GOST 15164-78
GOST 15164−78 Electroslag welding. Welded connections. Main types, design elements and dimensions (with Change No. 1)
GOST 15164−78
Group В05
STATE STANDARD OF THE USSR
ELECTROSLAG WELDING
WELDED CONNECTIONS
Main types, design elements and dimensions
Electroslag welding. Welded joints.
Main types, design elements and dimensions
Date of introduction 1980−01−01
Promulgated by decree of the State Committee of standards of Ministerial Council of the USSR of 28 July 1978 N 2036
PROVEN in 1983 by the Decree of Gosstandart from
____________
* Expiration removed by Protocol No. 4−93 of the Interstate Council for standardization, Metrology and certification. (IUS N 4, 1994). — Note the «CODE"
REPRINT (August 1992) with amendment No. 1, approved in June 1989 (IUS 8−89)
1. This standard establishes the basic types, design elements and dimensions welded joints of steels. The standard does not specify the size of the gap between the welded parts before welding.
The standard does not apply to welded joints of corrosion-resistant steel.
2. In the standard the following notation methods of electroslag welding:
— wire electrode;
— consumable nozzle;
electrode, the cross section of which corresponds to the shape of the cross section of the welding space.
For structural elements of welded joints the following notation:
, — thickness of the welded parts;
the length of the seam;
— distance from the face of the shelf brand to the top surface of the fin;
— the width of the cutting edges;
— the height of the convexity of the weld;
— the width of the remaining substrate;
— the height of the remaining pads;
— the thickness of the electrode, the cross section of which corresponds to the shape of the cross section of the welding space;
— thickness melting of the mouthpiece (the larger of the thicknesses of the plate or channel);
— the calculated gap and the conventional gap between the two collected under electroslag welding of parts without taking into account the convergence or divergence of the welded parts with the weld shrinkage on the basis of which calculate the dimensions of the welded parts.
Damn.1
3. Main types of welded joints shall be as specified in table.1.
Table 1
Connection type | Form prepared edges and the nature of the welding seam | The cross-sectional shape |
; |
Designation of a welded joint | |||
prepared edges |
welding seam |
||||||
Without bevel |
30−450 |
SV. 30 |
30−800 |
||||
Butt | Without the bevel edge on the remaining lining |
30−450 |
SV. 30 |
30−800 |
|||
Curved bevel two edges |
30−200 |
30−200 |
- | ||||
Bevel; with a normal quirk |
30−450 |
Over 30 |
- |
||||
The beveled two edges |
30−300 |
Over 30 |
- |
||||
Corner | Bevel the remaining lining |
30−450 |
Over 30 |
30−800 |
|||
Bevel; with increased fillet |
30−450 |
SV. 30 |
- |
||||
Bevel; with a normal quirk |
30−450 |
SV. 30 |
- |
||||
T — | Bevel; with increased fillet |
30−450 |
SV. 30 |
- | |||
Bevel; for the remainder of the lining |
30−450 |
SV. 30 |
- |
4. Structural elements of the longitudinal sections of welds shall be as specified in table.2.
Table 2
Welding method | The configuration of the welding seam | Form of a longitudinal section | , mm, not more | ||
no more | |||||
10000 | |||||
Straight |
- |
- |
5000 | ||
1500 | |||||
Ring |
- |
- |
10000 | ||
Ten thousand | |||||
Variable section |
35° |
20° |
5000 | ||
Variable curvature |
- |
- |
5000 |
Note. The weld joint of variable cross section and variable curvature is allowed to pair with the alignment to the rectangle.
5. Constructive elements of welded joints, their size and the limit deviations shall be as specified in table.3−12.
Table 3
mm
Conditi- ing notation- the inclusion of welded |
Structural elements |
Welding method |
||||
United tion |
prepared edges of the welded parts |
weld |
But- min. |
Pred. off. | ||
From 30 to 80 |
25 |
+2 | ||||
SV. 80 to 450 |
28 |
3 |
-3 | |||
SV. 30 |
20+ |
5 |
±2 | |||
From 30 to 800 |
20++ 0,005 |
10 |
±2 |
_______________
* Size for reference.
Table 4
mm
Conditi- ing the notation of swar- tion |
Structural elements |
Welding method |
||||||
connection | prepared edges of the welded parts |
weld |
But- min. |
Pred. off. |
not me — it |
not me — it | ||
From 30 to 80 |
25 |
60 |
40 | |||||
SV. 80 to 450 |
28 |
3 | +2 -3 | |||||
SV. 30 |
20+ |
5 |
±2 |
80 |
60 | |||
From 30 to 800 |
20++ 0,005 |
10 |
±2 |
________________
* Size for reference.
Table 5
mm
Conditi- ing the designation |
Structural elements |
Welding method |
||||||
svar- tion connection |
prepared edges of the welded parts |
weld |
(PREV. off. +0,5) |
But- min. |
Pred. off. | |||
From 30 to 200 |
28 | 14 | 3 | +2 -3 | ||||
From 30 to 200 |
20+ |
5 | ±2 |
_______________
* Size for reference.
