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Mounting unit for crane rails to steel crane beams. Specifications Assembly for fastening crane rails to steel crane beams

Price 3 kopecks.

STATE STANDARD

USSR UNION

TECHNICAL CONDITIONS

GOST 24741-81

Official publication

USSR STATE COMMITTEE FOR CONSTRUCTION

DEVELOPED by the Order of the Red Banner of Labor by the Central Research and Development design institute construction metal structures (TsNIIproektstalkonstruktsiya) of the USSR State Construction Committee

PERFORMERS

I. M. Sorokina (topic leader), L. A. Peskova, E. M. Kuleshova

INTRODUCED to the Order of the Red Banner of Labor by the Central Research and Design Institute of Building Metal Structures (TsNIIproektstalkonstruktsiya) of the USSR State Construction Committee

Director N. P. Melnikov

APPROVED AND ENTERED INTO EFFECT by Resolution of the USSR State Committee for Construction Affairs dated May 4, 1981 No. 60

UDC 691.88:621.88:006.354 Group Zh34

STATE STANDARD OF THE USSR UNION

ATTACHMENT UNIT OF CRANE RAILS TO STEEL CRANE BEAM

Specifications

Joint for connection of crane rails to steel crane girders. Specifications.

By Decree of the USSR State Committee for Construction Affairs dated May 4, 1981 No. 60, the implementation period was established

from 01.01. 1982

Failure to comply with the standard is punishable by law

This standard applies to the attachment point for crane rails in accordance with GOST 4121-76 to steel crane beams for general-purpose electric overhead cranes of light, medium and heavy duty, used in buildings and on open crane trestles with a calculated seismicity of up to 9 points inclusive and operated in areas with an estimated outside air temperature of minus 65°C and above.

1. DESIGN AND DIMENSIONS

1.1. The design of the fastening unit must correspond to that indicated in the drawing. 1.

Official publication

Reproduction is prohibited

© Standards Publishing House, 1981


U-thrust bar; 2-clamping bar; 3-bolt; 4-nut; 5-washer

*Size for reference.

1.2. Brand of fastening unit depending on the type of crane

rail and the design temperature of the outside air of the construction area (hereinafter referred to as the design temperature), the distance from the axis of the crane beam to the axis of the fastening unit, as well as the designations of the parts must correspond to those indicated in the table. 1.

1.3. The design and dimensions of the thrust bars must correspond to those indicated in the drawing. 2 and in table. 2.


*Dimensions for reference.

Table 1

Mounting unit brand

crane

Distance from the axis of the crane beam to the axis of the attachment unit in mm

clamping

Design temperature

Part designation

M 24.4 GOST 15526-70

Minus 40°C and above

Below minus 40 to minus 65°С

Note. The length of bolt I should be taken:

(80+6) mm - for fastening rails of types K P70, Shch OTO;

(85+6) mm » ) > type KR120,

where 80 and 85 are the sum of the thicknesses of the strips, taking into account the possible inclined position of the clamping strip, washer, nuts and the protruding part of the bolt; b-thickness of the upper chord of the crane beam, mm, in this case the length dimensions specified in the standards for bolts should be taken into account.

dj -3 c. 8-I.r/rz 1DOJ

table 2

Dimensions in mm

Example symbol thrust bar U1 for a design temperature of minus 40°C and above:

Plank VI GOST 24741-81

The same, for a design temperature below minus 40 to minus 65°C:

Plank U1HL GOST 24741-81

1.4. The design and dimensions of the clamping strips must correspond to those indicated in the drawing. 3 and in table. 3.


TspolNSHUE 2

Lines g and da



Dimensions for reference

Dimensions in mm

Table 3

An example of a designation for a pressure strip P1, version 1, for a design temperature of minus 40°C and above:

Plank P1 GOST 24741-81

The same, version 2 for design temperatures below minus 40 to minus 65°C.

