GOST: softwood lumber, board sizes. GOST: softwood lumber, board sizes Structural defects of wood

GOST 8486-86

Group K21

INTERSTATE STANDARD

SOFTWOOD TIMBER

Specifications

Coniferous sawn timber. Specifications


MKS 79.040
OKP 53 3100

Date of introduction 1988-01-01

INFORMATION DATA

1. DEVELOPED AND INTRODUCED by the Ministry of Forestry, Pulp and Paper and Woodworking Industry of the USSR

2. APPROVED AND ENTERED INTO EFFECT by Resolution of the USSR State Committee on Standards dated September 30, 1986 N 2933

3. IN REPLACE GOST 8486-66

4. The standard fully complies with ST SEV 2369-80

5. REFERENCE REGULATIVE AND TECHNICAL DOCUMENTS

Item number

1.2, 2.6, 2.7

selected

1. Bitches

Allowed in size in fractions of the side width and in quantity on any one-meter length on each side, not more than:

1.1. The fused healthy ones, and in the bars both partially fused and non-fused healthy:

Quantity, pcs.

Quantity, pcs.

Quantity, pcs.

Quantity, pcs.

Quantity, pcs.

face and rib edges: on lumber up to 40 mm thick

Allowed

Full edge

thickness 40 mm or more

1/4,
but not more than 15 mm

Note. The number of knots in beams is not standardized.

1.2. Partially fused and unfused

Allowed in the total number of fused healthy knots in size in fractions of the width of the side and in quantity on any one-meter section of length on each side, no more than:

Quantity, pcs.

Quantity, pcs.

Quantity, pcs.

Quantity, pcs.

Quantity, pcs.

face and rib

edging: on lumber up to 40 mm thick

Full edge

Full edge

thickness 40 mm or more

1.3. Rotten, rotten and tobacco

Not allowed

Allowed in the total number of partially fused and unfused healthy knots of the same size and no more than half of their number

The wood surrounding the tobacco knots should not show signs of rot.

Notes:

1. Knots less than half the maximum allowed size are not taken into account.

2. In lumber with a thickness of 40 mm or more (with the exception of selected grades), oblong and stitched knots with a size along the minor axis of up to 6 mm and a depth of up to 3 mm are allowed without limiting the size along the major axis.

3. The stepson is allowed according to the norms of unfused knots. Not allowed in selected variety.

4. The size of a knot is determined by the distance between the tangents to the contour of the knot, drawn parallel to the longitudinal axis of the lumber. The size of an oblong and stitched knot on the faces of lumber and on all sides of the beams and beams is taken to be half the distance between the tangents drawn parallel to the longitudinal axis of the lumber.

5. In lumber longer than 3 m, it is allowed to have one knot of the size specified in the standards of the adjacent lower grade.

6. On a section of lumber with a length equal to its width, largest amount the size of knots lying on a straight line intersecting the knots in any direction should not exceed the maximum size of permitted knots.

Continuation

Standards for limiting defects in lumber for grades

selected

In lumber for load-bearing structures, the sum of the sizes of all knots located in a section 200 mm long should not exceed the maximum size of permitted knots.

2. Cracks

2.1. Face and edge, including those facing the end

Allowed lengths in fractions of the length of lumber, not more than:

Shallow

Shallow and deep

Deep

2.2. Plate through, including those facing the end

Allowed length in mm, no more:

Allowed total length in fractions of the length of lumber, not more than:

2.3. Face (except for shrinkage cracks)

Not allowed

Allowed on one end with a length in fractions of the width of the lumber, no more than:

Allowed provided that the integrity of the lumber is maintained

Note. The permissible crack sizes are established for lumber with a wood moisture content of no more than 22%; at higher humidity, these crack sizes are halved.

3. Wood structural defects

3.1. Fiber inclination

No more than 5% allowed

Allowed

3.2. Kren

Not allowed

No more than 20% of the area of ​​the lumber face is allowed

Allowed

3.3. Pockets

Single-sided on any one-meter length section are allowed in the amount of 1 piece. length no more than 50 mm

Allowed on any one-meter length of lumber in pieces, no more

Allowed

3.4. Core and double core

Not allowed

Allowed without peeling and radial cracks only in lumber with a thickness of 40 mm or more

Allowed

3.5. Sprouting

Not allowed

Allowed one-sided width in shares of the corresponding side of the lumber, not more than:

Allowed

and length in fractions of the length of lumber, no more:

Not allowed

Allowed to extend in fractions of the length of lumber up to

Allowed

but not more than 1 m

4. Fungal lesions

4.1. Fungal core spots (streaks)

Not allowed

Allowed total area in % of the area of ​​lumber, not more than:

Allowed

4.2. Sapwood fungal stains and mold

Not allowed

Superficial in the form of spots and stripes are allowed. Deep ones are allowed with a total area in % of the area of ​​lumber, not more than:

Allowed

Not allowed

Not allowed

Only variegated sieve core rot is allowed in the form of spots and stripes with a total area of ​​no more than 10% of the area of ​​lumber

5. Biological damage

5.1. Worm-hole

Allowed shallow on ash parts of lumber

Allowed on any one-meter length of lumber in pieces, no more than:

6. Foreign inclusions, mechanical damage and processing defects

6.1. Foreign inclusions (wire, nails, metal fragments, etc.)

Not allowed

6.2. Wane (in edged lumber)

Spicy is not allowed

Blunt and sharp are allowed, provided that the sides are sawn through at least 1/2 of the width, and the edges at least 3/4 of the length of the lumber

Blunt is allowed on faces and edges measuring in fractions of the width of the corresponding sides of the lumber without limitation on length, no more than:

Allowed on certain sections of edges with dimensions in fractions of the edge width, not more than:

and length in fractions of the length of lumber, no more than:

Notes:

1. Bark on wane of export lumber is not allowed.

2. Edged lumber that meets the requirements of a certain grade in all respects, but with wane exceeding the established norm for this grade, is allowed to be converted to unedged lumber while maintaining the grade.

