GOST 24379.1-2012 Foundation Bolts. Design and Dimensions

GOST 24379.1-2012

Group G31

INTERSTATE STANDARD

FOUNDATION BOLTS

Design and dimensions

Foundation bolts. Structure and dimensions

ICS 21.060.10

Effective date 2013-07-01

FLOK supplies foundation bolts to GOST 24379.1-2012.

Foreword

The objectives, basic principles, and general procedure for interstate standardization work are established by GOST 1.0-92 “Interstate System for Standardization. Basic Principles” and GOST 1.2-2009 “Interstate System for Standardization. Rules for the Development, Adoption, Application, Updating, and Withdrawal of Standards”.

Information about the standard

1 DEVELOPED by the Closed Joint-Stock Company “Central Order of the Red Banner of Labour Research and Design Institute for Steel Building Structures named after N.P. Melnikov” (CJSC “TsNIIPSK named after Melnikov”)

2 SUBMITTED by Technical Committee for Standardization TC 465 “Construction”

3 ADOPTED by the Interstate Scientific and Technical Commission for Standardization, Technical Regulation and Conformity Assessment in Construction (ISTCC) (Minutes No. 40 dated June 4, 2012)

The following voted in favor of adoption of the standard:

Short name of the country according to MC (ISO 3166) 004-97	Country code according to MC (ISO 3166) 004-97	Abbreviated name of the state construction administration authority
Republic of Belarus	BY	Ministry of Architecture and Construction
Kyrgyzstan	KG	Gosstroy
Russian Federation	RU	Rosstandart
Uzbekistan	UZ	Uzstandard

(Amendment. IUS No. 4-2016).

4 By Order of the Federal Agency for Technical Regulation and Metrology No. 1852-st dated November 29, 2012, the interstate standard GOST 24379.1-2012 was put into effect as the national standard of the Russian Federation on July 1, 2013.

5 REPLACES GOST 24379.1-80

AMENDMENT introduced, published in IUS No. 4, 2016

Amendment introduced by the database producer

Information on the entry into force (or withdrawal) of this standard is published in the monthly information index “National Standards”.

Information on amendments to this standard is published in the annual information index “National Standards”, and the text of changes and amendments — in the monthly information index “National Standards”. In the event of revision or withdrawal of this standard, the corresponding information will be published in the monthly information index “National Standards”

1 Scope

This standard applies to foundation bolts (hereinafter — bolts) with thread diameters from 12 to 140 mm per GOST 24379.0, intended for fastening and securing building structures or equipment.

This standard conforms to GOST 25347 and GOST 25348 regarding limit deviations of dimensions, and to GOST 8724 and GOST 24705 regarding the basic dimensions, diameters, and pitches of metric thread.

2 Normative references

This standard uses normative references to the following interstate standards:

GOST 2590-2006 Hot-Rolled Round Steel Bars. Dimensions

GOST 2789-73 Surface Roughness. Parameters and Characteristics

GOST 3212-92 Mobile Sets. Molding Drafts, Core Prints, Dimensional Tolerances

GOST 5264-80 Manual Arc Welding. Welded Joints. Main Types, Design Elements and Dimensions

GOST 5915-70 Hexagon Nuts, Product Grade B. Design and Dimensions

GOST 6636-69 Basic Norms of Interchangeability. Normal Linear Dimensions

GOST 8724-2002 (ISO 261-98) Basic Norms of Interchangeability. Metric Thread. Diameters and Pitches

GOST 10549-80 Thread Runout. Runouts, Incomplete Threads, Undercuts and Chamfers

GOST 10605-94 (ISO 4032-86) Hexagon Nuts with Thread Diameter over 48 mm, Product Grade B. Specifications

GOST 10704-91 Electric-Welded Straight-Seam Steel Pipes. Dimensions

GOST 11371-78 Washers. Specifications

GOST 16093-2004 Basic interchangeability standards. Metric thread. Tolerances. Clearance fits

GOST 24379.0-80 Foundation Bolts. General Specifications

GOST 24705-2004 Basic interchangeability standards. Metric thread. Basic dimensions

GOST 25347-82 Basic Norms of Interchangeability. Unified System of Tolerances and Fits. Tolerance Zones and Recommended Fits

GOST 25348-82 Basic Norms of Interchangeability. Unified System of Tolerances and Fits. Series of Tolerances, Fundamental Deviations, and Tolerance Zones for Dimensions over 3150 mm

GOST 26645-85* Castings from Metals and Alloys. Dimensional and Weight Tolerances, and Machining Allowances

---

• GOST R 53464-2009 is in effect in the territory of the Russian Federation.

Note - When using this standard, it is advisable to check the validity of the referenced standards within the state’s territory against the relevant index of standards, compiled as of January 1 of the current year, and against the relevant monthly information indexes published during the current year. If a referenced standard is replaced (amended), this standard should be used with reference to the replacing (amended) standard. If a referenced standard is withdrawn without replacement, the provision in which it is referenced applies to the extent not affected by that reference.

3 Terms and definitions

This standard uses the following terms with corresponding definitions:

3.1 stud: The rod of a foundation bolt.

3.2 anchor reinforcement: A structural element that retains the stud in the foundation.

3.3 anchor plate: A component of the anchor reinforcement.

3.4 sleeve: A cylindrical part with a hole, forming part of a welded anchor plate.

3.5 base plate: The base of a column in the form of a plate in direct contact with the foundation.

3.6 expanding collet: A structural part that increases the grip of the stud in the foundation when the foundation bolt nut is tightened.

3.7 coupling: A connecting part with internal thread, intended for joining sections of a foundation bolt stud.

3.8 pipe: A component of the anchor reinforcement of removable foundation bolts.

3.9 washer: A fastener with a hole, installed under a nut.

3.10 nut: A fastener with internal thread.