Plank P1HL-2 GOST 24741-81

An example of a symbol for a fastening unit of grade 70 with a clamping strip of version 1 for a design temperature of minus 40°C and above:

Fastening 70 GOST 24741-81

The same, version 2 for design temperatures below minus 40 to minus 65°C:

Fastening 70ХЛ-2 GOST 24741-81

2. TECHNICAL REQUIREMENTS

2.1. Thrust and clamping strips must be manufactured in accordance with the requirements of this standard and SNiP Sh-18-75 according to the KMD working drawings approved in in the prescribed manner.

2.2. The material of the clamping and thrust strips is steel according to GOST 380-71 of the following grades:

VStZkp2 - for a design temperature of minus 40°C and above;

VStZGpsb or VStZspb - for a design temperature below minus 40 to minus 65°C inclusive.

It is allowed to use steel according to GOST 23570-79 of the following grades:

18kp instead of VStZkp2;

18Gps or 18sp instead of VStZGpsb and VStZspb.

2.3. Bolts intended for operation at a design temperature of minus 40°C and above must be tested for tensile strength in accordance with GOST 1759-70, at a design temperature below minus 40 to minus 65°C - additionally tested for tensile strength on an oblique washer and impact strength in accordance with GOST 1759-70.

2.4. The maximum deviations of linear dimensions from the nominal ones, as well as the surface roughness of the planks, must correspond to those indicated in the drawing. 2 and 3.

2.5. Maximum deviations of the diameters of the holes of the clamping bars from the nominal ones - according to ST SEV 144-75.

3. COMPLETENESS

3.1. Parts of crane rail fastening units must be supplied by the manufacturer as a set.

The kit should include: parts in accordance with table. 4;

technical documentation in accordance with the requirements of GOST 23118-78.

Table 4

Nut f Washer

Note. It is allowed, by agreement between the manufacturer and the consumer, to supply thrust and clamping strips separately from bolts, nuts and washers.

4. ACCEPTANCE RULES

4.1. Thrust and clamping bars must be accepted technical control manufacturer.

4.2. Acceptance of planks is carried out in batches.

The batch must include planks of the same designation, manufactured using the same technology. The batch size of planks is established by agreement between the consumer and the manufacturer and should not exceed 1000 pieces.

4.3. To randomly check the linear dimensions and surface roughness of the planks, 5% of the planks are selected from each batch, but not less than 5 pieces. If, when checking the selected plans, there turns out to be at least one product that does not meet the requirements of this standard for one of the indicators, a double number of samples taken from the same batch is re-checked for this indicator. In case of unsatisfactory results of re-inspection, the batch of planks is not subject to acceptance.

4.4. The consumer has the right to control the quality of the planks, while observing the acceptance rules and applying the control methods established by this standard.

5. CONTROL METHODS

5.1. Control of the linear dimensions of the slats should be done with a metal measuring ruler in accordance with GOST 427-75 and a caliper in accordance with GOST 166-80.

5.2. The surface roughness of the planks should be checked by comparing them with roughness samples in accordance with GOST 9378-75.

6. PACKAGING, LABELING, TRANSPORTATION AND STORAGE

6.1. The thrust and clamping bars must be packed

separately in wooden boxes according to GOST 2991-76 or in containers,

manufactured by the manufacturer according to documentation approved in the prescribed manner.

6.2. The rules for marking containers with strips must comply with those established by GOST 14192-77. The marking must contain the following markings:

name or trademark of the manufacturer;

symbol of the brand of fastening unit;

symbol of the bar (without indicating the standard number);

batch number;

number of details;

quality control stamp;

gross weight.

6.3. Transportation of planks is permitted by any type of transport, provided they are protected from contamination and mechanical damage.

6.4. During storage, containers with slats must be protected from contamination and precipitation.

7. INSTALLATION INSTRUCTIONS

7.1. Installation of parts of the crane rail fastening unit should be carried out in accordance with the installation diagrams of the crane runways, approved in the prescribed manner, and the requirements of SNiP Sh-18-75.

7.2. Assembly welding of the strips should be carried out after straightening the rails. The thickness of the weld is 6 mm.

7.3. The type of electrodes must correspond to that specified in

7.4. Details of fastening units after completion installation work must be cleaned, puttied, primed and painted, and the paint coating material must match the coating material of the crane beams.