6.3. Bevel cut

In lumber, one end (in export lumber, both ends) must be sawn perpendicular to the longitudinal axis of the lumber. Deviation from the perpendicularity of the end to the face and edge is allowed up to 5% of the width and thickness of the lumber, respectively.

6.4. Risks, waviness, tearing

Allowed within the limits of deviations from the nominal dimensions established in GOST 24454

Allowed with a depth of no more than 3 mm

Allowed

7. Warped

7.1. Longitudinal warping along the face and edge, winging

Allowed deflection in fractions of the length of lumber in %, no more than:

Allowed

Note. In unedged lumber, longitudinal warping along the edge is not standardized.

7.2. Warped-
transverse strength

Allowed deflection in fractions of the width of the lumber in %, no more than:

Allowed

Notes:

1. Warp standards are established for lumber with a moisture content of no more than 22%. With higher humidity, these norms are halved.

2. Wood defects not mentioned in this standard are allowed.

2.7.1. Lumber for plating parts and connections of sea boats, boats of seagoing vessels, gliders, high-speed lake and river boats and sports vessels of the 1st class must meet the requirements of selected grade with the following additions:

the core part in the middle of the length of the lumber must be on the inner face: in the longitudinal sheathing - at least 50%, in the diagonal - at least 25% of the width of the face;

the dimensions of the fused, partially fused and unfused knots taken into account should not exceed 10 mm;

the number of fused knots taken into account should not exceed 1 piece. on any one-meter length of lumber, and partially fused, unfused - 1 piece, per 2 m length of lumber;

the knots taken into account are allowed no closer than 10 mm from the edges of the lumber;

pockets on the outer face of lumber are not allowed.

2.7.2. Lumber for decking sea ​​vessels must meet the requirements of select and first grades for external decks and first and second grades for internal decks with the following additions:

on the best faces of lumber with a width of up to 100 mm inclusive, intended for external decks, the sapwood part is allowed to be no more than 30 mm wide, and the surfaces of the faces must be sawn radially or close to it (without wedge cuts of annual layers);

the knots taken into account are allowed: fused - no closer than 10 mm, partially fused and unfused - no closer than 15 mm from the ribs of the outer face;

on the worst face and the lower halves of the edge area of ​​lumber, fused knots are allowed without limitation, and partially fused and unfused knots are allowed up to 1/3 of the width of the face;

cracks are allowed in lumber for external decks up to 1/4 of the thickness; for internal decks - 1/3 of the thickness of lumber. Cracks in deck lumber are not limited in length;

blunt wane is allowed in deck lumber with a size of no more than 5 mm;

cancer on the best faces and upper halves of the edge area, and pockets on the best face of lumber for external decks are not allowed;

core within the bottom half of deck lumber is permitted.

Note. The quality of deck lumber is assessed based on the best face and the upper halves of the edge area.

(Changed edition, Amendment No. 1).

2.8. Lumber must be sorted by type of processing into edged and unedged, by size and grade (each grade separately).

At the request of the consumer, lumber can be sorted into groups of grades in accordance with the purposes established in the mandatory annex to the standard.

Lumber for export must be sorted in accordance with the order issued by the foreign trade organization.

2.9. The grade, nature of processing, size and type of wood must be indicated in the consumer specification.

3. ACCEPTANCE RULES AND CONTROL METHODS

3.1. Acceptance rules and control methods - according to GOST 6564.

APPLICATION
Mandatory

Varieties
(groups of grades) lumber

Main purposes of lumber

Special shipbuilding - for plating and bracing of sea boats, dinghies, seagoing vessels, gliders, high-speed lake and river boats and 1st class sports vessels, flooring of external and internal decks of sea vessels

Agricultural machinery - for the manufacture of wooden parts of agricultural machines

Car manufacturing - for the production of wooden car parts railways

Shipbuilding

Automotive industry - for the production of wooden parts for truck platforms, trailers and semi-trailers

Bridge construction, road transport

Construction and repair and maintenance needs, elements of load-bearing structures, parts of windows and doors, planed parts, parts of wooden houses, etc.

Production of various woodworking products, including furniture, staves for bulk and dry barrels, special containers

Container and packaging

For use on minor parts in construction, cutting into small workpieces for various purposes



Electronic document text
prepared by Kodeks JSC and verified against:
official publication
Lumber. Specifications:

Sat. GOST. - M.: Standartinform, 2007

Revision of the document taking into account
changes and additions prepared
JSC "Kodeks"

GOST 8486-86

INTERSTATE STANDARD

SOFTWOOD TIMBER

TECHNICAL CONDITIONS

Date of introduction 01.01.88

This standard applies to sawn softwood and establishes technical requirements for lumber intended for use in the national economy and export.

The standard does not apply to resonance and aircraft lumber.

(Changed edition, Amendment No. 3).

1. MAIN PARAMETERS AND DIMENSIONS

Terms and definitions - by GOST 18288.

(Changed edition, Amendment No. 2).

1.3. Symbol should consist of the name of the lumber (board, block, timber), a number indicating the grade, the name of the wood species (coniferous or individual species - pine, spruce, larch, cedar, fir), digital designation cross section(for unedged lumber - thickness) and designations of this standard.

Examples of symbols:

Board- 2 - pine - 32 100- GOST 8486-86

Board - 2 hv. - 32 - GOST 8486 -86

2. TECHNICAL REQUIREMENTS

2.1. Lumber must meet the requirements of this standard and be made from the following wood species: pine, spruce, fir, larch and cedar.

(Amendment).

The purpose of various types of lumber is given in.

(Changed edition, Amendment No. 1, 3).

The moisture content of grade 4 lumber is not standardized.

Antiseptic treatment - according to GOST 10950.

