Download schemes for operational quality control of construction, repair and construction and installation work. Schemes of input and operational control of the quality of construction and assembly works of the card of operational quality control of construction

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The manual is intended for customers (developers), construction and installation organizations, specialists of state construction supervision, as well as engineering and technical workers directly employed on the construction of buildings and structures

• Replaces the schemes of operational quality control of construction, repair and construction and installation work

Introduction

Regulatory documents regulating the quality of construction and installation works, building materials, products and structures

Test methods and quality control of building materials, products and structures when performing construction and installation work

Part 1. Construction work

A. Earthworks

1. Development of recesses (tranches) under construction

2. Development of catlovanov excavators

3. Development of trenches under pipelines in unknown soils

4. Backside

5. Vertical layout

6. Device of embezzlement

B. Foundation Device

7. Installation of belts of tape foundations

8. Installation of blocks of walls underground buildings

9. Installation of blocks of a glass type

10. The device of pile foundations

11. Device of teams

12. Device of monolithic scratch

13. The device of horizontal waterproofing foundations from cement solutions

B. Concrete work

14. Installation of inventory formwork

15. Revenue work

16. Laying concrete mixes

17. Device of monolithic concrete and reinforced concrete walls

18. Device of monolithic concrete and reinforced concrete columns

19. Device of monolithic concrete and reinforced concrete foundations

Mr. Stone Work

20. Laying of walls

21. Laying partition

22. Laying Pillars

D. Mounting work

23. Installation of reinforced concrete columns of single-storey buildings

24. Installation of precast concrete columns of multi-storey buildings

25. Installation of reinforced concrete rheel, beams, farms

26. Installation of slabs of floors and coatings

27. Installation of staircase marches and sites

28. Installation of balcony plates and jumpers

29. Installation of outdoor wall panels of frame buildings

30. Installation of panels, blocks of bearing walls of buildings

31. Installation of bulk blocks of elevator mines

32. Installation of precast concrete ventilation blocks

33. Installation of bulk blocks

34. Installation of sanitary cabins

35. Installation of gypsum concrete partitions

36. Installation of asbestos-cement extrusion panels and plates

37. Installation of frame-and-wing partitions

38. Installation of walls from the Sandwich panels and polystic assembly

39. Welding of mounting compounds of reinforced concrete structures

40. Anticorrosive protection of steel mortgage products

41. Sealing joints

42. Measurement of joints and seams

43. Device of the garbage industry

E. Roofing and insulating work

44. Preparation of bases and underlying elements of insulation and roofing

45. The heat insulation device from bulk materials

46. \u200b\u200bHeat insulation device from plates

47. Device of isolation from rolled materials

48. The insulation device of polymer and emulsion-bitumen compositions

49. Roofing device from roll materials

50. Roofing device from piece materials

51. The roofing device from polymer and emulsion-bitumen compositions

52. Device of the roof of metal

J. Joiner's work

53. Installing window blocks

54. Installation of door blocks

55. Device of antlesole, cabinets

Z. Flooring device

56. Preparation of soil bases under the floors

57. Device of a concrete underlying layer, screeds

58. Floor sound insulation device

59. Device of the floating waterproofing floor

60. Bitumen waterproofing device

61. Device of monolithic coatings

62. Flooring device from ceramic tiles

63. Device of mosaic floors

64. The device of floors from polymeric materials

65. Laying of lags in floors floors

66. Laying of Lag on the Pilthies on the Soil Base

67. Device of board floors

68. Flooring device from piece parquet

69. The device of floors from the shield parquet

I. Finishing work

70. Plastering (simple plaster)

71. Plastering (improved stucco)

72. Plastering (high-quality plaster)

73. Plastering (coatings made of dry plaster plaster)

74. Painting works (painting by water compositions)

75. Painting works (painting anhydrous compositions)

76. Facing work

77. Wallpaper work

78. Glass work (glazing of the binding)

79. Glass work (installation of glass blocks and fiberglass)

80. Device of fencing of fiberglass

81. Finishing (facing) walls panels, sheets with factory finishing

82. Installation of suspended ceilings in the interiors of buildings

K. Improvement

83. Drainage device

84. Device of a cabinet from concrete and asphalt concrete

85. The device of sidewalks and tracks from the plates

86. The device of a rubber base and asphalt concrete coating

Part 2. Repair and construction work

1. Repair and strengthening of old foundations

2. Laying of precast concrete slabs of floors when reconstructing brick buildings

3. Device of monolithic sites in overlaps

4. Installation of slabs of floor beams

5. Strengthening brick columns and common

6. Installation of metal jumpers

7. Installation of stairs on metal cosos

8. Device of a chalk system from wooden elements

9. Repair of plaster

10. Repair of plaster facades of buildings

11. Coloring facades

