SP 52-103-2007

Foreword

1 DEVELOPED by the Research, Design and Technological Institute of Concrete and Reinforced Concrete (NIIZhB) - a branch of the Federal State Unitary Enterprise "Research Center" Construction "

3 APPROVED AND PUT INTO EFFECT by order of acting CEO Federal State Unitary Enterprise "Research Center" Construction "dated July 12, 2007 No. 123.

4 INTRODUCED for the first time

Introduction 1 area of ​​use 3 Terms and definitions 4 General information 5 Constructive decisions reinforced concrete monolithic buildings 6 Calculation of load-bearing structural systems 6.1 Design scheme 6.2 Calculation requirements 6.3 Calculation methods 7 Bearing reinforced concrete structures 8 Calculation of load-bearing reinforced concrete structures 9 Construction of main carriers reinforced concrete structures monolithic buildings Annex A Basic letter designations Annex B List of regulatory and technical documentation

Introduction

This Code of Practice has been developed as a development SNiP 52-01-2003“Concrete and reinforced concrete structures. Basic Provisions".

The volume of construction of buildings for various purposes from monolithic reinforced concrete in last years increased significantly. At the same time, design practice does not have at its disposal a document that would combine the basic requirements, the fulfillment of which ensures the reliability and safety of this type of building. This Code of Practice aims to fill this gap.

The decision on the application of this Code of Rules in the design of monolithic buildings is the responsibility of the customer or design organization. In the event of a decision to apply this Code of Rules, all the requirements established therein must be met.

The set of rules was developed by Dr. tech. Sciences A.S. Zalesov, A.S. Semchenkov, E.A. Chistyakov, S.B. Krylov, cand. tech. Sciences R.Sh. Sharipov(NIIZhB - a branch of the Federal State Unitary Enterprise "NIC "Construction").

SP 52-103-2007

CODE OF RULES FOR DESIGN AND CONSTRUCTION

Reinforced concrete monolithic building structures

CONCRETEMONOLITHICBUILDINGSTRUCTURES

Introduction date 2007-07-15

1 area of ​​use

SNiP 52-01-2003 Concrete and reinforced concrete structures. Key points

SP 52-101-2003 Concrete and reinforced concrete structures without prestressing reinforcement

SP 52-104-2004 Steel fiber reinforced concrete structures.

3 Terms and definitions

This Code of Practice uses the basic terms and definitions for SNiP 52-01, SP 52-101, SP 52-104 and other regulatory documents.

4 General instructions

4.1 The recommendations of this Code of Practice apply to the design of various structural systems of buildings, in which all the main supporting structures (columns, walls, ceilings, coatings, foundations) are made of monolithic reinforced concrete with rigid and pliable interfaces between them.

4.2 The design of building structures subjected to climatic temperature and humidity influences should be carried out according to SNiP 2.01.07.

4.3 Calculation and design of buildings under seismic effects should be carried out in accordance with WithnIPII-7 . Fire resistance of structures and fire safety of buildings must meet the requirements SNiP 21-01 and STO 36554501-006.

4.4 The supporting structures of the building should be designed taking into account durability and maintainability in accordance with SNiP 31-01, protection of structures against corrosion should be carried out in accordance with the instructions SNiP 2.03.11.

4.5 The values ​​of ultimate deformations of the base of buildings are regulated SNiP 2.02.01. Limit deflections, movements of structures and distortions of vertical and horizontal cells of buildings should not exceed the allowable values ​​given in SNiP 2.01.07.

4.6 For buildings calculated for the combined effect of vertical and horizontal loads according to an undeformed scheme, it is recommended to take the deflection of the top of the building, taking into account the compliance of the base, no more than 0.001 of the height of the building. For large values ​​of deflections, it is necessary to perform the calculation according to the deformed scheme. In this case, the value of the deflection of the building should not exceed 0.002 of its height.

4.7 This Code of Practice should be used in conjunction with SP 52-101 and SP 52-104.

4.8 Reinforced concrete structures must be designed in such a way as to prevent the occurrence of all types of limit states with sufficient reliability. This is achieved by choosing the quality indicators of materials, assigning dimensions and designing in accordance with the recommendations of this SP and current regulatory documents. At the same time, technological requirements for the manufacture of structures must be met, the requirements for the operation of buildings, as well as the requirements for ecology, energy saving, fire safety and durability established by the relevant regulatory documents, must be met, and uneven subsidence of the base must be taken into account.