2.4. The quality assessment of lumber, with the exception of deck timber, should be made on the face or edge that is the worst for a given board, and for square beams and beams - on the worst side.

Norms for limiting vices

Standards for limiting defects in lumber for grades

selected

1. Bitches

1.1. The fused healthy ones, and in the bars both partially fused and non-fused healthy:

Allowed in size in fractions of the side width and in quantity on any one-meter length on each side, not more than:

Qty,
PC.

Qty,
PC.

Qty,
PC.

Qty,
PC.

Qty,
PC.

face and rib edges: on lumber up to 40 mm thick

Allowed

Full edge

thickness 40 mm or more

1/4, but not more than 15 mm

Note: The number of knots in beams is not standardized.

1.2. Partially fused and unfused

Allowed in the total number of fused healthy knots in size in fractions of the width of the side and in quantity on any one-meter section of length on each side, no more than:

Qty,
PC.

Qty,
PC.

Qty,
PC.

Qty,
PC.

Qty,
PC.

face and rib

edging: on lumber up to 40 mm thick

Full edge

Full edge

thickness 40 mm or more

1.3. Rotten, rotten and tobacco

Not allowed

Allowed in the total number of partially fused and unfused healthy knots of the same size and no more than half of their number.

The wood surrounding the tobacco knots should not show signs of rot.

Notes:

1. Knots less than half the maximum allowed size are not taken into account.

2. In lumber with a thickness of 40 mm or more (with the exception of selected grades), oblong and stitched knots with a size along the minor axis of up to 6 mm and a depth of up to 3 mm are allowed without limiting the size along the major axis.

3. The stepson is allowed according to the norms of unfused knots. Not allowed in selected variety.

4. The size of a knot is determined by the distance between the tangents to the contour of the knot, drawn parallel to the longitudinal axis of the lumber. The size of an oblong and stitched knot on the faces of lumber and on all sides of the beams and beams is taken to be half the distance between the tangents drawn parallel to the longitudinal axis of the lumber.

5. In lumber longer than 3 m, it is allowed to have one knot of the size specified in the standards of the adjacent lower grade.

6. On a section of lumber with a length equal to its width, the largest sum of the sizes of knots lying on a straight line intersecting the knots in any direction should not exceed the maximum size of permitted knots.

In lumber for load-bearing structures, the sum of the sizes of all knots located in a section 200 mm long should not exceed the maximum size of permissible knots

2. Cracks

2.1. Face and edge, including those facing the end

Allowed lengths in fractions of the length of lumber, not more than:

Shallow

Shallow and deep

Deep

2.2. Plate through, including those facing the end

Allowed length in mm, no more:

Allowed total length in fractions of the length of lumber, not more than:

2.3. Face (except for shrinkage cracks)

Not allowed

Allowed on one end with a length in fractions of the width of the lumber, no more than:

Allowed provided that the integrity of the lumber is maintained

Note: The permissible crack sizes are established for lumber with a wood moisture content of no more than 22%; at higher humidity, these crack sizes are halved.

3. Wood structural defects

3.1. Fiber inclination

No more than 5% is allowed

Allowed

Not allowed

No more than 20% of the area of ​​the lumber face is allowed

Allowed

3.3. Pockets

Single-sided on any one-meter length section are allowed in the amount of 1 piece. no more than 50 mm long

Allowed on any one-meter length of lumber in pieces, no more

Allowed

3.4. Core and double core

Not allowed

Allowed without peeling and radial cracks only in lumber with a thickness of 40 mm or more

Allowed

3.5. Sprouting

Not allowed

Allowed one-sided width in shares of the corresponding side of the lumber, not more than:

Allowed

and length in fractions of the length of lumber, no more:

Not allowed

Allowed to extend in fractions of the length of lumber up to

Allowed

but not more than 1 m

4. Fungal infections

4.1. Fungal core spots (streaks)

Not allowed

Allowed total area in % of the area of ​​lumber, not more than:

Allowed

4.2. Sapwood fungal stains and mold

Not allowed

Superficial in the form of spots and stripes are allowed. Deep ones are allowed with a total area in % of the area of ​​lumber, not more than:

Allowed

Not allowed

Not allowed

Only variegated sieve core rot is allowed in the form of spots and stripes with a total area of ​​no more than 10% of the area of ​​lumber

5. Biological damage

5.1. Worm-hole

Allowed shallow on ash parts of lumber

Allowed on any one-meter length of lumber in pieces, no more than:

6. Foreign inclusions, mechanical damage and processing defects

6.1. Foreign inclusions (wire, nails, metal fragments, etc.)

Not allowed

6.2. Wane (in edged lumber)

Spicy is not allowed

Blunt and sharp are allowed, provided that the sides are sawn at least 1/2 of the width, and the edges are sawn at least 3/4 of the length of the lumber

Blunt is allowed on faces and edges measuring in fractions of the width of the corresponding sides of the lumber without limitation in length, no more than:

Allowed on certain sections of edges with dimensions in fractions of the edge width, not more than:

and length in fractions of the length of lumber, no more than:

Notes:

1. Bark on wane of export lumber is not allowed.

2. Edged lumber that meets the requirements of a certain grade in all respects, but with wane exceeding the established norm for this grade, is allowed to be converted to unedged lumber while maintaining the grade.

6.3. Bevel cut

In lumber, one end (in export lumber, both ends) must be sawn perpendicular to the longitudinal axis of the lumber. Deviation from the perpendicularity of the end to the face and except is allowed up to 5% of the width and thickness of the lumber, respectively.

6.4. Risks, waviness, tearing

Allowed within the limits of deviations from the nominal dimensions established in GOST 24454

Allowed with a depth of no more than 3 mm

Allowed

7. Warped

7.1. Longitudinal warping along the face and edge, winging

Allowed deflection in fractions of the length of lumber in %, no more than:

Allowed

Note: In unedged lumber, longitudinal warping along the edge is not standardized.

