GOST 14806-80
GOST 14806−80 Arc welding of aluminium and aluminium alloys in inert gases. Welded connections. Main types, design elements and dimensions (with Change No. 1)
GOST 14806−80
Group В05
STATE STANDARD СОЮ3А SSR
ARC WELDING OF ALUMINIUM AND ALUMINIUM ALLOYS
IN INERT GASES. WELDED CONNECTIONS
Main types, design elements and dimensions
Arc welding of aluminium alloys in inert gases.
Welded joints. Main types, design elements and dimensions
OKP 0602000000
Date of introduction 1981−07−01
INFORMATION DATA
1. APPROVED AND put INTO EFFECT by decision of the USSR State Committee for standards from
2. The frequency of inspection is 5 years.
3. Replace GOST 14806−69
4. Reference normative and technical documents
The designation of the reference document referenced |
Item number | ||
GOST 2789−73 |
5 |
5. Validity extended until 01.07.96* decree of Gosstandart of the USSR from
_________________________
* Expiration removed by Protocol No. 5−94 of the Interstate Council for standardization, Metrology and certification (I & C N 11−12, 1994). — Note the CODE.
6. The re-release (Dec 1990) with amendment No. 1 adopted in October 1989 (IUS 1−90)
1. This standard applies to welded joints of aluminium and aluminium alloys with a thickness of edge welded parts from 0.8 to 60.0 mm, inclusive.
The standard does not apply to welded joints of pipelines.
The standard establishes the basic types of welded joints, structural elements and dimensions of cutting edges and weld.
2. In standard, the following symbols methods of arc welding in inert gases:
Rinp — manual non-consumable electrode with filler metal;
ANP — automatic non-consumable electrode with filler metal;
Ainp-3 — automatic non-consumable electrode with filler metal — three phase;
APL — automatic consumable electrode — odnogolosy;
PEEP — semi-consumable electrode.
3. Main types of welded joints shall be as specified in table. 1.
4. Structural elements and their dimensions shall be as specified in table. 2−51.
Table 1
Type soy di |
Form homework- |
Character |
The cross-sectional shape |
The thickness of the parts to be welded, mm, for welding methods |
Conditi — ing train — nache- | |||||
no Deposit | Lenno edges |
weld | prepared edges | weld | Rinp | Ainp | Ainp-3 | PEEP | AIP | connection |
With selection — process edge |
C1 | |||||||||
With the selection process one edge | Unilateral | 0,8−2,0 | 0,8−2,0 | - |
- | - | C3 | |||
0,8−4,0 | 0,8−4,0 | 4−12 | 4−12 | S2 | ||||||
Unilateral removable lining |
C4 | |||||||||
Sty — big deal |
Bevel |
Unilateral in the remaining lining | 0,8−5,0 | 0,8−16,0 | 4−25 | 3−12 | 3−12 | C5 | ||
Bilateral | 2,0−6,0 | 2,0−10,0 | 10−30 | 4−34 | 4−34 | C7 | ||||
Unilateral | C8 | |||||||||
Unilateral removable lining |
C9 | |||||||||
With bevel | Unilateral in the remaining lining | 4−20 | 6−20 | C10 | ||||||
C12 | ||||||||||
With curve — linear bevel |
C13 | |||||||||
With scrap — ing a bevel |
16−30 | - | - | 16−30 | - |
C14 | ||||
With two simmet — richnyj bevels one edge |
Bilateral | 12−35 | 12−35 | C15 | ||||||
With two simmet — richnyj curve — linear bevels one edge |
32−60 | 32−60 | C16 | |||||||
With two asymmetrically cut organza fabric. — richnyj bevels one edge |
12−35 | 12−35 | С43 | |||||||
With two simmet — richnyj bevels one edge polygon |
32−60 |