12. Installation of stucco parts of facades

13. Installation of drain pipes

Part 3. Mounting work

1. Device of holes and furrows for laying pipelines

2. Installation of cast iron pressure pipelines

3. Installation of pressure pipes from asbestos-cement pipes

4. Installation of indoor cold and hot water pipelines

5. Installation of reinforced concrete and concrete non-pressure pipelines

6. Installation of sewage pipelines from ceramic pipes

7. Installation of the internal sewage system and drain

8. Installation of waterborne reinforcement

9. Installation of the bath and washbasin

10. Installation of sanitary devices

11. Installation of the internal heating system

12. Installation of metal air ducts

13. Electrical displacement device

14. Device of round reinforced concrete wells

15. Installation of heating chambers

16. Installation of disadvantaged channels

17. Isolation of pipelines of heat

Part IV, Issue 2

HEATING NETWORK

Tests and flushing pipelines of thermal networks

Technical requirements

SNIP 12-01-2004 Organization of construction.

SNiP 3.05.03-85 thermal networks.

Snip 12-04-2002 Labor safety in construction. Part 2. Construction production.

PB 10-573-03 rules of device and safe operation of steam and hot water pipelines.

SP 41-105-2002 Design and construction of thermal networks of the Bedless gasket from steel pipes with industrial thermal insulation from polyurethane foam in a plastic shell.

SP 41-106-2004 Design and installation of underground pipelines of heat supply and hot water supply from asbestos-cement pipes.

SP 41-107-2004 Design and installation of underground pipelines of hot water supply from PE-C pipes with thermal insulation of polyurethane foam in a polyethylene sheath.

General provisions

Tests and flushing (purge) of pipelines of thermal networks should be carried out in accordance with the requirements of the project, SNiP 3.05.03-85, SNiP 12-04-2002, PB 10-573-03, SP 41-105-2002, SP 41-106- 2004, SP 41-107-2004, PPR, technological maps, operational quality control schemes and other technological documentation approved in the prescribed manner and operating in the quality management system.

Safety testing pipelines must be provided on the basis of the implementation of the following decisions on labor protection contained in the organizational and technological documentation (PRP, etc.):

Determination of the test program;

Safety measures when performing work in trenches, wells and at height;

Special security measures when conducting a pneumatic testing of pipelines.

Test pipelines should be carried out under the direct guidance of a specially dedicated person from the number of specialists of the assembly organization.

Before testing is necessary:

Head of work to familiarize the staff involved in the trials, with the procedure for holding work and measures to fulfill their implementation;

Warn working on adjacent sections about the time of testing;

Conduct testing of measurement instruments and plugs;

Protect and designate the relevant signs of the test zone;

Check the absence inside foreign items inside pipelines;

Denote by warning signs temporary plugs, hatches and flange connections;

Set posts based on one post within the visibility of another, but at least every 200 m from each other, to prevent the dangerous zone;

Identify places and conditions for the safe stay of persons engaged in the test;

Provide illumination of jobs at least 50 LCs;

Define persons responsible for performing security measures provided for by the test program.

At the time of pneumatic testing of pipelines in trenches, a hazardous zone must be installed, the value of which is specified in the table below.

The borders of the danger zone must be indicated by signal fences or safety signs.

Finding persons in the danger zone during the injection period in the air pipeline and with the maintenance of the pipeline under pressure when testing for strength is not allowed.

It is not allowed to perform pneumatic testing of pipelines on the overpass, in the channels and trays, where the active pipelines are laid.

Procedure for the production of work

Starting the test is allowed only after the timely warning of the surrounding persons and obtain the permission of the test leader.

With pneumatic testing of pipelines, safety valves must be adjusted to the appropriate pressure.

The addition and separation of lines supplying air from the compressor to the test pipeline is allowed only after the supply of air supply and pressure reduction to atmospheric.

Cubs of welds directly during testing pipelines is not allowed.

Inspection of pipelines is allowed only after pressure reduction, MPa:

up to 0.3 - in steel and plastic pipelines;

up to 0.1 - in cast iron and asbestos-cement pipelines.

Pipeline defects should be eliminated after a decrease in pressure to atmospheric.

When purging pipelines after testing for open hatches and fittings, protective fences must be installed (screens).

RequirementsSNiP 3.05.03-85

After the construction and installation work, the heat network pipelines must be subjected to final (acceptable) tests for strength and tightness. In addition, condensate pipelines and pipelines of water heat networks must be washed, steam pipelines - produced by steam, and pipelines of water heat networks with an open heat supply system and hot water supply network - washed and disinfected.

The pipelines of thermal networks, paved belessly and in disregard channels, are also subject to preliminary tests for strength and tightness in the production and installation process.