4 Design and basic dimensions

4.1 The types, design, and basic dimensions of bolts shall conform to those specified in Table 1 and Figure 1.

Table 1

Bolt type	Type	Bolt name	Nominal thread diameter, mm
1	1	Bent foundation bolts	12-48
	2
2	1	Foundation bolts with anchor plate	16-48
	2		56-140
	3		56-140
3	1	Composite foundation bolts	24-48
	2		56-140
4	1	Removable foundation bolts	24-64
	2		56-125
	3		56-125
5	-	Straight foundation bolts	12-48
6	1	Foundation bolts with conical end	12-48
	2
	3

Types and design of foundation bolts

Type 1

Bent foundation bolts

Type 2

Foundation bolts with anchor plate

Figure 1 - Types and design of foundation bolts, sheet 1

Type 3

Composite foundation bolts

Type 4

Removable foundation bolts

Type 5

Straight foundation bolt

Type 6

Foundation bolts with conical end

1-10 - studs; 11, 12 - anchor plate; 13 - coupling; 14 - anchor reinforcement; 15 - expanding collet; 16 - conical sleeve; 17 - washer; 18 - nut per GOST 5915; 19 - nut per GOST 10605

Figure 1, sheet 2

4.2 The length of bolts and thread diameter are assigned depending on the length of the studs and their thread diameter.

Examples of designations:

Bolt type 1, version 1, with thread diameter mm, length mm, with a stud made of steel grade VSt3ps category 2:

Bolt 1.1.M20×800. VSt3ps2 GOST 24379.1-2012

Bolt type 4, version 2, with thread diameter mm, fine thread pitch 6 mm, length mm, with a stud made of steel grade 09G2S category 6:

Bolt 4.2.M100×6×1900 09G2S-6 GOST 24379.1-2012

4.3 General technical specifications - per GOST 24379.0.

4.4 The theoretical mass of assembled bolts of types 1, 2, 5 and 6 is given in Annex A.

The theoretical mass of bolts of types 3 and 4 is specified in the working drawings.

4.5 Examples of bolt installation in foundations are given in Annex D.

5 Design and dimensions of studs

5.1 The design and dimensions of studs shall comply with those shown in Figure 2 and Table 2.

Studs (items 1-10 per Figure 1)

Item 1 (mm)

Item 2 (mm)

Item 3 (mm)

Figure 2 - Design and dimensions of studs, sheet 1

Item 4 (mm)

Item 5 (mm)

Item 6 (mm)

Item 7 (mm)

Item 8 (mm)

Item 9 (mm)

Figure 2, sheet 2

Item 10 (mm)

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• Reference dimension

Figure 2, sheet 3

Table 2

Dimensions in millimetres
Nominal thread diameter	Thread pitch
	Coarse	Fine		Limit deviation
				per		per	per		per	per				per	per
12	1.75	-	12	-	-	-	17	20	80	40	100	50	25	24	-	-
16	2		16				22	26	90	50	130	60	30	32
20	2.5		20				28	32	100	60	160	80	40	40
24	3		24			5	34	39	110	75	200	100	50	48
30	3.5		30				42	48	120	90	250	120	60	60
36	4		36			8	50	58	130	110	300	140	70	73
42	4.5		42				58	68	140	125	350	170	85	85
48	5		48				68	77	150	150	400	200	100	98
56	5.5		60	56	47.8	12	-		160	-	-	-	-	-	400	180
64	6		70	64	55	16			170						500	190
72	-	6	75	72	63	20			180							200
80			85	80	71				190						600	220
90			95	90	81	25			210						800	230
100			105	100	91				230						1000	250
110			120	110	101				240							260
125			130	125	116	30			250							270
140			145	140	-	-			270							280

End of Table 2

Nominal thread diameter	Thread pitch
	coarse	fine	Limit deviation
			per						per	per
12	1.75	-	-	-	-	-	30	20	-	-	-	-	6	12	8
16	2						36	28					9	16	10
20	2.5						48	34					9	20
24	3		7	65			60	41	17	16		9	11	24	20
30	3.5			75			73	50	19			12	14	30
36	4		10	90			85	63	24	20			17	36	30
42	4.5			100			95	71	27			15	20	42
48	5		12	115			120	82	32	25		18	22	48	40
56	5.5		16	130	120	180	-	-	41	30	25	20	-	-	-
64	6		20	150	135	200			46	40	35	25
72	-	6		-	155	240			50			30
80									55
90			25		180	280			65	50	45	35
100					200	300			75			40
110					220	340			85
125			30		240	370			95	60	55	45
140			-		-	-			-	-	-	-

Examples of designations:

Stud item 1, with thread diameter mm, length mm, made of steel grade VSt3ps category 2:

Stud 1.M20×800 VSt3ps2 GOST 24379.1-2012

Stud item 4, with thread diameter mm, fine pitch 6 mm, length mm, made of steel grade 09G2S category 6:

Stud 4.M100×6×3150.09G2S-6 GOST 24379.1-2012

5.2 Limit deviations of dimensions - per GOST 25347 and GOST 25348.

5.3 Thread - per GOST 24705, tolerance class 8g - per GOST 16093.

5.4 Dimensions of thread run-outs and chamfers - per GOST 10549.

5.5 The length of studs (except items 5 and 6) and their theoretical mass are given in Annex B.

For studs (items 5 and 6), the length and theoretical mass are specified in the working drawings.

5.6 Studs of other lengths may be manufactured by agreement between the customer and the manufacturer.

6 Design and dimensions of anchor plates

6.1 The design and dimensions of anchor plates (item 11) shall comply with those shown in Figure 3 and Table 3, and plates (item 12) - in Figure 4 and Table 4.

