 6409,<br />

the ad-measurement will be measured at the in chapter<br />

3.5.1 denoted area. At the calculation of the diameter you<br />

have to locate with 3,14159.<br />

3.5.3 Appointment of the internal ad-measurement<br />

a) ) Measuring of the external ad-measurement how described<br />

in chapter 3.5.2, less of the middle wall thickness<br />

which will be appoint of the arithmetical media of the<br />

ad-measurement of the wall thickness at the place of<br />

the measuring of the amount but at minimal 3 points<br />

and at heads with d a > 500 mm all 500 mm or<br />

b) with calibrated rolling dimension.<br />

3.6 Flattening<br />

At the area of the diameter r1 are flattening of the meridian<br />

circle acceptable (at flat areas measured by siting of<br />

a lineal) which has a length of maximal 15% of the diameter<br />

r 1 .<br />

3.7 Skewing of the cylindrical board<br />

widened head<br />

inverted head<br />

11.2007_1.000<br />

Bild 3<br />

4/36<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel


<strong>Butt</strong>-<strong>Weld</strong> <strong>Fittings</strong><br />

Curved heads DIN 28011/cap form<br />

Limiting sizes of the right angle of the cylindrical board<br />

AD-leaflet line HP7 *)<br />

see table 4.<br />

VdTÜV-material-sheet *)*)<br />

Table 4.<br />

da<br />

< 1000 ≤ 4° ≤ 2°<br />

≥ 1000 ≤ 5° ≤ 2°<br />

Steel test specifications (SEW) ****)<br />

Technical rules pressure tank (TRB) ***)<br />

Technical rules steam boiler (TRD) *)<br />

Earlier editions<br />

At the arbitration the measurement has to accomplish<br />

DIN 28012: 10.70<br />

internal (compression).<br />

DIN 28011: 10.70, 05.87<br />

11.2007_1.000<br />

3.8 Certifications<br />

The necessary certifications have to a arrange at the<br />

order, for example according to the technical rules of<br />

pressure tank (TRB), technical rules of steam boiler (TRD).<br />

Cited norms and other documents<br />

DIN 2448<br />

Seamless steel tubes, dimensions,<br />

fibre coarseness<br />

DIN 6403<br />

Measuring tapes of steel<br />

DIN 17102<br />

Fine grained steel which is able to<br />

weld, normal annealed, technical<br />

conditions of delivery for sheet-,<br />

Modifications<br />

Compared to edition in may 1987 were changed:<br />

a) Changed nominal width in the wall thickness s and<br />

second example of appellation for the indication of the<br />

minimum wall thickness s min<br />

b) Changed capacity in volume<br />

c) Overworked editorial and technical standardisation<br />

International patent classification<br />

B 01 J 3/04<br />

B 65 D 90/02<br />

F 22 B 37/22<br />

F 16 J 12/00<br />

www.rofi.de<br />

stripe-, wide-flat-, form- and bar steel<br />

DIN 17155<br />

Sheet and stripe of heat resistant<br />

steels, technical conditions of delivery<br />

DIN 17440<br />

Non rusting steels, technical conditions<br />

of delivery for sheet, hot rolled<br />

stripe, wire rod, drawn wire, bar steel,<br />

forgings and half finished products<br />

DIN 28013<br />

Arced heads, elliptical head<br />

DIN EN 10025<br />

Hot rolled products of unalloyed<br />

steels, technical conditions of delivery,<br />

German version EN 100025: 1990<br />

<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel<br />

4/37


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STAINLESS STEEL<br />

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<strong>RO</strong>-<strong>FI</strong> Precision in Stainless Steel<br />

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