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Support forces in the list of elements. Appendix D (reference) Examples of the execution of diagrams and marking of elements of metal structures. An example of the design of a sheet of loads on foundations

GOST 21.502-2007

Group Ж01

INTERSTATE STANDARD

System project documentation for construction

RULES FOR IMPLEMENTATION OF DESIGN AND WORKING DOCUMENTATION

METAL STRUCTURES

System of design documents for construction.

Execution rules of design and working documents for metal structures

ISS 01.100.30

Introduction date 2009-01-01

Foreword

Intelligence about the standard

1 DEVELOPED by the Closed Joint Stock Company "Central Order of the Red Banner of Labor Research and Design Institute of Building Metal Structures named after N. P. Melnikov" (CJSC "TsNIIPSK named after Melnikov")

2 INTRODUCED by the Technical Committee for Standardization TC 465 "Construction"

3 ACCEPTED by the Interstate Scientific and Technical Commission for Standardization, Technical Regulation and Certification in Construction (MNTKS) (Protocol N 32 of November 21, 2007)


Short name of the country according to MK (ISO 3166) 004-97	Code of the country according to MK (ISO 3166) 004-97	Abbreviated name of the state construction management body
Armenia		Ministry of Urban Development
Kazakhstan		Kazstroycommittee
Kyrgyzstan		State Agency for Architecture and Construction under the Government of the Kyrgyz Republic
Moldova		Agency for Construction and Territorial Development
Russian Federation		Rostroy
Tajikistan		Agency for Construction and Architecture under the Government of the Republic of Tajikistan
Uzbekistan		Gosarkhitektstroy
Ukraine		Ministry of Construction, Architecture and Housing and Communal Services

4 By order of the Federal Agency for Technical Regulation and Metrology of March 25, 2008 N 58-st, the interstate standard GOST 21.502-2007 was put into effect as a national standard of the Russian Federation from January 1, 2009.

5 INTRODUCED FOR THE FIRST TIME

Information on the entry into force (termination) of this standard is published in the index "National standards".

Information about changes to this standard is published in the index (catalog) "National standards", and the text of changes - in information indexes "National standards". In case of revision or cancellation of this standard, the corresponding information will be published in the information index "National standards"

Introduction

This standard was developed on the basis of the standards of the System of Design Documentation for Construction (SPDS) and the Unified System for Design Documentation (ESKD).

This standard establishes the composition and rules for the implementation of design and working documentation for metal building structures of the KM brand, which is the main basis for the development of working detailing drawings of the KMD brand, a work production project (PPR), metal order and containing all the necessary and sufficient data to perform these works.

This standard includes the requirements of SN 460-74 "Temporary instructions on the composition and execution of construction working drawings of buildings and structures".

1 area of use

The requirements of this standard do not apply to the execution of detailed drawings of metal structures of the KMD brand.

Throughout this standard, references are made to the following standards:

GOST 2.312-72 one system design documentation. Conditional images and symbols of welded joints

GOST 2.315-68 Unified system for design documentation. Simplified and schematic illustrations of fasteners

GOST 2.321-84 Unified system for design documentation. Letter designations

GOST 2.410-68 Unified system for design documentation. Rules for the execution of drawings of metal structures

GOST 21.101-97 System of design documentation for construction. Basic requirements for design and working documentation

GOST 21.110-95 System of design documentation for construction. Rules for the implementation of the specification of equipment, products and materials

GOST 21.501-93 System of design documentation for construction. Rules for the implementation of architectural and construction working drawings

GOST 7798-70 Hexagon head bolts of accuracy class B. Design and dimensions

GOST 8240-97 Hot-rolled steel channels. Assortment

GOST 8509-93 Equal flange hot-rolled steel angles. Assortment

GOST 19903-74 Hot-rolled sheet metal. Assortment

GOST 23118-99 Steel building structures. General specifications

GOST 26020-83 Hot-rolled steel I-beams with parallel flange edges. Assortment

GOST 26047-83 Steel building structures. Symbols (brands)

GOST 27772-88 Rolled steel for building steel structures. General specifications

Note - When using this standard, it is advisable to check the validity of the referenced standards according to the index "National standards", compiled as of January 1 of the current year, and according to the corresponding information signs published in the current year. If the reference standard is replaced (changed), then when using this standard, the replacing (modified) standard should be followed. If the reference standard is canceled without replacement, then the provision in which the reference to it is given applies to the extent not affecting this reference.

3 General Provisions

3.1 It is recommended that the design management be guided by a quality policy developed in accordance with the requirements.

3.2 When designing facilities included in the lists of state supervision bodies for environmental, technological and nuclear safety, it is necessary to take into account the requirements that reflect their specificity and type of construction.

3.3 When designing and developing especially dangerous, technically complex and unique facilities, the customer, together with the general designer, research and specialized design organizations, must develop technical conditions that reflect the specifics of their design, construction and operation.

4 Composition of design and working documentation

4.1 Design and working documentation for metal structures is developed by:

In one stage - "working draft" (approved part and "working documentation");

In two stages - "project" (approved part) and "working documentation".

4.2 The design stages depend on the category and complexity of the object and are established in the contract and design assignment.

The content of the sections of the documentation should reflect typical and well-grounded fundamental decisions, taking into account variant studies.

4.3 The composition of the project documentation developed at the stages "project" and "working draft" (approved part) include:

An explanatory note containing: design output, main technical and economic indicators and characteristics that are critical for safe and proper operation; loads and effects on metal structures and other necessary data;

General view drawings of metal structures of a building or structure;

Specifications (if necessary) - in accordance with GOST 23118;

Calculations.

4.4 The working documentation includes the main set of working drawings for metal structures of the KM brand (hereinafter referred to as the working drawings for KM).

4.4.1 The main set of KM working drawings includes:

Total information;

Loads and impacts on metal structures;

Foundations loads;

General view drawings of metal structures of a building or structure (plans, sections, views, fragments);

Layouts of elements of metal structures;

Drawings of elements of metal structures;

Drawings of assemblies of metal structures;

Specification of rolled metal products and products;

Calculations.

Deviations from the working drawings of the CM are not allowed. If necessary, these deviations should be agreed with the organization-developer of the working drawings of the CM.

4.5 Calculations of metal structures performed at all stages of design are not issued to the customer (unless otherwise provided by the contract).

Calculations are drawn up as a text project document and deposited in the archive of the developer organization.

4.6 Drawings are drawn up in accordance with the basic requirements of GOST 21.101 (except for section 6) and the requirements of this standard.

4.7 Letter symbols for the names of the main structures and products in the design and working documentation - in accordance with GOST 26047 and GOST 2.321.

5 Rules for the design of KM drawings

5.1 General

5.1.1 The "General data" sheet according to the working drawings of the CM is drawn up in accordance with the general requirements of GOST 21.101.

5.1.2 On the sheet "General data", in general instructions, in addition to the information provided for by GOST 21.101 and GOST 21.501, give:

Information about loads and impacts for calculating the structures of a building or structure;

Information about the main design features of a building or structure;

Design diagram of structures with information about loads and effects with the necessary explanations (if necessary);

Description of installation and factory connections;

Information on measures to protect metal building structures from corrosion - in accordance with GOST 23118 and other regulatory documents;

Requirements for manufacturing and installation, including requirements for control of welded seams, as well as accuracy in accordance with applicable regulatory documents;

Technical and economic indicators obtained as a result of the development of the project (approved part);

Applied conventional images and designations of bolts and welds not specified in GOST 2.312 and GOST 2.315;

Other additional information.

5.1.3 Applied conventional images of bolts and welds that are not included in GOST 2.312 and GOST 2.315 are shown in Tables 1 and 2.

Table 1 - Conditional images of bolts


Name	Image
1 Bolt accuracy class B (permanent)
2 Bolt temporary
3 High strength bolt
4 Self-tapping bolt

Table 2 - Conditional images of welds


Name	Weld image		Dimensions, mm
	factory	editing
1 The seam of a butt-welded joint is continuous:
a) from the visible side;
b) from the invisible side
2 The seam of the butt welded joint is intermittent:
a) from the visible side
b) from the invisible side
3 The seam of a fillet, tee or overlap welded joint is continuous:
a) from the visible side
b) from the invisible side
4 The seam of a fillet, tee or lapped welded joint is interrupted:
a) from the visible side
b) from the invisible side
5 Seam of a welded lap joint, contact, spot
6 Overlapped electric rivet weld seam (with a round hole)
Fillet weld leg; - length of the section to be welded; - seam size.

5.2 Loads and actions on metal structures

5.2.1 Composition of normative and calculated values of loads, reliability factors for load and data on possible combinations of technological and other loads and influences - in accordance with the requirements of technological, architectural and construction assignments.

5.3 Loads on foundations

5.3.1 On sheets of loads on foundations, the following are given:

The value of the loads on the foundations;

The accepted rule of signs of loads on foundations;

Layouts of foundation bolts for each brand of foundation;

Diameters, heights of protruding parts, lengths of threads, steel grades of foundation bolts, embedded parts;

Requirements for deformability of foundations (if necessary).

An example of the design of a sheet of loads on foundations is given in Appendix A (Figure A.1).

5.4 General arrangement drawings of metal structures

5.4.1 On the drawings of the general view of the metal structures of a building or structure, diagrams of structures with ties are given, indicating the relative position of structures, their connections and support on foundations, as well as tables of basic indicators (only for the approved part).

Examples of general arrangement drawings are given in Appendix B (Figures B.1-B.5).

5.4.2 General arrangement drawings are performed, as a rule, schematically and contain plans, views and sections.

If the construction is planned to be carried out in several stages, then the sequence of the construction of the building or structure should be reflected in the general arrangement drawings.

5.4.3 The general arrangement drawings indicate:

Main overall dimensions of structures;

Binding and main parameters of technological equipment (lifting and transporting, etc.), affecting structures;

Characteristic marks;

Adjacent building structures that are not developed in the working drawings of the CM.

Overall dimensions are given both for the entire structure as a whole (spans, length, width, height, diameter, etc.), and for its largest elements (height of trusses, etc.).

Typical are the dimensions that determine the shape of a building or structure and its individual parts: slopes (roofs, bottoms, roadways, etc.), radii of curved surfaces, dimensions that determine the change in the width of the towers in height, etc.

5.5 Layouts of elements of metal structures

5.5.1 Layouts of elements of metal structures are performed, as a rule, in accordance with GOST 21.501, with the following change: instead of the specification in accordance with GOST 21.101 - a list of elements.

The list of elements is performed in form 1 in accordance with Appendix B.

5.5.2 When performing layouts of elements on several sheets, the list of elements, as a rule, is placed on each sheet, or - on one sheet, the list of elements common for all sheets.

5.5.3 The technical requirements placed on the layout diagrams of the elements give:

Values of forces for calculating attachment of elements that are not indicated in the drawings and in the list of elements;

Additional information and technical requirements for manufacturing and installation that are not included in the general data.

5.5.4 The marking of the elements of metal structures is indicated, as a rule, on the layout diagrams of the elements. Structural elements that are not included in the layout diagrams of the elements are marked on the general arrangement drawings and assemblies in accordance with GOST 26047.

5.5.5 Examples of the execution of diagrams and marking of elements of metal structures are given in Appendix D (Figures D.1 and D.2).

5.6 Drawings of elements of metal structures

5.6.1 Drawings of elements of metal structures are performed if the layout of the elements is insufficiently identified design features elements for the development of detailed drawings of the KMD brand.