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• Reference dimension

Figure 3 - Anchor plate (item 11 in Figure 1)

Table 3

Dimensions in millimetres
Nominal thread diameter of stud	Limit deviation per	Limit deviation per		Theoretical mass of plate, kg
16	22	65	14	0.42
20	26	80	16	0.74
24	32	100	18	1.30
30	38	120	20	2.08
36	45	150	20	3.28
42	50	170	25	5.29
48	60	190	28	7.31
56	66	220	32	11.21
64	74	260	36	17.80
72	82	300	40	26.41
80	90	320	45	33.70
90	100	360	50	47.50

Figure 4 - Anchor plate (item 12 in Figure 1)

Table 4

Dimensions in millimetres
Nominal thread diameter of stud					Theoretical mass of plate, kg
100	135	625	220	130	94.27
110	145	650	230	135	100.32
125	165	675	240	135	106.70
140	185	700	290	145	125.50

Examples of designations:

Anchor plate (item 11) with dimensions mm:

Plate 150 GOST 24379.1-2012

Anchor plate (item 12) with outer diameter mm:

Plate 625 GOST 24379.1-2012

6.2 Limit deviations of dimensions - per GOST 25347.

6.3 Castings shall be made to accuracy class 3 of GOST 26645.

6.4 Draft angles - per GOST 3212.

6.5 Casting radii - 5 mm.

6.6 The surface roughness parameters of cast anchor plates shall not exceed µm per GOST 2789.

7 Design and dimensions of coupling

7.1 The design and dimensions of the coupling shall comply with those shown in Figure 5 and Table 5.

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• Reference dimension

Figure 5 - Coupling (item 13 in Figure 1)

Table 5

Dimensions in millimetres
Nominal thread diameter		Limit deviation per		Theoretical mass of coupling, kg
24	50	120	2	1.42
30	60	140	3	2.35
36	70	170	4	3.78
42	80	190	5	5.43
48	90	220	6	7.36
56	100	250	8	10.58
64	110	280	8	13.82

Designation example:

Coupling for stud mm, made of steel grade VSt3ps category 2:

Coupling M24.VSt3ps2 GOST 24379.1-2012

7.2 Couplings shall be manufactured from round steel per GOST 2590, ordinary rolling accuracy.

7.3 Limit deviations of dimensions - per GOST 25347.

7.4 Thread - per GOST 24705 with coarse pitch, tolerance class 7H - per GOST 16093.

7.5 Dimensions of thread chamfers - per GOST 10549.

8 Design and dimensions of the anchor assembly

8.1 The design of the anchor assembly shall comply with that shown in Figure 6.

1 - pipe (see Figure 7); 2 - composite anchor plate (see Figure 8); 3 - cast anchor plate (see Figure 9), 4 - welded anchor plate (see Figure 10); 5 - cap (see Figure 13)

Figure 6 - Anchor assembly (item 14 in Figure 1)

8.2 The length of the anchor assembly is determined by the length of the pipe; the thread diameter of the hole - by the thread diameter of the stud.

8.3 The design and dimensions of the pipe (item 1) shall comply with those shown in Figure 7 and Table 6.

Figure 7 - Pipe (item 1 in Figure 6)

Table 6

In millimetres
Thread diameter of stud	24	30	36	42	48	56	64	72	80	90	100	110	125
Diameter and wall thickness of pipe	60×3.5		89×4		102×4		114×4.5	127×4.5	140×4.5	152×5	168×5	180×5	203×6

Pipes shall be adopted per GOST 10704.

8.4 The design and dimensions of the composite anchor plate (item 2) shall comply with those shown in Figure 8 and Table 7.

---

• Reference dimensions

1 - nut per GOST 5915

Figure 8 - Composite anchor plate (item 2 in Figure 6)

Table 7

Dimensions in millimetres
Nominal thread diameter	Limit deviation per			Limit deviation per	Theoretical mass of plate, kg
24	32	37	18	140	2.61
30	38	44	20	160	3.28
36	45	49	20	180	4.96
42	50	59	25	200	7.65
46	60	63	25	240	10.98
* See Figure 8.

8.5 The design and dimensions of the cast anchor plate (item 3) shall comply with those shown in Figure 9 and Table 8.

Figure 9 - Cast anchor plate (item 3 in Figure 6)

Table 8

Dimensions in millimetres
Nominal thread diameter	Thread pitch															Theoretical mass of plate, kg
	Coarse	Fine
56	5.5	-	80	100	115	80	106	300	105	150	40	30	40	20	20	26
64	6		85	105	125	90	120	350	120	170	50	40	45			38
72	-	6	100	125	150	100	133	400	130	200		50	50	25		57
80							145									56
90			120	150	180	120	158	450	150	230			60	30	25	89
100			130	170	190	150	174	500	160	240	60		70		40	117
110			145	185	210	165	185	550	180	270			75	35	45	158
125			150	190	230	180	210	600	190	290			80		50	195

8.6 The design and dimensions of the welded anchor plate (item 4) shall comply with those shown in Figure 10 and Table 9.

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• Reference dimensions

1 - rib (see Figure 11); 2 - sleeve (see Figure 12)

Figure 10

Table 9

Dimensions in millimetres
Nominal thread diameter	Thread pitch							Theoretical mass of plate, kg
	coarse	fine	limit deviation
			per	per
56	5.5	-	280	106	76	110	20	16.61
64	6		300	120	84	120		19.71
72	-	6	340	133	92	135	25	31.24
80			400	145	100	145		43.01
90			420	158	110	170	30	59.19
100			450	174	120	180		71.21

Drilling of the hole in the anchor plate is performed after welding the sleeve and ribs.

8.6.1 The design and dimensions of the rib shall comply with those shown in Figure 11 and Table 10.

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• Reference dimension

Figure 11 - Rib (item 1 in Figure 10)

Table 10

Dimensions in millimetres
Nominal thread diameter of the hole in the anchor plate	Limit deviation per	Thickness
56	80	10
64	90
72	100
80	110	16
90	130
100	140

8.6.2 The design and dimensions of the sleeve shall comply with those shown in Figure 12 and Table 11.

---

• Reference dimension

Figure 12 - Sleeve (item 2 in Figure 10)

Table 11

Dimensions in millimetres
Nominal thread diameter	56	64	72	80	90	100
Blank diameter	100	110	130	140	160	180
Height of sleeve, limit deviation per	90	100	110	120	140	150

8.7 The design and dimensions of the plug (item 5) shall comply with those shown in Figure 13. Dimensions are given in Table 12 for the pipe and in Table 13 for the anchor plate.