Table 6
mm
Conditi- ing the designation |
Structural elements |
Welding method |
|||||
svar- tion connection |
prepared edges of the welded parts |
weld |
no less |
But- min. |
Pred. off. | ||
From 30 to 80 |
25 | ||||||
SV. 80 to 450 |
80 | 28 | 3 | +2 -3 | |||
SV. 30 to 80 |
|||||||
SV. 80 |
80 | 20+ |
5 | ±2 |
_______________
* Size for reference.
Table 7
mm
Designation of a welded joint | Structural elements |
Welding method | |||
prepared edges of the welded parts |
weld |
||||
SV. 30 to 300 |
28 | ||||
SV. 30 |
20+ |
_______________
* Size for reference.
Note. The connection should be used when loading, creating the risk of delamination of the welded edges.
Table 8
mm | ||||||||||
Us- lov- ing train- nache — nie |
Structural elements |
SPO- sob svar- Ki |
||||||||
svar- tion soy- Dina- niya |
prepared edges of the welded parts |
weld |
not me — it |
But- min. |
Pred. off. |
not me — it |
not me — it | |||
From 30 to 80 |
25 |
60 |
40 | |||||||
SV. 80 to 450 |
80 | 28 |
3 | +2 -3 | ||||||
SV. 30 to 80 |
||||||||||
SV. 80 |
80 | 20+ |
5 |
±2 | ||||||
From 30 to 80 |
1,5 |
80 |
60 | |||||||
SV. 80 to 800 |
120 | 20++ 0,005 |
10 |
±2 |
___________
* Size for reference.
Table 9
mm | ||||||||
Conditi- ing the designation |
Structural elements |
Welding method |
||||||
svar- tion connection |
prepared edges of the welded parts |
weld |
no less |
But- min. |
Pred. off. | |||
From 30 to 80 |
25 | |||||||
SV. 80 to 450 |
80 | 28 |
3 | +2 -3 | ||||
SV. 30 to 80 |
||||||||
SV. 80 |
80 | 20+ |
5 |
±2 |
_______________
* Size for reference.
Table 10
mm | |||||||
Conditi- ing the designation of welded joints |
Structural elements |
Welding method | |||||
prepared edges of the welded parts |
weld |
no less |
|||||
From 30 to 80 |
25 | ||||||
SV. 80 to 450 |
80 | 28 |
No more than 250 | ||||
SV. 30 to 80 |
|||||||
SV. 80 |
80 | 20+ |
No Ogre — niche — ing |
_______________
* Size for reference.
Table 11
mm | ||||||
Designation of a welded joint | Structural elements |
Welding method | ||||
prepared edges of the welded parts | weld |
no less |
||||
From 30 to 80 |
25 | |||||
SV. 80 to 450 |
80 | 28 | ||||
SV. 30 to 80 |
||||||
SV. 80 |
80 | 20+ |
________________
* Size for reference.
Table 12
mm | |||||||||
Designation of a welded joint | Structural elements |
Welding method | |||||||
prepared edges of the welded parts |
weld |
not me — it |
not me — it |
not me — it |
|||||
From 30 to 80 |
25 | ||||||||
SV. 80 to 450 |
80 | 28 |
No more than 250 | ||||||
SV. 30 to 80 |
80 | 60 | |||||||
SV. 80 |
80 | 20+ |
No Ogre — niche — ing |
_______________
* Size for reference.
Damn.2
Damn.2
Damn.3
Damn.3
6. Allowed to increase the height of the protuberances of welds for joints, the convexity of which is removed during mechanical processing products.
(Changed edition, Rev. N 1).
7. (Deleted, Rev. N 1).
8. Allowed protrusion of the surface of the weld between the base of weld reinforcement and penetration boundary (And surface) above the surface of the base metal up to 2 mm (Fig.2).
(Changed edition, Rev. N 1).
9. In compounds , , the remaining lining after welding is recommended to remove.
10, 11. (Deleted, Rev. N 1).
12. The dimensional accuracy of the welded parts of the product depending on the set, as well as the design and dimensions of the working part of the forming devices shown in the recommended application.
(Changed edition, Rev. N 1).
APPLICATION (recommended)
APP
Recommended
1. The working surface of the forming devices shown in the drawing
Damn.
a rigid shaping device protivopokazanii groove; b — elastic (hinge)
forming device with protivootechnoy groove; in — rigid forming device
for increased convexity of the seam; g — water-cooled copper plate with a groove under
the bulge of a seam, made by stamping; d — rigid forming
the device for the corner seam.
Note. Angle — from 45° to 60°.
(Changed edition, Rev. N 1).
2. The dimensional accuracy of the welded parts of the products collected on weld plates or brackets, are given in table.1.
Table 1
mm | ||||
A predetermined deviation of the size of the product |
±4 | ±6 | ±8 | ±10 |
Tolerances on the size of the weldment | +1 |
+1 |
+2 |
+2 |
-3 |
-7 |
-10 |
-15 |
3. The dimensional accuracy of the welded parts of the product during welding with a dose counter that is collected at check points with compensation of the variations in dimensions of parts due to changes of the gaps are given in table.2.
Table 2
mm | ||||
A predetermined deviation of the size of the product |
±0,5 | ±1 |
±2 | More ±2 |
Tolerances on the size of the weldment | +1 |
+1 |
+2 |
+2 |
-3 |
-7 |
-10 |
-15 |
(Changed edition, Rev. N 1).