5.6.2 The drawings of the elements of metal structures indicate:

Geometric dimensions;

Efforts;

Support reactions;

Top and bottom marks of structural elements;

Dimensions of individual parts;

Type of installation and factory connections;

Names or brands of metal of the parts that make up the element;

Technical requirements.

5.6.3 In the technical requirements on the drawings of the elements, the following is given:

Efforts for calculating attachments not indicated in the drawing;

Additional requirements for the manufacture and installation of elements;

Layout sheet numbers.

5.6.4 The dimensions of welds and the number of fasteners are determined when developing detailed drawings of the KMD brand.

5.6.5 An example of the implementation of a diagram of a metal structure element is given in Appendix D (Figure E.1).

5.7 Drawings of assemblies of metal structures

5.7.1 On the drawings of nodes of metal structures, principal solutions of nodes are given that ensure the operation of the design scheme of a building or structure.

5.7.2 In the drawings of the nodes, it is necessary to depict the elements converging at the node, indicating the bindings to the coordination axes, the axes of the elements, the surfaces of the parts, the marks of the top or bottom of the structural elements.

An example of the assembly drawing is given in Appendix E (Figure E.1).

5.7.3 On the drawings of assemblies, adjoining structural elements that are not developed in these working drawings of the CM are given, indicating their sizes, references and other requirements necessary for the development of detailed drawings of the CMD brand.

The simplest structural units, which do not require explanation, are not shown in the drawings.

5.7.4 On the drawings of assemblies (at the stages "working design" and "working documentation") indicate:

The forces acting on the elements (if they are not specified in the list of elements);

Snaps to coordination axes;

Thickness of parts;

Dimensions of welds;

Types, strength classes, number, diameters and pitches of bolts or rivets;

Requirements for the treated surfaces;

Sections, names and brands of metal parts, not specified in the list of elements;

Technical requirements.

The dimensions of welds, the number and pitches of bolts or rivets are not indicated if they are determined when developing detailed drawings of the KMD brand.

5.8 Specifications of rolled metal

5.8.1 The specification of rolled metal and products (CM) is drawn up according to the layouts of elements on sheets of any format and is performed in accordance with Form 2, given in Appendix G. The size of the CM format depends on the number of lines in the column "Metal mass by structural elements".

5.8.2 CM is drawn up for each type of structural elements, excluding processing waste and the mass of deposited metal.

5.8.3 For construction projects with a phased release of sets of working drawings, CM is a CM for each stage of construction.

5.8.4 On the basis of CM, form 2 is compiled into a consolidated specification of rolled metal products and products (CMC).

CM and CMC are allowed to be combined into a separate collection (CCM) with title page according to GOST 21.110 and a separate table of contents.

Each CM, CMC and CCM is assigned a designation, which includes: the basic designation established according to the system operating in the organization, and (through a dot) - the CM, CMC or CCM cipher and the serial number of the specification.

Examples of designations CM, CMC and CCM:

3-1824-403-KM.SM16

3-1824-403-KM. SMS

3-1824-403-KM.SSM,

where 3 is the number of the development department;

1824 - number of the construction site;

403 - number of the building according to the explication on the master plan;

KM is the brand of the main set of KM drawings.

Specifications (CM, CMC and CCM) are recorded in the list of attached documents.

5.8.5 An example of fulfilling the specification of rolled metal products is given in Appendix I (Figure I.1).

Appendix A

(reference)

An example of the design of a sheet of loads on foundations

Figure A.1 - Sheet of loads. Foundations loads

Appendix B

(reference)

Examples of general arrangement drawings

Figure B.1 - General view when installing two tanks

Figure B.2 - General view of the mast

Figure B.4 * - Layout of columns at an elevation of 0.000 m

________________

* Numbering corresponds to the original. - Note from the manufacturer of the database.

Figure B.5 - Section 1-1

Appendix B

(required)

Form 1 - List of elements

Instructions for completing the bill of elements:

In the column "Element brand" indicate:

element brand according to the layout of elements or general view;

In the column "Section" indicate:

"sketch" - the location of the details of the section of the element, the positions of the details of the section, the required dimensions,

"pos." - serial numbers of positions of parts,

"composition" is an abbreviated designation of profiles that make up a section, consisting of a conventional designation of profiles in accordance with GOST 2.410 and the number or dimensions of the profile in accordance with the standards or specifications for a specific type of profiles;

In the column "Attachment force" indicate:

Reaction in the support section of the element, kN,

Longitudinal force in the element, kN,

Bending moment in the support section of the element, kN · m;

In the column "Name or grade of metal" indicate the name or grade of metal for the entire element, if all parts of the element are made of the same metal, and by position - if the name or grade of metal of the parts are different;

In the "Note" column, indicate other necessary information about the element.

Example filling out form 1:

List of elements

Item brand

Cross section

Attachment force

Name or grade of metal

Note

Sheet 12

I 40B1

200

S345-3

100x8

S245

900x8

300

800

S345-3

200x16

I 40SH1

140

380

410

S345-3

Figure E.1 - Rafter truss FP1

Appendix E

(reference)

An example of a drawing of a node

Figure E.1 - Node 1

Appendix G

Form 2 - Specification of rolled metal

Instructions for filling out the specification of rolled metal

The CM and CMC specifications should indicate:

In the column "Name of the profile, GOST, TU" - the name of the profile in accordance with the applied standards or specifications;

In the column "Name or grade of metal, GOST, TU" - the name or grade of metal and designations of standards or technical conditions in accordance with which the delivery is made;

In the column "Number or dimensions of the profile, mm" - the number or dimensions of the profile in accordance with the symbols given in the standards or technical specifications. The designation of the profiles is recorded in ascending order of their numbers or sizes;

In the column "N p.p." - sequential numbers of all lines in which the mass is indicated;

In the column "Mass of metal by structural elements, t" - the mass according to the working drawings of the CM, determined with an accuracy of one tenth of a ton;

In the column "Total mass, t" - the mass according to the working drawings of the CM, determined with an accuracy of one tenth of a ton.

For each name of the profile, the line "Total" is given, and for each grade of metal - "Total".

At the end of each CM and CMC, the following lines are given:

"Total mass of metal";

"Including by brands or names."

Appendix I

(reference)

An example of fulfilling the specification of rolled metal

Figure I.1 - Specification of rolled metal, sheet 1

Figure I.1 - Specification of rolled metal products, sheet 2

Bibliography


	ISO 9001: 2000	Quality Management System. Requirements
	SNiP 2.01.07-85	Loads and impacts

Electronic text of the document

prepared by Kodeks CJSC and verified by:

official publication

M .: Standartinform, 2008

GOST 21.502-2007

Group Ж01

INTERSTATE STANDARD

System of design documents for construction

RULES FOR IMPLEMENTATION OF DESIGN AND WORKING DOCUMENTATION OF METAL STRUCTURES

System of design documents for construction. Execution rules of design and working documents for metal structures

ISS 01.100.30

Introduction date 2009-01-01

Foreword

The goals, basic principles and basic procedure for carrying out work on interstate standardization are established by GOST 1.0-92 "Interstate standardization system. Basic provisions", GOST 1.2-97 * "Interstate standardization system. Interstate standards, rules and recommendations for interstate standardization. Development, adoption , application, renewal, cancellation "and MSN 1.01-01-96 **" System of interstate regulatory documents in construction. Basic provisions "
________________
GOST 1.2-2009

** The document was not accepted on the territory of the Russian Federation. Until 01.10.2003 SNiP 10-01-94 was in force. - Note from the manufacturer of the database.

Information about the standard

1 DEVELOPED by the Closed Joint-Stock Company "Central Order of the Red Banner of Labor Research and Design Institute of Building Metal Structures named after N. P. Melnikov" (CJSC "TsNIIPSK named after Melnikov")

2 INTRODUCED by the Technical Committee for Standardization TC 465 "Construction"

3 ACCEPTED by the Interstate Scientific and Technical Commission for Standardization, Technical Regulation and Certification in Construction (MNTKS) (Protocol N 32 of November 21, 2007)

Voted for adoption:


Short name of the country according to MK (ISO 3166) 004-97		Abbreviated name of the body government controlled construction
		Ministry of Urban Development
Kazakhstan		Kazstroycommittee
Kyrgyzstan		State Agency for Architecture and Construction under the Government of the Kyrgyz Republic
		Agency for Construction and Territorial Development
Russian Federation
Tajikistan		Agency for Construction and Architecture under the Government of the Republic of Tajikistan
Uzbekistan		Gosarkhitektstroy
		Ministry of Construction, Architecture and Housing and Communal Services

5 INTRODUCED FOR THE FIRST TIME

Information on the entry into force (termination) of this standard is published in the index "National standards".

Information about changes to this standard is published in the index (catalog) "National standards", and the text of changes - in information indexes "National standards". In case of revision or cancellation of this standard, the corresponding information will be published in the information index "National standards"

Introduction

This standard was developed on the basis of the standards of the System of Design Documentation for Construction (SPDS) and the Unified System for Design Documentation (ESKD).

This standard establishes the composition and rules for the implementation of design and working documentation for metal building structures of the KM brand, which is the main basis for the development of working detailing drawings of the KMD brand, a work production project (PPR), metal order and containing all the necessary and sufficient data to perform these works.

This standard includes the requirements of SN 460-74 "Temporary instructions on the composition and execution of construction working drawings of buildings and structures".

1 area of use

This standard establishes the composition and rules for the implementation of design and working documentation for building metal structures, developed at the stages of "working design", "project" and "working documentation" and carried out on paper or electronic media.

The requirements of this standard do not apply to the execution of detailed drawings of metal structures of the KMD brand.

2 Normative references

Throughout this standard, references are made to the following standards:

GOST 2.312-72 Unified system for design documentation. Conditional images and symbols of welded joints

GOST 2.315-68 Unified system for design documentation. Simplified and schematic illustrations of fasteners

GOST 2.321-84 Unified system for design documentation. Letter designations

GOST 2.410-68 Unified system for design documentation. Rules for the execution of drawings of metal structures

GOST 21.101-97 * System of design documentation for construction. Basic requirements for design and working documentation
________________
* The document is not valid on the territory of the Russian Federation. GOST R 21.1101-2009 is in force

GOST 21.110-95 System of design documentation for construction. Rules for the implementation of the specification of equipment, products and materials

GOST 21.501-93 * System of design documentation for construction. Rules for the implementation of architectural and construction working drawings
________________
* The document is not valid on the territory of the Russian Federation. GOST 21.501-2011 is in force, hereinafter in the text. - Note from the manufacturer of the database.

GOST 7798-70 Hexagon head bolts of accuracy class B. Design and dimensions

GOST 8240-97 Hot-rolled steel channels. Assortment

GOST 8509-93 Equal flange hot-rolled steel angles. Assortment

GOST 19903-74 Hot-rolled sheet metal. Assortment

GOST 23118-99 * Steel building structures. General specifications
________________
* The document is not valid on the territory of the Russian Federation. GOST 23118-2012 is in force, hereinafter in the text. - Note from the manufacturer of the database.

GOST 26020-83 Hot-rolled steel I-beams with parallel flange edges. Assortment

GOST 26047-83 Steel building structures. Symbols (brands)

GOST 27772-88 Rolled steel for building steel structures. General specifications

Note - When using this standard, it is advisable to check the validity of the referenced standards according to the index "National standards", compiled as of January 1 of the current year, and according to the corresponding information signs published in the current year. If the reference standard is replaced (changed), then when using this standard, the replacing (modified) standard should be followed. If the reference standard is canceled without replacement, then the provision in which the reference to it is given applies to the extent not affecting this reference.