Figure 13 - Plug (item 5 in Figure 6)

Table 12

Dimensions in millimetres
Pipe	60×3.5	89×4	102×4	114×4.5	127×4.5	140×4.5	152×5	168×5	180×5	203×6
Limit deviation per	56	85	98	110	122	135	147	163	175	198
Theoretical mass, kg	0.06	0.13	0.18	0.22	0.28	0.34	0.40	0.49	0.57	0.72

Table 13

Dimensions in millimetres
Nominal thread diameter for the anchor plate	56	64	72	80	90	100	110	125
Limit deviation per	90	95	115		13.0	150	160	170
Theoretical mass, kg	0.15	0.17	0.24		0.31	0.42	0.47	0.53

Examples of designations:

Anchor reinforcement, version 1, for stud mm, length mm:

Anchor reinforcement 1.M24×400 GOST 24379.1-2012

Same, version 2, for stud mm, length mm:

Anchor reinforcement 2.M64×2000 GOST 24379.1-2012

Same, version 3, for stud mm with fine thread pitch 6 mm, length mm:

Anchor reinforcement 3.M100×6×3150 GOST 24379.1-2012

8.8 Limit deviations of dimensions - per GOST 25347 and GOST 25348.

8.9 Thread - per GOST 24705, tolerance class 7H - per GOST 16093.

8.10 Limit deviations of dimensions of the cast plate per accuracy class 3 of GOST 26645.

8.11 Thread chamfer dimensions - per GOST 10549.

8.12 Unspecified casting radii - 5 mm.

8.13 The theoretical mass of anchor reinforcement and pipes is given in Appendix C.

9 Design and dimensions of the expanding collet

9.1 The design and dimensions of the expanding collet shall comply with those shown in Figure 14 and Table 14.

Figure 14 - Expanding collet (item 15 in Figure 1)

Table 14

Dimensions in millimetres
Nominal thread diameter of the stud	Limit deviation per	Limit deviation per									Limit deviation per	, max	Theoretical mass of the collet, kg
			Lim. dev. per		Limit deviation per
12	17	12.5	15	16.5	36	30	24	16	11	7	0.5	0.8	0.03
16	24	17.0	20	23.2	45	36	30	21	14	10	0.8	1.0	0.08
20	30	21.0	25	29.0	60	48	40	26	18	12	1.0	1.2	0.17
24	34	25.0	30	32.5	75	60	54	31	22	15	1.5	1.5	0.25
30	42	32.0	37	32.5	90	72	60	34	27	18	1.5	1.5	0.41
36	50	38.0	42	48.0	105	84	70	47	33	22	2.0	1.5	0.68
42	58	44.0	52	55.5	120	96	80	55	39	25	2.5	2.0	1.06
48	68	50.0	60	65.0	150	120	100	63	43	29	3.0	2.0	1.96

9.2 Limit deviations of dimensions - per GOST 25347.

Designation example:

Expanding collet for stud mm:

Collet M24 GOST 24379.1-2012

10 Design and dimensions of the tapered sleeve

10.1 The design and dimensions of the tapered sleeve shall comply with those shown in Figure 15 and Table 15.

Figure 15 - Tapered sleeve (item 16 in Figure 1)

Table 15

Dimensions in millimetres
Nominal thread diameter of stud	Limit deviation per			Theoretical mass of the sleeve, kg
		Limit deviation per
12	22	24	20	0.03
16	29	32	28	0.06
20	35	40	34	0.11
24	42	48	41	0.20
30	52	60	51	0.36
36	62	72	61	0.67
49	72	84	71	0.94
48	82	96	82	1.41

Designation example:

Sleeve for stud mm:

Sleeve M24 GOST 24379.1-2012

10.2 Limit deviations of dimensions - per GOST 25347.

10.3 Thread - per GOST 24705, tolerance class 7H - per GOST 16093.

10.4 Thread chamfer dimensions - per GOST 10549.

11 Design and dimensions of the washer

11.1 For normal holes in equipment lugs, washers per GOST 11371 shall be used; for oversized holes in equipment lugs, washers per this standard shall be used.

11.2 The design and dimensions of washers shall comply with those shown in Figure 16 and Table 16.

Figure 16 - Washer (item 17 in Figure 1)

Table 16

Dimensions in millimetres
Nominal thread diameter of stud	Limit deviation per	Limit deviation per		Limit radial runout	Theoretical mass of the washer, kg
12	13	36	3	0.5	0.021
16	17	42	4	0.6	0.050
20	21	45	8		0.076
24	25	55			0.120
30	32	80	10	0.7	0.330
36	38	90			0.410
42	44	95	14		0.610
48	50	105			0.740
56	60	115	16	0.8	0.950
64	68	130			1.210
72	76	140	18		1.530
80	85	160	20	0.9	2.270
90	95	180			2.880
100	105	190	22		3.400
110	115	200			3.630
125	130	240	25	1.0	6.300
140	145	270			7.990

Designation example:

Washer for stud with thread diameter mm:

Washer M12 GOST 24379.1-2012

Appendix A (informative). Theoretical mass of bolts types 1, 2, 5 and 6

Appendix A

(informative)

Table A.1

Dimensions in millimetres
Length* of bolt	Theoretical mass of bolt type 1, kg, at nominal thread diameter
	12	16	20	24	30	36	42	48
300	0.35	0.66	-	-	-	-	-	-
400	0.44	0.82	1.32	-	-	-	-	-
500	0.52	0.97	1.57	2.35	-	-	-	-
600	0.61	1.13	1.81	2.71	4.55	-	-	-
710	0.71	1.31	2.09	3.10	5.16	7.59	-	-
800	0.79	1.45	2.31	3.42	5.66	8.31	11.81	-
900	0.88	1.60	2.55	3.77	6.22	9.10	12.89	17.41
1000	0.97	1.77	2.80	4.13	6.77	9.91	13.98	18.83
1120	-	1.95	3.10	4.56	7.43	10.85	15.29	20.53
1250	-	2.15	3.43	5.03	8.15	11.88	16.71	22.38
1320	-	-	3.60	5.28	8.53	12.43	17.47	23.37
1400	-	-	3.79	5.55	8.99	13.10	18.33	24.51
1500	-	-	-	5.90	9.54	13.90	19.42	25.93
1600	-	-	-	6.26	10.10	14.70	20.50	27.35
1700	-	-	-	6.61	10.65	15.50	21.59	28.77
1800	-	-	-	-	11.21	16.29	22.68	30.19
1900	-	-	-	-	11.76	17.09	23.76	31.61
2000	-	-	-	-	12.32	17.89	24.85	33.03
2120	-	-	-	-	-	18.85	26.16	34.73
2240	-	-	-	-	-	19.81	27.47	36.44
2300	-	-	-	-	-	20.29	28.11	37.29
2360	-	-	-	-	-	-	28.76	38.07
2500	-	-	-	-	-	-	30.29	40.13
2650	-	-	-	-	-	-	-	42.26
2800	-	-	-	-	-	-	-	44.39