Editor V. Ya. Ogurtsov Technical editor G. A. Makarova Proofreader V. 5. Lobacheva

Delivered to embankment 06.16.81 Sub. in the oven 09/10/81 0.75 p.l. 0.56 academic publication l. Shooting gallery 16000 Price 3 kopecks.

Order "Badge of Honor" Publishing house of standards, 123557, Moscow, Novopresnensky lane, 3 Kaluga printing house of standards, st. Moskovskaya, 256. Zak. 1707

BASIC SI UNITS

DERIVATIVE UNITS WITH AND, HAVING PROPER NAMES

Magnitude

Derived unit expression

Name

designation

via other SI units

via SI base units

Pressure

M -1 -KG-S-*

Energy, work, amount of heat

Power, energy flow Amount of electricity,

M g -KG*S- 3

electric charge Electric voltage,

electric potential

m g -kg*s ~ 3 *A"

Electrical capacity

m~2 .kg-1 . With< .А*

Electrical resistance

m g -kg*s ~ 3 -A~ g

Electrical conductivity

m -2 kg-‘C 3 A*

Magnetic induction flux

m g "kg 2 "A“

Magnetic induction

kg-s~ 2 *A ~ 1

Inductance

m g kg*s - 2 A"

Light flow

Illumination

Nuclide activity

becquerel

Radiation dose

* The first year of battle includes, along with the main SI units, additional

unit-sterad nan

STATE STANDARD OF THE USSR UNION

Crane fastening unit
rails to steel
crane beams

Specifications

USSR STATE COMMITTEE FOR CONSTRUCTION

Moscow

STATE STANDARD OF THE USSR UNION

By Decree of the USSR State Committee for Construction Affairs dated May 4, 1981 No. 60, the implementation period was established

from 01/01/1982

This standard applies to the attachment point for crane rails in accordance with GOST 4121-76 to steel crane beams for general-purpose electric overhead cranes of light, medium and heavy duty, used in buildings and on open crane trestles with a calculated seismicity of up to 9 points inclusive and operated in areas with a design outdoor temperature of minus 65 °C and above.

1. Design and dimensions

1.1. The design of the fastening unit must correspond to that indicated in the drawing. 1.

1 - thrust bar; 2 - clamping bar; 3 - bolt; 4 - screw; 5 - washer

*Size for reference

1.2. The brand of the fastening unit, depending on the type of crane rail and the design temperature of the outside air of the construction area (hereinafter referred to as the design temperature), the distance from the axis of the crane beam to the axis of the fastening unit, as well as the designations of the parts must correspond to those indicated in the table. 1.

1.3. The design and dimensions of the thrust bars must correspond to those indicated in the drawing. 2 and in table. 2.

*Size for reference

Table 1

Mounting unit brand

Crane rail type

Distance from the axis of the crane beam to the axis of the fastening unit A, mm

Persistent bar

Pressure bar

Design temperature, °C

Part designation

M24´ l.46

Minus 40 °C and

M24´ l.46

Below is minus

40 °C to minus

Note. Bolt length l should be taken:

(80 + b) mm - for fastening rails of types KR70, KR80, KR100;

(85 + b) mm » » type KR120;

where 80 and 85 are the sum of the thicknesses of the strips, taking into account the possible inclined position of the clamping strip, washer, nuts and the protruding part of the bolt; b - thickness of the upper chord of the crane beam, mm, in this case the length dimensions specified in the standards for bolts should be taken into account.

table 2

Dimensions in mm

Bar designation

S

Weight, kg

An example of a symbol for a thrust bar U1 for a design temperature of minus 40 °C and above:

The same, for a design temperature below minus 40 to minus 65 °C:

1.4. The design and dimensions of the clamping strips must correspond to those indicated in the drawing. 3 and in table. 3.

*Dimensions for reference.

Table 3

Dimensions in mm

An example of a designation for a pressure strip P1, version 1, for a design temperature of minus 40 °C and above:

An example of a designation of a unit for fastening grade 70 with a clamping strip of version 1 for a design temperature of minus 40 °C and above:

The same, version 2 for design temperatures below minus 40 to minus 65 °C:

2. Technical requirements

2.1. Thrust and clamping strips must be manufactured in accordance with the requirements of this standard and SNiP III-18-75 according to KMD working drawings approved in the prescribed manner.