7.2. Transverse warpage

Allowed deflection in fractions of the width of the lumber in %, no more than:

Allowed

Notes:

1. Warp standards are established for lumber with a moisture content of no more than 22%. With higher humidity, these norms are halved.

2. Wood defects not mentioned in this standard are allowed.

2.7.1. Lumber for plating parts and connections of sea boats, boats of seagoing vessels, gliders, high-speed lake and river boats and sports vessels of the 1st class must meet the requirements of selected grade with the following additions:

the core part in the middle of the length of the lumber must be on the inner face: in the longitudinal sheathing - at least 50%, in the diagonal - at least 25% of the width of the face;

the dimensions of the fused, partially fused and unfused knots taken into account should not exceed 10 mm;

the number of fused knots taken into account should not exceed 1 piece. on any one-meter length of lumber, and partially fused, unfused - 1 piece. per 2 m length of lumber;

the knots taken into account are allowed no closer than 10 mm from the edges of the lumber;

pockets on the outer face of lumber are not allowed.

2.7.2. Lumber for decking of marine vessels must meet the requirements of select and first grades for external decks and first and second grades for internal decks with the following additions:

on the best faces of lumber with a width of up to 100 mm inclusive, intended for external decks, the sapwood part is allowed to be no more than 30 mm wide, and the surfaces of the faces must be sawn radially or close to it (without wedge cuts of annual layers);

the knots taken into account are allowed: fused - no closer than 10 mm, partially fused and unfused - no closer than 15 mm from the ribs of the outer face;

on the worst face and the lower halves of the edge area of ​​lumber, fused knots are allowed without limitation, and partially fused and unfused knots are allowed up to 1/3 of the width of the face;

cracks are allowed in lumber for external decks up to 1/4 of the thickness; for internal decks - 1/3 the thickness of lumber. Cracks in deck lumber are not limited in length;

blunt wane is allowed in deck lumber with a size of no more than 5 mm;

cancer on the best faces in the upper halves of the edge area, and pockets on the best face of lumber for external decks are not allowed;

core within the bottom half of deck lumber is permitted.

Note: The quality of deck lumber is assessed based on the best face and the upper halves of the edge area.

(Changed edition, Amendment No. 1).

2.8. Lumber must be sorted by type of processing into edged and unedged, by size and grade (each grade separately).

Varieties (groups of varieties)
lumber

Main purposes of lumber

Special shipbuilding - for plating and bracing of sea boats, dinghies, seagoing vessels, gliders, high-speed lake and river boats and 1st class sports vessels, flooring of external and internal decks of sea vessels

Agricultural machinery - for the manufacture of wooden parts of agricultural machines

Car manufacturing - for the manufacture of wooden parts for railway cars

Shipbuilding

Automotive industry - for the production of wooden parts for truck platforms, trailers and semi-trailers

Motor industry, transport industry

Construction and repair and maintenance needs, elements of load-bearing structures, parts of windows and doors, planed parts, parts of wooden houses, etc.

Production of various woodworking products, including furniture, staves for bulk and dry barrels, special containers

Container and packaging

For use on minor parts in construction, cutting into small workpieces for various purposes

1. DEVELOPED AND INTRODUCED by the Ministry of Forestry, Pulp and Paper and Woodworking Industry of the USSR

2. APPROVED AND ENTERED INTO EFFECT by Resolution of the USSR State Committee on Standards dated September 30, 1986 No. 2933

4. The standard fully complies with ST SEV 2369-80

5. REFERENCE REGULATIVE AND TECHNICAL DOCUMENTS

6. The validity period was lifted according to Protocol No. 3-93 of the Interstate Council for Standardization, Metrology and Certification (IUS 5-6-93)

7. EDITION (September 2007) with Amendments No. 1, 2, 3, approved in December 1987, September 1988, February 1990 (IUS 3-88, 1-89, 5-90)

INTERSTATE STANDARD

Date of introduction01.01.88

This standard applies to softwood lumber and establishes technical requirements to lumber intended for use in national economy and for export.

The standard does not apply to resonance and aircraft lumber.

1. MAIN PARAMETERS AND DIMENSIONS

1.1. Lumber is divided into edged, unedged, boards, beams and beams.

Terms and definitions - according to GOST 18288.

1.2. Nominal dimensions of lumber and maximum deviations from nominal dimensions are in accordance with GOST 24454.

By agreement with the consumer, lumber with gradations in length, size and permissible deviations established in GOST 9302 and GOST 26002 are allowed for the domestic market.

(Changed edition, Amendment No. 2).

1.3. The symbol must consist of the name of the lumber (board, block, timber), a number indicating the grade, the name of the wood species (coniferous or individual breeds- pine, spruce, larch, cedar, fir), digital designation of the cross section (for unedged lumber - thickness) and designation of this standard.

Examples of symbols:

Board – 2 – pine – 32x100 – GOST 8486-86

Board – 2 pieces – 32 – GOST 8486-86

2. TECHNICAL REQUIREMENTS

2.1. Lumber must meet the requirements of this standard and be made from the following wood species: pine, spruce, fir, larch and cedar.

2.2. Based on the quality of wood and processing, boards and bars are divided into five grades (selected, 1, 2, 3, 4th), and beams - into four grades (1, 2, 3, 4th) and must meet the requirements specified in table. The purpose of various grades of lumber is given in the mandatory appendix.

2.3. Sawn timber of selected, 1st, 2nd, 3rd grades is produced dry (with a moisture content of no more than 22%), raw (with a moisture content of more than 22%) and raw antiseptic. During the period from May 1 to October 1, the production of raw antiseptic and raw lumber is allowed by agreement with the consumer (customer).

The moisture content of grade 4 lumber is not standardized.

Antiseptic treatment - according to GOST 10950.

2.4. The quality assessment of lumber, with the exception of deck timber, should be made on the face or edge that is the worst for a given board, and for square beams and beams - on the worst side.