Table A.2

Dimensions in millimetres
Length* of bolt	Theoretical mass of bolt type 2, kg, version
	1							2					3
	Nominal thread diameter
	16	20	24	30	36	42	48	56	64	72	80	90	100	110	125	140
200	0.92	1.56	-	-	-	-	-	-	-	-	-	-	-	-	-	-
250	0.99	1.69	2.74	4.70	-	-	-	-	-	-	-	-	-	-	-	-
300	1.07	1.81	2.91	4.98	7.60	-	-	-	-	-	-	-	-	-	-	-
350	1.15	1.93	3.09	5.25	7.99	12.21	-	-	-	-	-	-	-	-	-	-
400	1.23	2.06	3.27	5.53	8.39	12.75	17.56	-	-	-	-	-	-	-	-	-
450	1.31	2.18	3.35	5.81	8.79	13.29	18.27	-	-	-	-	-	-	-	-	-
500	1.39	2.30	3.62	6.08	9.19	13.84	18.98	-	-	-	-	-	-	-	-	-
600	1.55	2.55	3.98	6.64	9.99	14.92	20.39	-	-	-	-	-	-	-	-	-
710	1.72	2.82	4.37	7.25	10.87	16.12	21.95	-	-	-	-	-	-	-	-	-
800	1.86	3.04	4.69	7.75	11.59	17.10	23.23	33.99	-	-	-	-	-	-	-	-
900	2.02	3.29	5.04	8.30	12.39	18.18	24.66	35.26	-	-	-	-	-	-	-	-
1000	2.18	3.53	5.40	8.86	13.18	19.27	26.07	38.43	53.60	71.35	-	-	-	-	-	-
1120	2.37	3.84	5.83	9.53	14.14	20.57	27.79	40.14	56.52	74.66	-	-	-	-	-	-
1250	2.57	4.15	6.29	10.25	15.19	21.99	29.63	43.98	59.20	79.16	98.8	-	-	-	-	-
1320	-	4.32	6.54	10.64	15.75	22.75	30.63	44.58	62.56	80.92	101.9	-	-	-	-	-
1400	-	4.52	6.82	11.07	16.38	23.62	31.75	47.30	65.63	85.22	107.7	141.9	-	-	-	-
1500	-	4.77	7.10	11.63	17.18	24.71	33.17	48.57	67.58	87.16	109.4	144.6	-	-	-	-
1600	-	-	7.53	12.18	17.98	25.79	34.59	51.74	71.71	92.1	116.7	153.0	219.1	252.6	-	-
1700	-	-	7.88	12.74	18.77	26.88	36.17	53.96	75.48	95.6	121.1	158.6	225.8	261.5	-	-
1800	-	-	-	13.29	19.57	27.97	37.42	56.18	77.75	99.0	125.6	164.1	232.6	270.3	329.3	408.3
1900	-	-	-	13.85	20.57	29.05	38.84	58.40	81.52	102.5	130.0	169.6	239.4	280.3	339.8	421.3
2000	-	-	-	-	21.17	30.14	40.26	60.61	83.79	106.0	134.5	175.3	246.2	288.1	350.1	434.2
2120	-	-	-	-	22.13	31.44	41.98	63.11	87.25	109.6	139.3	181.3	254.3	298.7	362.6	449.7
2240	-	-	-	-	23.09	32.75	43.68	65.69	91.7	114.3	145.2	188.6	262.5	310.3	375.3	465.3
2500	-	-	-	-	-	35.57	47.37	71.71	98.9	123.3	156.7	203.1	280.2	332.5	402.2	499.0
2800	-	-	-	-	-	-	51.63	78.36	108.0	133.7	170.1	219.8	300.6	359.1	433.4	537.8
3150	-	-	-	-	-	-	-	86.02	118.5	145.9	185.7	242.0	324.4	391.1	470.1	583.2
3350	-	-	-	-	-	-	-	-	-	159.2	203.5	261.4	351.6	426.6	511.9	636.0
4000	-	-	-	-	-	-	-	-	-	-	-	286.5	382.1	465.6	558.4	693.3
4500	-	-	-	-	-	-	-	-	-	-	-	-	416.1	509.9	610.5	758.1
5000	-	-	-	-	-	-	-	-	-	-	-	-	-	-	662.5	822.9

Table A.3

Dimensions in millimetres
Length* of bolt	Theoretical mass of bolt type 5, kg, at nominal thread diameter
	12	16	20	24	30	36	42	48
150	0.18	0.36	0.57	-	-	-	-	-
200	0.23	0.44	0.69	1.04	-	-	-	-
250	0.27	0.51	0.82	1.22	2.17	-	-	-
300	0.32	0.59	0.94	1.39	2.44	3.56	-	-
350	0.36	0.67	1.06	1.57	2.72	3.96	5.66	-
400	0.40	0.75	1.19	1.75	3.00	4.35	6.21	8.33
450	0.45	0.83	1.31	1.93	3.28	4.75	6.75	9.04
500	-	0.91	1.43	2.10	3.55	5.15	7.30	9.75
600	-	1.07	1.68	2.46	4.11	5.95	8.38	11.17
710	-	-	1.95	2.85	4.72	6.83	9.54	12.73
800	-	-	2.17	3.17	5.22	7.55	10.56	13.98
900	-	-	-	3.52	5.77	8.35	11.64	15.43
1000	-	-	-	-	6.33	9.15	12.73	16.85
1120	-	-	-	-	6.99	10.11	14.04	18.55
1250	-	-	-	-	-	11.14	15.45	20.40
1320	-	-	-	-	-	-	16.21	21.39
1400	-	-	-	-	-	-	-	22.53