2.2. The material of the clamping and thrust strips is steel according to GOST 380-71 of the following grades:

VSt3kp2 - for design temperature minus 40 °C and above;

VSt3Gps5 or VSt3sp5 - for design temperatures below minus 40 to minus 65 °C inclusive.

It is allowed to use steel according to GOST 23570-79 of the following grades:

18kp instead of VSt3kp2;

18Gps or 18sp instead of VSt3Gps5 and Vst3sp5.

2.3. Bolts intended for operation at a design temperature of minus 40 ° C and above must be tested for tensile strength according to GOST 1759-70, at a design temperature below minus 40 to minus 65 ° C - additionally tested for tensile strength on an oblique washer and impact strength according to GOST 1759-70.

2.4. The maximum deviations of linear dimensions from the nominal ones, as well as the surface roughness of the planks, must correspond to those indicated in the drawing. 2 and 3.

2.5. Maximum deviations of the diameters of the holes of the clamping strips from the nominal ones are in accordance with GOST 25347-82.

3. Completeness

3.1. Parts of crane rail fastening units must be supplied by the manufacturer as a set.

The kit should include:

details in accordance with table. 4;

technical documentation in accordance with the requirements of GOST 23118-78.

Table 4

Mounting unit brand

Thrust bar

Pressure bar

Designation

Designation

Note. It is allowed, by agreement between the manufacturer and the consumer, to supply thrust and clamping strips separately from bolts, nuts and washers.

4. Acceptance rules

4.1. The thrust and clamping bars must be accepted by the technical control of the manufacturer.

4.2. Acceptance of planks is carried out in batches.

The batch must include planks of the same designation, manufactured using the same technology. The batch size of planks is established by agreement between the consumer and the manufacturer and should not exceed 1000 pieces.

4.3. To randomly check the linear dimensions and surface roughness of the planks, 5% of the planks are selected from each batch, but not less than 5 pieces. If, when checking the selected strips, there turns out to be at least one product that does not meet the requirements of this standard for one of the indicators, a double number of samples taken from the same batch is re-tested according to this indicator. In case of unsatisfactory results of re-inspection, the batch of planks is not subject to acceptance.

4.4. The consumer has the right to control the quality of the planks, while observing the acceptance rules and applying the control methods established by this standard.

5. Control methods

5.1. Control of the linear dimensions of the slats should be carried out with a metal measuring ruler in accordance with GOST 427-75 and a caliper in accordance with GOST 166-80.

5.2. The surface roughness of the planks should be checked by comparing them with roughness samples according to GOST 9378-75.

6. Packaging, labeling, transportation and storage

6.1. Thrust and clamping strips must be packaged separately in wooden boxes in accordance with GOST 2991-76 or in containers manufactured by the manufacturer according to documentation approved in the prescribed manner.

6.2. The rules for marking containers with strips must comply with those established by GOST 14192-77. The marking must contain the following markings:

name or trademark of the manufacturer;

symbol of the brand of fastening unit;

symbol of the bar (without indicating the standard number);

batch number;

number of details;

quality control stamp;

gross weight.

6.3. Transportation of planks is permitted by any type of transport, provided they are protected from contamination and mechanical damage.

6.4. During storage, containers with slats must be protected from contamination and precipitation.

7. Installation instructions

7.1. Installation of parts for the crane rail fastening unit should be carried out in accordance with the installation diagrams of the crane tracks, approved in the prescribed manner, and the requirements of SNiP III-18-75.

7.2. Assembly welding of the strips should be carried out after straightening the rails. The thickness of the weld is 6 mm.

7.3. The type of electrodes must correspond to that indicated in the table. 5.

Table 5

7.4. After completion of installation work, parts of fastening units must be cleaned, puttied, primed and painted, and the paint coating material must match the coating material of the crane beams.