2.5. The surface roughness parameter of lumber Rmmax should not exceed 1250 microns for selected, 1st, 2nd and 3rd grades, and for the 4th grade – 1600 microns according to GOST 7016.

2.4; 2.5. (Amended edition, Rev. No. 3).

2.6. Non-parallelism of faces and edges in edged lumber, as well as faces in unedged lumber, is allowed within the limits of deviations from the nominal dimensions established by GOST 24454.

2.7. Additional requirements for lumber intended for special shipbuilding

2.7.1. Lumber for plating parts and connections of sea boats, boats of seagoing vessels, gliders, high-speed lake and river boats and sports vessels of the 1st class must meet the requirements of selected grade with the following additions:

the core part in the middle of the length of the lumber must be on the inner face: in the longitudinal sheathing - at least 50%, in the diagonal - at least 25% of the width of the face;

the dimensions of the fused, partially fused and unfused knots taken into account should not exceed 10 mm;

the number of fused knots taken into account should not exceed 1 piece. on any one-meter length of lumber, and partially fused, unfused - 1 piece. per 2 m length of lumber;

the knots taken into account are allowed no closer than 10 mm from the edges of the lumber;

pockets on the outer face of lumber are not allowed.

2.7.2. Lumber for decking of marine vessels must meet the requirements of select and first grades for external decks and first and second grades for internal decks with the following additions:

on the best faces of lumber with a width of up to 100 mm inclusive, intended for external decks, the sapwood part is allowed to be no more than 30 mm wide, and the surfaces of the faces must be sawn radially or close to it (without wedge cuts of annual layers);

the knots taken into account are allowed: fused - no closer than 10 mm, partially fused and unfused - no closer than 15 mm from the ribs of the outer face;

on the worst face and the lower halves of the edge area of ​​lumber, fused knots are allowed without limitation, and partially fused and unfused knots are allowed up to 1/3 of the width of the face;

cracks are allowed in lumber for external decks up to a depth of ½ thickness; for internal decks - 1/3 of the thickness of lumber. Cracks in deck lumber are not limited in length;

blunt wane is allowed in deck lumber with a size of no more than 5 mm;

cancer on the best faces and upper halves of the edge area, and pockets on the best face of lumber for external decks are not allowed;

core within the bottom half of deck lumber is permitted.

Note. The quality of deck lumber is assessed based on the best face and the upper halves of the edge area.

(Changed edition, Amendment No. 1).

2.8. Lumber must be sorted by type of processing into edged and unedged, by size and grade (each grade separately).

At the request of the consumer, lumber can be sorted into groups of grades in accordance with the purposes established in the mandatory annex to the standard.

Lumber for export must be sorted in accordance with the order issued by the foreign trade organization.

2.9. The grade, nature of processing, size and type of wood must be indicated in the consumer specification.


Norms for limiting vices

Wood defects

according to GOST 2140-81

selected

1. Knots

Allowed in size in fractions of the side width and in quantity on any one-meter length on each side, not more than:

1.1. Fused healthy ones, and in the bars both partially fused and unfused healthy:

face and rib

Allowed

edging: on lumber up to 40mm thick

thickness 40 mm or more

Note. The number of knots in beams is not standardized.

1.2. Partially fused and unfused

Allowed in the total number of fused healthy knots in size in fractions of the width of the side and in quantity on any one-meter section of length on each side, no more than:

face and rib

Decayed

edging: on lumber up to 40 mm thick

thickness 40 mm or more

1.3. Rotten, rotten and tobacco

not allowed

Allowed in the total number of partially fused and unfused healthy knots of the same size and no more than half of their number.

The wood surrounding the tobacco knots should not show signs of rot.

Notes:

1. Knots less than half the maximum size allowed are not taken into account.

2. In lumber with a thickness of 40 mm or more (with the exception of selected grades), oblong and stitched knots with a size along the minor axis of up to 6 mm and a depth of up to 3 mm are allowed without limiting the size along the major axis.

3. The stepson is allowed according to the norms of unfused knots. Not allowed in selected variety

4. The size of a knot is determined by the distance between the tangents to the contour of the knot, drawn parallel to the longitudinal axis of the lumber. The size of an oblong and stitched knot on the faces of lumber and on all sides of the beams and beams is taken to be half the distance between the tangents drawn parallel to the longitudinal axis of the lumber.

5. In lumber longer than 3 m, it is allowed to have one knot of the size specified in the standards of the adjacent lower grade.

6. On a section of lumber with a length equal to its width, the largest sum of the sizes of knots lying on a straight line intersecting the knots in any direction should not exceed the maximum size of permitted knots.

Standards for limiting defects in lumber for grades

selected

2. Cracks

In lumber for load-bearing structures, the sum of the sizes of all knots located in a section 200 mm long should not exceed the maximum size of permitted knots.

2.1. Face and edge, including those facing the end

Allowed length in fractions of the length of lumber, no more

Shallow Shallow and deep

integrity

lumber

Deep

2.2. Plate through, including those facing the end

Allowed length in mm, no more:

Allowed total length in fractions of the length of lumber, no more

2.3. Face (except for shrinkage cracks)

Not allowed

Allowed on one end with a length in fractions of the width of the lumber, not more than:

Allowed subject to preservation

lumber integrity

Note. The permissible crack sizes are established for lumber with a wood moisture content of no more than 22%; at higher humidity, these crack sizes are halved.