32−60 |
C44 | |||||||
Unilateral | 4−20 |
8−20 |
- |
10−30 |
10−30 |
C17 | ||||
Unilateral removable lining |
8−20 | S18 | ||||||||
The beveled edges | Unilateral in the remaining lining |
5−30 | 5−30 | 5−30 | 10−30 |
10−30 |
C19 | |||
4−20 | 4−40 | 20−40 | C21 | |||||||
Sty — big deal | Crooked straight — line bevel edge |
C23 | ||||||||
With scrap — ing a bevel edge |
12−30 | 12−50 | 32−50 | 12−30 | 12−30 | C24 | ||||
With two simmet — richnyj bevels edges |
Bilateral | 12−30 | C25 | |||||||
With two simmet — richnyj curve — linear bevels edges |
30−40 | 30−60 | 32−60 | 30−60 | 30−60 | С26 | ||||
With two simmet — richnyj sloping bevels |
30,0−40,0 | 30,0−60,0 | 30−60 | 30−60 | С27 | |||||
With two asymmetrically cut organza fabric. — richnyj bevels edges |
12,0−30,0 | 12,0 — 60,0 | 32−60 | 12−30 | 12−30 | C39 | ||||
With the selection process one edge |
Unilateral | 1,0−2,5 | 1,0−2,5 | - | - | U1 | ||||
Unilateral |
||||||||||
Bevel |
1,5−12,0 | 1,5−12,0 | 5−12 | 5−12 | Y4 | |||||
Bilateral |
1,5−5,0 | 1,5−5,0 | ||||||||
1,5−12,0 | 1,5−12,0 | 5−12 | 5−12 | V5 | ||||||
Unilateral |
Y6 | |||||||||
Corner | With bevel |
4,0−20,0 | 4,0−20,0 | - | 4−20 | 4−20 | U7 | |||
With curve — linear bevel |
16,0−30,0 | 16,0−30,0 | 16−30 | 16−30 | 11 | |||||
With sloping bevel |
16−30 | 16−30 | 16−30 | 16−30 | U12 | |||||
With two simmet — richnyj bevels one edge |
Bilateral | 12−35 | 12−35 | U8 | ||||||
With two simmet — richnyj curve — linear bevels one edge |
32−60 | - | 32−60 | - | Y13 | |||||
With two simmet — richnyj broken bevel one edge |
U14 | |||||||||
Unilateral | U9 | |||||||||
The beveled edges | Bilateral | 12−30 | 12−30 | - |
12−30 | 12−30 | U10 | |||
Bevel |
Unilateral | T1 | ||||||||
Bilateral |
1−20 | 2−20 | 3−20 | 3−20 | 3−20 | T3 | ||||
With bevel |
Unilateral | T6 | ||||||||
Bilateral | 4−20 | 4−20 | 4−20 | 4−20 | T7 | |||||
Tav — Novoe | With curve — linear bevel |
16−30 | - | - |
16−30 | - |
T2 | |||
With two simmet — richnyj bevels one edge |
Bilateral | 12−35 | 12−35 | 12−35 | 12−35 | T8 | ||||
With two simmet — richnyj curve — linear bevels one edge |
T5 | |||||||||
With two simmet — richnyj broken bevel one edge |
32−60 |
- |
32−60 |
- |
T10 | |||||
On — his- accurate |
Bevel | Unilateral | H1 | |||||||
Bilateral | 1−20 | 2−20 | 4−20 | 4−20 | 4−20 | H2 |
(Changed edition, Rev. N 1).
Table 2
Dimensions, mm
Conditi — ing | Structural elements |
||||||||||
the designation of welded joints | prepared edges of the welded parts | weld | SPO — sob swar — Ki | Nomin. | Pred. off. | not |
Nomin. | Pred. off. | |||
From 0.8 to 1.0 |
+0,1 |
7 |
0,8 | ||||||||
C1 | Rinp; Ainp |
SV. 1,0 to 1.5 |
0 |
+0,2 |
|
|
10 |
1,0 | ±0,5 | ||
SV. 1.5 to 2.0 |
1,5 | ±1,0 |
_______________
* Size for reference.
(Changed edition, Rev. N 1).
Table 4
Dimensions, mm
Conditi — ing | Structural elements |
||||||||||
the notation svar — tion connection | homework- Lenno edges cook- transmitted on details |
weld | SPO — sob swar — Ki | Nomin. | Pred. off. | not |
Nomin. | Pred. off. | |||
From 0.8 to 1.0 |
+0,1 |
7 |
0,8 | ||||||||
C3 | Rinp; Ainp | SV. 1,0 to 1.5 |
0 | +0,2 | From |
From |
10 | 1,0 | ±0,5 | ||
SV. 1.5 to 2.0 |
1,5 | ±1,0 |
________________
* Size for reference.
Table 4 *
________________
* The text in accordance with the original. — Note the CODE.