Mounting unit for crane rails to steel crane beams, GOST 24741-81

Construction Materials. GOST 24741-81: Mounting unit for crane rails to steel crane beams. Technical conditions. OKS: Building materials and construction, Building structures. GOST standards. Mounting unit for crane rails to steel.... class=text>

GOST 24741-81

Mounting unit for crane rails to steel crane beams. Specifications

GOST 24741-81
Group Zh34

STATE STANDARD OF THE USSR UNION

ATTACHMENT UNIT OF CRANE RAILS TO STEEL CRANE BEAM
Specifications

Joint for connection of crane rails to steel crane girders. Specifications

OKP 52 6121

Date of introduction 1982-01-01

By Decree of the USSR State Committee for Construction Affairs dated 05/04/81 N 60, the implementation period was set from 01/01/82
Reissue. May 1993

This standard applies to the attachment point for crane rails in accordance with GOST 4121-76* to steel crane beams for general-purpose electric overhead cranes of light, medium and heavy duty, used in buildings and on open crane trestles with a calculated seismicity of up to 9 points inclusive and operated in areas with an estimated outside air temperature of minus 65 °C and above.
_______________
* In the territory Russian Federation the document is not valid. GOST 4121-96 is in force. - Database manufacturer's note.

1. DESIGN AND DIMENSIONS

1. DESIGN AND DIMENSIONS

Damn.1. Mounting unit design

1.1. The design of the fastening unit must correspond to that shown in Figure 1.

1 - thrust bar; 2 - clamping bar; 3 - bolt; 4 - screw; 5 - washer
Damn.1

1.2. The brand of the fastening unit, depending on the type of crane rail and the design temperature of the outside air of the construction area (hereinafter referred to as the design temperature), the distance from the axis of the crane beam to the axis of the fastening unit, as well as the designations of the parts must correspond to those indicated in Table 1.

Table 1

Knot brand

fastenings

Type
crane
rail

Distance from crane axis
beams to the axis of the fastening unit, mm

Persistent bar

Plank clamp-
Naya

Calculated
temperature,
°C

Part designation

М24x46 GOST 15589-70

M 24.4 GOST 15526-70

GOST 11371-78

М24x46 GOST 7798-70

M 24.4 GOST 5915-70

Below -40
up to -65

Note. The length of the bolt should be:

(80+b) mm - for fastening rails of types KR70, KR80, KR100;
(85+b) mm " " " type KR120;

where 80 and 85 are the sum of the thicknesses of the strips, taking into account the possible inclined position of the clamping strip, washer, nuts and the protruding part of the bolt; b- thickness of the upper chord of the crane beam, mm, in this case the length dimensions specified in the standards for bolts should be taken into account.

1.3. The design and dimensions of the thrust bars must correspond to those indicated in Figure 2 and Table 2.

Damn.2. Design and dimensions of thrust bars

_________________
*Dimensions for reference.

table 2

Dimensions in mm

Bar designation

Weight, kg

An example of a symbol for a thrust bar U1 for a design temperature of minus 40 °C and above:

Planks U1 GOST 24741-81

The same, for a design temperature below minus 40 to minus 65 °C:

Plank U1HL GOST 24741-81

1.4. The design and dimensions of the clamping strips must correspond to those indicated in Figure 3 and Table 3.

Figure 3 Design and dimensions of the clamping bars

__________________
*Dimensions for reference.

Table 3

Dimensions in mm

Bar designation

Weight, kg

An example of a designation for a pressure strip P1, version 1, for a design temperature of minus 40 °C and above:

Plank P1 GOST 24741-81

Plank P1HL - 2 GOST 24741-81

An example of a symbol for a fastening unit of grade 70 with a clamping strip of version 1 for a design temperature of minus 40 °C and above:

Fastening 70 GOST 24741-81

The same, version 2 for design temperatures below minus 40 to minus 65 °C:

Fastening 70ХЛ - 2 GOST 24741-81

2. TECHNICAL REQUIREMENTS

2.1. Thrust and clamping strips must be manufactured in accordance with the requirements of this standard and SNiP III-18-75* according to KMD working drawings approved in the prescribed manner.
________________
* The document is not valid on the territory of the Russian Federation. GOST 23118-2012 is valid, hereinafter in the text. - Database manufacturer's note.