3 General

4 Composition of design and working documentation

4.1 Design and working documentation for metal structures is developed by:

- in one stage - "working draft" (approved part and "working documentation");

- in two stages - "project" (approved part) and "working documentation".

4.2 The design stages depend on the category and complexity of the object and are established in the contract and design assignment.

The content of the sections of the documentation should reflect typical and well-grounded fundamental decisions, taking into account variant studies.

4.3 The composition of the project documentation developed at the stages "project" and "working draft" (approved part) include:

- explanatory note containing: output design data, basic technical and economic indicators and characteristics that are critical for safe and proper operation; loads and effects on metal structures and other necessary data;

- general arrangement drawings of metal structures of a building or structure;

- technical conditions (if necessary) - according to GOST 23118;

- calculations.

4.4 The working documentation includes the main set of working drawings for metal structures of the KM brand (hereinafter referred to as the working drawings for KM).

4.4.1 The main set of KM working drawings includes:

- Total information;

- loads and impacts on metal structures;

- loads on foundations;

- General view drawings of metal structures of a building or structure (plans, sections, views, fragments);

- layouts of elements of metal structures;

- drawings of elements of metal structures;

- drawings of assemblies of metal structures;

- specification of rolled metal products and products;

- calculations.

4.4.2 Working drawings of KM should contain the necessary and sufficient data for the development of detailed drawings of metal structures of the KMD brand, a project for the production of works and ordering rolled metal and metal products.

Deviations from the working drawings of the CM are not allowed. If necessary, these deviations should be agreed with the organization-developer of the working drawings of the CM.

4.5 Calculations of metal structures performed at all stages of design are not issued to the customer (unless otherwise provided by the contract).

Calculations are drawn up as text project document and deposited in the archive of the developer organization.

4.6 Drawings are drawn up in accordance with the basic requirements of GOST 21.101 (except for section 6) and the requirements of this standard.

4.7 Letter symbols for the names of the main structures and products in the design and working documentation - in accordance with GOST 26047 and GOST 2.321.

5 Rules for the design of KM drawings

5.1 General

5.1.1 The "General data" sheet according to the working drawings of the CM is drawn up in accordance with the general requirements of GOST 21.101.

5.1.2 On the sheet "General data", in general instructions, in addition to the information provided for by GOST 21.101 and GOST 21.501, give:

- information about loads and impacts for calculating the structures of a building or structure;

- information about the main structural features of a building or structure;

- design diagram of structures with information on loads and effects with the necessary explanations (if necessary);

- references to accepted design standards, technical specifications and regulatory documents for rolled metal products, welded joints and fasteners;

- description of installation and factory connections;

- information on measures to protect metal building structures from corrosion - in accordance with GOST 23118 and other regulatory documents;

- requirements for the manufacture and installation, including the requirements for the control of welded seams, as well as the accuracy in accordance with the current regulatory documents;

- technical and economic indicators obtained as a result of the development of the project (approved part);

- used conventional images and designations of bolts and welds not specified in GOST 2.312 and GOST 2.315;

- other additional information.

5.1.3 Applied conventional images of bolts and welds that are not included in GOST 2.312 and GOST 2.315 are shown in Tables 1 and 2.

Table 1 - Conditional images of bolts


Name	Image
1 Bolt accuracy class B (permanent)
2 Bolt temporary
3 High strength bolt
4 Self-tapping bolt

Table 2 - Conditional images of welds


Name	Weld image		Dimensions, mm
	factory	editing
1 The seam of a butt welded joint is continuous:
a) from the visible side;
b) from the invisible side
2 The seam of the butt welded joint is intermittent:
a) from the visible side
b) from the invisible side
3 The seam of a fillet, tee or overlap welded joint is continuous:
a) from the visible side
b) from the invisible side
4 The seam of a fillet, tee or lapped welded joint is interrupted:
a) from the visible side
b) from the invisible side
5 Seam of a welded lap joint, contact, spot
6 The seam of the welded joint with an electric rivet overlap (with a round hole)
Fillet weld leg; - length of the section to be welded; - seam size.

5.2 Loads and actions on metal structures

5.3 Loads on foundations

5.3.1 On sheets of loads on foundations, the following are given:

- value of loads on foundations;

- the accepted rule of signs of loads on foundations;

- layouts of foundation bolts for each brand of foundation;

- diameters, heights of protruding parts, lengths of cuts, steel grades of foundation bolts, embedded parts;

- requirements for deformability of foundations (if necessary).

An example of the design of a sheet of loads on foundations is given in Appendix A (Figure A.1).

5.4 General arrangement drawings of metal structures

5.4.2 General arrangement drawings are performed, as a rule, schematically and contain plans, views and sections.

If the construction is planned to be carried out in several stages, then the sequence of the construction of the building or structure should be reflected in the general arrangement drawings.

5.4.3 The general arrangement drawings indicate:

- main overall dimensions of structures;

- binding and basic parameters of technological equipment (lifting and transporting, etc.), affecting structures;

- characteristic marks;

- adjacent building structures that are not developed in the working drawings of the CM.

Overall dimensions are given both for the entire structure as a whole (spans, length, width, height, diameter, etc.), and for its largest elements (height of trusses, etc.).

Typical are the dimensions that determine the shape of a building or structure and its individual parts: slopes (roofs, bottoms, roadways, etc.), radii of curved surfaces, dimensions that determine the change in the width of the towers in height, etc.

5.5 Layouts of elements of metal structures

5.5.2 When performing layouts of elements on several sheets, the list of elements, as a rule, is placed on each sheet, or - on one sheet, the list of elements common for all sheets.

5.5.3 The technical requirements placed on the layout diagrams of the elements give:

- values of forces for calculating attachment of elements that are not indicated in the drawings and in the list of elements;

- additional information and technical requirements for manufacturing and installation, which are absent in the general data.

5.5.5 Examples of the execution of diagrams and marking of elements of metal structures are given in Appendix D (Figures D.1 and D.2).

5.6 Drawings of elements of metal structures

5.6.1 Drawings of elements of metal structures are performed if the structural features of the elements are not sufficiently identified on the layouts of the elements for the development of detailed drawings of the KMD brand.

5.6.2 The drawings of the elements of metal structures indicate:

- geometric dimensions;

- efforts;

- support reactions;

- marks of the top and bottom of structural elements;

- dimensions of individual parts;

- type of installation and factory connections;

- the name or brand of metal of the parts that make up the element;

- links to nodes;

- technical requirements.

5.6.3 In the technical requirements on the drawings of the elements, the following is given:

- efforts for calculating attachments not indicated in the drawing;

- additional requirements for the manufacture and installation of elements;

- numbers of sheets of layouts of elements.

5.6.4 The dimensions of welds and the number of fasteners are determined when developing detailed drawings of the KMD brand.

5.6.5 An example of the implementation of a diagram of a metal structure element is given in Appendix D (Figure E.1).

5.7 Drawings of assemblies of metal structures

5.7.1 On the drawings of nodes of metal structures, principal solutions of nodes are given that ensure the operation of the design scheme of a building or structure.

5.7.4 On the drawings of assemblies (at the stages "working design" and "working documentation") indicate:

- forces acting in the elements (if they are not specified in the list of elements);

- bindings to coordination axes;

- the thickness of the parts;

- dimensions of welded seams;

- types, strength classes, number, diameters and pitches of bolts or rivets;

- requirements for the treated surfaces;

- sections, names and brands of metal parts, not specified in the list of elements;

- technical requirements.

The dimensions of welds, the number and pitches of bolts or rivets are not indicated if they are determined when developing detailed drawings of the KMD brand.

5.8 Specifications of rolled metal

5.8.2 CM is drawn up for each type of structural elements, excluding processing waste and the mass of deposited metal.

5.8.3 For construction projects with a phased release of sets of working drawings, CM is a CM for each stage of construction.

5.8.4 On the basis of CM, form 2 is compiled into a consolidated specification of rolled metal products and products (CMC).

CM and CMC are allowed to be combined into a separate collection (CCM) with a title page in accordance with GOST 21.110 and a separate table of contents.

Each CM, CMC and CCM is assigned a designation, which includes: the basic designation established according to the system operating in the organization, and (through a dot) - the CM, CMC or CCM cipher and the serial number of the specification.

Examples of designations CM, CMC and CCM:

3-1824-403-KM.SM16

3-1824-403-KM. SMS

3-1824-403-KM.SSM,

where 3 is the number of the development department;

1824 - number of the construction site;

403 - number of the building according to the explication on the master plan;

KM is the brand of the main set of KM drawings.

Specifications (CM, CMC and CCM) are recorded in the list of attached documents.

5.8.5 An example of fulfilling the specification of rolled metal products is given in Appendix I (Figure I.1).

Appendix A (reference). An example of the design of a sheet of loads on foundations

Appendix A *
(reference)

_______________
* Quality of drawings applications AI in electronic version corresponds to the quality of the drawings of the appendixes given in the paper original. - Note from the manufacturer of the database.

An example of the design of a sheet of loads on foundations

Figure A.1 - Sheet of loads. Foundations loads

Appendix B (reference). Examples of general arrangement drawings

Appendix B
(reference)

Figure B.1 - General view when installing two tanks

Figure B.2 - General view of the mast

Figure B.3 - General view of the building

Figure B.4 - Layout of columns at an elevation of 0.000 m

Figure B.5 - Section 1-1

Appendix B (mandatory). Form 1 - List of elements

Appendix B
(required)

List of elements

Instructions for completing the bill of elements:

- in the column "Element grade" indicate:

the brand of the element according to the layout of the elements or the general view;

- in the column "Section" indicate:

"sketch" - the location of the details of the section of the element, the positions of the details of the section, the required dimensions,

"pos." - serial numbers of positions of parts,

"composition" is an abbreviated designation of profiles that make up a section, consisting of a conventional designation of profiles in accordance with GOST 2.410 and the number or dimensions of the profile in accordance with the standards or specifications for a specific type of profiles;

- in the column "Attachment force" indicate:

- reaction in the support section of the element, kN,

- longitudinal force in the element, kN,

- bending moment in the support section of the element, kN · m;

- in the column "Name or grade of metal" indicate the name or grade of metal for the entire element, if all parts of the element are made of the same metal, and by position - if the name or grade of metal of the parts are different;

- in the "Note" column indicate other necessary data about the element.

Example filling out form 1:

List of elements


Item brand		Attachment force	Name or grade of metal	Note

	Complicated

Appendix D (reference). Examples of the execution of diagrams and marking of elements of metal structures

Appendix D
(reference)

Figure D.1 - Sections 2-2, 3-3

Figure D.2 - Layout of coating elements along the lower belts of trusses

Appendix D (reference). An example of the implementation of the scheme of an element of a metal structure

Appendix D
(reference)

Figure E.1 - Rafter truss FP1

Instructions for filling out the specification of rolled metal

The CM and CMC specifications should indicate:

- in the column "Name of the profile, GOST, TU" - the name of the profile in accordance with the applied standards or specifications;

- in the column "Name or grade of metal, GOST, TU" - the name or grade of metal and designations of standards or technical conditions in accordance with which the delivery is made;

- in the column "Number or dimensions of the profile, mm" - the number or dimensions of the profile in accordance with the symbols given in the standards or technical specifications. The designation of the profiles is recorded in ascending order of their numbers or sizes;

- in the column "N pp" - sequential numbers of all lines in which the mass is indicated;

- in the column "Mass of metal by structural elements, t" - the mass according to the working drawings of the CM, determined with an accuracy of one tenth of a ton;

- in the column "Total mass, t" - the mass according to the working drawings of the CM, determined with an accuracy of one tenth of a ton.