Dimensions, mm
Structural elements |
|||||||||
Designation of a welded joint | homework- Lenno edges cook- transmitted on details |
weld | SPO — sob swar — Ki | Nomin. | Pred. off. | not |
Nomin. | Pred. off. | |
From 0.8 to 1.0 |
+0,5 | 7 | 0,8 | ||||||
Rinp; Ainp | SV. 1.0 to 2.5 |
10 | ±0,5 | ||||||
SV. 2.5 to 4.0 |
12 | ||||||||
S2 | From 4.0 to 6.0 |
14 | 1,0 | ||||||
AIP; PEEP | SV. Of 6.0 to 8.0 |
0 | +1,0 | 19 | |||||
SV. Of 8.0 to 10.0 |
21 | 2,0 |
±1,0 | ||||||
SV. 10.0 and 12.0 |
+2,0 | 23 |
Table 5
Dimensions, mm
Conditi — ing | Structural elements |
||||||||
the notation svar — tion connection | prepared edges of the welded parts | weld | Welding method | Nomin. | Pred. off. | not |
Nomin. | Pred. off. | |
From 0.8 to 1.0 |
7 | ||||||||
Rinp; Ainp | SV. 1.0 to 2.0 |
+0,5 | 10 | 0,8 | |||||
SV. 2.0 to 4.0 |
12 | 1,0 |
±0,5 | ||||||
SV. A 4.0 to 5.0 |
14 | ||||||||
SV. Of 4.0 to 6.0 |
+1,0 | 15 | |||||||
SV. Of 6.0 to 8.0 |
16 | ||||||||
C4 | Ainp; Ainp-3 | SV. Of 8.0 to 10.0 |
19 | ||||||
SV. 10.0 and 12.0 |
21 | 2,0 | |||||||
SV. At 12.0 to 14.0 |
0 | 22 | |||||||
SV. 14,0 to 16,0 |
23 | ±1,0 | |||||||
SV. Of 16.0 to 18.0 |
+2,0 | 32 | 3,0 | ||||||
Ainp-3 | SV. 18,0 to 22,0 |
35 | 4,0 | ||||||
SV. Of 22.0 to 25.0 |
38 | 4,5 | |||||||
From 3.0 to 6.0 |
14 | ||||||||
AIP PEEP | SV. Of 6.0 to 8.0 |
16 | |||||||
SV. Of 8.0 to 10.0 |
+1,0 | 18 | 2,0 | ||||||
SV. 10.0 and 12.0 | 20 |
Table 6
Dimensions, mm
Conditi — ing | Structural elements |
||||||||
designation of a welded joint | prepared edges of the welded parts | weld | Welding method | Nomin. | Pred. off. | not |
Nomin. | Pred. off. | |
From 0.8 to 1.0 |
0 | ±1,5 | 8 | 0,8 | |||||
Rinp; Ainp | SV. 1.0 to 2.0 |
10 | ±0,5 | ||||||
SV. 2.0 to 4.0 |
1 | ±1,0 | 12 | 1,0 | |||||
SV. A 4.0 to 5.0 |
14 | ||||||||
SV. Of 4.0 to 6.0 |
15 | ||||||||
SV. Of 6.0 to 8.0 |
16 | ||||||||
C5 | Ainp; Ainp-3 | SV. Of 8.0 to 10.0 |
19 | 2,0 | |||||
SV. 10.0 and 12.0 |
21 | ||||||||
SV. At 12.0 to 14.0 | ±1,5 | 22 | |||||||
SV. 14,0 to 16,0 |
23 | ||||||||
SV. Of 16.0 to 18.0 |
1,5 | 24 | 3,0 | ±1,0 | |||||
Ainp-3 | SV. 18,0 to 22,0 |
25 | 4,0 | ||||||
SV. Of 22.0 to 25.0 |
26 | 4,5 | |||||||
SV. 3.0 to 6.0 |
14 | ||||||||
AIP; PEEP | SV. Of 6.0 to 8.0 |
16 | |||||||
SV. Of 8.0 to 10.0 |
±1,0 | 18 | 2,0 | ||||||
SV. 10.0 and 12.0 |
20 |
Table 7
Dimensions, mm
Conditi — ing | Structural elements |
||||||||
designation of a welded joint | prepared edges of the welded parts | weld | Welding method | Nomin. | Pred. off. | not |
Nomin. | Pred. off. | |
From 2 to 3 |
10 | ||||||||
Rinp; Ainp | SV. 3 to 4 |
12 | |||||||
SV. 4 to 6 |
+1 | 1 | ±0,5 | ||||||
SV. 6 to 8 |
16 | ||||||||
Ainp | SV. 8 to 10 |
19 | |||||||
SV. 10 to 12 | |||||||||
SV. 12 to 14 |
21 | ||||||||
SV. 14 to 16 | |||||||||
SV. 16 to 18 |
23 | ||||||||
Ainp-3 | SV. 18 to 20 | ||||||||
SV. 20 to 22 |
+2 | 25 | 2 | ±1,0 | |||||
SV. 22 to 24 | |||||||||
C7 | SV. 24 to 26 |
0 | 26 | ||||||
SV. 26 to 28 |
27 | ||||||||
SV. 28 to 30 |
28 | ||||||||
4 to 6 |
+1 | 12 | 1 | ±0,5 | |||||
SV. 6 to 8 |
14 | 2 | ±1,0 | ||||||
AIP; PEEP | SV. 8 to 10 |
15 | 3 | ||||||
SV. 10 to 12 |
18 | ||||||||
SV. 12 to 14 |
21 | 4 | |||||||
SV. 14 to 17 |
24 | ||||||||
SV. 17 to 20 |
+2 | 27 | ±2 | ||||||
SV. 20 to 23 |
30 | 5 | |||||||
SV. 23 to 26 |
33 | ||||||||
SV. 26 to 30 |
36 | 6 | |||||||
SV. 30 to 34 |
40 | 7 |
(Changed edition, Rev. N 1).