Table A.4

Dimensions in millimetres
Length* of bolt	Theoretical mass of bolt type 6, kg, version
	1	2	3	1	2	3	1	2	3	1	2	3
	Nominal thread diameter
	12			16			20			24
150	0.23	0.21	0.20	0.47	0.42	0.39	-	-	-	-	-	-
200	0.27	0.26	0.24	0.55	0.50	0.47	0.92	0.80	0.75	-	-	-
250	0.32	0.30	0.29	0.63	0.57	0.55	1.04	0.93	0.87	1.57	1.42	1.32
300	0.36	0.35	0.33	0.71	0.65	0.63	1.17	1.05	1.00	1.75	1.59	1.50
350	0.40	0.39	0.37	0.78	0.73	0.70	1.29	1.17	1.12	1.93	1.77	1.68
400	0.45	0.43	0.42	0.86	0.81	0.73	1.41	1.30	1.24	2.11	1.97	1.86
450	0.49	0.48	0.46	0.94	0.89	0.86	1.54	1.42	1.37	2.28	2.13	2.03
500	0.54	0.52	0.51	1.02	0.97	0.94	1.66	1.54	1.49	2.46	2.30	2.21
600	0.63	0.61	0.60	1.18	1.13	1.10	1.91	1.79	1.74	2.82	2.63	2.57
710	-	-	-	1.35	1.30	1.27	2.18	2.06	2.01	3.21	3.05	2.95
800	-	-	-	-	-	-	2.40	2.28	2.23	3.53	3.37	3.28
900	-	-	-	-	-	-	-	-	-	3.88	3.72	3.63

End of Table A.4

Dimensions in millimetres
Length* of bolt	Theoretical mass of bolt type 6, kg, version
	1	2	3	1		2	3	1	2	3	1		2	3
	Nominal thread diameter
	30			36				42			48
250	2.77	2.53	2.36	-	-		-	-	-	-	-	-		-
300	3.05	2.81	2.64	4.58	4.23		3.90	-	-	-	-	-		-
350	3.33	3.03	2.92	4.98	4.62		4.30	7.27	6.61	6.21	-	-		-
400	3.60	3.36	3.19	5.97	5.02		4.69	7.82	7.15	6.76	11.14	9.74		9.18
450	3.83	3.64	3.47	5.77	5.42		5.09	8.36	7.69	7.30	11.35	10.45		9.89
500	4.16	3.91	3.75	6.17	5.82		5.49	8.90	8.24	7.84	12.51	11.16		10.55
600	4.71	4.47	4.30	6.96	6.62		6.28	9.99	9.32	8.93	13.98	12.53		12.02
710	5.33	5.08	4.92	7.85	7.50		7.17	11.19	10.52	10.13	15.54	14.14		13.58
800	5.82	5.58	5.41	8.56	8.22		7.88	12.17	11.50	11.11	16.82	15.42		14.86
900	6.38	6.13	5.97	9.36	9.02		8.68	13.25	12.58	12.19	18.24	16.85		16.28
1000	6.93	6.69	6.52	10.16	9.81		9.48	14.34	13.67	13.28	19.65	18.26		17.70
1120	7.59	7.36	7.18	11.12	10.77		10.44	15.64	14.97	14.58	21.36	19.98		19.40
1250	-	-	-	12.16	11.82		11.48	17.06	16.39	16.00	23.21	21.82		21.25
1320	-	-	-	-	-		-	17.82	17.15	16.76	24.20	22.82		22.24
1400	-	-	-	-	-		-	-	-	-	25.34	23.94		23.38

Note to Tables A.1, A.2, A.3, A.4 - *Length is taken in accordance with GOST 6636.

Appendix B (informative). Theoretical mass of studs (items 1-4; 7-10)

Appendix B

(informative)

Table B.1

Dimensions in millimetres
Length* of stud	Theoretical mass of stud (items 1 and 2), kg, at nominal thread diameter
	12	16	20	24	30	36	42	48
300	0.30	0.54	-	-	-	-	-	-
400	0.39	0.70	1.12	-	-	-	-	-
500	0.47	0.85	1.37	2.02	-	-	-	-
600	0.56	1.01	1.61	2.38	3.77	-	-	-
710	0.66	1.19	1.89	2.77	4.38	6.43	-	-
800	0.74	1.33	2.11	3.09	4.88	7.15	9.95	-
900	0.83	1.48	2.35	3.44	5.44	7.95	11.03	14.76
1000	0.92	1.65	2.60	3.80	5.99	8.74	12.12	16.18
1120	-	1.8	2.90	4.23	6.65	9.69	13.43	17.63
1250	-	2.05	3.23	4.70	7.37	10.72	14.35	19.73
1320	-	-	3.40	4.95	7.75	11.27	15.61	20.72
1400	-	-	3.59	5.22	8.21	11.94	16.47	21.36
1500	-	-	-	5.57	8.76	12.74	17.56	23.28
1600	-	-	-	5.93	9.32	13.54	18.64	24.70
1700	-	-	-	6.28	9.87	14.34	19.73	26.12
1800	-	-	-	-	10.43	15.13	20.82	27.54
1900	-	-	-	-	10.96	15.93	21.90	28.96
2000	-	-	-	-	11.54	16.73	22.99	30.38
2120	-	-	-	-	-	17.69	24.30	32.08
2240	-	-	-	-	-	18.64	25.61	33.79
2300	-	-	-	-	-	19.13	26.25	34.64
2360	-	-	-	-	-	-	26.90	35.45
2500	-	-	-	-	-	-	28.43	37.48
2650	-	-	-	-	-	-	-	38.61
2800	-	-	-	-	-	-	-	41.71