2.2. The material of the clamping and thrust strips is steel according to GOST 380-88* of the following grades:
________________
* The document is not valid on the territory of the Russian Federation. GOST 380-2005 is in force. - Database manufacturer's note.

VSt3kp2 - for design temperature minus 40 °C and above;
- VSt3Gps5 or VSt3sp5 - for design temperatures below minus 40 to minus 65 °C inclusive.

2.3. Bolts intended for operation at a design temperature of minus 40 °C and above must be tested for tensile strength in accordance with GOST 1759.4-87*, at a design temperature below minus 40 to minus 65 °C - additionally tested for tensile strength on an oblique washer and impact strength according to GOST 1759.4-87*.
________________
* The document is not valid on the territory of the Russian Federation. GOST R ISO 898-1-2011 is valid. - Database manufacturer's note.

2.4. The maximum deviations of linear dimensions from the nominal ones, as well as the surface roughness of the planks, must correspond to those indicated in Figures 2 and 3.

2.5. Maximum deviations of the diameters of the holes of the clamping strips from the nominal ones are in accordance with GOST 25347-82.

3. COMPLETENESS

3.1. Parts of crane rail fastening units must be supplied by the manufacturer as a set.
The kit should include:
- details in accordance with table 4;
- technical documentation in accordance with the requirements of GOST 23118-78.

Table 4

Mounting unit brand

Thrust bar

Pressure bar

Designation

Designation

Note. It is allowed, by agreement between the manufacturer and the consumer, to supply thrust and clamping strips separately from bolts, nuts and washers.

4. ACCEPTANCE RULES

4.1. The thrust and clamping bars must be accepted by the technical control of the manufacturer.

4.2. Acceptance of planks is carried out in batches.
The batch must include planks of the same designation, manufactured using the same technology. The batch size of planks is established by agreement between the consumer and the manufacturer and should not exceed 1000 pieces.

4.3. To randomly check the linear dimensions and surface roughness of the planks, 5% of the planks are selected from each batch, but not less than 5 pieces. If, when checking the selected strips, there turns out to be at least one product that does not meet the requirements of this standard for one of the indicators, a double number of samples taken from the same batch is re-tested according to this indicator. In case of unsatisfactory results of re-inspection, the batch of planks is not subject to acceptance.

4.4. The consumer has the right to control the quality of the planks, while observing the acceptance rules and applying the control methods established by this standard.

5. CONTROL METHODS

5.1. Control of the linear dimensions of the slats should be carried out with a metal measuring ruler in accordance with GOST 427-75 and a caliper in accordance with GOST 166-89.

5.2. The surface roughness of the planks should be checked by comparing them with roughness samples in accordance with GOST 9378-75*.
________________
* The document is not valid on the territory of the Russian Federation. GOST 9378-93 is in force. - Database manufacturer's note.

6. PACKAGING, LABELING, TRANSPORTATION AND STORAGE

6.1. Thrust and clamping strips must be packaged separately in wooden boxes in accordance with GOST 2991-85 or in containers manufactured by the manufacturer according to documentation approved in the prescribed manner.

6.2. The rules for marking containers with strips must comply with those established by GOST 14192-77*. The marking must contain the following markings:
________________
* The document is not valid on the territory of the Russian Federation. GOST 14192-96 is valid. - Database manufacturer's note.

Name or trademark of the manufacturer;
- symbol of the brand of fastening unit;
- symbol of the bar (without indicating the standard number);
- batch number;
- number of details;
- Quality Control Department stamp;
- gross weight.

6.3. Transportation of planks is permitted by any type of transport, provided they are protected from contamination and mechanical damage.

6.4. During storage, containers with slats must be protected from contamination and precipitation.

7. INSTALLATION INSTRUCTIONS

7.1. Installation of parts for the crane rail fastening unit should be carried out in accordance with the installation diagrams of the crane runways, approved in the prescribed manner, and the requirements of SNiP III-18-75.

7.2. Assembly welding of the strips should be carried out after straightening the rails. The thickness of the weld is 6 mm.