4.9 When designing reinforced concrete structures, their reliability must be established by calculation of the limit states of the first and second groups by using the calculated values ​​of loads, material characteristics, determined using the corresponding partial reliability factors according to normative values these characteristics, taking into account the degree of responsibility of buildings.

The normative values ​​of loads, load combination factors and reliability factors of structures, as well as the division of loads into permanent and temporary (long-term and short-term) should be taken in accordance with SNiP 2.01.07.

The order of application of permanent and long-acting loads should be determined by the work schedule or after the fact.

4.10 Along with testing the strength of concrete using samples, it is recommended to control the strength of concrete in the finished structure using non-destructive methods according to GOST 22690.

4.11 When using reinforcement of class A500C with an effective profile developed at NIIZhB, one should use the recommendations STO 36554501-005. Docking of fittings at the end at the construction site should be carried out using bath welding, as well as screw and pressed mechanical joints.

It is recommended to use reinforcement of small diameter of the extended range: 5.5; 6; 6.5; 7; eight; nine; ten; eleven; 12 mm of a new periodic profile with a square-shaped core with rounded corners in accordance with TU 14-1-5500, TU 14-1-5501.

Before sending an electronic application to the Ministry of Construction of Russia, please read the rules of operation of this interactive service set out below.

1. Electronic applications in the field of competence of the Ministry of Construction of Russia filled in in accordance with the attached form are accepted for consideration.

2. An electronic appeal may contain a statement, complaint, proposal or request.

3. Electronic appeals sent through the official Internet portal of the Ministry of Construction of Russia are submitted for consideration to the department for working with citizens' appeals. The Ministry provides an objective, comprehensive and timely consideration of applications. Consideration of electronic appeals is free of charge.

4. According to federal law dated 02.05.2006 N 59-FZ "On the procedure for considering citizens' applications Russian Federation"Electronic appeals are registered within three days and sent, depending on the content, to the structural divisions of the Ministry. The appeal is considered within 30 days from the date of registration. An electronic appeal containing issues that are not within the competence of the Ministry of Construction of Russia is sent within seven days from the day of registration with the relevant body or official, whose competence includes resolving the issues raised in the appeal, with notification of this to the citizen who sent the appeal.

5. An electronic appeal is not considered when:
- the absence of the name and surname of the applicant;
- indication of an incomplete or inaccurate postal address;
- the presence of obscene or offensive expressions in the text;
- the presence in the text of a threat to the life, health and property of an official, as well as members of his family;
- using a non-Cyrillic keyboard layout or only capital letters when typing;
- the absence of punctuation marks in the text, the presence of incomprehensible abbreviations;
- the presence in the text of a question to which the applicant has already received a written answer on the merits in connection with previously sent appeals.

6. The response to the applicant of the appeal is sent to the postal address specified when filling out the form.

7. When considering an appeal, it is not allowed to disclose the information contained in the appeal, as well as information relating to the private life of a citizen, without his consent. Information about the personal data of applicants is stored and processed in compliance with the requirements Russian legislation about personal data.

8. Appeals received through the site are summarized and submitted to the leadership of the Ministry for information. The answers to the most frequently asked questions are periodically published in the sections "for residents" and "for specialists"

The system of regulatory documents in construction

SET OF RULES
FOR DESIGN AND CONSTRUCTION

REINFORCED CONCRETE MONOLITHIC

BUILDING STRUCTURES

SP 52-103-2007

Moscow

Foreword

1 DEVELOPED by the Research, Design and Technological Institute of Concrete and Reinforced Concrete (NIIZhB) - a branch of the Federal State Unitary Enterprise "Research Center" Construction "

3 APPROVED AND PUT INTO EFFECT by order of acting General Director of the Federal State Unitary Enterprise "NIC "Construction" dated July 12, 2007 No. 123.

4 INTRODUCED for the first time

Introduction 1 area of ​​use 3 Terms and definitions 4 General information 5 Structural solutions for reinforced concrete monolithic buildings 6 Calculation of load-bearing structural systems 6.1 Design scheme 6.2 Calculation requirements 6.3 Calculation methods 7 Bearing reinforced concrete structures 8 Calculation of load-bearing reinforced concrete structures 9 Design of the main load-bearing reinforced concrete structures of monolithic buildings Annex A Basic letter designations Annex B List of regulatory and technical documentation

Introduction

This Code of Rules was developed as a development of SNiP 52-01-2003 “Concrete and reinforced concrete structures. Basic Provisions".