Preliminary testing of pipelines should be made to the installation of gland (bellows) compensators, partitioning valves, closing channels and backfill of the pipeless gasket pipelines and channels.

Preliminary tests of pipelines for strength and tightness should be carried out, as a rule, hydraulically.

Under the negative temperatures of the outer air and the impossibility of heating water, as well as in the absence of water, it is allowed in accordance with the PPR to perform preliminary tests by a pneumatic method.

It is not allowed to perform pneumatic tests of pipelines paved in one channel (section) or in one trench with existing engineering communications.

Pipelines of water heat networks should be tested with a pressure of 1.25 worker, but not less than 1.6 MPa (16 kgf / cm), steam pipelines, condense pipes and a hot water supply network - a pressure of 1.25 worker if other requirements are not substantiated by the project (work project).

Before performing testing and tightness tests:

Make control of the quality of welded joints of pipelines and the correction of detected defects;

Turn off the plugs test pipelines from acting and from the first locking reinforcement installed in the building (construction);

Install the plugs at the ends of the test pipelines and instead of salontal (bellows) compensators partitioning valves - with preliminary tests;

Provide throughout the test pipelines access to their external inspection and inspection of welded seams at the time of testing;

Open fully fittings and bypass lines.

Using shut-off valves to disable the test pipelines is not allowed.

Simultaneous preliminary tests of several pipelines for strength and tightness are allowed in cases of informed PPR.

Pressure measurements When performing testing of pipelines for strength and tightness should be made according to the two (one-control) system at the prescribed manner (one - control) spring pressure gauges not less than 1.5 with a diameter of the housing of at least 160 mm and a scale with a nominal pressure of 4/3 of the measured.

Testing pipelines for strength and tightness (density), their purge, flushing, disinfection must be made according to technological schemes (agreed with operational organizations), regulating technology and the safety technique (including the boundaries of security zones).

On the results of testing pipelines for strength and tightness, as well as their washing (purge), the acts of the established form should be made.

Schemes of input and operational quality control of construction and installation work. Part I, Issue 2. Installation of precast concrete structures of residential buildings, installation of light enclosing structures. Trust "Orgtekhstroy-11" 2001
The schemes of input and operational quality control of the SMR are compiled in accordance with the requirements of SNiP 3.01.01-85 * "Organization of construction production."
The schemes of entrance and operational control are designed for linear engineering and technical workers, brigadiers and workers, workers in the quality control department of the SMR, workers of laboratory, geodesic and welding services that carry out self-control, input, operational and acceptance control of the quality of SMR.
Schemes can be used:
- employees of services for the preparation of construction production as standard to include them in projects for the production of SMR or developing on their basis schemes reflecting the specifics of specific projects of buildings and structures;
- employees of personnel training services as a teaching aid in the preparation, retraining and advanced training of workers and IER;
- the teaching staff of higher and secondary technical educational institutions in the preparation of engineering and technical workers of the construction profile;
- heads of departments, the main functional departments and services, as well as the management of construction organizations when checking the knowledge of projects and regulatory requirements for the quality of the implementation of the SMR in linear personnel, as well as in the implementation of inspection control of the quality of SMR;
- employees of the author's supervision of design organizations;
- Customer's technical supervision workers who accept the work performed, employees of architectural supervision services, federal and regional construction licensing centers and other organizations supervising the construction.