7.3. The type of electrodes must correspond to that indicated in Table 5.

Table 5

7.4. After completion of installation work, parts of fastening units must be cleaned, puttied, primed and painted, and the paint coating material must match the coating material of the crane beams.

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GOST 24741-81

Group Zh34

STATE STANDARD OF THE USSR UNION

ATTACHMENT UNIT OF CRANE RAILS TO STEEL CRANE BEAM

Specifications

Joint for connection of crane rails to steel crane girders. Specifications


OKP 52 6121

Date of introduction 1982-01-01


By Decree of the USSR State Committee for Construction Affairs dated 05/04/81 N 60, the implementation period was set from 01/01/82

Reissue. May 1993


This standard applies to the attachment point for crane rails in accordance with GOST 4121-76 * to steel crane beams for general-purpose electric overhead cranes of light, medium and heavy duty, used in buildings and on open crane trestles with a calculated seismicity of up to 9 points inclusive and operated in areas with an estimated outside air temperature of minus 65 °C and above.
_______________
GOST 4121-96

1. DESIGN AND DIMENSIONS

1. DESIGN AND DIMENSIONS

Damn.1. Mounting unit design

1.1. The design of the fastening unit must correspond to that shown in Figure 1.

1 - thrust bar; 2 - clamping bar; 3 - bolt; 4 - screw; 5 - washer

1.2. The brand of the fastening unit, depending on the type of crane rail and the design temperature of the outside air of the construction area (hereinafter referred to as the design temperature), the distance from the axis of the crane beam to the axis of the fastening unit, as well as the designations of the parts must correspond to those indicated in Table 1.

Table 1

Knot brand

fastenings

Type
crane
rail

Distance from crane axis
beams to the axis of the fastening unit, mm

Persistent bar

Plank clamp-
Naya

Calculated
temperature,
°C

Part designation

М24x46 GOST 15589-70

М24x46 GOST 7798-70

Below -40
up to -65

Note. The length of the bolt should be:

(80+b) mm - for fastening rails of types KR70, KR80, KR100;

(85+b) mm " " " type KR120;

where 80 and 85 are the sum of the thicknesses of the strips, taking into account the possible inclined position of the clamping strip, washer, nuts and the protruding part of the bolt; b- thickness of the upper chord of the crane beam, mm, in this case the length dimensions specified in the standards for bolts should be taken into account.

1.3. The design and dimensions of the thrust bars must correspond to those indicated in Figure 2 and Table 2.

Damn.2. Design and dimensions of thrust bars

_________________
*Dimensions for reference.

table 2

Dimensions in mm

Bar designation

Weight, kg

An example of a symbol for a thrust bar U1 for a design temperature of minus 40 °C and above:

Planks U1 GOST 24741-81

The same, for a design temperature below minus 40 to minus 65 °C:

Plank U1HL GOST 24741-81

1.4. The design and dimensions of the clamping strips must correspond to those indicated in Figure 3 and Table 3.

Figure 3 Design and dimensions of the clamping bars

__________________
*Dimensions for reference.

Table 3

Dimensions in mm

Bar designation

Weight, kg

An example of a designation for a pressure strip P1, version 1, for a design temperature of minus 40 °C and above:

Plank P1 GOST 24741-81

Plank P1HL - 2 GOST 24741-81

An example of a symbol for a fastening unit of grade 70 with a clamping strip of version 1 for a design temperature of minus 40 °C and above:

Fastening 70 GOST 24741-81

The same, version 2 for design temperatures below minus 40 to minus 65 °C:

Fastening 70ХЛ - 2 GOST 24741-81

2. TECHNICAL REQUIREMENTS

2.1. Thrust and clamping strips must be manufactured in accordance with the requirements of this standard and SNiP III-18-75 * according to KMD working drawings approved in the prescribed manner.
________________
* The document is not valid on the territory of the Russian Federation. GOST 23118-2012 is valid, hereinafter in the text. - Database manufacturer's note.

2.2. The material of the clamping and thrust strips is steel according to GOST 380-88 * the following grades:
________________
* The document is not valid on the territory of the Russian Federation. GOST 380-2005 is in force. - Database manufacturer's note.