Table B.2

Dimensions in millimetres
Stud length*	Theoretical mass of stud (items 3, 4, 7 and 9), kg, at nominal thread diameter
	12	16	20	24	30	36	42	48	56	64	72	80	90	100	110	125	140
150	0.13	0.24	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-
200	0.18	0.32	0.49	-	-	-	-	-	-	-	-	-	-	-	-	-	-
250	0.22	0.39	0.62	0.89	1.39	-	-	-	-	-	-	-	-	-	-	-	-
300	0.27	0.47	0.74	1.06	1.67	2.40	-	-	-	-	-	-	-	-	-	-	-
350	0.31	0.55	0.86	1.24	1.94	2.79	3.81	-	-	-	-	-	-	-	-	-	-
400	0.35	0.63	0.99	1.42	2.22	3.19	4.35	5.68	-	-	-	-	-	-	-	-	-
450	0.40	0.71	1.11	1.60	2.50	3.59	4.89	6.39	-	-	-	-	-	-	-	-	-
500	0.44	0.79	1.23	1.77	2.77	3.99	5.44	7.10	-	-	-	-	-	-	-	-	-
600	0.53	0.95	1.48	2.13	3.33	4.79	6.52	8.52	-	-	-	-	-	-	-	-	-
710	-	1.12	1.75	2.52	3.94	5.67	7.72	10.08	-	-	-	-	-	-	-	-	-
800	-	1.26	1.97	2.84	4.44	6.39	8.70	11.36	16.03	-	-	-	-	-	-	-	-
900	-	1.42	2.22	3.19	4.99	7.19	9.78	12.79	18.25	-	-	-	-	-	-	-	-
1000	-	1.58	2.46	3.55	5.55	7.98	10.87	14.20	20.47	26.63	33.33	-	-	-	-	-	-
1120	-	1.77	2.76	3.98	6.22	8.94	12.17	15.92	23.13	30.67	37.49	-	-	-	-	-	-
1250	-	1.97	3.08	4.44	6.94	9.99	13.59	17.76	26.02	33.35	41.99	51.23	-	-	-	-	-
1320	-	-	3.25	4.69	7.33	10.55	14.35	18.76	27.57	36.71	43.75	54.35	-	-	-	-	-
1400	-	-	3.45	4.97	7.76	11.18	15.22	19.88	29.34	38.71	46.52	57.91	71.5	-	-	-	-
1500	-	-	3.70	5.32	8.32	11.98	16.31	21.30	31.56	41.73	49.99	62.36	77.1	-	-	-	-
1600	-	-	-	5.68	8.87	12.78	17.39	22.72	33.78	44.74	53.45	66.81	82.7	100.7	123.8	-	-
1700	-	-	-	6.03	9.43	13.57	18.48	24.13	36.00	47.76	56.91	71.26	88.3	107.5	132.7	-	-
1800	-	-	-	-	9.98	14.37	19.57	25.55	38.22	50.78	60.38	75.72	93.8	114.3	141.6	177.3	221.8
1900	-	-	-	-	10.54	15.17	20.65	26.97	40.44	53.80	63.84	80.17	99.3	121.1	150.5	187.8	234.8
2000	-	-	-	-	-	15.97	21.74	28.39	42.65	56.82	67.31	84.62	104.9	127.9	159.3	198.2	247.7
2120	-	-	-	-	-	16.93	23.04	30.10	45.31	60.44	71.47	89.96	111.6	136.0	169.9	210.7	263.2
2240	-	-	-	-	-	17.89	24.35	31.80	47.98	64.07	75.63	95.30	118.3	144.2	180.5	223.3	278.8
2500	-	-	-	-	-	-	27.17	35.49	53.75	71.92	84.64	106.90	132.8	161.9	203.7	250.2	312.5
2800	-	-	-	-	-	-	-	39.75	60.40	80.98	95.04	120.20	149.5	182.3	230.3	281.5	351.4
3150	-	-	-	-	-	-	-	-	68.22	91.70	107.20	135.80	171.7	206.1	261.3	318.1	396.7
3550	-	-	-	-	-	-	-	-	-	-	121.15	153.60	191.1	233.3	296.7	359.9	448.5
4000	-	-	-	-	-	-	-	-	-	-	-	-	216.2	263.8	336.8	406.4	506.9
4500	-	-	-	-	-	-	-	-	-	-	-	-	-	297.8	381.2	458.5	571.6
5000	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	510.6	636.4

Table B.3

Dimensions in millimetres
Length* of stud	Theoretical mass of stud (items 8 and 10), kg, at nominal thread diameter
	12	16	20	24	30	36	42	48
150	0.15	0.27	-	-	-	-	-	-
200	0.19	0.35	0.55	-	-	-	-	-
250	0.24	0.43	0.67	0.99	1.58	-	-	-
300	0.28	0.51	0.80	1.17	1.86	2.74	-	-
350	0.32	0.58	0.92	1.35	2.14	3.14	4.35	-
400	0.37	0.66	1.04	1.53	2.41	3.53	4.90	6.53
450	0.41	0.74	1.17	1.70	2.69	3.93	5.44	7.24
500	0.46	0.82	1.29	1.88	2.97	4.33	5.98	7.90
600	0.55	0.98	1.54	2.24	3.53	5.12	7.07	9.37
710	-	1.15	1.81	2.63	4.14	6.01	8.26	10.93
800	-	-	2.03	2.95	4.63	6.72	9.25	12.21
900	-	-	-	3.30	5.19	7.52	10.33	13.63
1000	-	-	-	-	5.74	8.32	11.42	15.05
1120	-	-	-	-	6.40	9.28	12.72	16.75
1250	-	-	-	-	-	10.32	14.14	18.60
1320	-	-	-	-	-	-	14.90	19.59
1400	-	-	-	-	-	-	-	20.73

Note to Tables B.1, B.2, B.3 - *Length is adopted in accordance with GOST 6636.

Appendix C (informative). Theoretical mass of anchor reinforcement

Appendix C

(informative)