For each name of the profile, the line "Total" is given, and for each grade of metal - "Total".

At the end of each CM and CMC, the following lines are given:

"Total mass of metal";

"Including by brands or names."

Appendix I (reference). An example of fulfilling the specification of rolled metal

Appendix I
(reference)

Figure I.1 - Specification of rolled metal, sheet 1

Figure I.1 - Specification of rolled metal products, sheet 2

Bibliography


	ISO 9001: 2000 *	Quality Management System. Requirements
________________ * Access to international and foreign documents can be obtained by following the link to the site http://shop.cntd.ru. - Note from the manufacturer of the database.

INTERSTATE COUNCIL FOR STANDARDIZATION, METROLOGY AND CERTIFICATION

INTERSTATE

STANDARD

Official edition

SSH1LTTM1fP [M

GOST 21.502-2016

Foreword

The goals, basic principles and basic procedure for carrying out work on interstate standardization are established by GOST 1.0-2015 “Interstate standardization system. Basic Provisions "and GOST 1.2-2015" Interstate Standardization System. Interstate standards. rules and recommendations for interstate standardization. Rules for development, acceptance, updating and cancellation "

Information about the standard

1 DEVELOPED by the Closed Joint-Stock Company "Central Order of the Red Banner of Labor Reasonably * Research and Design Institute of Building Metal Structures named after N.P. Melnikov "(CJSC" TsNIIPSK named after Melnikov ")

2 INTRODUCED by the Technical Committee for Standardization TC 465 "Construction"

3 ADOPTED by the Interstate Council for Standardization, Metrology and Certification (Minutes of November 22, 2016 No. 93-P)

4 By order of the Federal Agency for Technical Regulation and Metrology dated December 2, 2016 No. 1917-st, the interstate standard GOST 21.502-2016 was put into effect as a national * standard of the Russian Federation from July 1, 2017.

5 REPLACE GOST 21.502-2007

Information on changes to this standard is published in the annual information index "National Standards", and the text of changes and amendments is published in the monthly information index "National Standards". In case of revision (replacement) or cancellation of this standard, a corresponding notice will be published in the monthly information index "National Standards". Relevant information. notice and texts are also posted in information system common use- on the official website of the Federal Agency for Technical Regulation and Metrology on the Internet ()

In the Russian Federation, this standard cannot be fully or partially reproduced *, replicated and distributed as an official publication without the permission of the Federal Agency for Technical Regulation and Metrology.

GOST 21.502-2016

1 area of use............................................... ..................1

3 Terms and definitions .............................................. ................. 2

4 General ............................................... ..................... 2

5 Composition of working documentation .............................................. ............ 2

6 Rules for the design of drawings of the KM brand ............................................ .... 3

6.1 General data on working drawings ............................................ ..... 3

6.2 Drawings of a general view of metal structures ...................................... 3

6.3 Layouts of elements of metal structures ............................. 4

6.4 Drawings of elements of metal structures ........................................ 4

6.5 Drawings of assemblies of metal structures ............................................ 5

7 Specifications of rolled metal ............................................... ..........5

Appendix A (normative) Symbols and designations of fasteners

and seams of welded joints .............................................. ..7

designs ................................................. .............nine

Appendix B (informative) Example of carrying out loads on foundations ..................... 11

Appendix D (reference) Examples of general arrangement drawings ...................... 12

Appendix D (informative) Examples of the execution of diagrams of elements of metal structures ____ 16

Appendix G (reference) An example of filling out the list of elements ........................ 19

Appendix I (reference) An example of a drawing of an element of a metal structure .. .20

Appendix K (reference) An example of a drawing of a metal structure assembly ....... 21

Appendix M (informative) An example of filling out a specification for rolled metal products ................ 23

GOST 21.502-2016

INTERSTATE STANDARD

System of design documents for construction

RULES FOR IMPLEMENTATION OF WORKING DOCUMENTATION OF METAL STRUCTURES

System of design documents for construction. Execution rules of working documents for metal structures

Introduction date - 2017-07-01

1 area of use

This standard establishes the composition and rules for the implementation of working documentation for building metal structures of drawings of the KM brand.

The requirements of this standard do not apply to the execution of detailed drawings of metal structures of the KMD brand.

2 Normative references

8 of this standard, normative references to the following interstate standards are used:

GOST 2.306-68 Unified system for design documentation. Designations of graphic materials and rules for their application in drawings

GOST 2.312-72 Unified system for design documentation. Conditional images and symbols of welded joints

GOST 2.31S- 68 Unified system for design documentation. Simplified and schematic illustrations of fasteners

GOST 2.321-84 Unified system for design documentation. Letter designations GOST 2.410-68 Unified system for design documentation. Rules for the execution of drawings of metal structures

GOST 21.001-2013 System of design documentation for construction. General provisions GOST 21.101-97 * System of design documentation for construction. Basic requirements for design and working documentation

GOST 21.201-2011 System of design documentation for construction. Conditional images of elements of buildings, structures and structures

GOST 21.501-2011 System of design documentation for construction. Rules for the implementation of working documentation for architectural and structural solutions

GOST 535-2005 Rolled bars and shapes made of carbon steel of ordinary quality. General specifications

GOST 4121-96 Crane rails. Technical conditions

GOST 8240-97 Hot-rolled steel channels. Assortment

GOST 8509-93 Equal flange hot-rolled steel angles. Assortment

GOST 19903-74 Hot-rolled sheet metal. Assortment

GOST 23118-2012 Steel building structures. General specifications

GOST 26020-83 Hot-rolled steel I-beams with parallel flange edges. Assortment

* GOST R 21.1101-2013 is in force on the territory of the Russian Federation.

Official edition

GOST 21.502-2016

GOST 26047-2016 Steel building structures. Symbols (brands)

GOST 27772-2015 Rolled steel for building steel structures. General specifications

Note - When using this standard, it is advisable to check the validity of the reference standards in the public information system - on the official website of the Federal Agency for Technical Regulation and Metrology on the Internet or according to the annual information index "National Standards", which was published as of January 1 of the current year, and for the issues of the monthly information index "National Standards" for this year... If the reference standard is replaced (changed), then when using this standard, the replacing (modified) standard should be followed. If the reference standard is canceled without replacement, then the provision in which the reference to it is given applies to the extent not affecting this reference.

3 Terms and definitions

In this standard, the terms according to GOST 21.001, GOST 21.501 are used. as well as the following term with an appropriate definition:

3.1 structural unit (s): Coupling, connection between the elements of building structures and their constituent parts.

4 General

4.1 Working documentation of metal structures is performed in accordance with the requirements of GOST 21.101 (except for section 6) and this standard.

4.2 Conditional graphic images of elements of buildings, structures and building structures are taken in accordance with GOST 21.201.

4.3 Symbols of rolled profiles are taken in accordance with GOST 2.410.

4.4 Graphic images materials in sections, cuts, as well as the rules for their application are adopted in accordance with GOST 2.306.

4.5 Symbols (grades) of metal structures are taken in accordance with GOST 26047.

4.6 Basic lettering is taken in accordance with GOST 2.321.

4.7 Images of fasteners in connections must comply with those specified in GOST 2.315 and Table A.1 (Appendix A).

4.8 Conventional images and designations of welded joints should correspond to those indicated in Table A.2 (Appendix A).

In this case, the designation of the seams is allowed to be indicated without extension lines, placing them directly above or below the image of the corresponding weld, regardless of whether the weld is visible or invisible.

It is allowed to carry out conventional images and designations of welded joints in accordance with GOST 2.312.

5 Composition of working documentation

5.1 The working documentation for metal structures includes:

Working drawings (main set of working drawings of the KM brand);

Rolled metal specifications:

Calculations.

Note - Calculations are not included in the working documentation, unless otherwise specified in the agreement (contract) and design assignment.

5.2 The main set of working drawings of the KM brand include:

* general data on working drawings;

General view drawings of metal structures of a building or structures (plans, sections);

> layouts of elements of metal structures:

Bills of elements for layouts of metal structures;

Drawings of elements of metal structures;

Drawings of assemblies of metal structures.

GOST 21.502-2016

5.3 Working drawings of the KM brand should contain the necessary and sufficient data for the development of detailed drawings of metal structures of the KMD brand. project for the production of works and ordering rolled metal and metal products.

Deviations from the working drawings of the KM brand are not allowed. If necessary, these deviations should be agreed with the organization - the developer of working drawings of the KM brand.

6 Rules for the design of drawings of the KM brand

6.1 General data on working drawings

6.1.1 On the first sheets of the main set of working drawings of the KM brand, general data are given in accordance with GOST 21.101.

6.1.2 In general instructions, in addition to the requirements stipulated by GOST 21.101. lead:

Information about the main design features of a building or structure:

Information about loads and effects on metal structures:

Design diagram of structures with the necessary explanations:

Description of installation and factory connections:

Guidelines for the protection of metal building structures from corrosion in accordance with GOST 23118 and other regulatory documents:

Instructions for manufacturing and installation, including requirements for quality control of welded joints. as well as geometric dimensional accuracy in accordance with applicable regulations.

6.1.3 Information about loads and effects on metal structures is given, as a rule, in tabular form, in which they indicate: standard and calculated values of loads, safety factors for loading and data on possible combinations of technological and other loads and effects in accordance with the requirements of the current normative documents *, technological, architectural and construction assignments.

Examples of loading and impacting metal structures are shown in Figures B.1 and B.2 (Appendix B).

6.1.4 Loads on foundations include:

The value of loads on foundations:

The accepted rule of signs of loads on foundations;

Layouts of foundation bolts for each brand of foundation;

Diameters, heights of protruding parts, lengths of threads, steel grades of foundation bolts, embedded parts;

Requirements for deformability of foundations (if necessary).

An example of carrying out loads on foundations is shown in Figure B.1 (Appendix B).

6.2 General arrangement drawings of metal structures

6.2.1 General arrangement drawings are performed in the form of plans, views or sections of the corresponding structures with a simplified or schematic representation of the elements.

In the drawings of the general view of the metal structures of a building or structure, diagrams of structures with connections are given, indicating the relative position of structures, their connections and support on foundations.

6.2.2 On the general arrangement drawings, apply:

Coordination axes of a building or structure;

Dimensions that determine the distances between the coordination axes, elevations of areas located on different levels, other required sizes;

Binding to the coordination axes of the building (structure) or to necessary cases to other structures and the main parameters of technological equipment (lifting and transport, etc.). affecting structures;

Overall and typical dimensions;

* In the Russian Federation, SP 20.13330.2011 SNiP 2.01.07-85 * is in force. Loads and Impacts ".

GOST 21.502-2016

Height marks:

Adjacent building structures not developed in the working drawings of the KM brand. which are shown schematically with thin lines:

Lines and designations of sections;

Designation of detail elements (nodes and fragments);

Structural elements marks.

The overall dimensions are given both for the entire structure as a whole (spans, length, width, height, diameter, etc.), and for its largest elements (height of trusses, etc.).

6.2.3 Examples of general arrangement drawings are shown in Figures D1-D.4 (Appendix D).

6.3 Layouts of elements of metal structures

6.3.1 Layouts of elements of metal structures are performed in accordance with subsection 6.3 of GOST 21.501-2011, taking into account the peculiarities of the execution of drawings of metal structures.