3. Defects in the structure of wood

3.1.Inclination of fibers

No more than 5% is allowed

Allowed

Not allowed

No more than 20% of the area is allowed

face of lumber

Allowed

3.3. Pockets

One-sided ones are allowed

any one-meter length section in

quantity 1 pc. length no more than 50 mm

Allowed on any one-meter length of lumber in pieces, no more than:

Allowed

3.4. Core and double core

Not allowed

Allowed without peeling and radial cracks only in lumber with a thickness of 40 mm or more

Allowed

3.5. Sprouting

Not allowed

Allowed one-sided width in shares of the corresponding side of the lumber, not more than:

Allowed

and length in fractions of the length of lumber, no more:

Not allowed

Allowed to extend in fractions of the length of lumber up to

Allowed

1/5, but not more than 1 m

4. Fungal infections

4.1. Mushroom poisonous spots (stripes)

Not allowed

Allowed total area in % of the area of ​​lumber, not more than:

Allowed

4.2. Sapwood fungal stains and mold

Not allowed

Superficial in the form of spots and stripes are allowed. Deep ones are allowed with a total area in % of the area of ​​lumber, not more than:

Allowed

Not allowed

Not allowed

Only variegated sieve core rot is allowed in the form of spots and stripes with a total area of ​​no more than 10% of the area of ​​lumber

5. Biological damage

5.1. Worm-hole

Allowed shallow on ash parts of lumber

Allowed on any one-meter length of lumber in pieces, no more than:

6. Foreign inclusions, mechanical damage and processing defects

6.1. Foreign inclusions (wire, nails, metal fragments, etc.)

Not allowed

6.2. Wane (in edged lumber)

Spicy is not allowed

Blunt is allowed on faces and edges measuring in fractions of the width of the corresponding sides of the lumber without limitation in length, no more than:

Dull and sharp are allowed, provided that the surfaces are sawn at least 1/2

width, but the edges are not

Allowed on certain sections of edges with dimensions in fractions of the edge width, not more than:

less than 3/4 of the length

lumber

and length in fractions of the length of lumber, no more than:

Notes:

1. Bark on wane of export lumber is not allowed.

2. Edged lumber that meets the requirements of a certain grade in all respects, but with wane exceeding the established norm for this grade, is allowed to be converted to unedged lumber while maintaining the grade.

6.3. Bevel cut

In lumber, one end (in export lumber, both ends) must be sawn perpendicular to the longitudinal axis of the lumber. Deviation from the perpendicularity of the end to the face and edge is allowed up to 5% of the width and thickness of the lumber, respectively.

6.4. Risks, waviness, tearing

Allowed within the limits of deviations from the nominal dimensions established in GOST 24454-80

Allowed with a depth of no more than 3 mm

Allowed

7. Warped

7.1. Longitudinal warping along the face and edge, winging

Allowed deflection in fractions of the length of lumber in %, no more than:

Allowed

Note. In unedged lumber, longitudinal warping along the edge is not standardized.

7.2. Transverse warpage

Allowed deflection in fractions of the width of the lumber in %, no more than:

Allowed

Notes:

1. Warp standards are established for lumber with a moisture content of no more than 22%. With higher humidity, these norms are halved.

2. Wood defects not mentioned in this standard are allowed.

(Changed edition, Amendment No. 1, 3).


3. ACCEPTANCE RULES AND CONTROL METHODS

3.1. Acceptance rules and control methods - according to GOST 6564.

4. MARKING, TRANSPORTATION AND STORAGE

4.1. Labeling, packaging and transportation of lumber must be carried out in accordance with GOST 6564 and GOST 19041.

Dimensions of transport packages - according to GOST 16369.

4.2. Storage of lumber - in accordance with GOST 3808.1 and GOST 19041.

APPLICATION

Mandatory

(groups of varieties)

lumber

Main purposes of lumber

Special shipbuilding - for plating and bracing of sea boats, dinghies, seagoing vessels, gliders, high-speed lake and river boats and 1st class sports vessels, flooring of external and internal decks of sea vessels

Agricultural machinery - for the manufacture of wooden parts of agricultural machines

Car manufacturing – for the manufacture of wooden parts for railway cars

Shipbuilding

Automotive industry – for the production of wooden parts for truck platforms, trailers and semi-trailers

Bridge construction, road transport

Construction and repair and maintenance needs, elements of load-bearing structures, parts of windows and doors, planed parts, parts of wooden houses, etc.

Production of various woodworking products, including furniture, staves for bulk and dry barrels, special containers

Container and packaging

For use on minor parts in construction, cutting into small workpieces for various purposes

INFORMATION DATA

1. DEVELOPED AND INTRODUCED by the Ministry of Forestry, Pulp and Paper and Woodworking Industry of the USSR

DEVELOPERS

P.F. Kuropteev, G.M. Vaskova

2. APPROVED AND ENTERED INTO EFFECT BY RESOLUTION OF THE USSR State Committee on Standards dated September 30, 1986 No. 2933

3. The standard fully complies with ST SEV 2369-80

4. INSTEAD GOST 8486-66

5. REFERENCE REGULATIVE AND TECHNICAL DOCUMENTS

6. The validity period was lifted according to Protocol No. 3-93 of the Interstate Council for Standardization, Metrology and Certification

7. REISSUE with Amendments No. 1, 2, 3, approved in December 1987, September 1988, February 1990 (IUS 3-88, 1-89, 5-90)


6. The validity period was lifted according to Protocol No. 3-93 of the Mechanized State Council for Standardization, Metrology and Certification (IUS 5-6-93)

7. EDITION (September 2007) with Amendments No. 1, 2, 3, approved in December 1987, September 1988, February 1990 (IUS 3-88,1-89, 5-90)


An amendment was made, published in IUS No. 12, 2013

Amendment made by database manufacturer


This standard applies to sawn softwood and establishes technical requirements for lumber intended for use in the national economy and export.

The standard does not apply to resonance and aircraft lumber.

(Changed edition, Amendment No. 3)

1. MAIN PARAMETERS AND DIMENSIONS

1.1. Lumber is divided into edged, unedged, boards, beams and beams.

Terms and definitions - according to GOST 18288.

1.2. Nominal dimensions of lumber and maximum deviations from nominal dimensions are in accordance with GOST 24454.

By agreement with the consumer, lumber with gradations in length, size and permissible deviations established in GOST 9302 and GOST 26002 are allowed for the domestic market.