VSt3kp2 - for design temperature minus 40 °C and above;

- VSt3Gps5 or VSt3sp5 - for design temperatures below minus 40 to minus 65 °C inclusive.

2.3. Bolts intended for operation at a design temperature of minus 40 ° C and above must be tested for tensile strength in accordance with GOST 1759.4-87 *, at a design temperature below minus 40 to minus 65 ° C - additionally tested for tensile strength on an oblique washer and impact strength according to GOST 1759.4-87 *.
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* The document is not valid on the territory of the Russian Federation. GOST R ISO 898-1-2011 is valid. - Database manufacturer's note.

2.4. The maximum deviations of linear dimensions from the nominal ones, as well as the surface roughness of the planks, must correspond to those indicated in Figures 2 and 3.

2.5. Maximum deviations of the diameters of the holes of the clamping strips from the nominal ones are in accordance with GOST 25347-82.

3. COMPLETENESS

3.1. Parts of crane rail fastening units must be supplied by the manufacturer as a set.

The kit should include:

- details in accordance with table 4;

- technical documentation in accordance with the requirements of GOST 23118-78.

Table 4

Mounting unit brand

Thrust bar

Pressure bar

Designation

Designation

Note. It is allowed, by agreement between the manufacturer and the consumer, to supply thrust and clamping strips separately from bolts, nuts and washers.

4. ACCEPTANCE RULES

4.1. The thrust and clamping bars must be accepted by the technical control of the manufacturer.

4.2. Acceptance of planks is carried out in batches.

The batch must include planks of the same designation, manufactured using the same technology. The batch size of planks is established by agreement between the consumer and the manufacturer and should not exceed 1000 pieces.

4.3. To randomly check the linear dimensions and surface roughness of the planks, 5% of the planks are selected from each batch, but not less than 5 pieces. If, when checking the selected strips, there turns out to be at least one product that does not meet the requirements of this standard for one of the indicators, a double number of samples taken from the same batch is re-tested according to this indicator. In case of unsatisfactory results of re-inspection, the batch of planks is not subject to acceptance.

4.4. The consumer has the right to control the quality of the planks, while observing the acceptance rules and applying the control methods established by this standard.

5. CONTROL METHODS

5.1. Control of the linear dimensions of the slats should be carried out with a metal measuring ruler in accordance with GOST 427-75 and a caliper in accordance with GOST 166-89.

5.2. The surface roughness of the planks should be checked by comparing them with roughness samples in accordance with GOST 9378-75*.
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* The document is not valid on the territory of the Russian Federation. GOST 9378-93 is in force. - Database manufacturer's note.

6. PACKAGING, LABELING, TRANSPORTATION AND STORAGE

6.1. Thrust and clamping strips must be packaged separately in wooden boxes in accordance with GOST 2991-85 or in containers manufactured by the manufacturer according to documentation approved in the prescribed manner.

6.2. The rules for marking containers with strips must comply with those established by GOST 14192-77 *. The marking must contain the following markings:
________________
* The document is not valid on the territory of the Russian Federation. GOST 14192-96 is in force. - Database manufacturer's note.

Name or trademark of the manufacturer;

- symbol of the brand of fastening unit;

- symbol of the bar (without indicating the standard number);

- batch number;

- number of details;

- Quality Control Department stamp;

- gross weight.

6.3. Transportation of planks is permitted by any type of transport, provided they are protected from contamination and mechanical damage.

6.4. During storage, containers with slats must be protected from contamination and precipitation.

7. INSTALLATION INSTRUCTIONS

7.1. Installation of parts for the crane rail fastening unit should be carried out in accordance with the installation diagrams of the crane tracks, approved in the prescribed manner, and the requirements of SNiP III-18-75.

7.2. Assembly welding of the strips should be carried out after straightening the rails. The thickness of the weld is 6 mm.

7.3. The type of electrodes must correspond to that indicated in Table 5.
E42A

7.4. After completion of installation work, parts of fastening units must be cleaned, puttied, primed and painted, and the paint coating material must match the coating material of the crane beams.



Electronic document text
prepared by Kodeks JSC and verified against:
official publication
M.: Standards Publishing House, 1993