6.3.2 The marking of the elements of metal structures is indicated, as a rule, on the layout diagrams of the elements. Structural elements that are not included in the layout diagrams of the elements are marked on the general arrangement drawings and assemblies in accordance with GOST 26047.

6.3.3 A list of elements is compiled for each layout of elements of metal structures in form 1, given in Appendix E.

The list of elements is placed on the sheet where the corresponding diagram is shown.

It is allowed to carry out the list of elements on a separate sheet.

It is allowed to draw up one general list of elements for all layouts, indicating in the "Note" column a link to the sheets where these schemes are located.

6.3.4 The technical requirements placed on the layout diagrams of the elements give:

Values of forces for calculating attachment of elements that are not indicated in the drawings and in the list of elements;

Additional information and technical requirements for manufacturing and installation that are not included in the general data.

6.3.5 Examples of the execution of layouts of elements of metal structures are shown in Figures E.1 and E.2 (Appendix E).

6.3.6 An example of filling out the list of elements is shown in Figure G.1 (Appendix G).

6.4 Drawings of elements of metal structures

6.4.1 If the structural features of the elements are not sufficiently identified on the layouts of the elements of metal structures for the development of detailed drawings of the KMD brand. then they additionally carry out drawings of elements of metal structures.

6.4.2 The drawings of the elements of metal structures indicate:

Geometric dimensions;

Effort values;

Support reactions;

Top and bottom marks of structural elements;

Dimensions of individual parts:

Type of installation and factory connections;

Names or brands of metal of the parts that make up the element;

Technical requirements.

6.4.3 In the technical requirements on the drawings of the elements of metal structures, the following are given:

The values of the forces for the calculation of attachments, which are not indicated in the drawing;

Additional requirements for the manufacture and installation of elements;

The numbers of the sheets on which the layouts of the structural elements are located.

6.4.4 The dimensions of welded seams and the number of fasteners are determined when developing detailing drawings of the KMD brand.

GOST 21.502-2016

6.4.5 An example of a drawing of a metal structure element is shown in Figure I.1 (Appendix I).

6.5 Drawings of assemblies of metal structures

6.5.1 On the drawings of assemblies of metal structures, principal solutions are given that ensure the operation of the design scheme of a building or structure.

6.5.2 The drawings of assemblies depict elements of metal structures converging at a node, indicating the bindings to coordination axes, axes of elements, surfaces of parts, elevations of the top or bottom of structural elements.

An example of a drawing of a metal structure assembly is shown in Figure K.1 (Appendix K).

6.5.3 The drawings of assemblies depict adjacent structural elements that are not developed in these working drawings of the KM brand, indicating their sizes, bindings and other requirements necessary for the development of detailed drawings of the KMD brand.

Drawings of the simplest structural units that do not require explanation are developed in detail drawings of the KMD brand.

6.5.4 The drawings of the units indicate:

The values of the forces acting in the elements (if they are not specified in the list of elements);

Snaps to coordination axes:

Part thicknesses:

Dimensions of welds;

Types, strength classes, number, diameters and pitches of bolts or other fasteners:

Requirements for the treated surfaces:

Sections, names and brands of metal parts not specified in the list of elements:

Technical requirements.

Note - The thicknesses of parts, dimensions of welds, number, steps and strength class of bolts or other fasteners are not indicated if they can be determined when developing detailed drawings of the KMD brand.

7 Specifications of rolled metal

7.1 The specification of rolled metal and products (CM) is drawn up to the layouts of elements according to Form 2, given in Appendix L.

The format of the sheet on which the CM is performed. taken in accordance with GOST 2.301, depending on the number of columns in the column "Mass of metal by structural elements, t".

7.2 CM are compiled for each type of structural elements, excluding processing waste and the mass of deposited metal.

7.3 For construction projects with a phased release of sets of working drawings, KM marks are CM for each set of drawings.

7.4 On the basis of the CM, form 2 (see Appendix L) is compiled a summary specification of rolled metal and products (CMC).

7.5 The first sheet of the CM and CMC specification is drawn up with the main inscription in form 3. the subsequent ones - in form 6 of GOST 21.101-97.

7.6 CM and SMS are allowed to be combined into a separate collection (CCM).

Every CM. SMS and CCM assign a designation, which includes the basic designation. installed according to the system operating in the organization, through a hyphen - the mark of the main set of drawings and through a dot - the code and serial number of the specification:

Example - 2345-12-HM.CM16: 2345-12-HM.CMS; 2345-12-KM.SSM,

where 2345-12 is the basic designation. The basic designation includes, for example, the number of the agreement (contract) and / or the code of the construction object, as well as the number of the building or structure according to the general plan;

КМ - mark of the main set of drawings;

CM16. SMS. CCM - cipher and serial number of specifications.

GOST 21.502-2016

7.7 The first sheet of the collection of CCM specifications is the title page, executed in form 15 of GOST 21.101-97 on an A4 sheet.

After the title page, the content is placed, which is performed in accordance with GOST 21.101.

Example - 2345-12-KM.SSM-S

7.6 CM and CMC are recorded in the "Attached Documents" section of the statement of reference and attached documents, which is included in the general data on working drawings. If the specifications are merged into the CCM. then in the section "Attached documents" only the collection is recorded.

7.9 Examples of fulfilling the specification of rolled metal are shown in Figures M.1 and M.2 (Appendix M).

7.10 Changes to the specification are made in accordance with GOST 21.101, taking into account the requirements of this standard.

Information about the changes made to the specifications, assembled in the form of a collection (CCM), is given in the "Note" column of the content of the collection of specifications.

The title block change table does not reflect revisions. made to the content due to changes in the CM and SMS.

The table of registration of changes on the title page of the collection is not placed.

GOST 21.502-2016

Appendix A

(required)

Conditional images and designations of fasteners and seams of welded joints

Table A.1 - Conditional images of fasteners and holes

Table A.2 - Conditional images and symbols of welded joints

Name	Weld image		Dimensions mm
Name	Factory	Mounting	Dimensions mm
1 Seam of a butt-welded joint a) from the visible side b) from the invisible side

2 The seam of the butt-welded joint is interrupted a) from the visible side b) from the invisible side

3 Seam of a welded joint of fillet, tee or lapped-over-welded joint: a) visible side b) from the invisible side

GOST 21.502-2016

End of Table A.2

Name	Weld image		Dimensions.Ni
	Zavodsky	Editing
4 A seam of a welded joint of fillet, tee or lapped-interrupted: a) visible side b) from the invisible side

5 Seam of a welded lap joint, contact, spot
6 Seam of a welded joint of an epektrosis-riveted overlap (with a round hole)

kf is the leg of the fillet weld: / is the length of the section to be welded, and is the distance between the sections of the seam.

GOST 21.502-2016

Figure B.1 - An example of performing loads on metal structures

GOST 21.502-2016

Appendix B

(reference)

An example of carrying out loads on foundations

GOST 21.502-2016

Appendix D

(reference)

Examples of general arrangement drawings

Figure D.1 - An example of a drawing of a general view of the tank

Paaoeal-I Plan umtu Razyaz-Z Paaoeal4-4

Figure D.2 - An example of a drawing of a general view of mint

GOST 21.502-2016

Column layout at 0.000

Figure D.3 - An example of the implementation of the layout of the chisels of an industrial building

GOST 21.502-2016

Figure A4 - An example of a section of an industrial building

GOST 21.502-2016

Layout of cover elements along the lower belts of trusses

GOST 21.502-2016

Appendix D

(reference)

Examples of execution of diagrams of elements of metal structures

Figure E1 - An example of the implementation of the layout of the coating elements

nm Section 2-2 (6) nm

Cut 3-3 (6)

Figure E2 - An example of the execution of sections of an industrial building

GOST 21.502-2016

Form 1 - list of elements

Form 1-List of elements

E.1 In the list of elements indicate

In the column "Brand of the element" indicate:

element brand according to the layout of elements or general appearance:

E column "Section" indicate:

"Sketch" - the location of the details of the section of the element, the position of the details of the section, the required dimensions.

"Pos." - serial numbers of positions of parts.

"Composition" is an abbreviated designation of profiles that make up a section, consisting of a conventional designation of profiles in accordance with GOST 2.410 and the number or dimensions of the profile in accordance with the standards or specifications for a specific type of profiles:

In the column "Attachment force" indicate:

A - the reaction in the support section of the element. kN.

N - longitudinal force in the element. kN.

M is the bending moment in the support section of the element. kN * m.

It is allowed to indicate additional indicators (values) of efforts for attaching H, M x. Mu M tp, etc., with their obligatory illustration on diagrams or nodes:

E column "Name or grade of metal" indicate the name or grade of metal for the entire element. if all parts of the element are made of the same metal, and by position - if the name or grades of the metal of the parts are different:

In the column "Note" indicate other necessary information about the element.

F.2 The sizes of the table columns, if necessary, can be changed at the discretion of the developer.

GOST 21.502-2016

Appendix G

(reference)

An example of filling out a list of elements

element	Al and attachment efforts	Name or grade of metal	Note
element		Name or grade of metal	Note

Figure G.1 - An example of filling out the list of elements

On the backs, _yam

Rafter truss FP1

Fasoncm 112. C2S5; other than agreed

IG 63x5 IG 160x12

Support rib 200x20: С346-3

Figure I.1 - An example of the execution of a drawing of a metal ko no pyx tain

O

GOST 21.502-2016

Appendix K

(reference)

An example of the execution of a drawing of a node of metal structures

GOST 21.502-2016

Form 2 - Specification of rolled metal

Nshmyayayanio profile gost, tu	NrimvnOnion or march potahili GOST, TU	unrm pttppgch gp apementsh ionepipiA t
Nshmyayayanio profile gost, tu	NrimvnOnion or march potahili GOST, TU

A.1 The specifications of the CM and CMC should indicate

In the column “Profile name. GOST, TU "- the name of the profile in accordance with the applied standards or specifications:

In the column “Name or grade of metal. GOST. TU "- the name or grade of the metal and designations of standards or technical conditions, in accordance with which the delivery is made:

In the column "Pos." - serial numbers of positions in which the mass of metal is indicated by structural elements:

In the column "Mass of metal by structural elements, t" - mass according to working drawings of the KM brand. determined with an accuracy of one tenth of a ton:

In the column "Total mass, t" - the mass according to the working drawings of the CM. determined with an accuracy of one tenth of a ton.

For each name of the profile, the line "Total" is given, and for each grade of metal - "Total".

At the end of each CM and SMS, the following lines are given:

"Total mass of metal":

"Including by brands or names."

K.2 The dimensions of the graph specifications, if necessary, can be changed at the discretion of the developer.

GOST 21.502-2016

Appendix M

(reference)

An example of filling out a specification for rolled metal products

	Naima noanie or GOST metal grade. THAT	Profile number or dimensions mm	Masea Metal L Moments Keystous
Name profile GOST TU	Naima noanie or GOST metal grade. THAT	Profile number or dimensions mm

I-beam "	GOST 27772-68
steel pipes
(■ [appmyshni butt edges
GOST 26020-83	GOST 27772-68

Total profit
Ugot "steel ***
DOMDOSiHmi **	GOST 27772-68
by gost adoe
All profit
	GOST 27772-88
shawpperm	GOST 27772-88
gvrtnekatam "* GOST $ 2 "S-97

Howling profip

								2345-13-KM.SM16

								(Name of the developer and construction site)


								(Name of the construction object)


								Specification rolled metal

Format l!