(Changed edition, Amendment No. 2).

1.3. The symbol must consist of the name of the lumber (board, block, timber), a number indicating the grade, the name of the wood species (softwood - coniferous or individual species - pine, spruce, larch, cedar, fir), digital designation of the cross section (for unedged lumber - thickness) and designations of this standard.

Examples of symbols:

Board - 2 - pine - 32x100 - GOST 8486-86

Board - 2 pieces - 32 - GOST 8486-86

2. TECHNICAL REQUIREMENTS

2.1. Lumber must meet the requirements of this standard and be made from the following wood species: pine, spruce, fir, larch and cedar.

(Amendment. IUS N 12-2013).

2.2. Based on the quality of wood and processing, boards and bars are divided into five grades (selected 1, 2, 3, 4th), and beams - into four grades (1, 2, 3, 4th) and must meet the requirements specified in the table .

The purpose of various grades of lumber is given in the mandatory appendix.

(Changed edition, Amendment No. 1, 3).

2.3. Sawn timber of selected, 1st, 2nd, 3rd grades is produced dry (with a moisture content of no more than 22%), raw (with a moisture content of more than 22%) and raw antiseptic. During the period from May 1 to October 1, the production of raw antiseptic and raw lumber is allowed by agreement with the consumer (customer).

The moisture content of grade 4 lumber is not standardized.

Antiseptic treatment - according to GOST 10950.

2.4. The quality assessment of lumber, with the exception of deck timber, should be made on the face or edge that is the worst for a given board, and for square beams and beams - on the worst side.

2.5. The surface roughness parameter of lumber should not exceed 1250 microns for selected, 1st, 2nd and 3rd grades, and for the 4th grade - 1600 microns according to GOST 7016.

2.4, 2.5. (Changed edition, Amendment No. 3).

2.6. Non-parallelism of faces and edges in edged lumber, as well as faces in unedged lumber, is allowed within the limits of deviations from the nominal dimensions established by GOST 24454.

2.7. Additional requirements for lumber intended for special shipbuilding

Norms for limiting vices

selected

1. Bitches

Allowed in size in fractions of the side width and in quantity on any one-meter length on each side, not more than:

1.1. The fused healthy ones, and in the bars both partially fused and non-fused healthy:

Quantity, pcs.

Quantity, pcs.

Quantity, pcs.

Quantity, pcs.

Quantity, pcs.

face and rib edges: on lumber up to 40 mm thick

Allowed

Full edge

thickness 40 mm or more

1/4,
but not more than 15 mm

Note. The number of knots in beams is not standardized.

1.2. Partially fused and unfused

Allowed in the total number of fused healthy knots in size in fractions of the width of the side and in quantity on any one-meter section of length on each side, no more than:

Quantity, pcs.

Quantity, pcs.

Quantity, pcs.

Quantity, pcs.

Quantity, pcs.

face and rib

edging: on lumber up to 40 mm thick

Full edge

Full edge

thickness 40 mm or more

1.3. Rotten, rotten and tobacco

Not allowed

Allowed in the total number of partially fused and unfused healthy knots of the same size and no more than half of their number

The wood surrounding the tobacco knots should not show signs of rot.

Notes:

1. Knots less than half the maximum allowed size are not taken into account.

2. In lumber with a thickness of 40 mm or more (with the exception of selected grades), oblong and stitched knots with a size along the minor axis of up to 6 mm and a depth of up to 3 mm are allowed without limiting the size along the major axis.

3. The stepson is allowed according to the norms of unfused knots. Not allowed in selected variety.

4. The size of a knot is determined by the distance between the tangents to the contour of the knot, drawn parallel to the longitudinal axis of the lumber. The size of an oblong and stitched knot on the faces of lumber and on all sides of the beams and beams is taken to be half the distance between the tangents drawn parallel to the longitudinal axis of the lumber.

5. In lumber longer than 3 m, it is allowed to have one knot of the size specified in the standards of the adjacent lower grade.

6. On a section of lumber with a length equal to its width, the largest sum of the sizes of knots lying on a straight line intersecting the knots in any direction should not exceed the maximum size of permitted knots.

Continuation

Standards for limiting defects in lumber for grades

selected

In lumber for load-bearing structures, the sum of the sizes of all knots located in a section 200 mm long should not exceed the maximum size of permitted knots.

2. Cracks

2.1. Face and edge, including those facing the end

Allowed lengths in fractions of the length of lumber, not more than:

Shallow

Shallow and deep

Deep

2.2. Plate through, including those facing the end

Allowed length in mm, no more:

Allowed total length in fractions of the length of lumber, not more than:

2.3. Face (except for shrinkage cracks)

Not allowed

Allowed on one end with a length in fractions of the width of the lumber, no more than:

Allowed provided that the integrity of the lumber is maintained

Note. The permissible crack sizes are established for lumber with a wood moisture content of no more than 22%; at higher humidity, these crack sizes are halved.

3. Wood structural defects

3.1. Fiber inclination

No more than 5% allowed

Allowed

3.2. Kren

Not allowed

No more than 20% of the area of ​​the lumber face is allowed

Allowed

3.3. Pockets

Single-sided on any one-meter length section are allowed in the amount of 1 piece. length no more than 50 mm

Allowed on any one-meter length of lumber in pieces, no more

Allowed

3.4. Core and double core

Not allowed

Allowed without peeling and radial cracks only in lumber with a thickness of 40 mm or more

Allowed

3.5. Sprouting

Not allowed

Allowed one-sided width in shares of the corresponding side of the lumber, not more than:

Allowed

and length in fractions of the length of lumber, no more:

Not allowed

Allowed to extend in fractions of the length of lumber up to

Allowed

but not more than 1 m

4. Fungal lesions

4.1. Fungal core spots (streaks)

Not allowed

Allowed total area in % of the area of ​​lumber, not more than:

Allowed

4.2. Sapwood fungal stains and mold

Not allowed

Superficial in the form of spots and stripes are allowed. Deep ones are allowed with a total area in % of the area of ​​lumber, not more than:

Allowed

Not allowed

Not allowed

Only variegated sieve core rot is allowed in the form of spots and stripes with a total area of ​​no more than 10% of the area of ​​lumber

5. Biological damage

5.1. Worm-hole

Allowed shallow on ash parts of lumber

Allowed on any one-meter length of lumber in pieces, no more than:

6. Foreign inclusions, mechanical damage and processing defects

6.1. Foreign inclusions (wire, nails, metal fragments, etc.)

Not allowed

6.2. Wane (in edged lumber)

Spicy is not allowed

Blunt and sharp are allowed, provided that the sides are sawn through at least 1/2 of the width, and the edges at least 3/4 of the length of the lumber

Blunt is allowed on faces and edges measuring in fractions of the width of the corresponding sides of the lumber without limitation on length, no more than:

Allowed on certain sections of edges with dimensions in fractions of the edge width, not more than:

and length in fractions of the length of lumber, no more than:

Notes:

1. Bark on wane of export lumber is not allowed.

2. Edged lumber that meets the requirements of a certain grade in all respects, but with wane exceeding the established norm for this grade, is allowed to be converted to unedged lumber while maintaining the grade.

6.3. Bevel cut

In lumber, one end (in export lumber, both ends) must be sawn perpendicular to the longitudinal axis of the lumber. Deviation from the perpendicularity of the end to the face and edge is allowed up to 5% of the width and thickness of the lumber, respectively.

6.4. Risks, waviness, tearing

Allowed within the limits of deviations from the nominal dimensions established in GOST 24454

Allowed with a depth of no more than 3 mm

Allowed

7. Warped

7.1. Longitudinal warping along the face and edge, winging

Allowed deflection in fractions of the length of lumber in %, no more than:

Allowed

Note. In unedged lumber, longitudinal warping along the edge is not standardized.

7.2. Warped-
transverse strength

Allowed deflection in fractions of the width of the lumber in %, no more than:

Allowed

Notes:

1. Warp standards are established for lumber with a moisture content of no more than 22%. With higher humidity, these norms are halved.

2. Wood defects not mentioned in this standard are allowed.

2.7.1. Lumber for plating parts and connections of sea boats, boats of seagoing vessels, gliders, high-speed lake and river boats and sports vessels of the 1st class must meet the requirements of selected grade with the following additions:

the core part in the middle of the length of the lumber must be on the inner face: in the longitudinal sheathing - at least 50%, in the diagonal - at least 25% of the width of the face;

the dimensions of the fused, partially fused and unfused knots taken into account should not exceed 10 mm;

the number of fused knots taken into account should not exceed 1 piece. on any one-meter length of lumber, and partially fused, unfused - 1 piece, per 2 m length of lumber;

the knots taken into account are allowed no closer than 10 mm from the edges of the lumber;

pockets on the outer face of lumber are not allowed.

2.7.2. Lumber for decking of marine vessels must meet the requirements of select and first grades for external decks and first and second grades for internal decks with the following additions:

on the best faces of lumber with a width of up to 100 mm inclusive, intended for external decks, the sapwood part is allowed to be no more than 30 mm wide, and the surfaces of the faces must be sawn radially or close to it (without wedge cuts of annual layers);

the knots taken into account are allowed: fused - no closer than 10 mm, partially fused and unfused - no closer than 15 mm from the ribs of the outer face;

on the worst face and the lower halves of the edge area of ​​lumber, fused knots are allowed without limitation, and partially fused and unfused knots are allowed up to 1/3 of the width of the face;

cracks are allowed in lumber for external decks up to 1/4 of the thickness; for internal decks - 1/3 of the thickness of lumber. Cracks in deck lumber are not limited in length;

blunt wane is allowed in deck lumber with a size of no more than 5 mm;

cancer on the best faces and upper halves of the edge area, and pockets on the best face of lumber for external decks are not allowed;

core within the bottom half of deck lumber is permitted.

Note. The quality of deck lumber is assessed based on the best face and the upper halves of the edge area.

(Changed edition, Amendment No. 1).

2.8. Lumber must be sorted by type of processing into edged and unedged, by size and grade (each grade separately).

At the request of the consumer, lumber can be sorted into groups of grades in accordance with the purposes established in the mandatory annex to the standard.

Lumber for export must be sorted in accordance with the order issued by the foreign trade organization.

2.9. The grade, nature of processing, size and type of wood must be indicated in the consumer specification.

3. ACCEPTANCE RULES AND CONTROL METHODS

3.1. Acceptance rules and control methods - according to GOST 6564.

APPENDIX (required)

APPLICATION
Mandatory

Varieties
(groups of grades) lumber

Main purposes of lumber

Special shipbuilding - for plating and bracing of sea boats, dinghies, seagoing vessels, gliders, high-speed lake and river boats and 1st class sports vessels, flooring of external and internal decks of sea vessels

Agricultural machinery - for the manufacture of wooden parts of agricultural machines

Car manufacturing - for the manufacture of wooden parts for railway cars

Shipbuilding

Automotive industry - for the production of wooden parts for truck platforms, trailers and semi-trailers

Bridge construction, road transport

Construction and repair and maintenance needs, elements of load-bearing structures, parts of windows and doors, planed parts, parts of wooden houses, etc.

Production of various woodworking products, including furniture, staves for bulk and dry barrels, special containers

Container and packaging

For use on minor parts in construction, cutting into small workpieces for various purposes



Electronic document text
prepared by Kodeks JSC and verified against:
official publication
Lumber. Specifications:

Sat. GOST. - M.: Standartinform, 2007

Revision of the document taking into account
changes and additions prepared
JSC "Kodeks"

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