Volume of building construction for various purposes from monolithic reinforced concrete in recent years has increased significantly. At the same time, design practice does not have at its disposal a document that would combine the basic requirements, the fulfillment of which ensures the reliability and safety of this type of building. This Code of Practice aims to fill this gap.

The decision on the application of this Code of Rules in the design of monolithic buildings is the responsibility of the customer or design organization. In the event of a decision to apply this Code of Rules, all the requirements established therein must be met.

The set of rules was developed by Dr. tech. Sciences A.S. Zalesov, A.S. Semchenkov, E.A. Chistyakov, S.B. Krylov, cand. tech. Sciences R.Sh. Sharipov(NIIZhB - a branch of the Federal State Unitary Enterprise "NIC "Construction").

SP 52-103-2007

CODE OF RULES FOR DESIGN AND CONSTRUCTION

REINFORCED CONCRETE MONOLITHIC STRUCTURES OF BUILDINGS

CONCRETE MONOLITHIC
BUILDING STRUCTURES

Introduction date 2007-07-15

1 area of ​​use

2 Normative references

SNiP 52-01-2003 Concrete and reinforced concrete structures. Key points

SP 52-101-2003 Concrete and reinforced concrete structures without prestressing reinforcement

SP 52-104-2004 Steel fiber concrete structures.

3 Terms and definitions

This Code of Rules uses the basic terms and definitions of SNiP 52-01, SP 52-101, SP 52-104 and other regulatory documents.

4 General instructions

4.1 The recommendations of this Code of Practice apply to the design of various structural systems of buildings, in which all the main supporting structures (columns, walls, ceilings, coatings, foundations) are made of monolithic reinforced concrete with rigid and pliable interfaces between them.

4.2 The design of building structures subjected to climatic temperature and humidity effects should be carried out in accordance with SNiP 2.01.07.

4.3 Calculation and design of buildings under seismic effects should be carried out in accordance with SNiP II-7. The fire resistance of structures and the fire safety of buildings must meet the requirements of SNiP 21-01 and STO 36554501-006.

4.4 The supporting structures of the building should be designed taking into account durability and maintainability in accordance with SNiP 31-01, the protection of structures against corrosion should be carried out in accordance with the instructions of SNiP 2.03.11.

4.5 The values ​​of ultimate deformations of the foundation of buildings are regulated by SNiP 2.02.01. Limit deflections, movements of structures and distortions of vertical and horizontal cells of buildings should not exceed the allowable values ​​given in SNiP 2.01.07.

4.6 For buildings calculated for the combined effect of vertical and horizontal loads according to an undeformed scheme, it is recommended to take the deflection of the top of the building, taking into account the compliance of the base, no more than 0.001 of the height of the building. For large values ​​of deflections, it is necessary to perform the calculation according to the deformed scheme. In this case, the value of the deflection of the building should not exceed 0.002 of its height.

4.7 This Code of Practice should be used in conjunction with SP 52-101 and SP 52-104.

4.8 Reinforced concrete structures must be designed in such a way as to prevent the occurrence of all types of limit states with sufficient reliability. This is achieved by choosing the quality indicators of materials, assigning dimensions and designing in accordance with the recommendations of this SP and current regulatory documents. At the same time, technological requirements for the manufacture of structures must be met, the requirements for the operation of buildings, as well as the requirements for ecology, energy saving, fire safety and durability established by the relevant regulatory documents, must be met, and uneven subsidence of the base must be taken into account.

4.9 When designing reinforced concrete structures, their reliability must be established by calculation of the limit states of the first and second groups by using the design values ​​of loads, material characteristics determined using the appropriate partial reliability factors according to the standard values ​​of these characteristics, taking into account the degree of responsibility of buildings.

The normative values ​​of loads, load combination factors and reliability factors of structural responsibility, as well as the division of loads into permanent and temporary (long-term and short-term) should be taken in accordance with SNiP 2.01.07.

The order of application of permanent and long-acting loads should be determined by the work schedule or after the fact.

4.10 Along with the control of the strength of concrete using samples, it is recommended to control the strength of concrete in the finished structure using non-destructive methods in accordance with GOST 22690.

4.11 When using reinforcement of class A500C with an effective profile developed at NIIZhB, one should use the recommendations of STO 36554501-005. Docking of fittings at the end at the construction site should be carried out using bath welding, as well as screw and pressed mechanical joints.

It is recommended to use reinforcement of small diameter of the extended range: 5.5; 6; 6.5; 7; eight; nine; ten; eleven; 12 mm of a new periodic profile with a square-shaped core with rounded corners in accordance with TU 14-1-5500, TU 14-1-5501.