Figure M.1 - An example of filling out a specification for rolled metal products

GOST 21.502-2016

		profile number or dimensions mm	weight of metal for construction cements, g
Name profile GOST. THAT	Name or GOST metal grade. THAT	profile number or dimensions mm

hot rolled	GOST 27772.ve
GOST 19903-74
Total Profiles
Total metal mass:
Including by brands
or names

2345-13-KM.SM16

Figure M.2 - An example of filling out the specification of megalprokag

GOST 21.502-2016

UDC 691: 002: 006.354 MKS 01.100.30

Key words: system of design documentation for construction, metal structures, composition, working documentation, design rules, working drawings of the KM brand. general data, loads and impacts, general arrangement drawings, element drawings, assembly drawings, element arrangement diagrams, rolled metal specifications

Editor S.I. Bochkova Technical editor V.N. Prusakova Proofreader RA Mvntova Computer layout P.А. Circular

Put in the set 12/20/2016. Signed on the post "30.01.2017. Format 60 "64 V§. Headset Arial Usp. print l. 3.72. Uch.-iad. p 3.37 Circulation S4 em. Zach. 250.

Prepared on the basis of electronic version provided by the developer of the standard

Published and printed by FGUP STANDARTINFORM. 12399S Moscow. Granatny lane .. 4.

Heck. eight

Heck. nine

3.3.14. Drawings are allowed for simple parts that are directly part of the monolithic reinforced concrete structure, do not carry out, but give all the necessary data for their manufacture in the specification and, if necessary, place images of these parts in the drawing of a monolithic structure. With a large number of parts, the data necessary for their manufacture are given in a statement in form 6.

An example of filling out a statement is given in Appendix 11.

3.4. Specifications for layouts of structural elements

3.4.1. The specification for the layout of structural elements is compiled in form 7 or 8 of Appendix 7 of GOST 21.101.

3.4.2. The specification for the layout of prefabricated structures is filled out in sections:

1) elements of prefabricated structures;

2) monolithic areas;

3) steel and other products.

3.4.3. The specification of a monolithic structure, consisting of several elements, for each of which a separate reinforcement scheme is performed, is divided into sections for each element.

3.4.4. The name of each section of the specification of a monolithic structure is indicated in the form of a heading in the column "Name" and underlined. The names of the sections include the brand of the element and, after a dash, the number of elements per monolithic structure.

Examples: 1. Beams BM1 - pcs. 2.

2. Plate Pm1 - pcs. 1.

Each section of the specification of a monolithic structure consists of subsections, which are arranged in the following sequence:

1. Assembly units.

2. Details.

3. Standard products.

4. Materials.

In the section "Assembly units", the elements that are directly included in the specified monolithic structure are recorded in the following sequence:

1. Spatial frameworks.

2. The frames are flat.

4. Products for mortgages.

The subsection "Materials" records materials that are directly included in the specified structure (for example, concrete).

4. WORKING DOCUMENTATION
FOR BUILDING PRODUCTS

4.1. The composition of the working documentation for a construction product generally includes a specification, an assembly drawing, drawings of parts and, if necessary, technical conditions.

4.2. When executing a group working document for products, products of the same name, single configuration and having common design features are combined into one group.

4.3. Variable sizes, not the same for all designs, covered by one image, are applied with letter designations, the number of which should, as a rule, be no more than three.

4.4. If necessary, a test scheme, a design scheme, or indicate their bearing capacity, is given to the drawings of the products.

4.5. On the assembly drawing of the product or on its schematic representation, the points of attachment of the lifting or supporting devices are indicated in accordance with Fig. ten .

11.1 Specification of rolled metal products (CM) is intended for ordering rolled metal products.

11.2 SM should be carried out in accordance with Figure 10 or Figure 11 according to the CM drawings, excluding processing waste and the mass of deposited metal.

11.3 For construction projects with the release of sets of working drawings of the KM brand in stages, it is necessary to draw up a CM for each stage.

11.4 CM should be drawn up for each type of structural elements in accordance with the sections of the price list of wholesale prices for building steel structures or other regulatory documents.

11.5 On the basis of CM, a free specification of rolled metal (CMC) is compiled in the same form.

11.6 CM and SMS are allowed to be combined into a separate collection (CCM) with its own title page in accordance with GOST 21.110 and a table of contents.

Each CM, SMS and CCM is assigned an independent designation consisting of the designation of working drawings in accordance with GOST 21.101 and STP 15-95 through the hyphen of the CM, CM C or CCM cipher and the CM serial number.

For example, XX - XXXX - XX - KM.SM.16

XX - XXXX - XX - KM.S.C

XX - XXXX - XX - KM.SSM

CM, SMS and CCM are recorded in the list of attached documents.

11.7 When performing CM in the form of separate sheets of working drawings of the KM brand, the CM tables (Fig. 11) are included in the set of working drawings of the KM brand.

11.8 Columns CM and CMC should indicate:

in the column "Brand or name of metal, GOST, TU" - the brand or name of the metal and the number of the state standard or technical conditions under which the delivery is made;

in the column "Name of the profile, GOST, TU" - the name of the profile subgroup according to the "All-Russian classifier of products OK 005-93". - M :, IPK Standards Publishing House, 2000;

in the column "Line number" - sequential numbers of all lines in which the mass is indicated;

in the column "Number or dimensions of the profile, mm" - the number or dimensions of the profile in accordance with the symbols given in the state standards or technical specifications, and the length of the profile, if supplied in measured lengths. The length of the profile is indicated in the second line. Within the limits of the name, the profiles are recorded in ascending order of their numbers or sizes;

in the column "Grade code or name of metal" - a four-digit code of the grade or name of the metal in accordance with the OKP (block of grades of metal and alloys);

in the column "Profile code" - a four-digit profile code in accordance with the OKP (block of profiles);

in the column “Tech. har. " - a four-digit code of the technical characteristics of the profile in accordance with the OKP (block technical requirements);

In the column “Code conv. delivery "- two-digit codes of delivery conditions in accordance with the OKP (block of order forms and delivery terms). The column is filled in if necessary;

in the column "Mass, t" - the mass according to the working drawings of the CM, determined with an accuracy of one tenth of a ton;

in the column "Total mass, t" - the mass according to the working drawings of the CM, determined with an accuracy of one tenth of a ton.

For each name of the profile, the line "Total" is given, and for each grade of steel - the line "Total";

In the columns "Grade code or metal name", "Profile code", "Technical code. har. "," Code conv. deliveries ”write codes only at the request of the customer.

11.9 At the end of each CM and SMS, the following lines are given:

“Total weight of metal”, “Including by brands or names”, “Including by enlarged types of assortment”.

11.10 An example of SM execution is given in Appendix E.

Picture 1

Picture 2

Figure 3

Figure 4

Figure 5

Figure 6

Figure 7

Figure 8

Figure 9

Figure 10

Figure 11

Appendix A

(reference)

Directions
on welding and selection of welding consumables

A General instructions

1 All factory connections of metal structures are welded. Mounting welded joints are indicated in the nodes.

2 Welding materials corresponding to steels are taken according to table 55 * SNiP II-23-81 * (1991 edition).

3 Instructions for welding structures:

Butt, waist and fillet welds in elements longer than 2 m are recommended to be performed by automatic submerged arc welding; other factory seams of all elements - by mechanized welding in an atmosphere of carbon dioxide or in its mixture with argon;

The values of the coefficients β f, β z and the calculated shear resistance of the weld metal R ωf, R ωz are taken according to tables 3, 4 *, 34 * SNiP II-23-81 *;

The dimensions of fillet welds indicated in the drawings are taken from the calculation: factory - for mechanized welding in carbon dioxide with a welding wire with a diameter of 1.4 - 1.6 mm in the lower position and horizontal on the vertical plane; wire with a diameter of 0.8 - 1.4 mm - in vertical and overhead positions; assembly - for manual arc welding;

When switching to other types of welding or welding materials, as well as when applying special measures aimed at increasing the productivity of the welding process, the dimensions of all agreed welds must be recalculated in accordance with the instructions of SNiP II-23-81 *;

When welding steel structures with a design resistance of up to 2400 kg / cm 2, welded with steels of higher strength, use electrodes of the E42A type.

4 The dimensions of the design welds should be taken depending on the forces indicated on the diagrams and in the lists of structural elements, except for those specified in the nodes, and also depending on the thicknesses of the welded elements.

5 Weld seams with grooving should be performed with full penetration, with obligatory stripping and subsequent welding of the root of the seam. The use of welding on the remaining linings is prohibited, except for certain special cases specified in the KM drawings or subject to agreement with the author of the project.

All full penetration welds shall be non-destructively inspected for quality. Quality control of welded joints should be carried out taking into account the requirements of GOST 23118-99 “Steel building structures. General technical conditions ".

The beginning and end of butt welds and fillet welds with full penetration should be brought out of the welded parts onto the lead-out strips, followed by their removal and cleaning of the installation sites.

6 The minimum legs of fillet welds should be taken according to table 38 * SNiP II-23-81 *.

The minimum length for fillet welds is 60 mm.

7 When welding tee, fillet and cruciform joints from low-alloy steel C345 with a thickness of 20 mm and more, in order to reduce the likelihood of fracture of welded joints associated with physical inhomogeneity of rolled steel in thickness, additional technological measures should be provided for in the development of welding technology:

Compulsory thorough calcination of welding materials and their issuance for work in accordance with the requirements for their preparation, storage and use;

Obligatory cleaning of the welded elements before welding from mill scale, rust and other contaminants to a width of 20 mm in each direction from the groove edge;

Compliance with the design dimensions of the calculated and off-design fillet welds, preventing their reduction;

Elimination of sharp sinks between rollers with a depth of more than 0.5 mm, undercuts during the transition from the weld metal to the base metal and other stress concentrators;

Inspection of full penetration seams with ultrasonic flaw detection or penetrating radiation inspection to detect possible cracks and discontinuities in welded seams and the heat-affected zone.

8 Clause 7 lists the basic requirements for welded joints of metal structures, taking into account the physical inhomogeneity of rolled products in thickness. Plants - manufacturers, installation organizations (if necessary to perform assembly welding), on the basis of the adopted technology and available practical experience, can apply other technological measures aimed at ensuring high-quality performance of welded joints in accordance with the KM drawings and the requirements of the standards.

9 In order to prevent the formation of cracks in welded joints and layered cracking of rolled products under the action of welding stresses and loads, Special attention for strict observance of the technology of assembly and welding of metal structures, ensuring the requirements of norms, technical conditions, standards, the work of the plant's quality control department at all stages of the manufacture of metal structures.

10 The final quality control of welded joints of structures made of S345 steels should be carried out no earlier than 48 hours after the completion of welding of the tested unit. Identified defects in welded structures must be examined and corrected. Without meeting these requirements, it is prohibited to prime and send metal structures from the manufacturer and their acceptance at installation.

11 Welding of joints from high-strength steels C375 and higher should be carried out using a specially developed technology that takes into account the specifics of structures, their stress state and other factors.

Welding technology can be developed by the TsNIIPSK Institute named after V.I. Melnikov under a separate agreement (contract).

B Instructions for making welded joints of rolled and welded beams

1 Factory and erection joints (joints) of rolled and welded beams are made end-to-end with full penetration of the edges of the shelves and walls and must be equal in strength to the base metal of the section.

2 The location of the mounting joints is indicated either in the KM drawings, or is determined by the manufacturer (together with the installation organization) with the obligatory agreement with the authors of the project.