Explanatory note.
Installation of reinforced concrete structures of residential buildings.
Expressive and intracable preparatory work.
Building a geodesic center base for construction.
The device of terrestrial rail crane paths.
- General technical requirements.
- Geodesic work when device of ground rail crane paths.
- Requirements for operation.
Input control of the quality of prefab concrete and reinforced concrete products and structures.
- GOST 13015.0-83 * Construction and products concrete and reinforced concrete teams. General technical requirements.
- GOST 13015.2-81 * Constructs and products concrete and reinforced concrete teams. Marking.
- GOST 13015.3-81 * Constructs and products concrete and reinforced concrete teams. Document on quality.
- GOST 13015.4-84 Constructions and products concrete and reinforced concrete teams. Transport and storage rules.
- GOST 11024-84 * Panels wall outdoor concrete and reinforced concrete for residential and public buildings. Technical conditions.
- GOST 12504-80 * Panels wall internal concrete and reinforced concrete for residential and public buildings. General specifications.
- GOST 26434-85 ** Plates of floors of reinforced concrete for residential buildings. Types and basic parameters.
- GOST 9561-91 Plates of floors of reinforced concrete multi-consist for buildings and structures. Technical conditions.
- GOST 12767-94 Plates of overlapping reinforced concrete solid for large-pointed buildings. General specifications.
- GOST 9574-90 Gypsum concrete panels for partitions. Technical conditions.
- GOST 25098-87 panels of partitions are reinforced concrete for buildings of industrial and agricultural enterprises. Technical conditions.
- GOST 17079-88 Blocks ventilation reinforced concrete. Technical conditions.
- GOST 17538-82 * Constructions and products are reinforced concrete for mines of residential buildings. Technical conditions.
- GOST 18048-80 * Sanitary-technical reinforced concrete cabins. Technical conditions.
- GOST 9818-85 * marches and stairs are reinforced concrete. Technical conditions.
Geodesic works on the source horizon.
Geodesic work on the mounting horizon.
Installation of outdoor wall panels.
Installation of inner wall panels.
Installing floor slabs.
Nodes of exterior walls from single-layer light concrete panels in series 2.130-1 Issue 26.
Installing ventilation blocks.
Installations on the installation of bulk blocks of elevator mines from the 1.189.1-11 series of constructions of reinforced concrete for the mines of passenger lifts of residential buildings with a height of the floor 3.0 m (Issue 1 and 2)
Installation of volumetric blocks of elevators.
Installation of sanitary and technical cabins.
Installation of staircases and marches.
Installation of partition panels.
Mounting assemblies of gypsum concrete partitions according to series 2.130-1 Issue 27.
Installation nodes of reinforced concrete partitions according to the 2.130-1 series of release 27.
Measurement of joints and seams.
Sealing joints of large-pointed residential buildings.
Isolation of junctions between window blocks and walls in series1.132.1-17.
Anticorrosive protection of mortgage and connecting products.
Installation of partitions from plasterboard sheets and panels.
Series 1.131.9-24 "Gice Carton Sheets for residential buildings", Issue 3 "Partitions of the element assembly on a metal frame with soundproofing from mineral wool slabs, mineral wool firmware with the details of the gasket of electrical communications."
Syptons of plasterboard partitions according to series 1.131.9-24. 3.

In PDF and HTML formats. 5.8 MB.

11.9.1 In the course of the implementation of production processes and operations, operating control is carried out in order to identify defects that can be hidden when a process or operation can also take measures to prevent and eliminate these defects.

11.9.2 Operational control of a construction person checks:

Compliance of the sequence and composition of the technological operations of technological and regulatory documentation that extends to these technological operations;

Compliance with technological regimes established by technological maps and regulations;

Compliance with the quality of the performance of operations and their results with the requirements of project and technological documentation, as well as the propagating technological operations of regulatory documentation.

11.9.2 In the construction process, an assessment of the work performed, the results of which affect security objectbut in accordance with the adopted technology become inaccessible to control after the start of subsequent work, as well as performed building structures and sections of engineering networks, eliminating defects of which identified by control, is impossible without disassembling or damage to subsequent designs and sections of engineering networks. Representatives of the relevant state supervisory authorities, author's supervisory, as well as, if necessary, independent experts can participate in these control procedures. The executor of work is no later than three working days amends other participants about the timing of the specified procedures.

11.9.3 The results of acceptance of work hidden by subsequent works, in accordance with the requirements of the project and regulatory documentation, are issued by acts of examination of hidden work ( appendix M. ). The developer (customer) may require a re-examination after eliminating the identified defects.

11.9.4 To the procedure for assessing the compliance of individual structures, tiers of structures (floors), the artist must submit acts of examining all hidden work that are part of these designs, geodesic executive schemes, as well as protocols for testing structures in cases provided for by project documentation and (or) contract of construction contract. The developer (customer) can perform the control of executive geodesic schemes represented by the performer. To this end, the artist must maintain before the acceptance of the acceptance, enshrined in nature the centering axles and assembly benchmarks.

The results of acceptance of individual structures should be issued by acts of acceptance of responsible structures ( appendix N. ).

11.9.5 Tests of sections of engineering networks and mounted engineering equipment are carried out according to the requirements of the relevant regulatory documents and are issued by acts of acceptance of responsible structures (Appendix N).

11.9.6 When detecting as a result of a phased acceptance of work defects, structures, sections of engineering networks, relevant acts should be issued only after eliminating the identified defects.

In cases where subsequent work should begin after a break in more than 6 months from the date of completion of the phased acceptance, these procedures should be renewed before renewing the work again with the design of relevant acts.

11.9.7 Places of performing control operations, their frequency, performers, methods and measurement tools, form of recording results, the procedure for making decisions when identifying, non-compliance with established requirements must comply with the requirements of project, technological and regulatory documentation.

11.9.8 The construction person appoints responsible performers for the implementation of operational control, documentation of its results and eliminating the defects detected by the controls.

The results of operational control must be documented in special work logs.