Table C.1

Dimensions in millimetres
Length* of anchor reinforcement	Theoretical mass of anchor reinforcement, kg, design
	1					2	3	2	3		2	3		2	3	2	3	2		3	2
	Nominal thread diameter
	24	30	36	42	48	56		64			72			80		90		100			110	125
400	4.76	-	-	-	-	-	-	-		-	-		-	-	-	-	-	-	-		-	-
500	5.24	6.02	-	-	-	-	-	-		-	-		-	-	-	-	-	-	-		-	-
600	5.73	6.51	10.57	-	-	-	-	-		-	-		-	-	-	-	-	-	-		-	-
710	6.27	7.05	11.48	14.41	-	-	-	-		-	-		-	-	-	-	-	-	-		-	-
800	6.70	7.48	12.25	15.18	19.94	-	-	-		-	-		-	-	-	-	-	-	-		-	-
900	7.19	7.97	13.09	16.02	20.90	-	-	-		-	-		-	-	-	-	-	-	-		-	-
1000	7.68	8.46	13.92	16.85	21.87	-	-	-		-	-		-	-	-	-	-	-	-		-	-
1120	8.17	9.05	14.93	17.85	23.03	-	-	-		-	-		-	-	-	-	-	-	-		-	-
1250	8.90	9.68	16.02	18.94	24.29	-	-	-		-	-		-	-	-	-	-	-	-		-	-
1320	9.25	10.03	16.63	19.53	24.95	-	-	-		-	-		-	-	-	-	-	-	-		-	-
1400	-	10.42	17.30	20.20	25.73	-	-	-		-	-		-	-	-	-	-	-	-		-	-
1500	-	-	18.14	21.04	26.70	-	-	-		-	-		-	-	-	-	-	-	-		-	-
1600	-	-	-	21.88	27.66	-	-	-		-	-		-	-	-	-	-	-	-		-	-
1700	-	-	-	-	28.63	-	-	-		-	-		-	-	-	-	-	-	-		-	-
1800	-	-	-	-	-	43.85	34.14	-		-	-		-	-	-	-	-	-	-		-	-
2000	-	-	-	-	-	45.78	36.07	62.82		44.13	-		-	-	-	-	-	-	-		-	-
2240	-	-	-	-	-	48.10	38.39	65.72		47.05	87.01		61.8	-	-	-	-	-	-		-	-
2500	-	-	-	-	-	50.62	40.91	68.90		50.21	90.66		65.33	94.37	80.73	-	-	-	-		-	-
2800	-	-	-	-	-	-	-	72.54		53.85	94.32		69.41	99.88	85.24	140.7	110.0	-	-		-	-
3150	-	-	-	-	-	-	-	-		-	98.90		74.17	104.15	90.51	147.0	116.4	181.5	134.6		-	-
3550	-	-	-	-	-	-	-	-		-	-		-	110.16	96.52	154.3	123.6	189.5	142.6		236.0	-
4000	-	-	-	-	-	-	-	-		-	-		-	-	-	162.4	131.8	198.6	151.7		245.7	313.20
4500	-	-	-	-	-	-	-	-		-	-		-	-	-	-	-	208.6	161.7		256.4	337.7

Table C.2

Dimensions in millimetres
Pipe length*	Theoretical mass of pipe, kg, at nominal outer diameter and wall thickness ()
	60×3.5	89×4	102×4	114×4.5	127×4.5	140×4.5	152×5	168×5	180×5	203×6
400	1.95	-	-	-	-	-	-	-	-	-
500	2.44	-	-	-	-	-	-	-	-	-
600	2.93	5.03	-	-	-	-	-	-	-	-
710	3.47	5.95	-	-	-	-	-	-	-	-
800	3.90	6.71	7.74	-	-	-	-	-	-	-
900	4.39	7.55	8.70	-	-	-	-	-	-	-
1000	4.88	8.38	9.67	-	-	-	-	-	-	-
1120	5.47	9.38	10.83	-	-	-	-	-	-	-
1250	6.10	10.47	12.09	-	-	-	-	-	-	-
1320	6.44	11.07	12.76	-	-	-	-	-	-	-
1400	6.83	11.73	13.54	-	-	-	-	-	-	-
1500	-	12.58	14.50	-	-	-	-	-	-	-
1600	-	13.41	15.48	-	-	-	-	-	-	-
1700	-	-	16.43	-	-	-	-	-	-	-
1800	-	-	17.41	-	-	-	-	-	-	-
2000	-	-	19.34	24.30	-	-	-	-	-	-
2240	-	-	21.66	27.22	30.44	-	-	-	-	-
2500	-	-	24.18	30.38	33.97	37.60	-	-	-	-
2800	-	-	-	30.02	38.05	42.11	50.76	-	-	-
3150	-	-	-	-	42.81	47.38	57.11	63.32	-	-
3550	-	-	-	-	-	53.39	64.36	71.35	76.64	-
4000	-	-	-	-	-	-	72.52	80.40	86.36	116.56
4500	-	-	-	-	-	-	-	90.45	97.15	131.13

Note to Tables C.1, C.2 - *Length is adopted in accordance with GOST 6636.

Appendix D (recommended). Examples of bolt installation in foundation

Appendix D

(recommended)

D1 Bent bolts, design 1, are installed before the foundation is concreted (see Figure D.1, example 1).

D2 Bent bolts, design 2, are installed in wells of finished foundations with subsequent filling of the wells with concrete (see Figure D.1, example 2).

D3 Bolts with an anchor plate, designs 1-3, are installed before the foundation is concreted (see Figure D.1, examples 3, 4 and 5).

D4 When installing composite bolts, designs 1 and 2, the lower stud together with the coupling and anchor plate is installed before the foundation is concreted. The upper stud is screwed into the coupling and tack-welded after the equipment is installed (see Figure D.1, example 6), which is erected by the rotation or sliding method.

D5 When installing removable bolts, designs 1-3, the anchor reinforcement is installed before the foundation is concreted, and the studs are installed after the foundation is constructed (see Figure D.1, examples 7-9).

D6 Straight bolts and bolts with a tapered end, designs 1-3, are installed in drilled holes of finished foundations.

Straight bolts are secured using epoxy or siloxane adhesives (see Figure D.1, example 10) or by vibro-caulking with a cement-sand mixture (see Figure D.1, example 11).

Bolts with a tapered end are secured using an expanding collet (see example 12) or cement mortar by vibro-driving the bolt stud into it (see Figure D.1, example 13).

D7 The depth of bolt embedment in concrete (dimension ), the composition and grades of foundation concrete, cement-sand mixture, cement mortar and adhesive are assigned in accordance with applicable regulatory documents approved in the established manner.

Figure D.1 - Examples of bolt installation in foundation, sheet 1

1 - foundation; 2 - grout bed; 3 - equipment or building structure; 4 - well; 5 - concrete with fine aggregate; 6 - drilled hole; 7 - adhesive compound; 8 - cement-sand mixture; 9 - cement mortar

Figure D.1, sheet 2