3 The technology of assembly and welding of factory and erection joints (joints) can be developed by the Institute of TsNIIPSK im. Melnikov as part of an additional agreement (contract).

B Instructions for the implementation of welded joints of elements from angle profiles with packings in the nodes of lattice structures

When making welded joints of lattice elements made of corner profiles with packings of rafter and rafter trusses, column branches, ties and other lattice structures, the following additional requirements must be observed (see node A):

1 Welding seams attaching the lattice elements to the gussets should be performed with welding the ends of the corners.

2 The lengths of the overlap of the corners on the gusset l n1, l n2 shall be determined based on the bearing capacity of the gusset (pull-out, cut, etc. factors) and welded seams along the butt and feather, ensuring the transfer of forces acting in them. The lengths l n1, l n2 should be at least 1.7b 0 along the butt and 1.1b 0 along the pen (where b 0 is the width of the corner shelf adjacent to the gusset).

3 When assembling the units, it is necessary to press the corners of the lattice to the gusset along the entire junction plane in order to meet the requirements for clearances in accordance with GOST 14771-76 * or GOST 5264-80 * (type of connections T1, H1).

Tacking is allowed at a distance of 30 - 35 mm from the end of the corner.

4 Weld seams of fastening corners to gussets should be performed in the following sequence:

4.1 Carry out welding of the Ш1 seam along the corner of the corner with the beginning at the edge of the gusset (see paragraph 5) and ending at the middle of the end of the corner;

4.2 Welding the Ш2 seam along the edge of the corner with the beginning at the edge of the gusset (see item 5) and ending in the middle of the edge of the corner with the overlap of the Ш1 seam by 20 - 30 mm;

4.3 Perform, if necessary, additional passes of the welds Ш1 and Ш2 along the butt and feather with an offset of the beginning of each subsequent pass by 10 mm, providing the calculated size of the legs.

5 Beginning of seams Ш1 and Ш2 with a deviation from the edge of the gusset by at least 10 - 15 mm.

6 The craters of the welds must be welded and free from cracks.

7 The quality of welds should be checked.

Appendix B

(reference)

Directions
for making field connections with bolts

A Friction joints with high strength bolts

1 The joints are designed in accordance with the provisions of SNiP II-23-81 * (edition 1991) and are calculated assuming the transfer of forces acting in the elements by friction forces arising along the contacting planes of the connected elements from the tension of high-strength bolts. The distribution of the longitudinal force between the bolts is assumed to be uniform. For the determination of the bolt forces from the acting loads, see the instructions on the KM drawings. The numerical value of the friction forces is directly proportional to the values of the friction coefficients on the contact surfaces, the pre-tensioning forces of high-strength bolts and the number of friction planes.

Bolts М20, 24-6gх1.110 GOST 22353-77 *;

Nuts М20, 24-6Н.110 GOST 22354-77 *;

Washers 20, 24 GOST 22355-77 *.

Note. At the design temperature of the construction area from -40 ° C to -65 ° C, bolts and nuts of climatic modification ХЛ, location category 1 (ХЛ1) should be used.

3 The hole diameter is assumed to be 28 mm for M24 bolts and 23 mm for M20 bolts, except as specified in the drawings. When drilling holes, use conductors or other specialized equipment that ensures that the quality requirements and tolerances in hole dimensions are met in accordance with the requirements for the manufacture of the structure (see Section IV).

4 In places where high-strength bolts are installed, the contact surfaces of structural elements and linings should not be primed or painted.

5 Method of processing (cleaning) the contact surfaces of the joint - steel brushes without preservation. The calculated value of the coefficient of friction is taken μ = 0.35.

6 Method of adjusting the tension of the bolts - by the tightening torque ("according to M").

7 The tightness of the package screed is checked with a 0.3 mm thick probe, which should not penetrate into the area of the outermost hole, limited by a radius of 1.3d 0 from the center of this hole (d 0 is the hole diameter).

8 After the connection has been accepted, the brand of the foreman and the person responsible for making the bolted connection is applied to each node in an accessible place for inspection. The height of the stamp must be at least 8 mm. The place where the stamp is installed (about 100 × 100 mm in size) is painted with white paint.

9 All tensioning and tension control work should be recorded in the high-strength bolt assembly control log.

10 The number of bolts in the joints and the thickness of the lining is determined in accordance with the Guidelines for the calculation of units on high-strength bolts, if they are not specified in the drawings of the units.

11 Plates of the same geometrical shape, but differing in thickness by less than 4 mm, should be unified and adopted for the larger of them. It is not allowed to use overlays of the same thickness and geometrical shape made of different steels.

12 Distances between the centers of the hole and to the edge of the element in the longitudinal and transverse directions are taken in accordance with table. 39 SNiP II-23-81 *, except for those specified in the KM drawings.

13 With a difference in the planes of the elements to be connected from 0.5 to 3 mm, to ensure a smooth bending of the lining, the edge of the protruding part must be smoothed with an emery stone at a distance of at least 30 mm from the edge. With a difference of more than 3 mm, gaskets made of steel S235 and higher should be used in accordance with GOST 27772-88 and processed on installation from both sides in the same way as the pads.

14 Each bolt is fitted with two round washers, one under the bolt head and the other under the nut. It is forbidden to put more than one washer on each side of the package.

B Connections on permanent bolts of accuracy class B, working for shear and tension

1 Connections on bolts of accuracy class B are calculated on the assumption that the forces acting in the elements are transmitted by the resistance of the connected elements to shear, shear and tension. When performing mounting connections on bolts, be guided by "Recommendations and standards for the technology of bolting in mounting joints of metal structures", Moscow, TsNIIproektstalkonstruktsiya, 1988

2 Bolts of accuracy class B, nuts and washers should be taken:

Bolts of strength class 5.6:

Bolts М12, 16, 20, 24-6gx1.5.6 GOST 7798-70 *, GOST 1759.0-87 * and GOST 1759.4-87 *; the brand of the plant and the marking of the strength class are required; the use of free-cutting steel, as well as lightweight bolts (the diameter of the smooth part is equal to the average diameter of the thread) is not allowed;

· Nuts of strength class 5: М12, 16, 20, 24-6Н.5 GOST 5915-70 *, GOST 1759.5-87;

Bolts with strength class 8.8:

Bolts М16, 20, 24-6gх1.8.8 GOST 7798-70 *, GOST 1759.0-87 * and GOST 1759.4-87 *; the use of lightweight bolts (the diameter of the smooth part is equal to the average diameter of the thread) is not allowed;

· Nuts of strength class 8: М16, 20, 24 - 6Н.8 GOST 5915-70 *, GOST 1759.5-87;

Bolts of strength class 10.9;

Bolts М16, 20, 24-6gх1.10.9 GOST 7798-70 *, GOST 1759.0-87 * and GOST 1759.4-87 *; the use of lightweight bolts (the diameter of the smooth part is equal to the average diameter of the thread) is not allowed;

· Nuts of strength class 10: М16, 20, 24-6Н.10 GOST 5915-70 *, GOST 1759.5-87.

Washers for bolts of all property classes

Washers (flat) 12, 16, 20, 24 GOST 11371-78 * and GOST 18123-82 *;

3 Bolts of strength classes 5.6, 8.8, 10.9 with diameters d b ≥ 16 mm should be used with guaranteed characteristics of impact strength in accordance with GOST 1759.4-87 *.

4 The use of bolts without marking is not allowed.

5 The difference between the nominal diameters of the hole and bolts shall be taken equal to 2 mm, except for those specified in the KM drawings.

When drilling holes, use conductors or other specialized equipment that meets the quality requirements and tolerances in hole sizes. Permissible deviations from the nominal diameter and ovality - no more than +1.0 mm. The deviation of the distance between the centers of the holes in the group should not exceed 1.0 mm for both adjacent and extreme holes. The misalignment of the axes of the holes (blackness) is no more than 1.5 mm.

6 When assembling the connections, the bolt threads should not be in the hole at a depth of more than half the thickness of the element adjacent to the nut. In single-shear joints, the bolt heads should be located on the side of the thinner element, in double-shear joints - on the side of the thinner lining.

7 One round washer must be installed under the bolt heads and under the nuts.

8 The nuts must be secured against self-loosening by setting the locknuts.

9 Nuts and locknuts must be tightened to failure with a wrench with a handle length of 150 - 200 mm for bolts M12, 250 - 300 mm - M16, 450 - 500 mm - M20, 600 - 650 mm - M24 with a force of at least 30 kg.

10 The tightness of the package screed is checked with a 0.3 mm thick probe, which should not penetrate into the area of the outermost hole, limited by a radius of 1.3d 0 from the center of this hole.

B Flange connections with high strength bolts.

1 Manufacturing and installation of structures with shale joints should be carried out in accordance with section IV of the general data, "Recommendations for the calculation, design, manufacture and installation of flanged joints of steel building structures" (VNIPIPSK, TsNIIPSK, Moscow, 1989) and these Instructions.

2 High-strength bolts, nuts and washers take:

Bolts М24-6gx1.110ХЛ1 GOST 22353-77 *;

Nuts М24-6Н.110ХЛ1 GOST 22354-77 *;

Washers 24 GOST 22355-77 *.

Technical requirements and material of bolts, nuts and washers according to GOST 22356-77 *.

3 For flanges of steel structure elements subject to tension, bending or their combined action, sheet steel should be used in accordance with GOST 19903-74 * with guaranteed mechanical properties in the direction of the thickness of rolled products in accordance with TU 14-1-4431-88 classes 3 - 5 grades 09G2S-15 and 14G2AF-15 or according to TU 14-105-465-89 grade 14G2AF-15.

Flanges can be made of low-alloy steel sheet S345, S375 in accordance with GOST 27772-88 quality category 3 or 4 with a relative narrowing in the direction of the thickness of the rolled product Ψ z ≥ 15%.

Check mechanical properties steel in the direction of the thickness of the rolled steel is carried out by the manufacturer of building steel structures according to the method described in Appendix 8 "Recommendations ..." (see item 1 of this section).

4 When drilling holes, use conductors or other specialized equipment that ensures that the quality requirements and tolerances in hole sizes are met in accordance with the manufacturing requirements.

Hole diameter - 28 mm, except for those specified in the KM drawings.

5 The quality of steel for flanges must meet the requirements specified in table 1 "Recommendations ..." (see paragraph 1 of this section).

The quality control of steel by ultrasonic flaw detection is carried out by a manufacturer of building steel structures.

6 Quality control of welds connecting flanges with chords of trusses should be performed in accordance with table. 1 and 4 GOST 23118-99 and table. 8, 9, 10 SP 53-101-98.

7 The contact surfaces of the flanges must not be primed or painted at the factory; they must be brushed with steel brushes during assembly.

8 Constructions with flanged connections shall be assembled at the factory for general assembly, during which they are checked for consistency with drawings and compliance with tolerance requirements.

Constructions made with deviations exceeding the allowable ones are subject to rejection. It is strictly forbidden to tighten the flanges if the permissible gaps between the flanges are exceeded.

9 To ensure a snug fit of the flanges, it is necessary to mill the end surfaces in the finished product (after welding them).

10 The results of the tension and tension control shall be recorded in the High Strength Bolt Wiring Inspection Log.

11 Placement of washers under nuts and bolt heads is mandatory.

12 The tightness of the girder flanges is controlled by a gauge 0.1 mm thick, which should not penetrate into the area of the outermost hole, limited by a radius of 1.3d 0 from the center of this hole.

Appendix B

(reference)

Directions
for corrosion protection of steel building structures operated in non-aggressive and slightly aggressive conditions

1 General

1.1 These guidelines apply to the corrosion protection of steel building structures used in mild and non-aggressive indoor environments.

1.2 Protection of steel building structures against corrosion should be carried out in accordance with the requirements of SNiP 2.03.11-85 "Protection of building structures against corrosion", GOST 9.402-80 "Preparation of metal surfaces before painting", SNiP 3.04.03-85 "Protection of building structures and structures from corrosion ".

1.3 To ensure the reliability of protective coatings, metal structures must be fully protected from corrosion at the factory. If the Customer does not have the opportunity to place an order at a plant that has equipment for complete corrosion protection of metal structures, it is allowed to prepare the surface and priming at the plant, and the final painting at the construction site.

1.4 The technological process of protecting metal structures from corrosion includes the following operations:

Surface preparation before painting;

Application and drying of paint and varnish coatings;

Quality control of the work performed.

2 Surface preparation before painting

2.1 Surface preparation includes cleaning the surface of metal structures from oxides (mill scale and rust), mechanical, grease and other contaminants.

Previously, auxiliary elements, burrs, welding spatter, residual flux must be completely removed from the surface of metal structures, welded seams must be cleaned, sharp edges rounded off with a radius of less than 0.3 mm using a hand or power abrasive tool.

2.2 Degreasing the surface should be done to grade 1 in accordance with GOST 9.402-80 with brushes or rags moistened with white spirit, nefras or B-70 gasoline.

2.3 Cleaning the surface of newly manufactured structures from oxides should be carried out by shot-blasting or shot-blasting (sandblasting) methods up to grade 3 in accordance with GOST 9.402-80, provided that the interval from the date of manufacture of painted metal structures to heat supply in the building does not exceed 6 months and up to grade 2 - at an interval of more than 6 months. In this case, painted metal structures should be stored on wooden pads with plastic film gaskets.

The surface, cleaned to grade 2, must be matte, gray in color, with a uniform roughness, the maximum value of which is 40 microns, without residues of corrosion products and mill scale visible to the naked eye.

On the surface of metal structures, free from oxides to grade 3, the presence of individual stripes and inclusions of rust and mill scale, occupying no more than 5% of the surface, is allowed.

2.4 To prevent the formation of secondary rust on the cleaned surface, the interval between surface preparation and application of protective coatings should be kept to a minimum. It should not exceed 6 hours outdoors and 24 hours indoors in conditions excluding dust, oil, moisture, other contaminants and moisture condensation on the cleaned surface.

3 Application of paints and varnishes

3.1 The color of the coating is chosen by the Customer in accordance with the recommendations of the architect.

3.2 The application of paint and varnish coatings should be carried out according to one of the options: option 1 - with an interval from the date of manufacture of painted metal structures to the supply of heat to the building no more than 6 months, option 2 - with an interval from 6 months to 2 years.

Option 1

1 Primer GF-0119 (or FL-OZK, GF-021) - 1 layer;

2 Enamel PF-115 (or PF-133) - 2 layers.

The total coating thickness is at least 60 µm.

Option 2

1 Primer VL-02 - 1 layer;

2 Primer AK-070 (or AK-069) - 1 layer;

3 Enamel ХВ-124 (or ХВ-125, ХВ-16) - 4 layers.

The total coating thickness is at least 110 µm.

3.3 The application of paint and varnish coatings should be carried out at an ambient temperature of at least 15 ° C and a relative humidity of no higher than 80%, unless there are other instructions in the normative and technical documentation for each specific material.

3.4 Application of paints and varnishes should be carried out by means of pneumatic or airless spraying. When painting fasteners and correcting defects in the coating of metal structures after its installation, it is allowed to use a brush.

To ensure high-quality painting of the most corrosive-vulnerable places, sharp edges, corners, welds and hard-to-reach places should be painted with a brush before spraying.

3.5 Paints and varnishes should be prepared for work in accordance with GOST or TU for these materials.

3.6 Paintwork damaged as a result of transportation, storage and installation of metal structures must be restored.

4 Quality control

4.1 The used paints and varnishes must comply with the requirements of GOST or TU for these materials, have passports of manufacturers and not expired date suitability.

4.2 The quality of the applied coating is controlled by outward appearance by visual inspection of 100% of the surface of structures, drying time, adhesion and thickness.

The applied paint-and-lacquer coating must be continuous (without unpainted areas), without foreign inclusions, streaks, wrinkles, bubbles, pockmarks and other defects that reduce the protective properties of the coatings. The coating should be uniform and sufficient in thickness, and have satisfactory adhesion (1 - 2 points). In terms of its decorative properties, the coating must meet the requirements of the V - VI class in accordance with GOST 9.032-74.

The adhesion of the coatings is determined by the cross-cut method according to GOST 15140-78.

The thickness of paint and varnish coatings is determined by non-destructive testing using magnetic or electromagnetic thickness gauges, for example MT-33N, MT-50NTs or other brands.

It is preferable to apply varnish-and-paint coatings of different colors (each layer of its own color), which allows you to control the order and number of the applied layers of the coating and to obtain a paint-and-varnish coating of a higher quality.

4.3 The coatings made in accordance with these requirements provide protection of metal structures from corrosion for 5 years for the coating system according to option 1 and 10 years - for option 2.

5 Protecting bolted field connections

5.1 Protection of connections on high-strength bolts should be carried out in accordance with clause 4.34 of SNiP 3.03.01-87, as well as taking into account the following requirements: the contours of the lining, bolt heads, nuts and protruding parts of the thread of the bolts should be protected using enamel with aluminum powder in accordance with the instructions in clause 5.2.

5.2 To protect joints on high-strength bolts on the installation site, use the enamels specified in Section 3, with the initial viscosity (without solvent dilution) with the addition of aluminum powder to a consistency that excludes the enamel flowing into the package by more than 20 mm.

5.3 The gaps in the joints between the elements connected with high-strength bolts (see Fig. 1) should be filled with non-hardening sealing mastic NGM in accordance with GOST 14791-79.

5.4 After assembling the joint on bolts without controlled tension, the assembly joints, including the bolt heads, nuts, protruding parts of the bolt threads, should be cleaned, primed, and the gaps in the places of the differences should be filled.

To protect the bolted connection, a primer used to protect the corresponding structure can be used. For the putty, use the composition according to the recipe in paragraph 5.2.

6 Safety precautions

When carrying out anti-corrosion work, it is necessary to be guided by:

SNiP 12-03-99 “Labor safety in construction. Part 1. General requirements ";

GOST 12.3.005-75 “Painting works. General safety requirements ";

GOST 12.4.011-75 "Protective equipment for workers. Classification";

GOST 12.3.016-87 “Anti-corrosion works in construction. Safety requirements";

GOST 12.1.005-76 "Air of the working area".

Appendix D

(reference)

Directions
for the manufacture and installation of steel structures

1 To ensure the operability of steel structures, reliability and durability during operation, their manufacture should be carried out at a specialized plant with experience in the manufacture of such structures.

2 Manufacturing of steel structures shall be carried out in accordance with GOST 23118-99 "Steel building structures", SP 53-101-98 "Manufacturing and quality control of steel building structures", the instructions and requirements of this KM project, as well as taking into account additional technical requirements of the installation organization ...

3 Erection of steel structures should be carried out in compliance with the requirements of SNiP 3.03.01-87 "Bearing and Fencing Structures" and in accordance with the "Project of Works" (PPR) developed by a specialized organization, in which it is necessary to take into account all the specifics of this structure.

Fundamental decisions on PPR should be agreed with the authors of the CM project.

Appendix D

(required)

Section and force table

1 Data on the elements of metal structures developed in the drawings of the KM brand are entered into the table in accordance with Form 1:

In the columns of the table of sections and efforts according to Form 1, the following should be given:

in the column "Brand" - the brand of the element according to the layout of the elements or the general view;

in the "sketch" column - the location of the elements of the section of the element, the positions of the details of the section, the required dimensions;

in the column "pos." - serial numbers of positions of parts;

in the column "composition" - the abbreviated designation of the profiles that make up the section, consisting of the designation of the profiles in accordance with GOST 2.410 and the number or dimensions of the profile in accordance with the relevant standards or specifications. When executing the table in an automated way, other symbols for the profiles are allowed;

in the column "Attachment force" -

A - reaction in the support section of the element, kN;

N - longitudinal force in the element, kN;

M - bending moment in the support section of the element, kN.m;

in the column "Name or grade of metal" - the name or grade of metal for the entire element, if all parts of the element are made of the same metal, and by position, if the name or grade of metal of the parts are different;

in the column "Note" - indicate other necessary data about the element.

An example of filling in the table of sections and forces is given:

Section and force table

Brand	Cross section	Attachment force	Name or grade of metal	Note
sketch	pos.	composition	A, tc	N, tf	M, ts. m
FS1	Complicated							Sheet 12
B1			I 40B1		-	-	S345-3
	L 100 × 8	-	-	-	S245
B2			-900 × 8		-		S345-3
	-200 × 16
K1			I 40SH1		-38	-41	S345-3

2 In the drawings of the KM brand, depending on the nature of the structural element of the circuit, it is allowed to use other tables of sections and forces.

Appendix E

(reference)

Photos of layouts. Typical series of Khrushchev. Photo of layouts House series 1 335 drawing

Brick houses during the Khrushchev and Brezhnev periods

Modifications of this series Kitchen to ship series 600

Typical series of Khrushchev. Photos of layouts. Typical series of residential buildings in Novosibirsk (redevelopment options, layouts) One-room Khrushchev: redevelopment

Projects of houses and cottages: construction technologies and an overview of current trends of the year

Drafting a four-bedroom house

Round Tower House Projects

Where to download house projects with documentation and drawings Architectural project of a private house example

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Support forces in the list of elements. Appendix D (reference) Examples of the execution of diagrams and marking of elements of metal structures. An example of the design of a sheet of loads on foundations

Introduction

1 area of ​​use

2 Normative references

3 General

4 Composition of design and working documentation

5 Rules for the design of KM drawings

5.1 General

5.2 Loads and actions on metal structures

5.3 Loads on foundations

5.4 General arrangement drawings of metal structures

5.5 Layouts of elements of metal structures

5.6 Drawings of elements of metal structures

5.7 Drawings of assemblies of metal structures

5.8 Specifications of rolled metal

Appendix A (reference). An example of the design of a sheet of loads on foundations

Appendix B (reference). Examples of general arrangement drawings

Figure B.2 - General view of the mast

Figure B.5 - Section 1-1

Appendix B (mandatory). Form 1 - List of elements

Appendix D (reference). Examples of the execution of diagrams and marking of elements of metal structures

Appendix D (reference). An example of the implementation of the scheme of an element of a metal structure

Figure E.1 - Rafter truss FP1

Appendix I (reference). An example of fulfilling the specification of rolled metal

Bibliography

INTERSTATE

STANDARD

Foreword

1 area of ​​use

2 Normative references

3 Terms and definitions

4 General

5 Composition of working documentation

6 Rules for the design of drawings of the KM brand

7 Specifications of rolled metal

Layout of cover elements along the lower belts of trusses

O

O

2345-13-KM.SM16

4. WORKING DOCUMENTATION FOR BUILDING PRODUCTS

1 area of use

1 area of use

4. WORKING DOCUMENTATION
FOR BUILDING PRODUCTS